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HomeMy WebLinkAboutSDP202000080 Plan - Revision Final Site Plan and Comps. 2021-02-18U C N U O U 0 N a 0 c `o T _O E Y O T O O S N O N d U U D N N Q C D O T T U Y d c D 0 0 a 0 0 3 c a O T o = t n 3 Y o > m .J 3 3 m �E L U n o° O N 1 t <� Q o U _ C C o � a a as �E Q o I o � N o' o � m o E a n a I o C =� o s u o C r J� U I � d N a �a > I 'o Y N ° Y�- o` E T p O D Da b � � c N � D J� N o o � a E N n o Y t > m J s a J m � c I N Q m :J D N J O o� N o� J� 00 a O � U N N n w N 3 �r E° o »% n � n U � O O S � F PROJECT CONTACT LIST APPLICANT/DEVELOPER GREEN CLEAN HOLDINGS, LLC 5215 COLLEY AVENUE, SUITE 109 NORFOLK VA 23508 CONTACT: CRAIG VAN BREMEN EMAIL: CRAIGOGCAWEXPRESS.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: KEVINCOSBA—STUDIOS.COM SURVEYOR JENNINGSTEPHENSON P.C. LAND SURVEYORS & PLANNERS JENNING STEPHENSON, P.C. 10160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 TEL: (804) 545-6235 CONTACT: KENNETH R. BLAYLOCK JR. MISS UTILITY OF VIRGINIA CALL BEFORE YOU DIG 811 NIL W,Fi'��, 7LEFA, EA—Fam _NN PLANNING/ZONING PLANNING COMMISSION 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (804) 677-0463 CONTACT: COREY CLAYBORNE STORM WATER FACILITIES AND ENVIRONMENTAL SERVICES 401 MCINTIRE ROAD 4TH FLOOR CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5816 PUBLIC UTILITIES PUBLIC WORKS 401 MCINTIRE ROAD 4TH FLOOR CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5816 FIRE MARSHAL DEPARTMENT OF FIRE RESCUE 460 STAGECOACH ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5833 CONTACT: SHAWN MADDOX ONLY THE COMPLETE AND APPROVED PAPER COPY OF THE PLAN SET INCLUDING ALL SUBSEQUENT REVISIONS WILL SERVE AS THE OFFICIAL CONSTRUCTION PLANS. THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC. VICINITY MAP `p RIVANNA MAGISTERIAL DISTRICT �} i ROJECT LOCATION JJJ����'FORTUNE PARK ROAD WORTH CROSSING STATE ROUTE 1722 VICINITY MAP SCALE: I " = 500' SHEET INDEX SHEET NUMBER SHEETTITLE CA-100 COVER SHEET CA-101 GEN ERAL 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 QUALITYAND QUANTITY PLAN CG-201 STORMWATER PROFILES CG-202 STO RMWATE R CA LCU LATI 0 N S & DETA I LS CU-101 UTILITY PLAN CU-501 UTILITY DETAILS CU-502 UTI LITY CA LCU LATI 0 N S & P ROF I LES 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 PARCEL ID: 046134-00-00-001DO 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: 0.57 AC. (53%) STEEP SLOPES: EXISTING LANDSCAPING TO REMAIN; NO DISTURBANCE PROPOSED FLOOD ZONE: THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUNITY - PANEL NUMBER 51003CO140D EFFECTIVE DATE: FEBRUARY 4, 2005 WATER: ACSA SEWER: ACSA SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY WAS PERFORMED BY JENNING 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 VAHUGCODE: JR08 BUILDING SETBACKS FRONT: 10' (SEMINOLE TRAIL) FRONT: 10' (WORTH CROSSING) FRONT: 10' (FORTUNE PARK ROAD) SIDE: 0' PARKING SCHEDULE PARKING PROVIDED: 19 SPACES HANDICAP SPACES PROVIDED: 1 SPACE TRAFFIC DATA AM PEAK HOUR TRIP (ENTER/EXIT) N/A PM PEAK HOUR TRIP (ENTER/EXIT) 29/28 VEHICLE TRIPS PER WEEKDAY 59 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT co m O N � W O � � N 0 O 0 N L N U Q Z O N Z H O Q U = N O U c p N E co U Q O M K p O r p Z N cD = Q ~ r Z O W d Z 0 J O N :2 w O p Y Q J OJ N U O J O 0 RYA PERKINS LIC. No. 046565 OZ/8/ZOZI N O U w = O 0 � -t H N m > d Q pC Q m m o o o U Y C U S w K Vn O o v L L r2 v 0. L O U V Z Z X Lu J = U� L LNu 0� O N LL LL O J 0U 0 Z ww D- LL ail' .�I-EET NUMBER CA-100 z 0 u W J G' Q W m J Q U C N N O U 0 a 0 `o I a E 0 T a 0 r 3 a 0 c v 0 0 a a 0 `o T a 0 0 a 0 3 a v c w 0 Z o N J p Q s Y � w o z � v J 3 Q o J L N '3 � v � E n � c u 0 0 � L Q y 0 v 0 O O - v p n E ° n E Q � I o = o 0 � N 0 C U E v v n a v I �- � o j 3 C ~ o s N u J 3 c o m w m v I u C � O 7 N o a J u J Y w a Y v E `o 6 N T N c 0 n n v b � U c v N N w u D > y c 0 0 0 w v £ N � c z ° N J o Q Y � it v Z W � L 7 v I N N Q � a N o� o av J U O O L Y .N. n N w 0 u rti v L s n " r Y3 s J w m E o � y o Y b m o a m 0r 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. 8. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% AND A MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE BUILT IN CONFORMANCE WITH 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. B. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 13. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. UTILITY NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. 4. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS NECESSARY TO VERIFY TIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES, INC. AT (804) 673-3882. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL UTILITIES (UNLESS OTHERWISE NOTED). 7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH THE UNIFORM STATEWIDE BUILDING CODE. 8. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL BEFORE INSTALLING FIRE LANE SIGNS AND MARKINGS. 9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. 10. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION CONDUITS. 11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. TRAFFIC CONTROL NOTES 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS. 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY OF ADJACENT ROADWAYS. 3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC CONTROL PLAN. BUILDING INSPECTION NOTES: 1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 2. ALL WATER, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. } m CD N w N � 0 o cwi) F O m > LJ l l l l l l z l o ro N rM N U Q z > cf Ld z o a U = N O C3 N CC) O � U Q z O r- Of oor,o N co / \ Q z ~ o w CC O O U1 c J � _ W 1' w O O J Y J O O N J J U - O� o o 0 "7 V� RYA PERKINS LIC. No. 046565 07-/IS/2-02I Z m :5 d v 0 N O U rl� W - O = O N cn �� cn > ° r Q aoc Q ow m m � w _ N C 3 U Y O V w < S UJ O O U VJ W 0 Z W Z ////W i r n Z Z ; Q X J of z UryL� Z W��w>- W � a-/� O LJ u U i I"� `J or) W J N Q M W m J Q SHEET NUMBER CA-101 U c N N O U O N Q 0 0 I v T Y 0 T a ° r 3 v 0 L N 0 v 0 U N a ° 0 T v Y T 0 0 ri z a 3 � - o z Z ° o Z o N X ° W �0 ° �y 0 v i E Q� N y 0 ° J v U L 0 0 m v Q 0 a E o� N o o0 G N € " v n I v 0 v j a N C O O 3 N J .- c 0 m s N 3 7 0 0 I t v � u c j 0 > v J w � oa J Y a Y U v a r N E N 0 X h 0 ii n T b c � o v v � C v b ,N v u `0 N ° n " z E c N z ° N z N X r � c v N >v J a N a N oN J � a �c c O vN c n y Y3 0 J v E0 ° 0 Y n E o ° m 0 r / o� / / o'j or~� � ) a If m Q; m / 0' ACSA WA ERLINE & FIRE HY RANT EASEM NT / D.B. 1739 PG. 532 / / TOP=517.05 / FL=510.40 I 1 SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) ROD •• QFND. r 94 ►2 '+i l'C ART v.,. 7* R R r ►. lei lv+ R m CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING CHORD C1 133.38 325.00 23'30'53" 67.64 S50'44'05"W 132.45 C2 65.30 35.00 106'54'18" 47.22 N87'34'13"W 56.24 C3 46.14 35.00 75'31'49" 27.11 NO3'38151"E 42.87 LOCATION OF "STEEP SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS 99.91 , ROD � SET ROD _ FND. 6j 52s ROD / / / /� 518 \ LOP=517.67 525 / / / _ - \ COLD NOT ACCESS 9. \ I \ �I \ \ 0 4 / /1bl / \\\_ // I \ \ �(S) 1 BM #1 519 SO. CUT ON HT POLE BAS / LIGELEV,7--a L 524 41 S%�i� co -520- - v6j TOP=519.95 J FL=514.25 mlisy*m \Fmmmi 040:4 TOP=518.47 \ \ FL=515.30 1 #3290 1 STORY BRICK F.F.=521.00 1.080 ACRES - ���"���- 15 =507.50 M #218 •WIDTHELEV=512.83 D.B. 1643 PG. • • UT 07.40 CORNER OF DI STORM DRAIN EASEMENT .' 7 FL=509.60 V)� coo i P P �520 p p / i -520 s - 13.40 - - f5"CPF518 10 /-517--- / SS SS �51s Cl FORTUNE PARK ROAD (59'-R� DB 16 � 0\ I SV 2 ® \ \ \27 \XN 9 II RST CITIZENS BANK & TRUST COMPANY ADDRESS: 1815 FORTUNE PARK ROAD PARCEL ID: 046B4-00-00-00lD1 ZONED: HIGHWAY COMMERCIAL FL=515.30 _ (� er - (4� T P 518.08 SS S SS S FL- 13.10 - �> 5"RCP TOP=t17.79 FL=514.45 � I 43 PG. 643 TOP=516.46 J 20' ACSA S ANITAR'_ 5. .s5 SEWER EASEMENT D.B. 1482 PG. 105 D.B. 1739 PG. 532 \ VARIABLE TH STORM DRAIN EASE T B. 1643 PG. 641 (PLA \ KENNETH R. BLAYLOCK, 1R.Z Lic. NO. 2833 '- LEGEND ;a DECIDUOUS TREE Q SHRUB • BOLLARD HANDICAP PARKING/RAMP BENCHMARK ® CLEANOUT ® ELECTRIC METER AC HVAC UNIT EV ELECTRIC VAULT ©V CABLE VAULT TP TELEPHONE PEDESTAL SIGN FIRE HYDRANT wv X WATER VALVE ® WATER METER ® GRATE INLET DRAINAGE MANHOLE OS SANITARY MANHOLE * LIGHT POLE GRAPHIC SCALE IN FEET 0 10 20 40 ALTA/NSPS LAND TITLL' SURVEY OF 080 ACRES OF LAND LOCATED ON THE SOUTH LLVE OF SL'WMOLL' TRAIL RIVANNA DISTRICT * ALBEMARLE COUNTY, VIRGINIA DATE. DECEMBER 17, 2020 SCALE. 1" = 20' JENNINGSTEPHENSON P.C. 10160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 N PHONE - 804-545-6235 LAND SURVEYORS w]Q�E FAX- 804-545-6259 & PLANNERS S J.N. 20-667 } m N w O � N 0 w z cn O F 0 m > w o ro N M N U Q Z 0 a U = N :�i O U N Of c p ro U a z O r Of p 0 r o / z N co / \ z ~ o w CC p U N c J � _ Of W Y Z LJ p Ira- Y J NO o� 0 r N o 0 m � w - O = Ln a� H\ cn > m r a aw o Q o m m o QCN Y O a v a w V ) / Z O z__ I. F- n V ) Q X z W 0 U r n Z Z ; Q X J of z U ry Lu Z W��w>- W � a- O V u (v I� or)LLJ J N Q M LLI m J Q SHEET NUMBER cv- 1 01 U C N N O 0 m a v 0 `o a E Y O T a ° r 3 v n 0 6 c v 0 0 Q a 0 `o T v Y T d 0 0 a D O z� Q J � 0 o - N J ° � o v 3 J L Y Y v E c � E Qr J � C ° C p) 3 o � J o o `v E on N n Q E 0 0 0 � N o v E -o m w o a I m a N � o 3 C 0 2 J s C 3 N j O I w � C v > a J o J U Y 'U v Y a s a � T ri 0 n ° b w 0 y N v v p u N `o i o n .- � v z Q v J 1 � Z ° � o J c U m � W U V .y. � C N I N > � a N 3 C o av J U O O L Y y n N w C O U v W Ys n " r Y3 s J w E ° o Y b m n D U o ° m 0r I(3) EXISTING SHRUBS TO BE REMOVED � or o wx �O3a �I 0' ACSA WA ERLINE & FIRE HY RANT EASEM NT D.B. 1739 PG. 532 EXISTING CG-9D g ENTRANCE TO REMAIN I S I IL EXISTING WATER METER AND ET SERVICE LATERAL TO BE REMOVED AND ABANDONED AT MAIN / TOP=517.05 _ P. B. R•• ��S +�►ii6 ilri Ci S SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) ROD • ROD EXISTING STORM STRUCTURE TOP=517.67 TO BE REMOVED COULD NOT ACCESS �. EXISTING SIGN TO BE REMOVED �� EXISTING TREES AROUND BUILDING TO BE REMOVED (TYP.) e EXISTING LIGHT TO BE REMOVED (3) EXISTING SHRUBS TO BE REMOVED 5 "E EXISTING LIGHT -EXISTING LIGHT( TO BE REMOVED TO BE REMOVED /�/ EXISTING STORM PIPE SQ.BCUT1ON TO BE REMOVED LIGHT POLE BA ELEV=520.71 EXISTING STORM STRUCTURE TO BE REMOVED TOP=519.95 FL= 514.25 P a P P � C CUT EXISTING SIDEWALK / FL=510.40 O EXISTING LIGHT TO BE REMOVED ��Allcb I Cf #3290 1 STORY BRICK F.F.=521.00 1.080 ACRES l AT NEAREST JOINT EXISTING STORM PIPE —__' ,° � (4) EXISTING SHRUBS TO BE REMOVED OOcj TO BE REMOVED EXISTING 4" SANITARY SEWER LATERAL TO BE ABANDONED AND CAPPED AT SEWER MAIN TOP=518.47 EXISTING STORM PIPE FL=515.30 TO BE REMOVED 99.91' ROD ROD SET FND. — — EXISTING SHRUBS AROUND C9 BUILDING TO BE REMOVED (TYP.) ; �® m �m EXISTING BUILDING IJ TO BE REMOVED J FIRST CITIZENS BANK & TRUST COMPANY ® ADDRESS: 1815 FORTUNE PARK ROAD - PARCEL ID: 046B4-00-00-001D1 ZONED: HIGHWAY COMMERCIAL \�(YV DU PAD I �® PAD / ,LIMITS OF DISTURBANCE I and EXISTING STORM PIPE ' TO BE REMOVED }' EXISTING INLET TOP TO BE REPLACED EXISTING LIGHT TO BE REMOVED \ (SEE SHEET CG-101) I } N - 1 5 - 13 0 5'CP — — — __ EXISTING STORM STRUCTURE /I /� �— —TOP Tg TO BE REMOVED EXISTING STORM STRUCTURE �i- — — — c Op EXISTING LIGHT FL=515.30 © TOP1518.08 - — — TO BE REMOVED " TO BE REMOVED ® S F - SS S®—�— SS L-�t3.to SS SS (4) EXISTING SHRUBS TO _ BE REMOVED — — — — RCP EXISTING STORM _ - p _TO REMAIN C7 O TOP=514.47 =512.85 FL=509.60 EXISTING CG-9D (15)=507.50 BM #2 ENTRANCE TO REMAIN (18)=508.70// / NORTHEAST VARIABLE WIDTH (2) EXISTING SHRUBS TO IUT=507.40 CORNER OF DI TOP=�17.79 STORM DRAIN EASEMENT BE REMOVED FORTUNE PARK 1s"Rc� FL=S 445 ELEV=512.83 D.B. 1643 PG. 641 (PLAT) _ ROAD �� — D.B. 14�77 — D.B. 1643 PG. 643 _ TOP=516.46 J _Q' FL=511.95 20' ACSA SANITAR\ SEWER EASEMENT \ D.B. 1482 PG. 105 cc"))_ _ _ — — D.B. 1739 PG. 532 \ VARIABLE TH STORM DRAIN EASEMENT \ B. 1643 PG. 641 (PLA \ 7 9 } NOTES: m 1. THIS DEMOLITION PLAN IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING w AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ~ ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE N o DETAILED SCOPE OF DEMOLITION AND FOR THE DEMOLITION, REMOVAL, OR 0 RELOCATION OF ITEMS IN CONFLICT WITH THE PROPOSED CONSTRUCTION. 2. THE CONTRACTOR SHALL KEEP ALL ADJACENT ENTRANCES AND PARKING AREAS FREE FROM DIRT, DUST, AND AGGREGATE CAUSED BY VEHICLE TRACKING. THESE AREAS SHALL BE SWEPT AS OFTEN AS NECESSARY TO KEEP AREAS CLEAN AT A MINIMUM ONCE PER DAY. 3. ALL VALVES, VAULTS, MANHOLES, ETC. THAT ARE TO REMAIN SHALL BE ADJUSTED TO PROPOSED GRADE. 4. CONTRACTOR TO CONFIRM ALL EXISTING STORM STRUCTURE INVERTS PRIOR TO � z PROPOSED STORM SYSTEM INSTALLATION. F o m > 5. CONTRACTOR TO CONFIRM ALL EXISTING SANITARY SEWER INVERTS PRIOR TO LLJ PROPOSED SEWER INSTALLATION. 0_1 6. DEMOLITION OF BUILDING TO INCLUDE REMOVAL OF FOUNDATIONS, UNDERGROUND STRUCTURES, AND BUILDING UTILITIES. 7. ALL EXISTING UTILITIES WILL MAINTAIN MINIMUM COVER DURING CONSTRUCTION AND VALVES WILL BE FLUSHED TO GRADE. B. ALL EXISTING PAVEMENT AND CURB AND GUTTER WITHIN LIMITS OF DISTURBANCE IS TO BE REMOVED. z 9. SEE SHEET CP-501 FOR PLANTING BED AND SODDING DETAILS. LEGEND: UTILITIES TO BE REMOVED LIMITS OF DISTURBANCE GRAPHIC SCALE IN FEET 0 10 20 40 o ro N N N U Q z > Ld 0 U = N 0 U N CC) 0 U Q z O r D o0r-o z N co / \ z ~ o w Df U N c J � _ cl� W Y Lu N Y J N O OO 0 RYA PERKINIS LIo. No. 046565 07-/IS/2-02I N00 w O = O �� cn > ° r G aoc Q ow m m � Z y W Z Y O a v a w V r Z Z ; Q X J of z U � Lu Of Z Ww>- W � a- O V u i I"� `J Ld J N < Q w m J Q SHEET NUMBER CV-102 N w 0 0 N Q ° 0 0 a w E Y O 0 r 3 v a 0 L N 0 w 0 U N Q 0 0 T v Y d 0 0 a ° 0 0 NN O 3 n � z ° Q c L w w 3 a L n c v i E N � a� U w o v a L N n y 0 J o u o c 0 `v O n a wE L E pT ° o Q I N m o � L -o v o 0 0 c 91 � a N n 3 U s U U 3 C O O � w J w N u 9 c ° N n a n � o 0 tz > w J a J w Y 0 T C E 0 o � C n F- b N v u w > N y N - o p c v o E 3 L m � c Z N Q ° J i w J v L c � C w I N n v J a N o� o� Ow J c O O a N w n c O U v w L n 5 Y3 o� J v �0 o 0 Y n E o a m 0 NORTHING: 3 EASTING: 11 PROPOSED MONUMENT SIGN (UNDER SEPARATE PERMIT) NORTHING: 3934422.42 EASTING: 11500431.54 10' FRONT BUILDING SETBACK �yga�m o / �m � / � W 7 CIO / a; 24" WHITE SOLID STOP BAR (SEE SHEET CS-501) ) R1-1 STOP SIGN & R5-1 "DO NOT ENTER" SIGN (SEE SHEET CS-501) / / R1-1 STOP SIGN (SEE SHEET CS-501) 1 24" WHITE SOLID STOP BAR (SEE SHEET CS-501) E (SE F01 EXISTING CG-9D ENTRANCE TO REMAIN / / IL ET \ NORTHING: 3934307.12 EASTING: 11500509.65 VACUUM 6" THICK, 400 WORTH CROSSING CENTERLINE SEMINOLE TRAIL J CENTERLINE GUKNLK Ut UI ELEV=512.83 SEMINOLE TRAIL U. S. ROUTE 29 10' FRONT BUILDING SETBACK (VARIABLE WIDTH R/W) P. 0. B. ROD FND. N41'24'45"E _ - 82.21' _ _ _ - VDOT STD. CG-12 RAMP - (SEE SHEET CS-501) ADA SIGN AND BOLLARD - (SEE SHEET CS-501) ADA PARKING SYMBOL (SEE SHEET CS-501) r---i r- CURVE TABLE CURVE LENGTH RADIUS I DELTA ITAINGENTICHORD BEARING1 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 1 75'31'49" 27.11 NO3-38'51"E 42.87 ROD FIND. _N46°42� 99.91' BM #1 fo SQ. CUT ON LIGHT POLE BASE ELEV=520.71 6" WHITE STRIPE + vlL1 vIV.0 t-AX�K ROAD (SD-R/ D.B. 1643 Pr adz FORTUNE PARK ROAD CENTERLINE GRAPHIC SCALE IN FEET 0 10 20 40 3934595.36 11500561.37 ROD FND. - - LIGHT (TYP.) FIRST CITIZENS BANK & TRUST COMPANY ADDRESS: 1815 FORTUNE PARK ROAD PARCEL ID: 046134-00-00-001D1 ZONED: HIGHWAY COMMERCIAL PAY STATION, MENU BOARD, AND LIFT GATE (DESIGN BY OTHERS) CURB AND GUTTER (SEE SHEET CS-501) BYPASS LANE TO BE MANAGED WITH CONES BY ATTENDANTS ORTHING: 3934451.83 ASTING: 11500719.57 SITE PLAN LEGEND O N O N 0 HEAVY DUTY CONCRETE CONCRETE SIDEWALK LIGHT DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT In CURB & GUTTER � O 0 F m > w 01 SITE PLAN NOTES 1. ALL CURB RADII ARE 5.0' UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. 4. TWO COATS OF TRAFFIC PAINT SHALL BE SUPPLIED FOR ALL PAVEMENT STRIPING. 5. REFER TO FINAL GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS. 2" SM-12.5A SURFACE COURSE . A . a < . a .- _ a. .. �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 SUBGRADE: STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM-698) TO A DEPTH 8" BELOW SUBGRADE ELEVATION HEAVY DUTY ASPHALT SECTION NOT TO SCALE 6" AIR ENTRAINED PORTLAND CONCRETE CEMENT W/ MIN. 650 PSI FLEXURE STRENGTH & MIN 4000 PSI 28-DAY COMPRESSIVE STRENGTH + if + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++++++++++++++ �-8" UNTREATED AGGREGATE, TYPE 1, SIZE 21A/B SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOILS STANDARD PROCTOR METHOD MAX. DRY DENSITY (ASTM-d1557) TO A DEPTH 8" MIN. BELOW SUBGRADE ELEVATION. HEAVY DUTY CONCRETE PAVEMENT SECTION NOT TO SCALE o 0 N M N U Q Z Ul LLJ U = N 0 C) N CC) 0 ro U Q z o r- Of o o c o N co / \ Q z ~ o w CC U N c J � _ cl� W Y w a- it Y Q J N of O 0 "7 V� RYA PERKINS LIC. No. 046565 07-/IS/2-02I N o 0 ~ � w O Li cn \ In > ° r Q QOC Q ow m m w _ NCD 3 Y O V w < S UJ O O U Z W m r n Z Z ; Q X J of z UryL� Z W� Wa- LLI �w>- z O rrann V O U r v I� LLJ J N Q M LI m J Q SHEET NUMBER CS-101 4 W,, E 0 N 0 0 N 0 N Tio, m 0 u U a 0 J IV n 0 m m v 0 Al c } m N N O U N LyJ O N N Si FF oF�q C�� O a w 0 p\NG y�� 0 `o = \ 3/8" WIDE x 1" DEEP 30r �- �r 7 �r �f 'I R SAWCUT CONTROL JOINT p0� 4' CONCRETE, MIN. 3000 PSI STRENGTH +4 E r y o 4" COMPACTED VDOT TYPE I T - SEE CONCRETE ° SIDEWALK SECTION #21-A STONE BASE ������� i + LL.!'�� CLASS BROOM FINISH � cn Ilt° + _ CONCAVE Ln O ADA PARKING SIGNAGE r (PER DETAIL) 11 C y\pC\ m LJ m 3 p s a N 0�� z Z U) d COMPACTED SUBGRADE NOTE: REFER TO (WHITE LEGEND, RED BACKGROUND) 3" GALVANIZED GEOTECHNICAL REPORT FOR t4 z SQUARE TUBE N FINAL SECTIONS AND DETAILS N a APPLY 1/2" THICK PRE -FORMED PLAN SECTION ° of EXPANSION JOINT FILTER 0 0 _ INTERIOR SITE CURBGUTrEI' oM = USE 4" SCH. 40 STEEL PIPE CONCRETE SIDEWALK DO NOT ENTER SIGN (R5-1) V)° a FILLED WITH CONCRETE WITH TOP ROUNDED. PAINT TRAFFIC m - z a , YELLOW IF SIGN IS WITHIN 1i O CENTERLINE OF DRIVEWAY PAVED AREA OR SIDEWALK ci d 0 0 0 D m 5 5 -10 W Z Li 0 SLOPE TOP OF v 0 SIGN PER PLAN 5/16" BOLT IN o U ro 0 a ° CONCRETE ( ALUMINUM, 0.08" THICK, HOLE (TYP. OF 2) 2) � CC) n M ° SHAPE AND SIZE VARIES a z o r z o o c o N _ co ° GROUND / PAVING SURFACE d : — — — — I� Q w z . W 0 J W }�0 �� o IrL I YQ I 3 4000 PSI CONCRETE q O 2.0 MIN. IN SIDEWALK \ \ / CD o 'a AND PAVEMENT AREAS J L_ N — 00 3: ■ o o v 1.5' 4 VARIES GALVAN ZED STEEL PIPE 0 v a I I N M i TWO COATS WHITE p,I,T110 REFLECTIVE TRAFFIC PAINT C} p ADA PARKING SIGN POST DIRECTIONAL ARROW r TO q p RYA PERKINS `w LIo. No. 046565 0 0 TYPICAL AT ALL 18"x12" R7-8 SIGN GREEN LEGEND ON WHITE c 0 ACCESSIBLE SPACES BACKGROUND; WHITE SYMBOL PAVEMENT ZONAL 0RESIERM ON BLUE ON WHITE BACKGROUND 4" PARKING LOT STRIPING TO FINISHED GRADEBE PARKING 2 COATSTRAFFIC m REFLECTIVESPAINT I 1 0 N O U m - —L d cncn w ADA SIGN POST L= � I �' III L=111=— } } w (PER DETAIL) III= _` a I a o cc Qmml o m a 12"x6" R7-8P SIGN a -� I I I ,- '' - I- G Y w w z z a o w Y w 3 TYPICAL AT ALL VANCD GREEN LEGEND ON :;' O a N ACCESSIBLE SPACES VAN WHITE BACKGROUND T I- o o - ACCESSIBLE II I I I s 3 I <. .•_III 12"x9" PENALTY SIGN — .y I.:�III (AS REQUIRED BY STATE OR LOCAL CODE) I — _ " -' —' 6" DIAMETER CONCRETE BASE ° 6" J o a NOTE: SEE SITE PLAN ° FOR PARKING SPACE w NOTE: SIGNS DENOTED HERE ARE TO BE PER MUTCD SPECIFICATIONS. LAYOUT AND DIMENSIONS NOTE: DETAIL FOR ALL SIGNS ONSITE, OUTSIDE OF THE BUILDING AREA ADA PARKING SIGNAGE PARKING LOT STRIPING SIGN POST W 0 0 30" A T 0 0 R=4„ W a a 2.0' MIN. 7.0' 9 2.5' FROM BACK CURB OR BLDG v 3,000 PSI CONCRETE c O a 1.0' 2.5' 2.5' 0.875' n 2-#3 BARS f� V N 2 COATS OF 4" 0 1.5" CHAMFER i Z WIDE BLUE TRAFFIC w ((� BITUMINOUS SURFACE N PAINT (TYP.) z T m I It Q 9 � F 0 I O w o w 1 D COMPACTED BASE COURSE 3 < BACK OF CURB 0 ~ CURB AND GUTTER L t COMPACTED BASE COURSE L� oSTEEL N v X- DIA. STEEL RODS (#4 R 2.0'GTH A REB R) 2IO 0' MINIMUM LENGTH 7 z `w MAR) ELEVATION VIEW SECTION A -A ` STRIPE WITH 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT NOTE:: X z R=14" 1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE CURBS TO PERMIT RELOCATION OF CURBS. 1 1 1 ui c v N Q v 2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY PLACED 2.5' OFF OF BACK OF CURB J= ow a 1 (WHITE LEGEND, RED BACKGROUND) V p U o ADA PARKING SYMBOL STOP BAR STRIPING STOP SIGN (R1-1) CONCRETE WHEEL STOP Z <a. w r W LLJ w 0 W J 0 U N rr nn V O c)UL y (V I ' 0 W `v J 0_ Q o o LJ m J c v Q E SHEET NUMBER a r CS-501 N N O 0 N N a 0 `o T N Y 0 0 0 r 3 v d n U c ui v 0 u m Q 0 0 S T v Y d c 0 0 0 0 0 3 0 v o f) N J o Q s � o W v n � ❑ 0 n 0 I r n '3 N v m E L D n D C � O � Z S C Q o N u Y O 0 o ` :J y 0 - o `o E L E n c Q 0 N b a m o v c `o � a m v ) a N 3 � s 0 c s O ; `0 m c a> v j u I � 0 � v �o 7 2 a > u J u J a Y N v s Y P E T 0 0 n h � W n ]7 c N v a; u V > S1 N 0 O c E y c Q N � O U C _ W U V .y. n m I N n v � a N o� o Ov J U O O L Y .N. n N 0 c 0 u rti v t s n " r Y3 s J w 0 � o � y 0 Y b m E o a m or ,L CG-12 •5 DOWELS, 8" LONG AT 12" C-C 5' 1 7R 12:1 MAX p iV LRAMP (SEE TABLE) A BACK OF CURBS LIMESTONE CAP, TYP. LIMESTONE CAP, TYP. EP HENRY MASONRY EP HENRY MASONRY CEDAR GATE DOORS. PAINTED — , 1 1 PERMISSIBLE CONSTRUCTION JOINT 124 MAX 2 NUN. SECTION A -A SECTION B-B 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 I I I I I I I I I I I e e I I Q I I Q I I I I I I I I I I I I I L__J L__J DUMPSTER ENCLOSURE - ELEVATIONS DUMPSTER ENCLOSURE - ELEVATIONS DUMPSTER ENCLOSURE - ELEVATIONS DOMES I OF 5 FOR DETAILS NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 1/�71 � 7 ■:lq y y �:7�`11 �:71 121 MAX._ 16� 121 MAX._ I� W7r171U9911=116111 WITH BUFFER STRIP CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK � 1 CROSSWALK GRASS - OR CONCRETE 12:1 MAX._ 5'MIN 4' MIN 5' MIN WITHOUT BUFFER STRIP 4 13/1 O U CURB CROSSWALK A 4' SQUARE LAND* OUTSIDE CUR / s, 1 SH LL BEPROVIDDEEI PERPENDICULAR CRI WITHIN THE MNIKEI TTG CROSSWALK AREA i CURB 4' BUFFER STRIP 5' SIDEWALK DIAGONAL PLACEMENT 48:1 MAIL SLOPE 48-1 MAX. CURB CURB I � CROSSWALK2'1 4 � fY lRll jI II N jI II CURB WITHOUT BUFFER STRIP �� CG-12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 3 OF 5 1 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 203.07 07/16 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 DUMPSTER PLAN DUMPSTER .mli Amli 3. ml Nl CEDAR PLANKS ON STEEL FRAME, INSTALL LATCH HARDWARE & o CASTERS @ DOOR BASE. PROVIDE (3) HEAVY DUTY EXTERIOR GRADE STRAP HINGES PER DOOR. FRAME OF DOORS TO BE Wx&d/4" STEEL ANGLE WELDED (1/4" WELD MIN.) ALL CORNERS W/ 3"x3"x1/4" 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. I (2) #5 VERTICAL, THIS I I " SECTION OF WALL 16"x8" CONCRETE FOOTING W/ (2) #5 CONTINUOUS. I I 1 INSTALL 1/2" DIA., 18" LONG, METAL Y ROD GATE LATCH. INSTALL 3/4" x 6" HOLE INTO CONCRETE @ BOTH dill! OPEN AND CLOSED POSITIONS TO RECEIVE LATCH ROD I I I I I I I I I CONTROL JOINT I I I I I I I p I i r i I "... CONC. FILLED 6" DIA. BOLLARD, I '<' TYP. PAINT TO MATCH EIFS ON -- BUILDING, SEE BOLLARD DETAIL EP HENRY MASONRY w 0 m 1_ I I I I I I I z I 0 ro N IM N z > U) LLI z O C) = N 0 -) cn CC)0 � U N Q z o r) p O r p N r9 Q ~ O W CC 0 0 0 N Do � _ cl� LLJ 1' L LI p p L < Y J No OO o 0 r 7 "V� I RYA PERKINS L1C. No. 046565 07-/IS/2-02I z m :5 d v 0 N O 0 0� w O Ln O O H cn r ° > a- Q 0� Q Q o m m o QCN z W W CD z a Y Y O a N w (U9 O O U co J Q I— LLI 0 LLJ I- z r n V Ir Z Z ; Q X J of z UryL� Z L LI W a- w z O //� LJ u U i I"� `J or) W J N Q M W m J Q SHEET NUMBER CS-502 U c N U ° 0 N a 0 O T ° E Y a r ° s ° 0 s N U C N ° 3 0 D 'U Z N N � a Y � z 0 � I Z E � T J C n o � o a Z ° � o n Y o _ o N n a o` Z w 0 z X z 3 z 0 Q ° Y ,s• 3 0 a y N � t m L n ° c a� 0 a `m a a ca o E J ' a m 0 `o E ° m m n N Q w o' I � m L a m _N o O N c ; n I s � a O m m _ J ° c N 0 I a v ° � w h 'U U N r �I o Y Y C0 ° E T t n N v T U ° N 0 m S E N Q l C D ° � N ° z Q ° J 1 s z w m Q N Y � a " N J � N O d J O O L a N O » ° 0 � U N N n w � 3 o `m 0 E ° o »% n � E n U � O N � O S � F E' _Y / �Luo If w�^ � m / TIE TO EXISTING CG-9D ENTRANCE 518.! / TOP=517.05 I FL=510.40 p I / 1 STORM PIPES PIPE SEGMENT LENGTH DESCRIPTION SLOPE INV. (IN) INV. (OUT) STR. 110 TO STR. EX 101 23 LF 15 IN EX RCP 14.48% 513.00 509.60 STR. 111 TO STR. 110 65 LF 15 IN RCP 0.50% 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 3.43 STR. 111 VDOT STD. DI-3B (L=6') 516.61 3.18 STR. 112 VDOT STD. DI-3C (L=6') 518.01 5.00 STR. 113 VDOT STD. MH-1 519.40 5.81 STR. 114 VDOT STD. DI-3C (L-6') 519.72 5.58 STR. 115 VDOT MOD. DI-1 MONO BOX 516.93 2.40 STR. EX 100 EXISTING STRUCTURE 512.85 4.00 STR. EX 101 EXISTING STRUCTURE 514.47 4.87 STR. EX 102 EXISTING STRUCTURE 516.46 4.51 I- - - - - - - G -526 _ - - - - / CONTRACTOR TO ENSURE 2% MINIMUM SLOPE -THROUGHOUT GRASS AREA TO INLET 115 Q -525 524 - - - - 523---------- - - - -525 �----522-------- -- -518--J - `\\\\ �523,���� .525 / / `i 518� \ _ _ � ` � � S21, \ \ I \ \ \ 115 \\\\_ --�/ Sc).. BM s \\\ \\ \ \\\ 519 LIGHT POLE B -E 518 ` ELEV;--520. \ \ \ --\\`� \\ \\ -5247 15� 519.68 � � � 519.57 519 �9 5119.69 r__ 1- -�__� r r--r r-' � TC C P 520 / 1 / r 6" PVC ® 2.0% \ I 5ti� /51 I MIN SLOPE (TYP.) FFE=519.69 111 I � i� 519.68E 519.57 _ 114 FF FFLJ - 519.SC I I / 526• 519.69 519.22 19.22 519.69- 3 �I / FF FS FS a D TC BC520.08 \ _I J 520.17 519.6h.:'S19.69;':d<'' '.'r :r=^.-::e.':G, TO I Ya:'S19.69: 519.fi1, FS }.:•: TC O TC TC 0 : x:•Y:.'.:"'r : �.'t' SFS •."€ i ls,. • TC.' I 520.7C \ h y / - 520� FS T 519.61 w / 520.33 519 T1C9.11C \ 519.1tFS C 519.TC O ) 521� TC T1C9.82 (� TC BC - - 519.TC �V 519.45 .519 51941 518 TC I TC 51.84 9.35 518.84 BI TC P I P18.84 518.84 I P RAISED 6" ISLAND 113 1 519.25 520.15� D A I � iii TC / RIDGE LINE �� W W W W W � - 519.25 519.15 I / 519.14 1 T9 518.46 TC 518.88 1.84% TC 520 TC BI 51879 �19.07 519.01 •• •• 518.6C1 I I LIMITS OF DISTURBANCE FS HP 519.12 TC �� 518 5 8.76 518.TC 518.E / \ "�� (0.79 AC.) \ \ TC 518.45 C C 518.71 TC�Sj441 519.24 518.60 FS ;.:;. TC/BC / TC FS 518.73 _ _ - - _ _ i cb s 518.68 TG \ FS - 518.39 / 518.54 8.85 0 518 i 517.77 \ \ FS -_ TC / 112 / 51714 -519- I ;� - r ...• 517.70 - \� TC \-S \ 5'17 1 110 T 517 �C 51'i.42 I ) 1; TG \ \ T=51 .08 FL 518 G 516.96- - _ SS S FL -519------- 519 �� i " SS SS \ S�5j9. \ P f Slg \ 6 oil 518- \ B \ NV IN=507.Ua s CONTRACTOR TO ENSURE 2% - - ---517-= _ _ _ - - f'= - - - T \ V�135146€c7�s MINIMUM SLOPE THROUGHOUT- - - 516- - - - - _ - - = =� P -516� a 578 \ GRASS AREA TO INLET 110- 515- - TOP=514.47 '=512.85 FL=509.60 (15)=507.50 18)=508.70// -. BM #2 '10 THEAST VARIABLE WIDTH TIE TO EXISTING iUT=507.40 NER OF DI STORM DRAIN EASEMENT SIDEWALK ELEV=512.83 D.B. 1643 PG. 641 (PLAT) - TIE TO EXISTING ECG-9D ENTRANCE 516.43- _ TC ME FORTUNE PARK ROAD D.B. 1643 PG. 643 I I I I i \ TOP=516.4 FL=511.95 OP=4.45 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. "yO GRAPHIC SCALE IN FEET 0 10 20 40 co m O N o � � N 0 Z O a m W - I I I I I I I z o 0 N L N N a Z O a UZ O a U = N O O c p N E co U a O in K o O p Z N D = a ~ r Z O W 0 0 J O U1 � Y Q 00 O O 0 U O N O U O O Ljj N cn � -t H N m > 0 Q 00 Q m m o o o Y O U w K S Vn O o v Q Z X W J�ow z UryLu0 pa- w W W�a_ ww>- z O o ili �J w J NDi Q M w m J Q .�I-EET NUMBER CG-101 'lotted tb :Baum, Carter Sheet Set:Kha La oLt:CG—lU2 UKAINAGL AKLA MAP I-ebruar Id, 2U21 Ub: bb: 46am K: MG_CIV 115414 — Ureen Glean U1U — Seminole (rail — Ablemarle Count \CAU\Plan Sheets CG-1 U2 UKAINAGL AKLA MAP.dw This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to. Kimley—Horn and Associates, Inc. I N r- m �rNRT� _ STA1,E Ro R _ SING (VAR/gB U.7i 0•B. IL463 E WpGH I� w)2� Aft Woto / y cam, / / / / ` �. `' / %/ /� ,V00 v D 4 w - - A oti S20 IIII APO I 0 7'----1 IIIIitI �� _J I I � I �; IIII II IIII II D IIII I o / II� 11 Cn IIII t// II I 1 � co QD J II D QD I F III I i \ I 1 � I N D TI'r I v i D �I I IIII I �d Jill -521 I I II j I II 1 I IIAOOti/ I I vl /l III / I Ln n I � I► I I � �/// / / I� L 0 My' CD /0 CD_ 1 Dwoo 41 / `J11�\ /_ / *1 / I I 00 ,41k* 1## M m V (n v D Z rn m ao 0 c z v A m Vl A m ao D m v 0 Z a O 0 z 0 c P 0 n 2 v D 0 $ a v D v o v v v ct D D D t+ v A N N ~O m 0 O D D m X N N . 0 INLET O D a z A y m F+ O O O O O O O a p D N A F� V O aJ tll F� O to IJ F� Ul A O 00 H D D r 7 A� D O O O O O O O O T u, O O O O N O /V A lD Ca O w O W t+ ^ O m <- N D D 3 Cl) 0 0 0 0 0 0 0 o D C Z C V b b W b b iu O T M 0 AV TD 320, b b b b 0 b b b m O O O O O O O � n m 0 0 0 0 0 0 0 0 lfl 01 lD W O� W N A P1 1p A O N 00 V Of N V W Fm+ W O1 l/1 Ol Z n A � wwu,u, 03 bbbb b b b b 3 z^' n 0 O Z U) D_ Z1 0 Z D D m z D D m c rn D A < � < D M A co OC O C O C: D m Z D z m m { m D m D m 1 m D F- KHA n = GREEN CLEAN 113414 10 BID SET 02,10i20 113414010 c�O'� �O�afp 7 02/1DATE8/2021 0 P D Ki'm1ey>>>Horn 3290 WORTH XING DRAINAGE AREA MAP x a z SCALE AS SHOWN a a' p O< PREPARED FOR DESIGNED BY CBB ,� © 2021 KIMLEY-HORN AND ASSOCIATES, INC. m z 1700 WILLOW LAWN DR, SUITE 200, RICHMOND, VA 23230 N GREEN CLEAN DRAWN BY STM O .�� PHONE: 804-673-3882 ALBEMARLE COUNTY V 4v NI CHECKED BY RRP V1 WWW.KIMLEY-HORN.COM No. REVISIONS DATE BY U N N 0 0 N a c ° 0 i E Y 0 T J1 r 3 n L 0 u 3 TJ ui Z v < o Z N > " J , Q 0 � o 3 E Y o it = < ° Y Y 'J T n� � 0 � 0 i a ° ° ° m c n 0 C O 0 N 1 `0 < o v C 0 3 O J 0 0 N L_ O 3 N C u E < 0 u o 0 _ .L+ N o O w c u E cc N � I `v n E c o c N ° 0 0 � N L� 7 ti 0 0 w r a 0 3 J s Y u L 3 Y 1 O E 0 0 p u C n ° p 0 o a v � V u 7J a 0 L 0 n ° � T 1 0 O Z < v J O 1 c w r c z < w u 3 > `v Z m z o c _ w J E < D Y c � o < N 3 ° Y 'v � W n L � C I° m m � a N 0� o Cn o w J U O O Y y n N 0 u O u v w t n `0 " J v E o Y ]] c m E u 0 0 au oIcN STORMWATER MANAGEMENT LEGEND IMPERVIOUS AREA PERVIOUS AREA LIMITS OF ANALYSIS = 0.79 ACRES t (LIMITS OF DISTURBANCE) STORM STRUCTURE LABEL 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 Dral nage Area 0.79 acres 1 -year 3,964 1.80 Impervious Area 0.49 acres 10 -year 4.30 Managed Turf 0.30 acres Forest/Open Space 0.00 acres Timeof Concentration(Tc) F 10.0 min Channel Protection Compliance Energy Balance Equation, 1-year Storm Improvement Factor 0.9 Qpost < I.F. x C_pre x RV_pre/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 02011 BMP Standards and Specifications ' 2013 Draft BMP Standards and Specifications Project Name: Date: Site Information 3290 WORTH XING 2/18/2021 Linear uevelopment Project 1140 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 o ens ace Managed Turf (acres) -- disturbed, graded for yards 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 other turf to be 0.30 0.30 Impervious Cover (acres) 0.49 OK. 0.49 0.79 Area Checkl OK. I OK. OK. Site Results (Water Quality 1 Area Checks FOREST/OPEN SPACE (ac) IMPERVIOUS COVER (ac) IMPERVIOUS COVER TREATED (ac) MANAGED TURF AREA (ac) MANAGED TURF AREA TREATED (ac) AREA CHECK 1 11 1 11 ■ 1 11 1 11 ■ 1 11 1 11 ■ 1 11 1 11 . Site Treatment Volume (ft3) 1,9os Runoff Reduction Volume and TP By Drainage Area RUNOFF REDUCTION VOLUME ACHIEVED (ft3) TP LOAD AVAILABLE FOR REMOVAL (lb/yr) TP LOAD REDUCTION ACHIEVED (lb/yr) TP LOAD REMAINING (Ib/yr) D.A. A D.A. B C 0 0 0.00 0.00 0.00 0.00 0.00 0.00 NITROGEN LOAD REDUCTION ACHIEVED (Ib/yr)JJ 0.00 0.00 C Total Phosphorus FINAL POST -DEVELOPMENT TP LOAD (lb/yr) 1.20 TP LOAD REDUCTION REQUIRED (lb/yr) -0.19 TP LOAD REDUCTION ACHIEVED (lb/yr) 0.00 TP LOAD REMAINING (lb/yr): 1.20 REMAINING TP LOAD REDUCTION REQUIRED (lb/yr): 0.00 ** ** TARGET TP REDUCTION EXCEEDED BY 0.19 LB/YEAR ** Total Nitrogen (For Information Purposes) POST -DEVELOPMENT LOAD (lb/yr) 8.57 NITROGEN LOAD REDUCTION ACHIEVED (Ib/yr) 0.00 REMAINING POST -DEVELOPMENT NITROGEN LOAD (Ib/yr) 8.57 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 GRAPHIC SCALE IN FEET 0 15 30 60 PRE DEVELOPMENT If TOP-517.05 FL=510.40 •iPM♦ii` SEMINOLE TRAIL U.S. ROUTE 29 (VARIABLE WIDTH R/W) I BM 91 So. CUT ON LIGEHT LEPOLE .71 V=52071 I I / 3290 1 #STORY BRICK F.F.=521.00 1.080 ACRES N 4 4 4 Inv mpe)-ave✓V NWIHtASI TOP=517.79 INV OUT=507.4�/ CORNER OF 01 ORTUNE PARK ROAD %711�514".4s ELEV=512.83 D.B. 1643 PG. 643 TFL- 516.4FL+511.95\ - - \ TOP=51232 _ - FL POST DEVELOPMENT If If TOP-517.05 / FL=510.40 SEMINOLE TRAIL U.S. ROUTE 29 (VARIABLE WIDTH R/W) I I L I I INV IN 15 =5.50 '/ -- BM2 INV IN 78-50W8,70 NORTHEAST INV OUT=507.40// CORNER OF 01 ELEV=512.83 -- -- I "" UNE PARK ROAD 50 R/W)- D.B. 1643 PG. 643 TOP=517.79 15�9s�FL=514.a5 TOP-516.4 \ FL-511.95 \ } m 0 o F_ N � 0 w z m >O Li o ro N rM N U Q z Z O Q U = N 00 N cc p cc U ro Q Iz O IrT 0 oor`o_ N CO / \ Q z ono w Of O on C J :2 _ ck LL 1' LU a- Y Q J CD OJ N O O r` I RYA PERKINIS LTC. No. 046565 OZ/IS/WI z m :5 w v 0 N O U in � w O O LLI Ln O ° QDC Q o m m o G z w W z a Y Y O a Lo w (U /1 O of O U QL LU c/' Ili Q H L O U rn V �r Z z ; Q X UJ J of z U�LLIC) z UJ W LL, z C:)V ran U U �I1 w Q w m J Q SHEET NUMBER CG-103 'lotted B :tHoum, Carter Sheet SetKha Layout UG-2U2 SIUHMWAIEH PHUFILES February 1t., 2U21 Ub:by:2bam K: AHIC-UVV1IJ4"14 - Green Clean\UIU - Seminole Irail - Ablemarle Count VCAUVflan SheetsVCG-2U2 SIUHMWAIED CALCULA IIUNS & DEIAILS.dw This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Ind: VERTICAL 22 N O Z O N y r- 0 D 2 C) LO C� D r m Z M IM m (A (T CT CA fT CA rn OOD N 0) O 46 115 RIM: 516.93 INV OUT: 514.53 519.5 516.93 OD I O 1 1 r q 1 0 � 1 O ® 1 O 1 N 1 1 114 RIM: 519.72 INV IN: 514.24 INV OUT: 514.14 N r ',1 1 0 fP A I O 519.8 519.66 1 I 113 RIM: 519.40 INV IN: 513.88 INV OUT: 513.78 3' COVER v 0 U I O rn (n O N M 0 m 1 mrn o -0m{ 0] D N M ::d nl D D > O Z O O F I m --IZ D O y A mV r m n v - r_ A Z A I O m 'D O m ED Irn N Z O 0 I D u0 1 Im A O 64 O I 519.2 ® m 517.56 0 0 O 112 u v4 RIM: 518.01 171 X INV IN: 513.30 INV OUT: 513.20 0 a 110 a RIM: 516.43 so ,o INV IN: 513,11 INV IN: 513.10 INV OUT: 513.00 i i EX 101 RIM: 514.47 1 INV IN: 509.60 INV IN: 509.60 1 INV OUT: 509.60 1 I I 1 I 0 O 513.8 m 1 X A I 0 1 ® 1 0 1 m 1 1 1 1 1 X 100 IM: 512.85 INV IN: 508.70 Ln CA V_1 0 Ur (A rn � N ® ? 0 00 N 01 N O 111 RIM: 516.61 INV OUT: 513.42 516.5 516.61 m 1 x 1 rn Z 1 Z Ln m0 *( 1 M? 1 m D O 0 x m Cn O 1 1 0 0 O Lo A 2.1' SEPARATION y D ® o v O J Cn O 110 ® RIM: 516.43 INV IN: 513.11 INV IN: 513.10 INV OUT: 513.00 000 N O O ;CJ O O Cn O Cn X O O n = GREEN CLEAN K"A DATE PROJECT BID SET 02/10/20 113414010 O'�a CO,i!{�0 G) STORMWATER 02,18�2021 -Z rKolmley>>>Horn z 3290 WORTH XING SALE As S"OWN a ll o y NO PREPARED FOR PROFILES C'� M 0 ©2021 KIMLEY-HORN AND ASSOCIATES, INC. DESIGNED BY CBB 7+ � 1700 WILLOW LAWN DR, SUITE 200, RICHMOND, VA 23230 GREEN CLEAN DRAWN BY STM �r Cn .�:� PHONE: 804-673-3882 ALBEMARLE COUNTY VIRGINIA CHECKED BY RRP � VI111� WWW.KIMLEY-HORN.COM No. REVISIONS DATE BY U C N a O u O N N 0 0 T E Y 0 y 0 0 0 r 3 � a D d Y) - J o Q A U � c Z N ¢ o n .o Z N Q C � c � o J c J Q o = J I Y w it £ Q Y � d Y c � o ) o � a 0 J o « C 0 v' a N `o c s 0 Z o :J 3 c 0 0 o O y `) 3 c `o v E E 0 � o I r p C 0 - v m 0 O o C E 0 0 I a E_ U � c 0 0 v J N C � a a N � v 0 a � w a N o 3 1 ~ J U U J 3 Y Y O v u E v �I o v f) 0 n o a b � o Uy 'u � v � a N' b s q `o i T n C a0 v v C J N Q C � N N z z 0 -_ o Q J 0 J Q N Y � ¢ N Y 'v ) r 0 v I N m � a N 0� 0 Fn av J C O O Y n N 0 n Z C 0 u rti v Y t n " r Y3 `o s J w m � o o Y n m E o a m 0r %2 SECTION CAST IRON -+- %2 SECTION STEEL NOTES 2'-7" LUGS TO BE 1'-3%" L 21/2" x 2%2" x I/;' COLLAR ON CAST WITH 10'-4" LONG 1 PLANS. FOR H OF NDEPTHLET HGR GREATER SHOWN 10' USE B B STANDARD DI-1A A 13 I 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF CAST GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE F IRON I STEEL ==3 JOINT APPHDIMENSIONS TIARE APPROXIMATE ONLY FOR ESTIMATING OPTIONAL N 66 + WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS BRACE RIBS 43.6 LBS CONNECTORS SHALL BE DETERMINED BY THE 3 LBS TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. INCLUDING INCLUDING 3. WHEN SPECIFIED ON THE PLANS THE LUGS CONNECTORS INVERT IS TO BE SHAPED IN ACCORDANCE i WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING TO BE INCLUDED IN THE BID PRICE FOR THE %2' x 11/2' x 4"J I 1/2" x 4" STRUCTURE. LUGS 12" I STUD SHEAR 4, IN THE EVENT THE INVERT OF THE ��? i CONNECTORS OUTFALL PIPE IS HIGHER THAN THE SEE DETAIL A . BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING COLLAR DETAIL MIN RAISED AND PLACING ALL MATERIALS INCIDENTAL LETTERING TO INLET SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - IN -PLACE. HARDWARE 2 Is.0 I 7. #4 X 8" SMOOTH DOWELS AT CLOTH 1'-3" SEE DETAIL Q APPROXIMATELY 12" C-C TO BE I PLACED IN ALL AREAS ADJACENT 4" DEPTH AGGR. TO ABUTTING CONCRETE TO PREVENT #68, #78 OR SETTLEMENT. IN LIEU OF DOWELS #8 x 6" WIDTH A 2"X4" NOTCH MAY BE PROVIDED. _ N SEE STANDARD T-DI-3, 4 FOR 3" DIAMETER ALTERNATE DESIGN. WEEP SEE NOTOE 8 8. 3" DIAMETER WEEP HOLE WIT}( 12"X12" PLASTIC HARDWARE CLOTH Iq �' MESH N GALVANIZED STEEL WIRE, MINIMUM WI 3" OR 24" WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY N N N > TO THE OUTSIDE OF THE STRUCTURE. D' 0 o io 9. CAST IN PLACE CONCRETE IS PRECAST BE CLASS A3 IT CONCRETE IS°TO BE00 I)4000 P. 1/2" 1"---IH•I^'+�-� �J� 2"1 1 10. ANY ALTERNATE METHODS OF ANCHORAGE SECTION A -A SEE DETAIL B + II -I},�' Ir MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE I1 APPROXIMATE IRON WEIGHT --j lj�- CAST IRON 11. DUMP NO WASTE DRAINS TO WATERWAY 18" CONCRETE PIPE - 1.528 CU. YD. CONCRETE 11/4° �; GRATE 363 ± 18 LBS LETTERING IS REQUIRED ET ALL DIM 2 " CONCRETE PIPE - 1.620 CU. YD. CONCRETE GRATES. LOCATION OF LETTERING MAY 24" CONCRETE PIPE - 1.817 CU. 7D. CONCRETE SECTION C-C SECTION D-D VARY BY MANUFACTURER. ADD 0.469 CU. ADDITIONAL FOOTDOFEDEPTH. GRATE DETAIL SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD DROP INLET REFERENCE SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 N r y NLl m - 91/" 1 2'-7" 4'-2" MI AK; W W W W - o-o_ o Q_ Q as as > No W* DI zZ ZZ 12" lV h � YI •a (GRATE REMOVED) DIMENSIONS FOR CAST IRON ONL1 DETAIL A 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 ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. 302 DI-3A, 3B, 3C I //%////1.E. ;1---�1fff- . DIAMETER=4'-8"+(2 x WALL THICKNESS) _ SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK 45• HALF PLAN VIEW I MH-1 I MI 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 I CONCRETE CONCRETE FEET THOUSANDS I CU. YARDS CU. YARDS 4 0.5 1 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 1 0.970 4.541 15 3.1 0.970 4.903 16 3.4 1 0.970 5.265 17 4.0 1 1.173 6.032 INCREMENT 0.45 1 - 0.582 MANHOLE FOR 12" - 48" PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION EXPANSION INLET JOINT r BACK OF SIDEWALK C rBARS B a F a o 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �_. Z 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. FINISHED a 1'-9Y4" DIA THE LETTERS V.D.O.T. ARE OPTIONAL IF USED THE LETTERS ARE TO BE 1yz" 4 CAST IN THE DEPRESSION IN TOP OF 11/z' 1/z SCOVER HOWN.1 WIDE RAISED x/e" HIGH AS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 5 SHEET 2 OF 5 REVISION DATE 106.01 106.02 M. C "f II LBARS D AR F L BAR A FACE OF CURB I I LSTEPS.'SE NOTE 58 II C K CONTROL JOINT GUTTER CRACK CONTROL JOINT W 8 PLAN 3 ° SECTION A -A MIN r--A 10 Mom' r- KEYED CONST. JOINT L-VARIABLE - MAX. 20' WARPED 2•_6" .I �B 8•• 31_01. 2„ CUTTER A APPROACH BPRS GUTTER T� - I N ao yh ,7" j rta u 0 ' ----} -- 1 BARS F BARS E #3" DIAMETER BARS B ----� BARS E WEEP HOLE FRONT ELEVATION BARS 8" V-8" 8" ����/// (GUTTER REMOVED) 3'-0" tl /4 5X1/4' BENT PLATE = SECTION B-B Ji py N TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS.•• I/4 R L21/2"X21/2"XI/;' TYPE B NOSE DETAIL SHALL BE USED WITH 00-2 & CG-6 STANDARDS. TYPE A GALVANIZED TYPE B %i' X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH I/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ NbAAPPR.PAVEMENT DI-38 L DI-3C L PAVEMENT FLOW FLOW FLOW 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SECTION A -A LETTERING OPTIONAL APPROXIMATE WEIGHT CAST IRON FRAME 239 ± 12 LBS. COVER 137 ± 7 LBS. I TOP 4 SECTION B-B BOTTOM SPECIFICATION STANDARD MANHOLE FRAME AND COVER REFERENCE 224 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 TABLE OF QUANTITIES DI-3A, 3B, 3C TYPE L AREA OF SLOT REINFORCING STEEL Concrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT Ft. S . Ft. Cu. Yda. No. Lin. Ft. #( No. Lin. Ft. X( No. Lin. Ft. NIE No. Lin. Ft. No. Lin. Ft.* No. Lin. Ft.* No. Lin. Ft.* Lbs. DI-3A 2'-6" 1.15 2.26 - - - - 1 5'-7" 3 T-2" - - - - 6 T-O" 22 4' 1.83 2.59 5 1'-6" 2 6'-7" to W-10" 3 5'-7" 3 3'-2" 4 1'-6" 3 1'-6" 4 1'-O" 64 6' 2.75 3.02 5 3'-6" 6 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 Y-6" 3 1'-6" 4 1'-0" 111 B. 3.67 3.46 5 5'-6" 10 6'-7" to 6`10" 3 5'-7" 3 3'-2" 4 5'-6" 3 1'-6" 4 1'-O" 158 DI-3B 10, 4.58 3.90 5 T-6" 14 6'-7" to V-10" 3 T-7" 3 T-2" 4 T-6" 3 1'-6" 4 T-0" 204 12' 5.50 1 4.34 5 9'-6" 18 6'-7" to W-10" 3 T-7" 3 Y-2" 4 9'-6" 3 1'-6" 4 T-0" 251 14' 6.42 4.78 5 11'-6" 22 6'-7" '- " 3 5'-7" 3 3'-2" 4 11'-6" 3 1'-6" 4 '- 298 i6' 7.33 5.22 5 13'-6" 26 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 13'-6" 3 1'-6" 4 11- " 345 18' 1 8.25 5.66 1 5 15'-6" 30 6'-7" to 6`10" 3 5'-7" 3 N-2" 4 15'-6" 3 1'-6" 4 11-0.. 391 20' 1 9.17 6.08 1 5 1 17'-6" 34 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 17'-6" 3 V-6" 4 '- 438 6' 2.75 3.01 10 1'-9" 4 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 1'-9" 6 1'•6" 2 '- 111 8' 3.67 3.45 10 2'-9" 8 6'-7" to 6'-10" 5 5'-7" 3 N-2" 8 2'-9" 6 1'-6" 2 11- " 158 10, 4.58 3.89 10 3'-9" 12 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 3'-9" 6 1'-6" 2 '- " 205 12' 5.50 4.33 10 4'-9" 16 6'-7" to 6'-10" 5 5'-7" 3 3`-2" 8 4'-9" 6 1'-6" 2 - 252 DI-3C 14' 6.42 4.77 10 5'-9" 20 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 5'-9" 6 1'-6" 2 - 298 i6' 7.33 5.21 10 6'-9" 24 6'-7" to 6'-10" 5 5'-7" 3 3`-2" 8 6'-9" 6 1'-6" 2 - 345 18, 8.25 5.65 10 T-9" 28 6'-7" to 6'-10" 5 5'-7" 3 3`-2" 8 7'-9" 6 1'-6; 2 - 392 20' 9.17 6.09 10 8'-9" 32 6'-7" to 6'-10" 5 5'-7" 3 "_"' 8 8'-9" 6 - 2 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. 8, 3" DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT PLAN H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOLE WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 12"X12" PLASTIC HARDWARE CLOTH 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. XVDOT STANDARD CURB DROP INLET SPECIFICATION REFEREN EN SPECIFICATION STANDARD CURB DROP INLET XvDQT ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 233 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' REVISION DATE SHEET 2 OF 2 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.10 STORM DRAIN DESIGN CALCULATIONS - 10 YEAR FROM POINT TO POINT DRAINAGE AREA RUNOFF COEFFICIENT CA inlet aaum INLET TIME RAINFALL RUNOFF INVERT ELEVATIONS LENGTH SLOPE SIZE PIPE CAPACITY Q/Qt VELOCITY FLOW TIME end lower end incr accu m 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 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 1 0.32 6.15 HYDRAULIC GRADE LINE CALCULATIONS - 10 YEAR INLET 0.8D+ INV (OUT) ACTUAL OUTLET WSE DESIGN OUTLET WSE Do Q. L. 5(o Hf JUNCTION LOSS FINAL H INLET WSE F L / ELEV Vo (8) Ho (9) Q; (10) V; (11) Q;V; (12) 2 V. Zg H; Angle He Hi Surface Runoff Factor? 1.3 HI IS-17 0.5 Hi (1) (2) (3) (4) (5) (6) (7) (13) (14) (15) (17) (18) (19) (20) (21) EX 101 509.90 509.90 509.90 18 4.74 105 0.0020 0.21 5.48 0.12 4.05 14.75 59.74 3.38 1.18 60 1.89 3.19 YES 4.15 YES 2.07 2.29 512.19 513.97 110 510.60 512.19 512.19 15 4.05 24 0.0039 0.09 14.75 0.84 2.64 3.86 10.19 0.23 0.08 30 0.08 1.01 NO 1.01 YES 0.50 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 0.05 NO 0.05 0.08 514.18 516.11 112 514.11 512.78 514.11 15 2.64 18 0.0017 0.03 3.86 0.06 1.49 3.33 4.96 0.17 0.06 60 0.10 0.21 YES 0.28 YES 0.14 0.17 514.28 517.51 113 514.30 514.28 514.30 15 1.49 96 0.0005 0.05 3.33 0.04 1.50 3.34 5.01 0.17 0.06 70 0.11 0.21 NO 0.21 YES 0.10 0.16 514.46 519.40 114 514.88 514.46 514.88 15 1.50 52 0.0005 0.03 3.34 0.04 1.29 3.20 4.13 0.16 0.06 50 0.08 0.18 YES 0.23 NO 0.23 0.26 515.14 519.67 115 515.24 515.14 515.24 15 1.29 58 0.0004 0.02 3.20 0.04 0.00 0.00 0.00 0.00 0.00 0 0.00 0.04 YES 0.05 YES 0.03 0.05 515.29 516.93 W 0 m Un Z O W z O ro N Lillis M N U ¢ z> O (/) LLI Z O ¢ C) = N O(-) N E CC) 0 CC) U ¢ z O r- Of p O 0 N CO / \ Q Z ~ o w Of O C J _ Of W Y w O p Y J N O O O 7 "V� I RYA PERKINIS LID. No. 046565 07-/IS/2-02I (~j O N O O M LC LLI O = O �� Li Ln > m r G Q0c Q Q o m m I� Z y W Z Y O V w < UJ O O S U TOR Of U) w Z 1- Q J_ L `J I '�I W OU0 F__ J co Q U i r n Z Z ; Q X J o z C) 0( J Z LU W W � a-�F� Lu I- O V O U `J W J N Q 1 CM W m J Q SHEET NUMBER CG-202 U C N N O 0 Q c 0 0 a N E Y 0 T a 0 r 3 0 L N 6 c N W O 0 N Q c C O O T v Y d c 0 0 a 0 a 0 3 0 D p z N a `0 J LY 1 � r o - C J w J ; 0 :J v m E 0 n o c � o i r � o Q N u 0 0 J `v N o `o E n o a 0 d - N 0 3 m o w c o € w n N I 3 5 u U � s 0 3 J o m v j u I C 0 � v N h n 0 JI 0 Y N X Y 0 E T 6 c � O v � C w � C u V � d X1 N o � c o v E m y, N c Z a 0 � N � 0 r J � N � L I v N � a N o� o av J U O O L a N 0 c 0 v rti v c s n " 5 0 J 0 F o o Y n E n m 0 0 m 0r EXISTING FIRE HYDRANT ASSEMBLY I 0' ACSA WATERLINE & FIRE HYDRANT EASEMENT D.B. 1739 PG. 532 2" RPZ REDUCED PRESSURE - BACKFLOW PREVENTER PROPOSED 10'PUBLIC UTILITY EASEMENT- 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 WATERUNEI APPROXIMATE LOCATION OF PROPOSED GAS SERVICE CONNECTION (CONTRACTOR TO COORDINATE SERVICE WITH GAS COMPANY) /// G CO 1 RIM: 519.68 31NV: 515.09 6" PVC l 11 r�j "1 w 11 LF OF 6" PVC ® 2.08% x / O J �i <1 21 CO 1 Q RIM: 519.60 OINV: 514.85 6" PVC 38 LF/OF 6" PVC ® 2.08% CO 2 RIM: 519.14 INV: 514.06 6" PVC t � 35 LF OF ((6" UTILITY QUANTITIES WATER QUANTITIES: 2.0" TYPE K COPPER WATER LINE 1.5" DOMESTIC WATER METER 2.0" BACKFLOW PREVENTER 2.0" CORP. STOP 2.0" PRIVATE PRESSURE REDUCING VALVE SEWER QUANTITIES: 6" PVC SANITARY SEWER 6" SANITARY SEWER CLEANOUT SADDLE CONNECTION L-� CO 4 RIM: 519.00 INV: 513.83 6" PVC III OWS1 RIM: 518.94 .INV: 513.75 6" PVC Q\ III OWS2- RIM: 518.78 INV: 513.65 6" PVC SS 0 2.08%- 15 LF OF 6" PVC 0 9.4 W-iW nll, 190 LF 1 EA. 1 EA. 1 EA. 1 EA. 175 LF 9 EA. 1 EA. SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) UTILITY NOTES 1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE, AND CATV. 3. INSTALLATION OF A KNOX BOX IS REQUIRED. CONTRACTOR TO COORDINATE BOX LOCATION WITH THE FIRE MARSHAL'S OFFICE. 4. CONTRACTOR TO CONTACT ACSA 3 BUSINESS DAYS PRIOR TO ANY WORK ON ACSA UTILITIES TO SCHEDULE AN INSPECTOR TO BE ON SITE. L SEE BUILDING PLANS FOR SANITARY CONNECTION BLDG CO 2 RIM: 519.66 NV: 515.09 6" PVC 12 LF OF 6" ~PVC 0 10.089 BM #1 SQ. CUT ON LIGHT POLE BASE ELEV=520.71 BLDG CO 3 RIM: 519.68 2 LF OF 6" PVC 0 2.08% �4 LF OF 6" PVC ® 2.08% CO 6 'j_:' 1000 GALLON RIM: 518.99 OIL/WATER SEPARATOR 3 INV. 514.84 6" PVC (SEE CU-501 FOR o DETAILS) WATER RECLAMATION TANKS (DESIGN BY OTHERS) (TYP. OF 3) \ `5 LF OF 6" PVC 0 6.42% CO 3 W 2" 45' HORIZONTAL BEND RIM: 518.69 INV: 513.33 6" PVC 191 LF OF 2" SCH. 80 PVC DOMESTIC WATERLINE RIM: 518.45 HORIZONTAL BEND RI 5 2" IZ INV: 511.95 6" PVC \ \Y \ SADDLE CONNECTION �56 LF OF 6" PVC 0 6.34% \ INV: 508.42 - \ - - cl �� �\ ss �s SSX- ` S s \\ / 0,515.90 S SS SS //a . C+ V�ONV IN=\507.00 � 506.75 1 fa'•RCP \ ..., 51 4 47 OPzzl: SS FL 50960 IN IN(15)=507.50 BM #2 _...._ _" DI WATERLINE I;j Vi OUST) 5008.7 7 40 /CORNEREOFTDI M M = co) ElEV=512.83 M M M -- FL=506.30 b? SEE BUILDING PLANS FOR DOMESTIC WATERLINE CONNECTION. 2" PRIVATE PRESSURE REDUCING VALVE TO BE INSTALLED WITHIN BUILDING I APPROXIMATE LOCATION OF PROPOSED ELECTRIC SERVICE CONNECTION (CONTRACTOR TO COORDINATE SERVICE WITH ELECTRIC COMPANY w PROPOSED ROUTE OF ELECTRIC SERVICE _ EXISTING 8" PVC - - - - - - - - :jsS SANITARY SEWER LINE TOP1518.08 SSSSFL=�13.10 - - - - - - - - - - \ i----� FORTUNE PARK ROAD (50' R/W) D.B. 1643 PG. 643 20' ACSA SANITARY SEWER EASEMENT D.B. 1482 PG. 105 D.B. 1739 PG. 532 I e� O ` \ P�f R �\ 15"RCP TOP=517.79 ID FL=514.45 TOP=516.46 \ FL=511.95 r�- GRAPHIC SCALE IN FEET 0 10 20 40 } m o Lj N 0 O cwi) F 0 m w 01 O r) N M N U Q Ul LLI 0 O U = N 0 O(-) N � 0 � U Q z o r- o 0 0 c o N / \ Q � z ~ o w CC 0 U N c J � _ � W Y w N 0 a- it Y Q J OJ N OO o 0 "7 v4i RYA PERKINIS LIC. No. 046565 �/IS/�I v 0 N O U � w O = O O H\ � > ° r G Qw Q o m m w w Z Z U Y O a N a w J V r Z Z ; Q X J of z Ury�C) Z W��w>- W � a-/� c) LJ u U � I'1 `J � w Q /N� / � LLI m J Q SHEET NUMBER CU-101 U C N N O U O N Q D C O 0 I E Y 0 T 0 r 3 0 L N v 0 0 N N Q a ° 0 m Y n c 0 a ° 0 3 v ° n C J_ O Q o yf N o C � v � 3 I o � L N c � w n � 0� <y Q � o v c_ o on 0 E a �E Q� c I ° -o e� � a 0 C -p N N O n w I a N U 3 C L O O N s J 3 C 0 N T I � � C o a J o tz Y W a Y m L E 0 O T 0 v C rN. v N V y u b N 0 0 �c c 0 " n N J �° N r J 'w � L a n v I N � v J a N N o N J � ° 0 0 Y ,N, a m N n ° C ✓ (j v v L L n " 5 '3 J E ° 0 Y b m E n D o a m 0 L� 9, 0„ 24" MANHOLE 1' 6" FRAME & COVERS 1' 6" (MH-5900-F) O './ _ (o .. . l d " BOOT FOR !:.. ! . 4„ HOPE 4" PIPE IN PIPE OUT `y w/BOOT 5,000 PSI J 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 OTHERS 00 Ln IT CONTROL 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 13Y C P & P 50 GPM OIL/WATER SEPARATOR CONCRETE P 648 PRECAST, LLC w/SPILL CONTROL VALVE (TJ-1000) 61 MIN, 4 VENT •' - - @LOCKOU.T �' .. - -- - BOOT FOR � g" x 30" 4" PIPE IN FLOWPORT ' PIPE OUT w/BOOT `n 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 T42"' MIN. 24" MIN. TYPICAL SERVICE TAP ABANDONMENT NTS FIG, W-6B VARIES VAF M.J. FITTING WATER MAIN 4" DIP RESTRAINED JOINT FITTINGS TO METER BOX (SEE FIG. W-6A THRU W-7E). - I COPPER 4'" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONN ECT AT MAIN WITH X"xV 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 1 METER SIZE DIMENSION DIMENSION DIMENSION A B C 1 1/2' 3'1' 5'0' 318' 2' 311' 5'0' 3'8' 3' S' MIN. ' 4' S' MIN, 12' MIN. GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. ODOR HINGES 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 7 FOR TEE OR W` IS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. NG as � M TIRED I la/1"m SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ !NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' 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 22 1 /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 2.66 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 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 o I ' II ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z u g Z N M.J. GATE VALVE LWATER LINE 2500 P.S.I. CONCRETE • 8 a 2'x 2' BEARING AREA. THRUST BLOCK •-4 a a ' NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 q. 44" MIN. 18 MIN. • . � 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 6` MIN. • „ v. d : a .• • �._ i. . d 6" MIN. Y 60» 17.5"� q .a 'G. A • � _ I ID-3 TD-15 CRIMP AND ROLL END OF COPPER PIPING REMAINING COPPER PIPE TO BE VERTI( SHUT-OFF CORPORATION STOP T42"' MIN. 24" MIN. TYPICAL SERVICE TAP ABANDONMENT NTS FIG, W-6B VARIES VAF M.J. FITTING WATER MAIN 4" DIP RESTRAINED JOINT FITTINGS TO METER BOX (SEE FIG. W-6A THRU W-7E). - I COPPER 4'" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONN ECT AT MAIN WITH X"xV 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 1 METER SIZE DIMENSION DIMENSION DIMENSION A B C 1 1/2' 3'1' 5'0' 318' 2' 311' 5'0' 3'8' 3' S' MIN. ' 4' S' MIN, 12' MIN. GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. ODOR HINGES 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 7 FOR TEE OR W` IS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. NG as � M TIRED I la/1"m SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ !NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' 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 22 1 /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 2.66 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 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 o I ' II ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z u g Z N M.J. GATE VALVE LWATER LINE 2500 P.S.I. CONCRETE • 8 a 2'x 2' BEARING AREA. THRUST BLOCK •-4 a a ' NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 q. 44" MIN. 18 MIN. • . � 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 6` MIN. • „ v. d : a .• • �._ i. . d 6" MIN. Y 60» 17.5"� q .a 'G. A • � _ I ID-3 TD-15 ODOR HINGES 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 7 FOR TEE OR W` IS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. NG as � M TIRED I la/1"m SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ !NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' 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 22 1 /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 2.66 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 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 o I ' II ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z u g Z N M.J. GATE VALVE LWATER LINE 2500 P.S.I. CONCRETE • 8 a 2'x 2' BEARING AREA. THRUST BLOCK •-4 a a ' NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 q. 44" MIN. 18 MIN. • . � 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 6` MIN. • „ v. d : a .• • �._ i. . d 6" MIN. Y 60» 17.5"� q .a 'G. A • � _ I ID-3 TD-15 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 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 o I ' II ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z u g Z N M.J. GATE VALVE LWATER LINE 2500 P.S.I. CONCRETE • 8 a 2'x 2' BEARING AREA. THRUST BLOCK •-4 a a ' NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 q. 44" MIN. 18 MIN. • . � 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 6` MIN. • „ v. d : a .• • �._ i. . d 6" MIN. Y 60» 17.5"� q .a 'G. A • � _ I ID-3 TD-15 6` MIN. • „ v. d : a .• • �._ i. . d 6" MIN. Y 60» 17.5"� q .a 'G. A • � _ I ID-3 TD-15 ID-3 TD-15 m m O N w O � i] N O w z 0 >LJ -1 l l l l l l z l o 0 N L N U Q O z > N 0 0 0 O �=N� O U N U 10 c o � o o O r O Z N 0 = c w I I 0 ~ O W �0J O !n � _ W Y r � o � Y J N � 00 N J U J o 0 "7 v'4 RYA PERKINS LIC. No. 046565 �/18/2021 z m m U O N O m n � w - O T O N � O � } > a Q m m w U Q o m Q w z z 1 O a u� a w UUl U �/ J J w Q r� z V O Z Z Q X z J of U�0 W z <z w O W W W N d rrL.1nn� � O V O (11 w N < M Q w m J Q SHEET NUMBER CU-501 -1 l l l l l l z l o 0 N L N U Q O z > N 0 0 0 O �=N� O U N U 10 c o � o o O r O Z N 0 = c w I I 0 ~ O W �0J O !n � _ W Y r � o � Y J N � 00 N J U J o 0 "7 v'4 RYA PERKINS LIC. No. 046565 �/18/2021 z m m U O N O m n � w - O T O N � O � } > a Q m m w U Q o m Q w z z 1 O a u� a w UUl U �/ J J w Q r� z V O Z Z Q X z J of U�0 W z <z w O W W W N d rrL.1nn� � O V O (11 w N < M Q w m J Q SHEET NUMBER CU-501 "7 v'4 RYA PERKINS LIC. No. 046565 �/18/2021 z m m U O N O m n � w - O T O N � O � } > a Q m m w U Q o m Q w z z 1 O a u� a w UUl U �/ J J w Q r� z V O Z Z Q X z J of U�0 W z <z w O W W W N d rrL.1nn� � O V O (11 w N < M Q w m J Q SHEET NUMBER CU-501 �/ J J w Q r� z V O Z Z Q X z J of U�0 W z <z w O W W W N d rrL.1nn� � O V O (11 w N < M Q w m J Q SHEET NUMBER CU-501 SHEET NUMBER CU-501 c STIR. BLDG CO 1 TO STR. CO 3 ° N Q v a E x E 0 T 0 0 0 a 3 � w � Y 0 n '0 Q N a ° 0 Z = U a Q E � y J J T Q d J 0 0 - o � a ° ° v o n ° D 0 .o � N O �y s 1 3 Q 0 / S � 3 C O C J w 0 0 0 a U > 524 > a. a -a ° U a » O� to 0 aa" W-- ro > > M Z z p Z Z M 0 M > > > 0 Z Z Z __-- 520 -�J PROPOSED GRADE 38 LF OF g" pVC ® 2,089, 35 LF OF 6^ PVC LF OF 6" PVC 0 2.08% 9+75 10+00 � r Q 0 - U O c o v � a Eo a n E 0 U ° o i ° HENRICO COUNTY Of ME FLOW ESTIMATE FORM aISO (Insurance Service Office) Method of Calculating Needed Fire Flow NFF (Needed Fire Flow) a ENGINEER: Kimley-Horn DATE: 2/18/2021 ., PROJECT NAME: Green Clean CALL. BY: CBB > 3 TYPE OF CONSTRUCTION: WOOD FRAME C-1 0 w Class of Construction Coefficient= F: 1.5 J Y c Y GROUND FLOOR AREA: 1,256 # OF STORIES 1 o Total Floor Area = Ai (effective area) 1256 E ° b a FIRE AREA CONSIDERED a Construction Factor G =18 (F) (A f s Ci : 1,000 s " (ROUNDED TO NEAREST 250 GPM) a y TYPE OF OCCUPANCY: COMBUSTIBLE C-3 0 (Worst Case) Occupancy Factor = Oi : 1 EXPOSURE (X) AND COMMUNICATION (P): Xt+P1= 0.00 X4+P4= .`� X2+P2- X5+P5- X3+P3- X6+P6- Y J (X+PN = 1 -0 + E(Xi+Pi) n z , E Q (Max X+Ph =1.75) 1.00 J J (n =NUMBER OF SIDES OF SJB3ECr BUILDING) Q NEEDED FIRE FLOW } NFF = (C) (Oi) (X+Ph NFF = 1,000 ° _ L L Automatic Sprinklers: NO Reduction Factor: 0% % X NFF = - 0 U n � TOTAL: 1,000 a o Required Fire Flow - Rounded: 1,000 gpm 0 o Fire Hydrants Required*: 1 I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT S S s SIGNATURE: P.E. '3 E * COMMERCIAL AREA REQUIRES 350 FT. MAXIMUM HOSE LAY o L o M o References: NFF calculation procedure described in A.W.WA. M-31, I.S.O.'s 1980 Conmxrcial Fie Rating o Schedule and I.S.O.'s 1980 Fire Suppression Rating Schedule. E 9/94 Form F-9 � C U � o N Q L 516 1 512 1 510 1 STIR. BLDG CO 2 TO STIR. MH 1 a U >>a- aa_ 524 0 0 U > U >0a 00 co ,� o �n to, - N 01In N ~ r io 6 M O W E U� 'nZ Z7 M N tD M M M i(7 0) 000 �f»__0 M M rnrMM� � N m D Z �� Z ZZ Z V 'n Cc lrl H 6�H _' - 7> 30 r O. ZO to N ? O Z N O MLZ O � > > (/7> 3O Of»> UK Z Z Z U K Z Z Z _ EXISTING 520 - GRADE L _.. SEE BUILDING PLANS FOR SANITARY CONNECTION 516 12 LF OF 6" PVC 0 10.08%- 512 4 LF OF 6" PVC 0 OIL/WATER SEPARATOR 508 (SEE CU-501 FOR DETAILS) 505 PROPOSED GRADE PROPOSED 15" STORM PIPE 1.5' SEPARATION 524 1 520 1 516 1 512 SADDLE CONNECTION TO EXISTING SANITARY SEWER INV,. 508.42 �56 LF OF 6" PVC 0 6.34% 15 LF OF 6" PVC 0 9.45% LF OF 6" PVC 0 6.42% 508 505 1 o o6 Lo U') U') 9+75 10+00 Clean - 3290 Worth Xing - Domestic Water Meter Customer Green Clean Building Address 3290 Worth Xing Zip Code 22911 Type of Occupancy 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) - 1/2in 5 X Hose (50 ft Wash Down) - 5/8 in 9 X Hose (50 ft Wash Down) - 3/4 in 12 X 0 = = = = = = = = = = = = = = = = = = = = 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 Car Wash 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 U > 0 U > U D U> 0 U U> > 0 U > > io a to > a a a 0) (0 7 � ^ ° M 524 va0 Ud' MMm MCO� ao °o a W �� 7 a 00 00 M � o�P6'n 0 LO7 c6 W Nv Z UN Qj 'nN� U U Z 7 Q 0 > Ld of,, o 0�> �.. 3z �O m ir? 0f» OM»> U K z z U of Z Z Z EXISTING GRADE - - - - 520 GRADESED SEE BUILDING PLANS FOR SANITARY CONNECTION 516 512 510 00 (o 0i 0 9+75 10+00 WATER RECLAMATION TO BE DESIGNED BY OTHERS L-4 LF OF 6" PVC 0 2.07% 2 LF OF 6" PVC 0 2.08% 524 520 516 0 LF OF 6" PVC 0 2.08% 512 510 GRAPHIC SCALE IN FEET 0 10 20 40 HORIZONTAL CARWASH ADDITIONAL WATER DEMAND A PP_1C A T 10N NUMBER FUNCTION WATER TYPE JET USE FACTOR FLOW RATE PER MIN RECLAIM WATERIMIN FRESH R.O. REJECT SIZE QUANTITY GPM/JET 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 1.5 5 TRIPLE FOAMER fresh SH 3 3 35.00% 9 3.15 6 WRAP FOAMER#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 FOAMING APPLICATOR ARCH fresh F.T. 9 1 100.00% 9 9 11 FOAMING APPLICATOR ARCH fresh F.T. 9 1 100.00% 9 9 12 Mitter1 any 4010 4 1 100.00% 4 4 13 Mitter 2 fresh F.T. 4 1 1 100.00% 4 4 14 FLIP ARCH fresh 0004 10 1 8 100.00% 18 18 15 TOP OMNI 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 any 0004 3 3 20.00% 9 1.8 18 RINSE any 4010 1 6 20.00% 6 1.2 19 MIRROR RINSE 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 SEALER WAX 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 APPLICATION TIME IN SECONDS: 30 FACTOR: 50.00% 50.00% 50.00% AVERAGE GALLONS USED PER CAR: 30.00 27.68 13.00 AVERAGE CARS PER MONTH: 7000 7000 7000 7000 ESTIMATED GALLONS PER MONTH: 210000 193725 91000 AVERAGE EVAPORATION AND CARRY OUT PER CAR TOTAL WATER USES TOTAL WATER IPECLAIMED FRESH WATER H2O LOSS/EVAP DISCHARGE TO SEWER Gallons Per Car (GPC) GPC 70.68 30.00 40.68 6 34.68 ESTIMATED AVERAGE RECLAIMED PORTION: 42.45°/ 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 r m 0 w o � N � O wn O m >LJ LJ o M N M N U Q z> O Lj Z O U = N > 0 O U Cc U ro U N Q z 0Of 0 r-0 N co /\ Q z ~ o w of U N c J � _ cl� W 1' w N O a- y Q J CD OJ N O O r O�,+I,r�G' �O}4�ALTH j RYA PERKINS y LIC. No. 046565 �^ aL/I8/2azl z m a v 0 N O m U 0- w o C Li cn \ U� > 'm a� oCc a o m o Q \ Z W W z ¢ Y Y O a Un w r� V J Z () �Ow I-- J_ J Q L.L J U � J U Q z CD Z Z Q X J of z U�oC) W �z W>�LUw>- L1J>a z o 0 n/ O V J N co w m J Q SHEET NUMBER CU-502 U c N N O U O N Q 0 0 a N T Y a T a 0 r 3 v 0 v 0 0 Q a 0 0 T v Y T d c 0 0 a 0 0 a c 0 3 � D O z Q O J N 1 0 zo J i s J. J 3 Y c v U E L U n C 0 o .S. Q C J o v u c C O J o J `v m n 0 `o E E n o Q 0 'o O N - a 0' N O WC E O a N w a I N 0 U 3 L C U O s 0 3 J 0 C N� Lv I v C � O � N N 7 O n J w u Y a v Y X 0 E T � o E C T y o v y u i b 0 O C J W E UJ � L � ti C z - Q c J o 1 N o z � 7 r J � i i N J � � a N o o o v J U O O L Y .N. n N w C O v v Y s n " r Y3 o s J w E o Y b m E n D o a v� 0r 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. / / / I / 0' ACSA WATERLINE & FIRE HYDRANT EASEMENT / D.B. 1739 PG. 532 / / / I/ GENERAL NOTES 1. PHOTOMETRIC PLANS ARE PROVIDED FOR INFORMATION PURPOSES ONLY. 2. MEP CONTRACTOR TO PROVIDE LIGHTING SYSTEM DESIGN. INCLUDING JUNCTION BOXES, CONDUITS AND CONDUCTOR SIZE. 3. SOURCE OF POWER FOR LIGHTING TO BE CONFIRMED BY MEP. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR SERVICE LIGHTING NOTES: 1. SEE SHEET CL-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) x °o C9 p 'p .Z •�®® ' O OS LJ o9 O o ° •Z •`� •v' •P wS '�Y � y O �g 'f x s 8 •� ' ° O O I 20 O (O 2 1 p ?"� 1S p 2 0� ���yy" O Z`r x 'S ® •y `�' 1 p 6 O �O O B l e P �� I -PO 1 / 6 6 � O ' S 6 �S S, �2' 1�0 ^_ F c;2 r.Sj ) r__y�.l r0--1 r--p rj —1' S '6 �•p �W `•l1 9 eol kN l., ^ O p A �� o / 1 8S �oL OJ 2 P° o O a 6 ie 33 B B B g Q 2 6 cp Q; m 6 _— --- 8, O L J �-' y • S > -`- S' --p P 1 � ^,I I+ 6 P t T 9 x ° `� . u' o O . • 6 1 �g@ S 9 9 °`� 3, S SP.9 68 '9,l •� ,P 6 6� 6 t�'� �2 P 6 P 'P 2 1 2 ° O l •"' '° c'6 22 c:1 2 ri cx S •° •S •� �?6 ,P� 2 , e D S "� 2 2 2 1 21 1 1 / z 1 6 ?S 26 r.� 2 1 2 p ° •.� u7 �i •S 'p 9 S 2 'P •S ,6 2 S6 ri 2 S •S X .9 1 PP A� F S S •p •2 •2 S'1 S 06 �i/ P ID 9S S 9 •2 .�, N 61 / \ p P 8 ys 20 s1 �o ^ A /1 s •P 1P 20 I\ o\� Q -a --s ---5 ---2-- °1--�� S �(NDj,� ° I — — — — — O O .O O O Syr O I° 'O O 'p O .� � O O •2 � O VARIABLE WIDTH ° ° �° a STORM DRAIN EASEMENT FORTUNE PARK ROAD ° ° o ° ° ° D.B. 1643 PG. 641 (PLAT ) (50' R/W) •° •p ° � I D.B. 1463 PG. 477 D.B. 1643 PG. 643 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 a 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 yO ti GRAPHIC SCALE IN FEET 0 10 20 40 m m O N w O � N O O cwi) F O m > w 01 -I l l l l l l z l 0 ro N M N U Q Z LLJ z O Q U = N O U N c U ro U Q z o Of p O r O N Q � Z ~ O W CC O O U1 c J � _ � W Y LL] <a- Y J 00 o� O O r z m :5 m N O U m � w - O = O H cn } m > Q Q Q o m m CN W Z CD Z U Y O a v a w L r n V �r Z Z ; Q J of z UryL� Z LU LL I w W� z O rrann V O U (D I� or) W J Q co co w m J Q SHEET NUMBER CL-101 C } m N 0 O 0 N o `­1 W O O _ valmontFatiguevalmont W, v - , - DS330 -Fatigue Resistant Square Non -Tapered Steel POI` veu�'a�"6'T�cl' URES o Q o STRUCTURES , , w • , • W • STP1.'.'. L : I Aff _kv O Ap Name: GIIrI Name JW Nam: gMMNbre: LytePro I .mLGolkn-coy: So l omlea ar: lui" _ - JmLo- -W. ,4„e _ I a BI. OMB: g) Pmdud: 05330 Ouse: : D , 1 pall:- D5330 - _ W Aw'ava PsoiuC: puole QaIpIIRIAPpON: Dab: E Y ANCHORAGE DATA - O AfMIWr Sa,s Mbll BD SPECIFICATIONS skaWHdr Tenon Top• ��� T 0.1. PDIDole SheN-The Ole shaft is fabricoletl frem hot relletl weldetl steel Wbin of C, ane-piece ConsWction with a minimum yield stil Mof 55 KSL g .1.pp n eso asp 8.25 pz5o p.]5alzpu.3.ou asp u25 NBre 0 g 4.00 ] 8.50 0.50 8.25 0.8Y5 075 x 1 Z00 x 3.00 3.63 0.25 M' eor M. W Z I O -A removable Cap iddro receiving rill) 5.00 11 11.00 I00 1100 1000075 x 1] 00 I M 3]s p.25 V) O Poe Top re ountl punt p Is prove r poles reou n8 drilling -500 - ] 11.00 1.00 11.00 -1.000 075. n.00.300 3I5 ass patterns for side -mount luminaire eon assemblies. For top mount luminaire - (n s.op - ] 12 op 1 op Iz alp 1 opal op.3Eoo. app 4 zs h2s O and/or bracket consult dr the tern. Other Consult the luminaire manufacturer for - r Pole Cap - PWstic correct tenon op (PL) drill which is typical ical w pole top options includepotsma cap only m-HemM1dO m > (PC) minimal or plain top (Pm which is typical when the pole top Diameter matches the W 3 . necessary slip fit dimensions. DESIGNATION,LOAD AND DIMENSIONAL DATA �' m n Handhole - A reireorced handhole with grounding prevision is provided at tasy from the base end Of the pole assembly. Each Coverhandholes includes an ®® ��- ,Z Cross Section easy to install, s tccordder i Swing Latch m durable ever assembly, U.S. NIiR�'4��JUII�k#iiTi Patent Swing latch rover is fabricated (curs doable potycarbona[e/ABS ' m blend plastic. All pole assemblies are provided with a 2.50• x 5.00• rectangular tpo 3Ds /sal z3s sss 199 a]3 aoo a0p n ]s 4pwmo U handhole. Handhole dimensions are nominal 160 244 - 610 Its 470 lee - 370 - 400 4.00 11 - 90 40DQ120 0 199 398 118 295 89 223 400 4.00 11 115 40DQ140 El Base Cover-AtWO-piece Poll babe COVer fabricated from ABS plastic is -0" iss 3sa 118 230 69 168 400 4,00 11 125 4000180 SOa Sewn 18'-0" 12fi 315 9.2 230 6.7 t68 4.00 4.00 tt 125 40D0160 ,0 provided with each pole assembly. Additional base ever options, including v the dart square (2T) cast aluminum cover, are available upon request. 9 6 zap N' 167 415 15p 400 app n 140 a0pOz00 o Handhola 20 0 1T] a43 12 ] 343 94 235 soo s 00 11 185 5000200 Anchor Bolts • Anchor bolls conform to ASTM F1554 Grede 55 and are 28.1 703 214 535 162 405_ soo 500 ] 265 5DDW200 O0 £ provided with two hex nuts and two flat washers. Botts have an'L° bend on 4.8 - -15G 26 100 1 0 _-50 -4 00 aoo 11 _ `00 -- 4000250 re g one end and are galvanized a minimum of 12• on the mmaded arid. 25p 108 270 Z] 188 54 135 400 400 ] 245 4DOW250 Z 0 i 9 8 245 63 157 37 150 500 5 ED 11 225 5000250 a iE Hardware - All structural fasteners are galvanized high strength Carbon steel. 18 5 463 13.3 333 95 238 500 500 ] 360 500oli a g All non-structural fasteners are galvanized or zinoplated Carbon steel or 57 -168 44- n0 26 - 65 - 400 400 ] _ 291 40OW300 C stainless steel. 47 150 20 50 MA NIA 500 500 11 265 50DQ300 0 300 107 267 67 167 39 100 51]0 500 T 380 500W300 Finish - Standard finishes are elmer Galvanized GvT or Finish Pointed (Fla). INT 475 132 330 90 225 600 600 ] 520 6DOW300 O Additional finish options including Finish Paint over Galvanizing (FPGV) or 5s-- 150 25 - 1bo NA - rvra -soo soo - i -4ap - sppw3s0IRE M o frad)any of the V-PRO^ Finish Coating Systems are available upon request. See a5 ° 12 4 310 ] 6 190 4 2 105 6 00 600 T 54b fi0pwa50 N I Full Bane Cover ga product ordering Code for color options. spa _ z2 _ 180 a0 - ]s MA NIA Epp soo T 605 6ppw4pO1`61N (Sfenda � Design Criteria -PMase reference Design Criteria Specification for appropriate , r o Was PZ�yi < WIN, :wry 9eM�"r aprvm«rmm°Ir w Adsaa° Z 1 U III design COOtlltlOn6. el«mrl< MwemW 9 ®MWlbn my m. Eabed Incursion, rn ;I,e mu.eee p xt9 � - d PRODUCT ORDERING CODES w DaHSquare-2T �� �mrg)E,^;Viv[.T H (OptlanagQ O pMINwnYrylSx OsbnYUMI GJ GeheNmd GV GNvend« fiC 6 as C. U = N 2 D1-ilj Dolan®2.• PP-FoIur POMN W-entl-aPTodi O U_ � D r^°* M=p)WWN @Wazm' .-0PTwSAIr- M..w vm zr smrme p.nfoam ..I. 4 m-la1G OV.W 1"Bx FpGY=�n Paul Me' arprw N Of U I, pal-MDJIY m0IBP n np• Lo=uysl C»y . Q o 0 f, re=p)Dap®m.lm.L o...m-mewinn cs-amrw a < O I\ Q 7D Tron Mounting VPa2-VIKEDrusnAls CG -pe'k bent a ^ O I'r] IY "i C Xvn1Me P4- 4.W' OD a T moon=YPM.cgyypp„ mi TokrGmn a N ZCO = -p P99=VPW-.sS ST-..9mv O P5=2.m"Opv4"mmn-µppp.6]5 so-sbre tiny A P6=2..ODl S'blan W1dn 9L-DEA A Q true `Consult factory on loading P]=z.3a'Ooa mron m-µPMI.1MSYvm sC-s Yob!c / ` Q W I ,r CO critena for pole top mounted P9=s«dal she lspmryl W'vem•ImsWem Iapw1 � It } W luminaires entl/or brackets. ONdropn<Oa Z O W C) 0_ pc=Pole can li DO J VALMGNT INDUSTRIES. INC. Ea9G01DA STREET. PG BOX 99B-VALLET, NE 9009411SA 000.83a.0888 VALMGNTBTRIILTa RES.LOM Z_ S "a' LNOXTBTRUCTURES.COM ° INDUSTRIES 8:0D e ° :° ,,,, LMONTSTRUCTUREBOmd } cl Z Y F 0 W O = 0 J Z = 3i c� it3 a- Y Q J In O EO O o N J -_ o m 3 N 0 m c 0 ro to Two, and D U ��e d U 11 N Q S U 0 C 0 0 u G o U '� N O m n O 0 CT Q C U Q O Osagagagagagagagge FW."Z m as 'a.cad N 0 O ll O O = O W ^I C7 \ > > (n 2 a� Q- Q o 22 Q Q DID W O O _ N c 3 v O 3 Y O Q N Q w V W S C n O O 0 s N U U 3 CcoulI'd As 14.IIIIII It //^ N O v / 0 L U C m JU O 0 N O > 2 UI o UO W K U Q a Y 0 0 Ele, V a D OT C 0 o v rn v C 0 - C N '- 0 N '- aV 05 -U _I L m 0 o fie 0 E - n N J C L Q r Cr-. W ois v 0 m U o Z cI"7 I- '- _ 0 Z B S J mX O y I I I Q I B a , • 2/ 0 LL I 0 ( 20 U o J L.L. 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EcoForm P features an lnnovetNe retrofit arm kit, simplifying site conversions to LED by �� eliminating the need to drill additional holes in Most Misting polea.lntegral I)eF O x«MMaeenwe GmmpMwxom�nm' x19-YM• n LxwseAhsmeMk, 3x IF➢slxnaptlB.y xISN9R" ImBnxxwsssaesmewmr4B lEosomWubN ... ua .-a ram Imr %rsm w N wwr Lwlr aver [ur,m lent wee Ion u T w M Ecr s3u sxD [w 6 W .11 33L 1m CW Rq 0 l W `. 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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. SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) cy �C\? /o� �w P O W O ACSA WA ERLINE FIRE HY RANT EASEMENT 1. 1739 PG. 532 GRAPHIC SCALE IN FEET 0 10 20 40 6 q U / MCE / I @ 441 IL TYP.) ET \ / ® to o I� I� R w t SOD (TYP) TOP=517.05- FL=510.40 \ EXISTING SHRUB TO `\ �� _ _ �� n • • U _ REMAIN (TYP.) w SS SS S S EXISTING TREE TO MULCH BED LINE (TYP.) ,� ©� ,- � :I � � Cif I SS REMAIN (TYP.) /TOP`675 90 - \ �(... ...'.SET ..... ...... .... T .. ... S3.8_5 Cl TOP=514.47 OP=512.85 FL=509.60 IN IN 15-507.50 BM 2 EXISTING SHRUB TO --. - ( )- # MULCH BED LINE (TYP.) �.....`G�j.. FP IN IN(18)-508.70NORTHEAST REMAIN (TYP.) WI TOP=t17.79 WV OUT=507.40 CORNER OF DI EASEMENT FORTUNE PARK ROAD a15"RCP FL=514.45 g SIUKM ummill ELEV=512.83 D.B. 1643 PG. 641 (PLAT) - - D.B. 1463 PG. 77 - D.B. 1643 PG. 643 _ TOP=516.46 J 20' ACSA SANITAR FL=511.95 7� SEWER EASEMENT D.B. 1482 PG. 105 TOP=512.32 �co _ - - -- - _ D.B. 1739 PG. 532 VARIABLE TH FL=506 .3 _ - - _ STORM DRAIN EAS T \ � B. 1643 PG. 641 (PLA \ \P) T \ \ \ \ PARKING LOT LANDSCAPING KEY PLAN SCALE: 1" = 50'-0" a ee Poo• ,�, �• ,, f.4 O v ' � b / ` w j" �. .° 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 m-284-I11-297 for complete specifications) 1. The following items shall be shown on the Plan: ZI Trccs to be saved; ® Limits ofclearing(outside dripllneoftrees to be saved); X1 Location and type ofpmreclive fencing; ❑ Grade changes requiring tree wells in walls; ❑ Proposed trenching or mtmeling beyond the limit; of clearing. 2. Markings: ® All trees in be saved shall be marked with print or ribbon as height clearly visible to equipment operators. M No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre-Constructhm Conference: A free preservation and protection measures shall be reviewed with the contractor on sire. 4. E.ouioment Operation and Storage: ® Heavy equipm atvehicular traffic and storage ofconsuuction materials including soil shall not be pertained within the driplines offices to be saved 5. Seel Emsum and Shamwaw, Detention Devices: ® tiu I Jce'ce k II t adv.r, I} ILu tress to be saved. 6. figs ® Fires are not permitted within 100 feet of the dripime of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stirred within 100 feat of the dripline of vees to be saved. 8. Protective Fenchun ® Trees to be retained within 40 feet of a proposed building or grading activity shall be probated by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a one m be saved, a bce well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the driplim a tree to be saved a tree wall shall be provided; and a constnuaicn detail submitted for approval. 11. Tronchine and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be dorm as far away from the ranks offices as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching wi0 destroy feeder roots. 12, Cleanup: S Protective fencing shall be the but items mmoved during the final cleanup. 13. Damaged Trees: X1 Damaged trees shall be treated immediately by pruning ferdlimeoo mother methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSERUTY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION �REQOH[ENIEMrs oyl7fzf CONTRACT PURCHASER SICNATL•RE DATE (DATE) 5/1/06 Page 1 of 1 } m o LLJ N 0 ) o m 01 -1 I I I I I I z l o 0 to L NCN U Q z > O v o w z Q O U = N O U m N m U U Q 0 r- 0 0 0 0 Z N o S Q z o } w z 00 w O O � w O U 3: Y Q J 00 N w U O J o 0 BBIE D. ROACH LIC. No. 1870 oz/la/2o21 U O N 0 O m U Cn (n m IY m- O = O L�j N O \ } > w QOC a m m m a o \ o z _ N w z 3 v Y O a a w U o o z a. z Is-- z a. Q rz V C7 X W J�ow Z Urv�c) Z Lu W� Lu>- Wz '0V O ��I..L w � c') W m Q SHEET NUMBER CP-101 U C N N O U 0 a -o 0 _ `o i v E Y 0 T a 0 r 3 a 0 u c v N 0 N N 3 Q v a o J Q E - o � T Z E Q y n T Z o z :. a Z a z o Z ° Q � J = 1 � � o n N I `o s m 0 m = � v n c 3 0 0 'J L a '3 _ N c E O U � N O L � C 0 n N Q u o v - n N o C E E -o n I � N o -o N w a v o a N N 3 � u � s h 3 `o Iv Y v C 0 Y N N 0 FL E o ti N 'u � a L ii v w y T b O v L C O v v N N n " J � Q Z Z wE Q , Z z o � o Z - c Z 'v Q `w J r 1 H n � I N i v � a N 0 o o w J a 0 0 Y .N. n N w n ° C 0 v N L s n " r $ s J w E o Y b m E n D o a m 0r GENERAL NOTES A. CONTRACTOR SHALL REVIEW ALL DRAWINGS, SPECIFICATIONS, PERMITS, AND REGULATORY REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. B. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPING AND IRRIGATION PERMITS. C. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS PROVIDED BY OTHERS. D. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA @ 1-800-552-7001 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. E. FINAL LOCATION OF ALL PLANTINGS SHALL BE DETERMINED IN THE FIELD BY THE OWNER'S CHOSEN REPRESENTATIVE. F. SUBSTITUTIONS AND/OR MODIFICATIONS TO PLANTING LAYOUT, PLANT MATERIALS, ETC. SHALL NOT BE MADE WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. G. CONTRACTOR SHALL INSTALL ALL PLANT MATERIALS AS SHOWN IN THE DETAILS, AND AS INDICATED IN THE LANDSCAPE SPECIFICATIONS. H. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS. I. SIZE AND GRADING STANDARDS OF PLANT MATERIALS SHALL CONFORM TO THE LATEST ADDITION OF ANSI Z60.1, AMERICAN STANDARD FOR NURSERY STOCK, BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. J. ALL PLANT MATERIALS SHALL BE NURSERY GROWN STOCK AND SHALL BE FREE OF ANY DEFORMITIES, DISEASES, OR INSECT DAMAGE. ANY MATERIALS WITH DAMAGED OR DISFIGURED/ CROOKED LEADERS, BARK ABRASIONS, SUNSCALD, INSECT DAMAGE, ETC., ARE NOT ACCEPTABLE AND WILL BE REJECTED. K. TREES NOT EXHIBITING A CENTRAL LEADER WILL BE REJECTED UNLESS CALLED OUT IN THE PLANT LIST AS MULTI -STEM. L. ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY SHOVEL EDGING. NO EDGE SHALL BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS. M. PLANTING BEDS SHALL RECEIVE 3" OF DARK, SHREDDED HARDWOOD MULCH THROUGHOUT. ORANGE AND/ OR RED MULCH IS NOT ACCEPTABLE. N. ALL AREAS ON PLANS NOT INDICATED TO RECEIVE SOD PLANTING, PAVEMENT, OR HARDSCAPE WHICH ARE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SEEDED WITH FESCUE, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. SEE SEEDING NOTES THIS SHEET. 0. PLANT MATERIALS SHOWN ON PLANS ARE A GRAPHIC REPRESENTATION ONLY. CONTRACTOR SHALL PERFORM ALL LANDSCAPE INSTALLATION ON THE SUBJECT PROPERTY, AND NOT ON ADJACENT PROPERTIES, UNLESS OTHERWISE DIRECTED BY THE OWNER OR THE OWNER'S REPRESENTATIVE. ROOTBALLS OF SHRUBS AND TREES SHALL BE PLANTED, IN THEIR ENTIRETY, WITHIN THE BOUNDARIES OF THE SUBJECT PROPERTY. P. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES, UNLESS OTHERWISE DIRECTED BY THE CIVIL ENGINEER. Q. QUANTITY TAKE -OFFS INDICATED ON THE PLANTING SCHEDULE ARE FOR CONVENIENCE ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE SCHEDULE, THE GRAPHIC REPRESENTATION IN THE PLANS SHALL DICTATE. R. ALL LANDSCAPED AND LAWN AREAS ARE TO BE IRRIGATED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TURNKEY DESIGN BUILD IRRIGATION SYSTEM AS PART OF THE BASE BID FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE AN IRRIGATION PLAN AND PRODUCT CUT SHEETS FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO BEGINNING WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING IRRIGATION SLEEVING AS SHOWN ON THE LANDSCAPE PLAN PRIOR TO INSTALLATION OF PAVING MATERIALS. S. ALL MULCHED BEDS SHALL HAVE AN APPROVED GEO-TEXTILE WEED BARRIER INSTALLED PER THE PLANTING DETAILS . PRODUCT SPECIFICATION SHEETS SHALL BE SUBMITTED TO THE OWNER OR OWNERS REPRESENTATIVE PRIOR TO ORDERING MATERIAL. PERFORMANCE SPECIFICATION I. PLANTS A. General 1. Live healthy plants free of dead branches and parts 2. Free of disease, insect, injury and damage 3. Unbroken, intact, dense and solid rootballs and containers, without cracks, flat sides or previously repaired damage. 4. Free of girdling roots or rootbound/circling container conditions 5. Plants of consistent in growth habit and healthy character 6. Free of compromising growth conditions such as weak crotch connections, crossed branches, snags and scars 7. Point of origin growing location within 100 miles of project site 8. Graded, standards, caliper, sizes and stock consistent with ANSI Z60.1, American Standard for Nursery Stock most current edition 9. Species identified consistent with Hortus Third: Concise Dictionary of Plants Cultivated in the United States and Canada, most current edition and Manual of Woody Plants: Their Identification, Ornamental Characteristics, Culture, Propagation and Uses, most current edition 10. All disturbed areas shall be grass seed unless otherwise identified on landscape plans B. Trees: 1. Deciduous Single Trunk a. Full, straight and upright with consistent symmetrical natural branching pattern throughout b. Branching Height -seven (7) feet to lowest branch in two years unless otherwise required by local jurisdiction 2. Deciduous Multi -Trunk a. Full and upright with straight consistent symmetrical natural branching pattern throughout b. Canes evenly spaced and of similar growth habit c. Free of suckers and extraneous branching 3. Evergreen Single -Trunk a. Full and upright with continuous symmetrical dense natural habit b. Clear branching height twelve (12) inches above top of rootball c. Free of suckers and extraneous branching d. Do not shear or otherwise prune to shape plantings C. Evergreen and Deciduous Shrubs 1. Full, dense and naturally symmetrical. 2. Consistent with container and/or balled and burlapped size 3. Free of suckers and extraneous branching 4. Do not shear or otherwise prune or shape plantings D. Evergreen and Deciduous Groundcover 1. Full and dense in pots or flats E. Perennials and Seasonal Color 1. Full and dense in pots or flats F. Turf Grass 1. Subgrade a. Soil Mix-10% Compost, 90% topsoil by volume b. Preparation -loosen subgrade to a minimum depth of four (4) inches. Remove all non -natural materials including litter, stones, sticks and all items greater than % inch in any dimension c. Preparation -spread soil mix at a depth of four (4) inches continuously to meet grade elevations shown on drawings. Allow for thickness of sod when applicable 2. Grass Sod a. Install not longer than twenty-four (24) hours from harvest b. Grass bed not less than two (2) inches in continuous thickness c. 100% continuous live sod coverage after first growing season and at end of warranty period. d. Of uniform non -varying density and continuous texture quality capable of growth and development immediately upon installation. Weed and noxious plant free e. Stagger installation rows and place aligned parallel to contours f. Fill joints solidly with planting bed preparation soil g. Provide anchor pins at twenty-four (24) inches on center for slopes greater than 4:1 3. Grass Seed a. Mix approved by the Landscape Architect b. Provide first and new of year seed crops in mix free of weed seeds and deleterious matter c. Provide seed mix not greater than 15% annual or perennial rye d. Coverage 85% continuous coverage live stand after first growing season and at end of warranty e. Replacement or overseeding mixes consistent with original application/installation f. Provide erosion blankets or other slope retention methods as noted on drawings II. Materials and Appurtenances A. Testing 1. Materials testing information/certificates/dated labels shall be current to the project and performed/certified not greater than 120 calendar previous days from current date of submittal for review B. Top Soil 1. Neutral Ph balance 5.5 -7.5. Friable and containing 2.0-5.0% organic matter by dry weight. Continuously free of non -soil items such as stones, debris, sticks, trash, and deleterious matter greater than % inch in any direction. Clay content shall not exceed 25%.Gravel content shall not exceed 10%. Silt shall not exceed 25% C. Use of Existing Topsoil 1. Existing topsoil on -site may be repurposed with prior Owner approval. Contractor shall provide soil testing and additive program that demonstrates consistent performance and characteristics and composition as identified herein. Owner shall approve soil testing and soil amendmentladditive methods and procedures D. Shredded Hardwood Mulch 1. 100% organic shredded first year hardwood free of deleterious matter, rock, gravel and weed seed. Neutral Ph balance 5.5-7.5 E. Composted Pine Bark Fines 1. 100% organic ground pine bark with no particle dimension greater than %-inch and no greater than 10% wood content F. Compost Ph 1. Balanced 5.0-8.5 mature, stable and weed free produced by natural aerobic decomposition. Free of visible contaminants and toxic substances. Not greater than 5% sand, silt, clay or rock by dry weight. Consistent with US -EPA CFR Title 40 Part 503 Standards for Class A biosolids G. Compost Testing 1. Prior to delivery on -site, the following items are required for approval by Owner: Feedstock percentage in final compost product; statement that the products meets federal, state and local health safety requirements 2. Provide copy of lab analysis less than 120 calendar days old verifying that the product meets described physical requirements; chemical contaminants; Ph; physical contaminants; biological contaminants (including a statement that fecal coliform and salmonella testing and results comply with requirements of the US Composting Council Seal of Testing approval programs H. Planting Mix 1. 85% topsoil and 15% Compost I. Fertilizer 1. Granular 10% nitrogen, 6% Phosphorous, 4% Potassium granular form with 50% Nitrogen in organic form. Product and Material Safety Data as approved by Owner J. Herbicide 1. Product and Material Safety Data as approved by Owner K. Water 1. Potable only unless otherwise approved by Owner L. Hardwood Stakes 1. 2 x 2 x 48 inch square of sound hardwood, painted flat black on all sides M. Tree Ties 1. Villa Non -Abrasive Rubber Tree Ties or approved equal N. Filter Fabric 1. Mirafi 140-N or approved equal Ill. Execution A. Site Conditions 1. Inspect site and notify Owner in writing of acceptance with indication that project conditions are acceptable 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 .,,.., AM, A, ,,,r r,,,r.r n DECIDUOUS TREE PLANTING NOT TO SCALE SHRUB PLANTING NOT TO SCALE } m N w N � 0 o vw F 0 m w 4L LEADER Z rE NURSERY STAKE oM N M N U Q z 3RAISIVE RUBBER TIES. wci (3)) TWO INCH TREE STAKES. ¢ o L 8" AWAY FROM EDGE OF THE v = N 3ALL. STAKE LOCATION SHALL NOT o 0 ro 0 ERE WITH PERMANENT BRANCHES. of 0 3 SHALL BE PAINTED BLACK PRIOR TALLATION. A 00 Of r- o_ Za N TO MULCHING, LIGHTLY TAMP SOIL Z ~ o w ID THE ROOT BALL IN 6" LIFTS TO of 5 o N co TREE. DO NOT OVER -COMPACT. THE PLANTING HOLE HAS BEEN cc Z Y LLED w 0 o � 3 a- - it Y NED SOIL. TURN THE SOIL TO E COMPACTION TO THE AREA AND 0 SHOWN. N 0 _R OF MULCH. O ON TOP OF ROOT BALL SHALL NOT ■ D o o � FINISHED GRADE. NI EXISTING SOIL. SCARIFY SIDES OF PLANTING PIT TOP OF ROOT BALL SHALL BE FLUSH WITH I FINISHED GRADE. �5 BOTTOM OF ROOT BALL RESTS ON O � EXISTING OR RECOMPACTING SOIL. ROBBIE D. ROACH LiC. No. 1870 SET SHRUB AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL MAKE (3) -1" CUTS IN SIDES OF THE ROOTBALL PLANTING SOIL MIX PER PLANTING SPECIFICATIONS UNDISTURBED SOIL PEDESTAL NOTE: SHRUBS INSTALLED IN CONTINUOUS SUCCESSION OR LARGE BED SHALL BE PLACED IN ONE CONTINUOUS DEPTH BED Z M :5 d v 0 N O U M 0� w O = O �� Ln > ° r Q ao; Q o m m o \ z W W z Y Y O a v a w V ) WU) Oa ///Z I I_I W Z_ 0 F- 0 a J a_ Z rn V �r Z Z ; Q X J o z Lu Ury�� J a. z LLI W��w>- LLI LU L/1/ L O V O U ar I 1 `J w J NMJ Q t' W M J Q SHEET NUMBER C P-501