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HomeMy WebLinkAboutSDP202000080 Plan - Approved Letter of Revision 1 2022-02-15PROJECT CONTACT LIST APPLICANT/DEVELOPER GREEN CLEAN AUTO WASH, LLC 5215 COLLEY AVENUE, SUITE 109 NORFOLK VA 23508 CONTACT: CRAIG VAN BREMEN EMAIL: CRAIGOGCAWEXPRESS.COM TEL: (757) 460-8360 OWNER GUARANTY BANK 0/0 W ROD GENTRY, UNION BANK, AND TR 4355 INNSLAKE DRIVE GLEN ALLEN, VA 23060 CIVIL ENGINEER Kimley»)Horn KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DRIVE, SUITE 200 RICHMOND, VA 23230 TEL: (804) 673-3882 CONTACT: RYAN PERKINS, P.E. EMAIL: RYAN.PERKINS@KIMLEY—HORN.COM ARCHITECT SBA STUDIOS, LLC 1565 DALE FORD ROAD DELAWARE, OH 43015 TEL: (440) 476-8539 CONTACT: KEVIN CIESZYKOWSKI EMAIL: KEVINC@SBA—STUDIOS.COM SURVEYOR J11ENNINGSTEPHENSON P.C. H LAND SURVEYORS Ke v & PLANNERS JENNING STEPHENSON, P.C. 10160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 TEL: (804) 545-6235 CONTACT: KENNETH R. BLAYLOCK JR. PLANNING/ZONING PLANNING COMMISSION 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (804) 677-0463 CONTACT: COREY CLAYBORNE FIRE MARSHAL DEPARTMENT OF FIRE RESCUE 460 STAGECOACH ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5833 CONTACT: SHAWN MADDOX VICINITY MAP �o ONLY THE COMPLETE AND APPROVED PAPER COPY OF THE PLAN a MISS UTILITY OF VIRGINIA SET INCLUDING ALL SUBSEQUENT REVISIONS WILL SERVE AS THE = OFFICIAL CONSTRUCTION PLANS. N, 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 CALL BEFORE YOU DIG AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO 811 KIMLEY—HORN AND ASSOCIATES, INC. LETTER OF REVISION #1 FOR FINAL SITE PLAN SDP202000080 RIVANNA MAGISTERIAL DISTRICT WORTH STATE VICINITY AIAP SCALE: 1 " = 500' //h SHEET INDEX Of j 0 V O z W y G a�z�z o m o a o_ o > J O r Q > Q U O J W RTH XING O Z V W F Q > Q a W m Q ' Z SHEETNUMBER SHEETTITLE CA-100 COVERSHEEr CA-101 GENERALNOTES CV-101 EXISTING CONDITIONS CS-101 SITE PLAN C -5SHED1,11A L CS-502 SITE DETAILS CG-101 GRADINGPLAN CG-102 DRAINAGE MAP CG-103 STORMWATER QUALITYAND QUANTITY PLAN CG-201 STORMWATER PROFILES CG-202 STORMWATER CALCULATIONS & DETAILS CU-101 UTILITY PLAN CU-501 UTILITY DETAILS CU-502 UTILITY CALCULATIONS & PROFILES CL-101 LIGHTING PLAN CP-101 PLANTING PLAN TOTAL NUMBER OF SHEETS: 19 PROJECT DATA SITE STATISTICS PARCEL ID: 04684-00-00-001D0 SITE ADDRESS: 3290 WORTH CROSSING ZONED: HIGHWAY COMMERCIAL MAGISTERIAL DISTRICT: RIVANNA APPLICABLE OVERLAY DISTRICTS: ENTRANCE CORRIDOR AIRPORT IMPACT AREA STEEP SLOPES -MANAGED EXISTING USE: COMMERCIAL PROPOSED USE: CAR WASH BUILDING SIZE: 3,700 sf BUILDING HEIGHT: 22' 4" TOTAL SITE AREA: 1.08 AC, TOTAL DISTURBED AREA: 0.79 AC. TOTAL IMPERVIOUS COVER: 0.51 AC. (47%) OPEN SPACE: 0.57 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 VIRGINIA STATE 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 VAHU6 CODE: JR08 BUILDING SETBACKS FRONT: 10' (SEMINOLE TRAIL) FRONT: 10' (WORTH CROSSING) FRONT: 10' (FORTUNE PARK ROAD) SIDE: 0' PARKINGSCHEDULE 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 APPiFJV D b/ LheP3 emarle COunty ;�rr's: unify Dar !o's'ne�;t De,:at.ee�; _soPZozo cooeo _40.2*kI APPROVALS DA•rE DEPARTMENT OF COMMUNPCY DEVELOPMENT PLANNER/ZONING 2-15 Zozz ENGINEER INSPECTIONS ARB DEPARTMEN'r OF FIRE RESCUE ALBEMARLE COUNrY SERVICE AUTHORITY A� VIRGINIA DEPARMEN"f OF TRANSPORTATION HEALTH DEPARTMENT RYA R. PERKINS LIc. No. 046565 of/31/2072 w O N = O O W N � � m o Q w F— W TW z: ) N ry W 0 a fn z_ V 0� Z Z LJJXo< _1 = Ow LLI U� -1 w U z W;�:a�:D O U' o i n w v N C'7 Q w n SHEET NUMBER CA-100 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 (VON) 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 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 NTH 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 REQUIRED 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 VOOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE, ALL PIPE FOR STORM DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE SEALER - 1" SIZE "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED EQUAL FOR SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER UTILITIES IS REQUIRED UNLESS OTHERWISE NOTED. 3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS DIRECTED BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER DRAINAGE ITEMS. 4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH STRUCTURE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL LOCATE ALL END SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY. 5. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE. 6. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT INFORMATION. 7. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY APPLICABLE AUTHORITY. 8. ALL ELEVATIONS ARE'IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 13. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. UTILITY NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. - 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. 4. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS NECESSARY TO VERIFY TIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES, INC. AT (804) 673-3882. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL UTILITIES (UNLESS OTHERWISE NOTED). 7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH THE UNIFORM STATEWIDE BUILDING CODE. B. 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. RYAR. PERKINS Llc. No. 046565 OI/31/2022 0ID CN O U vt m O T aQ oM ¢ m M Y O U In O O U Q (D Z_ V U Z Z J z = o W w U �Z Z 0 a W W � ww } a z r/ O (> o LL. U cy) W v J N Q Co '.75 w m J Q SHEET NUMBER CA-101 Y.M CURVE TABLE CURVE LENGTH RADIUS DELTA I TANGENT ICHORD BEARING CHORD Cl 133.38 325.00 23'30'53" 67.64 S50'44'05"W 132.45 C2 I 65.301 35.00 106'54'18" 47.22 N87'34'13"W 1 56.24 C3 46.141 35.00 1 75'31'49" 1 27.11 NO3'38'51"E 1 42.87 SEMINOLE TRAIL U. S. ROUTE 29 LOCATION OF "STEEP SLOPES -MANAGED' (VARIABLE WIDTH R/W) �AS IDENTIFIED ON ALBEMARLE COUNTY GIS - - - - - - - - -OD� _ - - 526 ROD FND.11` s45=E 82.21 FIND. - L`hs" 99.91' T SETROD FND.525 ROD ru NOT ACCESSSQ. SM 1 1.11 -519 LIGHT POLE BAS \ \ \\1 \\ 524 / / c 520 Q 00 lyw ry` - 522� �I / ® / I \ FIRST CITIZENS BANK & TRUST COMPANY 0 #3290 f \ ADDRESS: 1815 FORTUNE PARK ROAD IT - © 1 .=BRICKY I \ I PARCEL ZONED:IDHIGHWAY COMMERCIAL 1 / \ -520- © F.F521.00 / TOP 514.25 1.080 ACRES 20 ACSA W ERLINE / &FIRE HY RANT EASEM NT 520 \\� ® I D.B. 1739 PG. 532 / ' -520 -----_-.519--. TCP=518.47 FL=515.30 - i \\,� - -- TOP=517.05 \'`y' \ LLL S /13.40-TS"CPF518---\\ I FL=510.40 0 517: (�\ \ 2'GP�- NV=51 .05 -�\\ I \ --- -\ -- FL=515.30 ® TbPJ518.08 \ _ r---- -- -- c� - 517-_- SS S FL= 13.10 n a 6 -516- N\ S - Ss - SS \ SS S �� _ I �y 5, _ 'Pc NV 1514 0 S _ --- _----- n - t�==�� _=516_�\ _ ®� - .r SET-_ __ \ 18"RCP 513 IN y IN(15) 507.50 BM �/2 FL=509.60 N w 1a=soa.7o// NORTHEAST VARIABLE WIDTH V OUT=55' CORNER OF DI S7� TOP=�17.79 5"RCP ELEV=512.83 STORM DRAIN EASEMENT - IPO-RTUNEO PARK ROAD a _ FL=514.45 M D.B. 1643 PG. 641 (PLAT) r� D.B. 1463 PG..177 _ D.B. 1643 PG. 643 _ TOP=516.46 J FL-511.95 20E ACSA SANITAR A D.B. 1482PG. 105 \ ioP=stz.3z _ _ -- - - - - - - _ D.B. EN 1739 PG. 532 \ VARIABLE WIDTH / FL=506.30 '��- �� _ ` STORM DRAIN EASEMENT - B. 1643 PG. 641 (PLAF�\ I I I \ / I �y I / I I rn LEGEND a' DECIDUOUS TREE 0 SHRUB • BOLLARD HANDICAP PARKING/RAMP BENCHMARK ® CLEANOUT O ELECTRIC METER FAa HVAC UNIT EV ELECTRIC VAULT © CABLE VAULT (s TELEPHONE PEDESTAL SIGN FIRE HYDRANT pd WATER VALVE ® WATER METER ® GRATE INLET Q DRAINAGE MANHOLE O6 SANITARY MANHOLE * LIGHT POLE GRAPHIC SCALE IN FEET 0 10 20 40 ALTA/NSPS LAND TITLE SURVEY OF vzx of 9.080 ACRES OF LAND LOCATED ON THE v� r SOUTH LINE OF SEMINOLE TRAIL RIVANNA DISTRICT * ALBEMARLE COUNTY, VIRGINIA ;NNETH R BWYIAC$ dRZ Lie. NO. 2833 DATE. DECEMBER 17, 2020 SCALE: 1" = 20' EN NING 10160 STAPLES MILL ROAD STEPHENSON P.C. SUITE 103 l SURVO¢ P060 GLEN HONE ALL804 545VA 36235 LAND SURVEYORS wE FAX - 804-545-6259 & PLANNERS _ J.N. 20-667 wl 0 U O N = W � O N ¢_ y Y O N U M Z Z 0 vJ � X W p rn z_ V 0 Z Z Z LLJ J = oO W U-j �z ZOaw W w w >- W 0- O U' o Ur Cy) w NJ c ¢ n SHEET NUMBER CV-101 �-t-x SEMINOLE TRAIL U. S. ROUTE 29 (3) EXISTING SHRUBS TO (VARIABLE WIDTH R/W) BE REMOVED (3) EXISTING SHRUBS TO BE REMOVED L P.O. B. ROD ROD FND. N41'24'45"E - - 82.21' _N4B 4 '45"E �W®C40�®� " ®C�? (f C. M,5 ��',��yy,�99.91, SOD ROD ®OOv � � v v � ��000000® FND. — — EXISTING STORM STRUCTURE TOP=517.6706j/ ROD �. / TO BE REMOVED COULD NOT ACCESS ` , 0 \ ® I I EXISTING SIGN N I TO I BE REMOVE" 7 t' OVEXISTING LIGHT 0 I EXISTING LIGHT TO BE REMOVED TO BE REMOVED �7 EXISTING STORM PIPE BM #I / 0 LIGHTT POLE BAS 0 (vim / TO BE REMOVED �j \4fJ ELEV=520.77 / EXISTING TREES AROUND BUILDING TO BE REMOVED (TYP.) C� • I Tn ( Cf ve EXISTING SHRUBS AROUND 0(?BUILDING TO BE REMOVED (TYP.) - 0� r� ®®0®_ EXISTING BUILDING ® ,'0 BE REMOVED � I JJJ EXISTING LIGHT _ TO BE REMOVED 0 � FIRST CITIZENS BANK & TRUST COMPANY #3290 ' ADDRESS: IBIS FORTUNE PARK ROAD w / ® I TO BE REMOVED EXISTING sroOM STRUCTURE 1 STORY I PARCEL ID: 046B4-00-00-00101 �o\H( ® BRICK ( I� ZONED: HIGHWAY COMMERCIAL / v TOP=51995 `II © F.F.=521.00 �y IL O' "CS A WA ERLINE ``r \ \\ ® 080 ACRES ' & FIRE HY RANT EASE. NT I D.B. 1739 PG. 532 0 i ao CUT EXISTING SIDEWALK , 0 EXISTING CG-9D AT NEAREST JOINT LIMITS OF DISTURBANCE ENTRANCE TO REMAIN EXISTING STORM PIPE--- (4) EXISTING SHRUBS TO BE REMOVED I \ / TO BE REMOVED EXISTII S _ EXISTING 4" SANITARY SEWER\ �X\ TO BE REMOVED G ST PIPE I LATERAL TO BE ABANDONED \� EXISTING LIGHT E%ISTING WATER METER AND ET IL \ AND CAPPED AT SEWER MAIN EXISTING INLET TOP \ \ TO BE REMOVED [O%'L TO BE REPLACED \ SERVICE LATERAL TO BE REMOVED �. — / \ "CCL (SEE SHEET CG-101) TOP= 15.30 EXISTING STORM PIPE AND ABANDONED AT MAIN \ FL=515.30 TO BE REMOVED / TOP=517.05 (Oiy 1 FL=510.40 O EXISTING UG \ -- _ - 7 —_ -EXISTING STORM STRUCTURE I \ -/ �'—�/ `Y/ \ _—TOP=5T8. --TO BE REMOVED / TO BE REMOVED' EXISTING STORM STRUCNRE -- -} p FL=515.30 I TO BE REMOVED ij� EXISTING LIGHT (5) ® SS [__o OP#518.08 C�r' TO SS REMOVED SS (�5%,,7a%S0_FL=�13.10 ITOP{\615. 0 (`-. '_ (� , (4) EXISTING SHRUBS TO NV IN�3 00/ — BE REMOVED PO V'V`UT-5 ./�_NGD-r_----_--_ "T_ — SET I _ — F "RCP EXISTING S3fl�58;38 WI— $)'�B o TO REMAIN Cl ® ���"'CCC \ �p eOP- /(LOP=512.85 FL=509.60 EXISTING CG-9D IN`, IN(15)=507.50 BM �2 () ENTRANCE TO REMAIN 2pp `"A 1 IN IN 18=508.70// NORTHEAST VARIABLE WIDTH 2 EXISTING SHRUBS TO V OUT="" D CORNER OF DI LINE -� 15"RCP TOP=t17.79 ELEV=512.83 STORM DRAIN EASEMENT BE REMOVED FORT PARK ROAD p �7ID FL=514.45 M M _�� // D.B. 1643 PG. 641 (PLAT _ (5O'-R/W 1 M M _ D.B. 1463 PG. 77 — D.B. 1643 PG. 643 TOP=516.46 J 1 e 20' ACSA SANITARa\ FL-51.95 ` / SEWER EASEMENT \ D.B. 1482 PG. 105 / q — — — D.B. 1739 PG. 532 VARIABLE TH TOP=Stz.32 / — —_ — — �� _ _ STORM DRAIN EAS T B. MD PI 641 (PLA \ I I ' / I NOTES: N m N N N \ w 1. THIS DEMOLITION PLAN IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY N N O ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE \ \ O DETAILED SCOPE OF DEMOLITION AND FOR THE DEMOUTION, REMOVAL, OR o RELOCATION OF ITEMS IN CONFLICT WITH THE PROPOSED CONSTRUCTION. 2. THE CONTRACTOR SHALL KEEP ALL ADJACENT ENTRANCES AND PARKING AREAS O O FREE FROM DIRT, DUST, AND AGGREGATE CAUSED BY VEHICLE TRACKING. THESE a z !n AREAS SHALL BE SWEPT AS OFTEN AS NECESSARY TO KEEP AREAS CLEAN AT A MINIMUM ONCE PER DAY. > O C _O > V1 C 3. ALVALVES, VAULTS, MANHOLES, ETC. THAT ARE TO REMAIN SHALL BE ADJUSTED LTO J O w Y 0' PROPOSED GRADE. O Z o , F F Z 0 4. CONTRACTOR TO CONFIRM ALL EXISTING STORM STRUCTURE INVERTS PRIOR TO U M K Z O PROPOSED STORM SYSTEM INSTALLATION. O m a O N F O ¢ > _ 5. CONTRACTOR TO CONFIRM ALL EXISTING SANITARY SEWER INVERTS PRIOR TO PROPOSED SEWER INSTALLATION. o a Z w ¢ w m O O 6. DEMOLITION OF BUILDING TO INCLUDE REMOVAL OF FOUNDATIONS, UNDERGROUND STRUCTURES, AND BUILDING UTILITIES. F ¢ Z w a 7. ALL EXISTING UTILITIES WILL MAINTAIN MINIMUM COVER DURING CONSTRUCTION AND j y m VALVES WILL BE FLUSHED TO GRADE. C C 's 8. ALL EXISTING PAVEMENT AND CURB AND GUTTER WITHIN LIMITS OF DISTURBANCE IS a y M N o Z TO BE REMOVED. 9. SEE SHEET CP-501 FOR PLANTING BED AND SODDING DETAILS. o LEGEND: > o — — — — UTILITIES TO BE REMOVED � o w ou O U LIMITS OF DISTURBANCE n o Q w i 2 Z w o w o z z o� s i O Y 3 a 3 J 00 ry s 03 � — o o RYA N R. PERKINS Llc. Na.046565 OI/31/2022 U O N O m O a o� Q M \ w Y �p u _ U Q z_ rn o V � Z z Q X \\ z J=ow � W o-w zO Z do �Tti w WW} Lij o o O a, w \ GRAPHIC SCALE IN FEET 0 10 20 40 N a w Q SHEET NUMBER CV-102 \ I NORTHING: I FASTING: PROPOSED MONUMENT SIGN (UNDER SEPARATE PERMIT) \ NORTHING: 3934422.42_ \/\ EASTING: 11500431.54 10' FRONT BUILDING S�BACK SEMINOLE TRAIL - CENTERLINE SET/ / / ti 2/ 3 y �R100' 3 O !t, M ° I '1 EQUIPMENT ON THE RELOCATED O •- PAD WILL MATCH THE DESIGN / � � Q APPROVED WITH ARB-2021 26.' O �Q o 24' WHITE SOLID STOP BAR -f (SEE SHEET CS-501) RI-1 STOP SIGN & R5-1 "DO NOT ENTER" SIGN ' (SEE SHEET C/ R�-1 STOPP SIGN SIGN C� R700 (SEE SHEET CS-501) 24" WHITE SOLID STOP BAR (SEE SHEET CS-501) / r DUMPSTER ENCLOSURE (SEE CS 502 FOR DETAILS) ° EXISTINC� CG-9D ENTRANCE TO REMAIN / $ IL / NORTHING: 3934307.12 EASTING: 11500509.65 / VACUUM EQUIPMENT PAD 6" THICK, 4000 PSI CONCRETE 10' FRONT BUILDING SETBACK SEMINOLE TRAIL U.S. ROUTE 29 (VARIABLE WIDTH R/W) ROD FND_ _ N41'24'45"E -- 82.21' CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARINGg4287 Cl 133.38 325.00 23-30-53" 67.64 S50'44'05"W C2 65.30 35.00 106-54'18" 47.22 N87'34'13"W C3 46.14 35.00 75'31'49" 27.11 NO3'38'51"E GRAPHIC SCALE IN FEET 0 10 20 40 ROD FND. NORTHING: 3934595.36 --�--�__ EASTING: 11500561.37 _N46'42'45"EE 99 - - 91 ROD _ ROD \ FND. - - I BM $1 ADA SIGN AND BOLLARD SQ. CUT ON (SEE SHEET CS-501) LIGHT POLE BASE ELEV=520.71 VDOT STD. CIS-12 RAMP (SEE SHEET CS-501) 1 ADA PARKING SYMBOL ° (SEE SHEET CS-501) GREEN CLEAN CAR WASH FFE=519.69 120.0' ` ° R20.0' 34.6' 1J CONCRETE WHEEL STOP (TYP.) ° (SEE SHEET CS-501) ° ° ° ❑j LIGHT (TYP.) ' 16.0''° FIRST CITIZENS BANK & TRUST COMPANY ❑ .:o --❑-. ❑ ❑ o ADDRESS: 1815 FORTUNE PARK ROAD PARCEL ID: 046B4-00-00-001D1 1R1D0` 1 ZONED: HIGHWAY COMMERCIAL 0 24.0 ' NAL ARROW (TYP) E SHEET CS 501) VDOT STD. CG 12 RAMP 1 PAY STATION, MENU BOARD, AND LIFT GATE 1 (DESIGN BY OTHERS) (SEE SHEET CS 501) 110 ; ]__-R. AND GUTTER T�) 240' (SEE SHEET CS-501) 9 CONCRETE WHEEL STOP (TYP.)J (SEE SHEET CS-501) VACUUM BOOM ARM BASE-- / \ (TYP.) (DESIGN BY OTHERS) �6" WHITE STRIPE -BYPASS LANE TO BE MANAGED \ 1 WITH CONES BY ATTENDANTS //.// / I 10' FRONT BUILDING SETBACK / CEONT RTRUNE SSING R20.0' _ NORTHING: 3934304.73 ROD / C$ 1 SET EASTING: 11500565.B4 R35' � � -� S38'58'38"W --- 81.38' BM /j2 222' 0- CORNER / EVOF DI- - - FORTUNE PARK ROAD - ) NORTHING: 3934451.83 ELEV=512.83 �--� (SD-R/� _�� FEASTING: 11500719.57 --- D.B. 1643 PG. 643 \ FORTUNE PARK - -- - ,� ROAD CENTERLINE SITE PLAN LEGEND HEAVY DUTY CONCRETE CONCRETE SIDEWALK LIGHT DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT CURB & GUTTER SITE PLAN NOTES 1. ALL CURB RADII ARE 5.0" UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. 4. TWO COATS OF TRAFFIC PAINT SHALL BE SUPPLIED FOR ALL PAVEMENT STRIPING. 5. REFER TO FINAL GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS. -2" SM-12.5A SURFACE COURSE -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 .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 + + + + + + + + + + + + + + + -I�i I -III -III -I I �-I I (- 1= I=III III=III=III=III=III=11 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 RYTR. PERKINS Ltc. No. 046565 z m a s m c (J O N o c� In c o 't W N � 't ¢ W o Y pIn3 w IS U r•^' z_ V CD z z z J=ow U�"J o U w �z z O a LLI W > w LLJ r W > ~ O 7 U I..1.. U g W v N Q CM Ld ¢ SHEET NUMBER CS-101 3/8- WIDE x 1" DEEP SAWCUT CONTROL JOINT ADA PARKING SIGNAGE (PER DETAIL) 3" GALVANIZED SQUARE TUBE y APPLY 1/2" THICK PRE -FORMED PLAN o EXPANSION JOINT FILTER USE 4" SCH. 40 STEEL PIPE FILLED WITH CONCRETE WITH _ o G CONCRETE SIDEWALK TOP ROUNDED. PAINT TRAFFC m YELLOW IF SIGN IS WITHIN i° o CENTERLINE OF DRIVEWAY PAVED AREA OR SIDEWALK - 0 � 5' S' SLOPE TOP OF CRETE CON\\—. '� o I GROUND / PAVING SURFACE L a I" 4000 PSI CONCRETE ILL 1 I a I I 4 1 TWO COATS WHITE REFLECTIVE FFIC PAINT TRA ADA PARKING SIGN POST DIRECTIONAL ARROW TYPICAL AT ALL 18'x12" 37-8 SIGN GREEN LEGEND ON WHITE ACCESSIBLE SPACES BACKGROUND; WHITE SYMBOL PARKING ON BLUE ON WHITE BACKGROUND 4' PARKING BE 2 LOT STRIPING TO COATS OF WHITE REFLECTIVE TRAFFIC PAINT ADA SIGN POST ® (PER DETAIL) ^ 12"x6' R7-8P SIGN TYPICAL AT ALL VAN GREEN LEGEND ON �i ACCESSIBLE SPACES VAN ACCESSBLE WHITE BACKGROUND 12'x9" PENALTY SIGN (AS REQUIRED BY STATE (� OR LOCAL CODE) 1 1 NOTE: SIGNS DENOTED HERE ARE TO BE PER MUTCD SPECIFICATIONS. ADA PARKING SIGNAGE R=4'-\ I NOTE. SEE SITE PN LI LJ LI FOR PARKING SPACE LAYOUT AND DIMENSIONS PARKING LOT STRIPING 4" CONCRETE, MIN. 3000 PSI STRENGTH 4" COMPACTED VDOT TYPE I #21-A STONE BASE BROOM FINISH COMPACTED SUBGRADE NOTE: REFER TO GEOTECHNICAL REPORT FOR FINAL SECTIONS AND DETAILS SECTION SIGN PER PLAN 5/16' BOLT IN 3/8" (ALUMINUM, 0.08" THICK, HOLE (TYP. OF 2) SHAPE AND SIZE VARIES I I I I 2.0 MIN. IN SIDEWALK %D PAVEMENT AREAS I\ / 2" I.D. SCH. 40 GALVANIZED STEEL PIPE PAVEMENT / FINISHED GRADE 6' DIAMETER CONCRETE BASE NOTE: DETAIL FOR ALL SIGNS ONSITE, OUTSIDE OF THE BUILDING AREA SIGN POST 1 30" (WHITE LEGEND, RED BACKGROUND) DO NOT ENTER SIGN (R5-1) 1 /4' cv T 1 R t/4'" .609; — CLASS �3t INTERIOR SITE CURB/GUTTER Iffs 2.0MIN. 7.0' g 9' 2.5' FROM BACK CURB OR BLDG 3,000 PSI CONCRETE o a a 1.0' 2.5' 2.5' 0.1175' N _ 2-#3 BARS 2 COATS OF 4" 0 1.5' CHAMFER I WIDE BLUE TRAFFIC `^ BITUMINOUS SURFACE I PAINT (TYP.) i T ° a a 1 COMPACTED BASE COURSE BACK OF CURB ql T CURB AND GUTTER COMPACTED BASE COURSE a v A. Xi' DIA. STEEL RODS Xz" DIA. STEEL RODS (#4 REBAR) A REBAR) 2.0' MINIMUM LENGTH MINIMUM LENGTH ELEVATION VIEW SECPON A -A STRIPE WITH 2 COATS OF WHITE,/NOTE: R=14" REFLECTIVE TRAFFIC PAINT 1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE CURBS TO PERMIT RELOCATION OF CURBS. 2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY PLACED 2.5' OFF OF BACK OF CURB LEGEND. RED BACKGROUND) ADA PARKING SYMBOL STOP BAR STRIPING STOP SIGN (R1 CONCRETE WHEEL STOP M N L M N U Q O Z > �o Z Q o z o n O Q w > 0 V` 2 -1, W � 00 � 3 a y J N3 0 O 3 o TH OF Df j RR. PERKINS 1y' LIo. No. 046565 'dp 0I�3��2p22 ,� U I N O U 0 _ � W N to < m Q M a o Y p a � W O O U v / J_ Q Lu in W U) Q r•^' Z_ V � Z Z Q %< z J = o W U� J IY z � Z O a W W WW>- W ate. Q.' � ry O 0 oo' Ur O7 w N J a W m J a SHEET NUMBER CS-501 V tM CG-,2 A 5�W •5 DOWELS, 8" LONC �I PERMSSIBLE t ' AT 12" C-C CONSTRUCTION 12,1� 5'MN. JOINT '\ q 12:1 MA% B y 2:1 MAx 1 o L 1 WITH BUFFER STRTI SP E_ RAMP RAMP 5'MIN (SEE TABLET A (SEE TABLEI ' TRUNCATED COMES y\ yMW SEE SHEET 1OF 5 FOR DETAILS MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB WITH BUFFER STRIP �-- 20:1 46 1z:1 M.a. v 2 MIN. SECTION A -A _ PERMISSIBLE '� i WITHOUT BUFFER STRIP CONSTRUCTION n DINT H 1. SECTION B-B 1 cftasS.A.- CROSSWALK fppss CUt SxxlL AB�1 NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, wrtHx ssx SEE SHEET IOF 5. (� THE REQUIRED LENGTH OF A PARALLEL ROMP TYPICAL PLACEMENT �' 'wux IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION Y6roEFWH1t TRP SLOPE. E_ WITHIN CROSSWALK TYPE B PARALLEL vt wx. DIAGONAL PLACEMENT APPLICATION ROADWAY GRADE MWIMUM W LENGTH ovE CURB o� W PERCENT 4" CURD 6" CURB = s•Mw 44:� at�� CROSSWALK w 2 5 B F = waxl CROSSWALK A 0 5 CITE CURS n a n 6 u is WITH BUFFER STRIP 3 WITHOUT BUFFER STRIP a ROAD PN`BRI0�5 STANDARDS SPECIFICATION SHEET 3 OF 5 REVISION DAtE C"_17 DETECTABLE �L WARNING SURFACE REF OS CE 07/16 VIRCWIA DEPARTMENT OF TRANSPORTATION 502 LIMESTONE CAP, TYP. EP HENRY 16"x8"x4' CMU `EARTH TONE 31 B J DUMPSTER ENCLOSURE - ELEVATIONS LIMESTONE CAP, TYP. EP HENRY 16"x8"x \CMU \ EARTH TONE 316� CEDAR GATE DOORS, PAINTED GATE STRAP HINGE, (3) PER DOOR GONG. FILLED 6" DIA. Of O BOLLARD, TYP. PAINT TO MATCH METAL SIDING ON BUILDING 0 1/2" DIA., 18" LONG METAL U ROD GATE LATCH o 4" GATE CASTER a I I DUMPSTER ENCLOSURE - ELEVATIONS I I DUMPSTER ENCLOSURE - ELEVATIONS I U RYtR. PERKINS LTC. No. 046565 0l/31/2022 Z M H C U p N O V 0 C w 0 p = K O ~ N m m a d o ¢ m 7 0 0 _ < 3 Y � U w ¢ w M, Q z C� " > Z Z Q X z J=ow Lu U �Z L LJ � CDc� o v N Q ait LD 0 Q SHEET NUMBER CS-502 VA STORM PIPES PIPE SEGMENT LENGTH DESCRIPTION SLOPE INV. (IN) INV. (OUT) SIR. 110 TO STR. EX 101 23 LF 15 IN EX RCP 14.483 513.00 509.60 STR. 111 TO STR. 110 71 LF 15 IN RCP 0.46% 513.42 513.10 STR. 112 TO STR. 110 18 LF 15 IN RCP 0.50% 513.20 513.11 STR. 113 TO STR. 112 96 LF 15 IN RCP 0.507 513.78 513.30 STR. 114 TO STR. 113 52 LF 15 IN RCP 0.50% 514.14 513.88 STR. 115 TO STR. 114 5B 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 1.937 511,95 509.60 ISEMINOLE TRAIL U.S. ROUTE 29 I (VARIABLE WIDTH R/W) is. / -5247 ;520.1�/ 519.68 TC TC BC . 519� 89 69 P MITMIN 6" 5PL0vcPE ') / �o / 52�/T1 >� O , ' 114 FF9.68 J / 520 519.69 FF 52Z7I' S20.17 �19 61 TC BC Q / V l TC /520. / 521J / 9.82 S 519.45 / 519.35 TC iC�� 113 ��520.1Y -" o, �' � \1 TIE TO EXISTING / CO-9D ENTRANCE \ RIDGE LINE X - 519.15 / 518.88 1- 83% TC P �19.06 518.79 �' T IFS HP 519.18 '4 \ 519'24 518.85 / 518.56 r TC - S 518.68_- /518.54 T \ \ TOP=517.05 \ �\ 579, \ _ FL=510.40 p / 16. YV IN=�07.UZ1 s CONTRACTOR TO ENSURE 2%� _ _ 518517--�-- D51406;75 MINIMUM SLOPE THROUGHOUT - -- 516---- _GRASS AREA TO INLET 110- 515 � 513- OP=512.85 IN` IN 15 =507.50 BM #2 IN VNOlU8 50747 %.. RTHEAST VARIABLE WIDTH �N ELEV=512.83 DA3 STORMAIN 641 (PLAT) M M -- -- EASEMENT M M ��Q �� _ D.B.B14�77 / TOP=512.32- FL=506.30 -- �-- / STRUCTURE TABLE STRUCTURE NAME DESCRIPTION RIM HEIGHT SIR. 110 VDOT STD. DI-1 516.43 3.61 STR. 111 VDOT STD. 0I-313 (L=6') 517.48 4.25 SIR. 112 VDOT STD. DI-3C (L=6') 518.01 5.00 STR. 113 VDOT STD. MH-1 519.40 5.81 STR. 114 VDOT STD. DI-3C (L=6') 519.76 5.62 STR. 115 VDOT MOD. DI-1 MONO BOX 516.93 2.40 STR. EX 100 E ISTING STRUCTURE 512.85 4.00 STR. EX 101 EXISTING STRUCTURE 514.47 4.87 STR. EX 102 EXISTING STRUCTURE 516.46 4.51 CONTRACTOR TO ENSURE 2% MINIMUM SLOPE THROUGHOUT GRASS AREA TO INLET 115 / \ \ 521_ \ \ S0. CUT LIGHT S ELEVl520_77_ 519.57 519.99 \\\\ I \\ TC BC To 1 I ' I I I 519.57 I FF - I 519.83 I I 11 Ij 519.2 69- 3 TC TC FS TC BC \ 520 OB { 19 FS .519 61; TC \ f TC.; I 520.02 ' \ TC I 1 l S TC 519.75 Ct 9BC i 519.48 hry� TC I T09.41 at 8.84 519 �\ 518.84 'RAISED 6- ISLAND TC \I � �- 519.14 - 519.09 TC TC T 518.43 518.6. BI i 7C9 07 % 518.94 76 TC / \ \ I LIMITS OF DISTURBANCE TC 518.60 I 'y` (0.79 AC.) 45 518.TES 5�9 ' 1 TC BC � 518.7 7 / I TC BC 73- hg \ Nm 518.39 1.77 T /� \ 17.8 4 s \ TC ).. 517.7017 517.42 TbP=518.08 TCi- SS \ SS `�_FL=51 }.10 SS D.B. '7643 PG. 643- 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. IN) GRAPHIC SCALE IN FEET 0 10 20 40 �I 0 RYA1$R. PERKINS LIC. No.046566 01�31�2022 W O O = O F N N 0 \ o � m Y O N p o U V Q� Z Z W X z J=ow U�oc) W �z W�a O o ( W N J Q w m SHEET NUMBER CG-101 YM DRAINAGE AREA LEGEND IMPERVIOUS AREA PERVIOUS AREA DRAINAGE AREA BOUNDARY 0 e m 0 STORM STRUCTURE LABEL 1,01 DRAINAGE AREA LABEL DA-EX101 DRAINAGE AREA SUMMARY DRAINAGE AREA LABEL 'ram' _ TOTAL AREA (AC) IMPERVIOUS AREA (AC.) MANAGED TURF AREA(AC.) FOREST/ OPEN SPACE AREA(AC.) C CN TIMEOF CONC. Tc(min) DA110 110 0.03 0.01 0.07 0.00 0.42 66 5.0 DA 111 111 0.32 0.11 0.21 0.00 0.54 74 5.0 DA112 112 0.21 0.20 0.01 0.00 0.87 96 5.0 DA 114 114 0.05 0.03 0.02 0.00 0.68 83 5.0 DA 115 115 0.31 0.00 0.31 0.00 0.35 61 5.0 DA BLDG 0.08 0.08 0.00 0.00 0.90 98 5.0 DA EX 110 EX 110 0.38 0.10 0.08 0.00 0.66 82 5.0 Post Total 1.23 0.53 1 0.70 1 0.00 0.59 ]] 5.0 NOTES: 1. OFFSITE DRAINAGE BOUNDARIES ARE BASED ON CIS CONTOURS. 20 GRAPHIC SCALE IN FEET D Q Q o L �Q O z > Vi O Z a O U � ¢ O M K O o O 4 N I T o 2 Y O 0 ?_ - Y ¢ N ? O O O o �Sk.LTH OF 0,3 RYAI�R. PERKINS 1"y Lic. No.046565 Mho 01/31/20Z2 G AL ti U p N O U t~il tr O T 00 u N \ to 7 Y C, U - ¢ I 735� 1Lu (WE'''�J V �Z_/f I I r) a V Z Z Lu X Q J=ow ILL � U w Z Z Q a W W ILL!W } W ~ a � z do, O o c� �J J N M :5 LLJ SHEET NUMBER CG-102 PM II STORMWATER MANAGEMENT LEGEND II IMPERVIOUS AREA PERVIOUS AREA LIMITS OF ANALYSIS = 0.79 ACRES (LIMITS OF DISTURBANCE) STORM STRUCTURE LABEL 101, STORMWATER MANAGEMENT NARRATIVE STORMWATER QUANTITY TO ADDRESS STORMWATER QUANTITY REQUIREMENTS FOR THE SITE, THE ENERGY BALANCE METHOD WAS CHOSEN. THE LIMITS OF ANALYSIS USED FOR THE ENERGY BALANCE CALCULATIONS (0.79 AC.) IS THE LIMITS OF DISTURBANCE. THIS SITE OUTFALLS TO STRUCTURE EX 101 AND THE EXISTING STORMWATER CONVEYANCE SYSTEM CONTINUES DOWNSTREAM ACROSS FORTUNE PARK ROAD. DUE TO A REDUCTION IN IMPERVIOUS AREA, THE ENERGY BALANCE IS MET FOR THE 1-YEAR STORM. ADDITIONALLY, THE POST -DEVELOPMENT FLOW FROM THE 10-YEAR STORM IS LESS THAN THE PRE -DEVELOPMENT 10-YEAR FLOW. CHANNEL PROTECTION AND FLOOD PROTECTION REQUIREMENTS ARE MET AND NO FURTHER ANALYSIS IS REQUIRED. STORMWATER QUALITY THE LIMITS OF ANALYSIS FOR THE WATER QUALITY CALCULATIONS (0.79 AC.) INCLUDE THE ENTIRE LIMITS OF DISTURBANCE FOR THE SITE. NO PHOSPHORUS LOAD REDUCTION IS REQUIRED DUE TO THE REDUCTION IN IMPERVIOUS AREAS IN THE POST -DEVELOPMENT CONDITION. Project Name: 3290 WORTH XING Date: .1/31/2022 td Linear Development Project?,No . '- ite Information Post -Development Project (Treatment Volume and Loads) Enter Total Disturbed Area (acres) -j 0.70 ENERGY BALANCE SUMMARY Pre-Develo meat Runoff Curve Number(CN) 93 Drainage Area OJ9 acre Runoff Peak Flow Impervious Area 0.69 o Storm Event VolumeV g (cfs Managed iurf 0.10 ac es 1 -year 6,011 2.88 For VOpen Space 0.00 ooe 10-year 5.69 Time of Concentration (TO 6.0 mins Post -Development Prior to Routing) Runoff Curve Number(CN) F 841Runoff Peak Flow q Storm Event Vol umeV (cfs) Drainage Area 0.79 acre 1 -year 3,964 1.80 ImpetviausAn,o 0.49 acre 30 -year 4.30 Managed Turf 0.30 acre Fc-vopen Space 0.00 va Timeof Concentration(Tc) 10,0 mins Channel Protection Com liance Energy Balance Equation, 1-year Storm Improvement Factor 0.9 CLpost I.F.x G_Prax RVyre/RVyost < 0.9 x 2.88 x 6011/ 3964 1.80 < 3.93 PASS Flood Protection Compliance 10-year storm D ast D 4.30 < 5.69re PASS Check: BMP Design Specifications List: 20115tds & Specs Urearproject? No Land cover areas entered correctly? Total disturbed area entered? */ TP LOAD REDUCTION NOT REQUIRED Site Results (Water Quality Compliance) Area Checks FOREST/OPEN SPACE (ac) IMPERVIOUS COVER (ac) IMPERVIOUS COVERTREATED (ac) MANAGEOTURFAREA(acl MANAGED TURF AREA TREATED (ac) AREA CHECK D.A. A D.A. B D.A. C D.A. D D.A. E AREA CHECK 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00. 0.00 0.00 0.00 OK. 0.00 0.00 0.00. .0.00 0.00 i, 0.00 0.00 0AO OK. OK. " O.00 71 . 0.00 7 0.00 - 0.00 r 0.00 OK. OK. OK. OK. OK. OK. Site Treatment Volume FH7771 7 Runoff Reduction Volume and TP By Drainage Area A. A D,A. B DA. C D.A. D D.A. E TOTAL s0 0 0 '0 ". 0.00 0.00 0.00 0.00.0000.00 W0 0.00 Q00 0.00 0.00 0.00: RUNOFF REDUCTION VOLUME ACHIEVED (fta TP LOAD AVAILABLE FOR REMOVAL (Ib/yrJ TP LOAD REDUCTION ACHIEVED (lb/yrJ TP LOAD REMAINING (lb/yr) NITROGEN LOAD REDUCTION ACHIEVED (lb/yr) 0.00 0.00 0.00 0.00 Total Phosphorus FINAL POST -DEVELOPMENT 7PLOAD (Ib/yr) 1,20 TP LOAD REDUCTION REQUIRED (Ib/yr) _ .A.19 „ TP LOAD REDUCTION ACHIEVED (Ib/yr) 0.00 TP LOAD REMAINING (Ib/yr): 1.20 REMAINING TP LOAD REDUCr10N REQUIRED (Ib/yr): 0.00 ** ** TARGET TP REDUCTION EXCEEDED BY 0.19 LB/YEAR ** Total Nitrogen (For Information Purposes) POST -DEVELOPMENT LOAD (Ib/yr) 8.57 NITROGEN LOAD REDUCTION ACHIEVED (Ib/yr) 0.00 REMAINING POST -DEVELOPMENT NITROGEN LOAD(Ib/yr) GRAPHIC SCALE IN FEET 0 15 30 60 PRE DEVELOPMENT POST DEVELOPMENT SEMINOLE TRAIL U.S. ROUTE 29 (VARIABLE W1DTH R/W) D.B. '1643 PG. oe s I RYAitR. PERKINS Lic. No. 046565 0010=_ z m M 0- ti N � m I K U 0 N O U n K w p = F N N \ < m a� oQ� Q m _ \ w - m ca o 6 O CYCY a /n z_ V > Z Z Q X z LLI J=ow U o0 ry u, z � z LLJ EL W�a�� ry O U o U i ii � W \� J co co Q M m J Q SHEET NUMBER CG-103 STR. 115 TO STR. EX 100 524 I 524 ----- _.-.. -. T_ - ---- I'I - - II --- - - - I I - - I ----- - - r - ill - - --I! I --- foo 520 _.1 /lam» � EXISTING � GRADE I zz �EXISTING -- o o» 520 - rROPOSED GRADE M 2" TYPE K COPPER \ `66 DOMESTIC'', WATERLINEi0uoi� w zz516 - 14 0 I 0.6' SEPARAl10N I --- r 58 LF OF 15" RCP ® 0.50% ICI 52 LF", :OF 15" RCP ® 0.507 96 LF OF 15'.RCP - 1.5' SEPARATION'i ''.. 512 I 512 IIII� IIII i PROPOSED 6" SANITARY SEWER LATERAL ----105-LF-OP18.EX RCP ®0.867 18 LF OF 15" RCP ® 0.5 " ICI 508 i..-. 23 LF OF 15' EX RCP 0 14.481 508 _ _--- -. -... L --. Iil ICI 506 'I,, 506 N W NIA O0 9+75 10+00 [11 11+00 12+00 13+00 24 STR. 111 TO STR. 110 52 520 _ _ •--__ _... j _-_. __ aN I I 'z - -_ t.... - _-___. I o L. a��"' 520 - �� zzo EXISTING GRADE �zzz 1 II ` 1 II 516 PROPOSED GRADE 516 --- 71 LF RCP ®0.467 512 512 506 508 � � I 9+75 10+00 GRAPHIC SCALE IN FEET 0 10 20 40 HORIZONTAL 4 J Q O F 2 w 1 0 of c>c �11 U N O U N w p = cQ oM a m Y O U 3 a rn z_ V 0� Z Z Z W = O W "-J r �C) �z IL W W IL ry O c� u U cy) W �J N J co Q u m J Q SHEET NUMBER CG-201 OFT V. SECTION CAST RON 2,_], 2'-F� % SECTION STEEL NOTES LUGS WI BE 1'-J L 2%" x 2%" x %" CAST WITH 1. DEPTH OF INLET (H) RE BE SHOWN ON COLLAR , 10'-4" LONG PLANS. DEPTH GREATER THAN TO- USE - BI � B STANDARD DI -IA p _ _ A B I 2. THE "H" DIMENSION SHOWN ON THE n STANDARDS AND SPECIFIED ON THE ALMS WILL BE FALLMEASUREDE FROM THE INVERT OF CAST GALV. ONE WELDED THE OUTFACE PRE TO THE TOP OF tHE RON STEEL JOINT STRUCTURE. PLM "H" DIMENSIONS ARE IN APPROXIMATE ONLY FOR ESTIMATING OPTIONAL 66 ± WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS BRACE RIBS ry .15 LBS CONNECTORS SHALL BE DETERMINED BY THE - - 3 LEE I TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. - INCLUDING (CONNECTOR 3 INVERTSS TOEBE SHAPEED N ACCORDANCE O1 , WITH STANDARD IS-1. THE COST OF FURNSHING AND PLACING ALL MATERIALS 9%^ 2'-]'• 9%" INCIDENTAL TO THE SHAPING IS i0 BE WCLUDED IN THE BID PRICE FOR THE %" x Ty", x 4"J I %" x 4" STRUCTURE. PLAN LUGS I 12„ y�11 STUD SHEAR CONNECTORS 4. W THE EVENT THE NVENT OF THE (GRATE REMOVED) F T l DO FALL PIPE IS HIGHER THAN THE SEE DETA4 A BOTTOM OF THE STRUCTURE. THE INVERT THE STRUCTURE SHALL BE SHAPED WITH WITN CEMENT MORTAR TO PREVENT SECTION B-B STAND OR PONSING OF WATER W THE COS STRUCTURE. THE COST OF FURNISHING COLLAR DETAIL " MIN RASED AtO PLACING PLL NATEftIAS WCIDENTA CVERIR TO INLET SHAPING IS TO BE INCLUDED n 2�„ W THE BID PRICE FOR THE STRUCTURE. DIMENSIONS fOR DUMP NO WASTE DRNRE TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS CPSt IRON ONLY 4'-0" OR GREATER. FOR DETAILS SEE DETAIL B STANDARD ST-L DETAIL A HMOWME I{ CLOTH ^-•JI 4" DEPTH AGGR. pee, YOR NB x e"]e WIDTH aE o DIMETER D. COLLAR 'Rl" WEEP HOLE SEE NOTE B 3Z- 12" - = 12"-15118" OR 24" SECTION A -A 1y. CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B 12" CONCRETE PIPE - 1.440 CU. YO. CONCRETE 15" CONCRETE PIPE - 1.525 CU. YD. CONCRETE 18" CONCRETE PIPE - 1.820 CU. YD. CONCRETE 24" CONCRETE PIPE - f.81] CV. YD. CONCRETE ADD 0.469 CU. YD. PER ADDITIONAL FOOT OF DEPTH. 6. THIS ITEM MAY BE PRECAST OR CAST- W-PLACE. ]. #4 X B" SMOOTH DOWELS AT SEE DETAL I APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. W LIED OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. SEE STANDARD T-DI-3, 4 FOR ALTERNATE DESIGN. H B. PLASTICS HMDWME CLLOTH I/" ESH OR GALVANIZEDSTEEL WIRE. �.II4M ARE ETAMI ER 0-03".NUMBER 4 MESH E HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 9. CAST W PLACE CONCRETE IS TO BE 1 CLA95 AT (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. _-1�1_ �` _��` 10. MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST RON APPROXIMATE CASs TN WEIGHT IRON LUGS AS SHOWN HEREON. 11. DUMP NO WASTE DRAMS TO WATERWAY GRHATE 383 AT 18 LEG LETTERING IS REQUIRED ON ALL DIM GRATES. LOCATION OF LETTERING MAY �N C-C SECTION D-D VARY BY MANUFACTURER. GRATE DETAIL STANDARD DROP INLET N.A. AND BRIDGE STANDARDS HEFT I of I REVISION DATE 12" - 24" PIPE; MAXIMUM DEPTH (H) - 10' 10a 01 VIRGINIA DEPARTMENT OF TRANSPORTATION 1 �A DIAMETER -4'-8"+(2 x WALL THICKNESS) ' SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE ag SPECIFICATION SPECIFICATION REFERENCE REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS 2J3 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 BI7 IS. 3C E lOI.T BACK OF SIDEWALK SEE STANDARD IC-2. -- - - - - - - - - - - - - - MH-1 NOTES 1. QUANTITIES SHOWN ME FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. 2.A BASE THICKNESS OF 9" WAS USED W 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 ME USED THE MINIMUM THICKNESS OF SAME 15 TO BE 5". OTHER THICKNESSES ME TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6.ACL CONCRETE TO BE CLASS M. ]. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-t THE COST OF FURNSHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED W THE BID PRICE FOR THE STRUCTURE. BM THE LETTERS ME OPTIONAL V� IF USED THE LETTERS PRE TO BE ) K" i CAST IN THE DEPRESSIOry IN TOP OF COVER 1" WIDE RASED " HIGH AS 1%" 1%' SHOWN. FINISHED DIMENSIONS A N Iw I Iy�. �1. �H�11 MACHINE 1'-B%" DIA SECTION A -A OPTIONALG APPROXIMATE WEIGHT CAST IRON FRAME 239 + 12 LBS. COVER 137 = ] LBS. B IN 1'-10•' DIA 1" ACHWEMACHINE 1R�I �., IT S" 1 2'-0" OUL 5" 2'-0" 01A 5� TTT SECTION B-B ROAD MD BRDGE STANDM05 I ROAD AND BRIDGE STMDARDS :VISION DATE SHEET 1 OF 5 SHEET 2 OF 5 1 REVISION DA' [--A L-VARIABLE MM. KEYED COAST. JOINT --I - 20' i-, f B i� 2'-10' 2" WARPED GUTTER BM5 A "ER H m N BANS F EMS E B' I ih " DIAMETER WEEP HOLE FRONT ELEVATION BM5 FA � BANS E B". F-B" B" BARS B - (CUTTER REMOVED) p�.. 3'-0" B 5x'/" 6Ervi PLATE INN > SECTION B-B TYPE A NOSE DETAL SHALL BE USED WITH CG-3 6 CG-] STANDARDS.- ♦= /" R TYPE B NOSE DETAIL SHALL BE USED WITH CC 6 G-6 STANDARDS. D C TYPE A TYPE B GAL(/MIZF:D x a" STUD SHEAR CONNECTOR WELDED DO ECTEO PLATE FOR TYPE A TO BE BENT ON M ANGLE OF 88.30' WELDED TO BAND ENT 5 PLATE AT ANCHORED WITH %•' X 4" STUD SHEAR NOSE DETAILS i0 ANGLE IRON AT 2-C-C. T 01-3Au 01-3B L DI-3C L 1_ ,� IA FTOw FLOW � I FLOW FOR USE ON GRADES FOR USE IN SAGS BOTH SIDES TO BE SYMMETRICAL ROM AND BRIDGE STMDARDs I STANDARD CURB DROP INLET SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' IOa nO OB/10 VIRGINIA DEPARTMENT OF TRANSPORTATION PAVEMENT WARPED PAVEMENT DETAIL WHUSED ADJACENT TO CURB WITHOUT GUTTER TOP BOTTOM STANDARD MANHOLE FRAME AND COVER VIRGINIA DEPARTMENT OF TRANSPORTATION TABLE OF QUANTITIES REINFORCING STEEL ��®�esavo®©®vaesv�® e��©�mr�arr�r•�o®©®oopm©moo NOTES t DEPTH OF INLET (IT) TO BE SHOWN ON PLANS. T #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 2. THE "H'• DIMENSION SHOWN ON THE STANDARDS 12" C-C TO BE PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE 0 TFALL SETTLEMENT. PIPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ME APPROXIMATE ONLY B. 3" DIAMETER WEEP HOLE TO BE LOCATED TO DRAIN SUBBASE MATERIAL. WEEP H0� WITH FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE OETERMNED BY THE CONTRACTOR FROM FIELD CONDITIONS. 12"%12" PLASTIC HARDWARE CLOTH " MESH OR GALVANIZED STEEL WIRE MWIMUIT ARE DIAMETER 0.03". NUMBER 4 IAESH HMDWME 3. WHEN SPECIFIED ON THE PLANS THE WVENT IS CLOTH ANCHORED F-LY TO THE OUTSIDE OF THE STRUCTURE. TO BE SHAPED W ACCORDANCE WITH STANDARD 2-1. THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED W THE BID PRICE FOR THE STRUCTURE. COVER OF 2". IN THE EVENT THE INVERT OF THE OVTFALL 10. ALL REINFORCING STEEL TO BE CUT CLEAN OF PLL OPENINGS BY 2". 4. PRE HIGHER THAN THE BOTTOM OF THE STRUCC TURE. THE INVERT OF THE STRUCTURE 11. CAST- W PLACE CONCRETE IS TO BE CLASS AI SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR FUNDING OF WATER (3000 PSI. PRECAST CONCRETE IS TO BE 4000 PSI. IN THE STRUCTURE. THE COST OFFURNISHING ENTAL TO PLACING MATERIALS INCIDENTAL 12. LENGTH OF SLOT (L) WILL. W EVERY CASE, BE IS THE SHAPING TO INCLUDED W THE BID PRICE FOR THEE STRUCTURE. SHOWN ON ALMS. 5. STEPS ME TO BE PROVIDED WHEN H tJ. IF INLET IS CONSTRUCTED IN MEDIAN CURB OR WITH INTEGRAL CURB. GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-1. A ST- OMITTED (SEE DETAIL). 6. TINS ITEM MAY BE PRECAST OR CAST-N-PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB. ERENCE REFERENCE STANDARD CURB DROP INLET 233 v3 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 302 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 15. THIS AREA MAY BE EARTHEN. W WHICH CASE THE EXPANSION JOINTS WILL APPLY ONLY TO CURB AND GUTTER. 16. CONCRETE QUANTITIES SHOWN ME FOR DEPTH NH) OF 5'-2" WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. FOR INLETS OF DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CUBIC YARDS OF CONCRETE FOR EACH FOOT OF DEPTH. 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET I OF 2 IS TO BE L+16" AT 4.10 LBS./FT.. 15. M DENOTES LENGTH OF ONE (1) BM. 19. ALL REINFORCING BARS TO BE#5. 20. WHEN INLET IS USED IN 4'-0" MEDIAN. BACK OF INLET IS TO BE SHAPED TO CONFORM TO PROPOSED CURB. ROAD AND BRIDGE STANDARDS REVISION DATE I SHEET 2 Of STORMDRAIN DESIGN CALCULATIONS• YEAR ®�����■����®mom®®���� �own-=m"� Elmo RYAN PERKINS LIC. NO. G46565 0l/31/�2 U p N C.)V G' = \ N Q Q m o Q I') w S \ w 3 w ¢ U - C QC 1 W Z O J ::) W O U Q z U Z Z Q X z J2ow 0 0 w U Z Oa_ LLJ LLJ W a� O U' o U fD � w lJ J INc Or) m J Q SHEET NUMBER CG-202 `.•M II UTILITY QUANTITIES II II UTILITY NOTES II w 0 / / / I / / EXISTING FIRE HYDRANT ASSEMBLY 0 ACSA WATERLINE & FIRE HYDRANT EASEMENT / D.B. 1739 PG. 532 2" RPZ REDUCED PRESSURE BACKFLOW PREVENTER 20'PUBLIC UTILITY EASEMENT D.B. 5582 PG. 268-271 1 5" DOMESTIC WATER METER-- / (1) 6"x4" TAPPING SLEEVE (1) 4" GATE VALVE TOP=51. / FL=510.40 / (1) 4" THREADED PLUG WITH 2 DOMESTIC SERVICE LINE �111 CONTRACTOR TO PROVIDE MINIMUM 18' VERTICAL SEPARATION BETWEEN EXISTING SANITARY SEWER AND PROPOSED WATERLINE EXISTING 6" DI WATERLINE APPROXIMATE LOCATION OF PROPOSED GAS SERVICE CONNECTION (CONTRACTOR TO COORDINATE SERVICE WITH GAS COMPANY) CS BLDG CO 1 WATER QUANTITIES: 2.0" SCH. 80 PVC DOMESTIC WATERLINE 1.5" DOMESTIC WATER METER 2.0" BACKFLOW PREVENTER 2.0" CORP. STOP 2.0" PRIVATE PRESSURE REDUCING VALVE 2" 45' HORIZONTAL BEND SEWER QUANTITIES: 6" PVC SANITARY SEWER 6" SANITARY SEWER CLEANOUT SADDLE CONNECTION 130 LF 1 EA. 1 EA. 1 EA. 1 EA. 3 EA. 175 LF 8 EA. 1 EA. SEMINOLE TRAIL U.S. ROUTE 29 (VARIABLE WIDTH R/W) 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 SI TE. BM #1 SO. CUT ON LIGHT POLE BASE ELEV=520.71 - - TT=�T - - T" -I e RIM: 519.68 SEE BUILDING PLANS FOR -- ti ^ 31NV: 515.09 6" PVC SANITARY CONNECTION GREEN CLEAN CAR WASH \ - / // (TYP. OF 3) FFE=519.69 11 LF OF 6" PIC 02.08% O Q. [` RIM: 519.60 %'y m INV: 514.85;TAL ' PVC _ �-- 2" 45' HORIZOBEND . OF 3) 33 LF OF 6" PVC ® 2.08% I CO 4 \ RIM: 519.03 ` INV IN: 513.97 6" PVC INV IN: 514.87 6" PVC y'6 INV OUT: 513.97 6" PVC Co RIM: 519.142 O INV: 514.06 6' PVC )35 LF OF 6" PVC 0 2.067. 3 / 130 LF OF 2" SCH. TE PVC �/ RIM: _ DOMESTIC WATERLINE / INV: 111.15RI: / -XN / MC519. 6 SEE BUILDING PLANS FOR DOMESTIC \ 1 V. 515.09 6" PVC WATERLINE CONNECTION. 2" PRIVATE PRESSURE REDUCING VALVE TO BE 1 LF OF 6' PVC 02.087. INSTALLED WITHIN BUILDING APPROXIMATE LOCATION OF PROPOSED I-y fT ELECTRIC SERVICE CONNECTION U L❑L (CONTRACTOR COORDINATE SERVICE WITH ELECTRIC COMPANY) BLDG CO 3 RIM Co i INV: 516.00, 6' PVC I 1 12 LF OF 6' PVC ®1 047 I )), I -PROPOSED ROUTE OF -� -42 LF OF 6' PVC 0 3.783 6 LF OF 6' PVC 0 3.78% WATER RECLAMATION TANKS OWS1 (DESIGN BY OTHERS) RIM: 518.94 RIM: 518.94 INV: 513.75 6" PVC INV IN: 514.88 w 1000 GALLON OIL/WATER INV OUT: 514.63 SEPARATOR I� (SEE CU-501 FOR DETAILS) OW52 518.78 5 LF OF 6" PVC 0 6.42% 6" PVC CO 3 RIM: 51. INV: 513.33 33 6' PVC , \ I 15 LF OF 6' PVC 0 9.45%CO (u RIM 551 INV: 511.951.95 6" PVC SADDLE CONNECTION I 56 LF OF 6' PVC ® 6.34% INV: 508.42 / \ _y - _ _ _ _ _ - _ _ _ ­ O\P 5115.90 s SS - SS _ SS - SSA -Al EXISTING B" PVC SANISEWER LINE - - --- _ZTARY 08SS --- SS SS�13.10 } SS - g / SS C_L 1P -__- I 0 OP=512.85 FL=509.60 \ EXISTING 8" DI WATERIINEE IN IN(15)=507.50 BM I%2 IN IN 18=508.70// NORTHEAST 1�NV Our=507.40 CORNER OF DI ELEV=512.83 FORTUNE PARK ROAD I5 R M�-M� N' M �n (50' R/W D.B. 1643 PG) 643 TOP=516.46 -- M //0Q N FL=511.95 / � 20' ACSA SANITARY lb E D.B.W 1482 PG. 105 D.B. 1739 PG. 532 TOP=512.32 FL=506.30/- GRAPHIC SCALE IN FEET 0 10 20 40 N� �yfP TOP=517.79 FL=514.45 RYAI�R. PERKINS Llc. Na.046565 OI/31/2022 3 m N u O Q o O w N N ~ to m m ¢ o m C M w w S 3 Y p < vI U Q V CE Z Z wz = o W LU U�"�J U �Z wLL)LIJ� o c� o r1 0-) w �J N c m Q ED m Q SHEET NUMBER CU-101 9, 0" 24" MANHOLE FV 6" FRAME & COVERS P 6"� (MH-5900-F ) o BOOT FOR i. t i 4" HOPE PIPE OUT w/BOOT r r 5,000 PSI -/ 4, 6 REINFORCED PLAN VIEW CONCRETE STRUCTURE DESIGNED FOR 24" MANHOLE FRAME &COVERS MAXIMUM 8 FT OF COVER �(MH-59OO-F)� I RISERS VAULT REINFORCED' TO GRADE FOR H2O LOADING S cot � dr 4" HOPE PIPE OUT w/BOOT 0 EcoLine-b 50 GPM UNIT w/SPILL CONTROL VALVE 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 FLOW SCALE NCRE DATE: INTO DWG: C11-11 GFM TJ-ICON BY C P & P 50 GPM OIL/WATER SEPARATOR CONCRETE PIPE & PRECAST, LLC w/SPILL CONTROL VALVE (TtJ-1000) (BGG) .4. - EB j -L FLOWPORT INLET PIPING BY ONSITE CONTRACTOR CONCRETE BAFFLE WALL 4" VENT- ' - - �flLOCK0U7 I BOOT FORS � J 4" PIPE IN � g" x 30" h. � � � -••' �..:. 4" THICK��".� '� : '.� CRIMP AND ROLL END OF COPPER PIPING 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN. SHUT-OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT NTS FIG^ `d-6B VARIES ^{ VALVE BOX TO METER BOX (SEE FIG. W-6A THRU WJ-7E). _ f VARIES "-2" COPPER WATER MAIN M.J. FITTING 4" DIP 4" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT NL11N WITH X"x4"TEE. • REFER TO FIG.W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFERTO 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 ID as fill -1'L DRILLED A SIDE VIEW B ➢DDR HINGES I I L75' ➢IAMETER I HOLE FGR TOUCH READ I I UNITS, I I C I I TOP VIEW I I I I I 3" DIAMETER FLAT I I BEARING SURFACE UNDERNEATH LIFT HANDLE L_--------- 24' X 36' ------- ALUMINUM ACCESS HATCH TYPICAL METER VAULT N.T.S. FIG, W-7A METER SIZE DIMENSION DIMENSION DIMENSION A B C 1 1/2' 3'i' S'0' 3'9' 2' 3'1' S'0' 3'B' 3' S' MIN. 4' S' MIN. 12' MIN. GREATER pRDPOSALS WILL BE SUBMITTED. THAN 4' PAINTED BLUE IN REMOTE Q 1 / ay. FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO _ _ _ ACCOMMODATE ANCHOR IF REQUIRED. , 45' mm BEDDING AS REQUIRED \ I o PLUG qq �45�* T SECTION 1-1 SECTION 2-2 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 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" & fi" 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 2.1 6 2.69 0.13 3.16 2.91 2.fi6 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 4.00 283 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 PLACE 5' GALVANIZED "WITNESS "POST WITH `ol CAPPED MARKER LOCATION MAY BESUBJECT y. TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE i�I•l �a TIt o I JI ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z u Z N a M.J. GATE VALVE WATER LINE IP _i . 2500 P.S.I. CONCRETE '•8 2'x 2' BEARING AREA. THRUST BLOCK d ° d ' a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 I ]6" 16 MIN. " Imo+--1].5'--►I 3]' MIN. riJNGNUT LUCKING 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 (1TYPICAL METER VAULT 1/2" METER) NTS FIG. W-76 ID-15 N N V Q O Z > vi o � Z Q O O O \ ¢Q I z o^G- Z !il Y ^ ] woo s \V �3as Y J N� 00 S �4yALTH j RYAI�R. PERKINS 1'y LIc. No. 046565 i 3 m � c w � p = w N N a d o M ¢ 'm J 0 u Q r•^, Z_ V U z z > Q %< z J = o W o J uJ U � z w�aW >- z � � U' o U i n � W v MN Q m J Q SHEET NUMBER CU-501 CRIMP AND ROLL END OF COPPER PIPING 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN. SHUT-OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT NTS FIG^ `d-6B VARIES ^{ VALVE BOX TO METER BOX (SEE FIG. W-6A THRU WJ-7E). _ f VARIES "-2" COPPER WATER MAIN M.J. FITTING 4" DIP 4" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT NL11N WITH X"x4"TEE. • REFER TO FIG.W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFERTO 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 ID as fill -1'L DRILLED A SIDE VIEW B ➢DDR HINGES I I L75' ➢IAMETER I HOLE FGR TOUCH READ I I UNITS, I I C I I TOP VIEW I I I I I 3" DIAMETER FLAT I I BEARING SURFACE UNDERNEATH LIFT HANDLE L_--------- 24' X 36' ------- ALUMINUM ACCESS HATCH TYPICAL METER VAULT N.T.S. FIG, W-7A METER SIZE DIMENSION DIMENSION DIMENSION A B C 1 1/2' 3'i' S'0' 3'9' 2' 3'1' S'0' 3'B' 3' S' MIN. 4' S' MIN. 12' MIN. GREATER pRDPOSALS WILL BE SUBMITTED. THAN 4' PAINTED BLUE IN REMOTE Q 1 / ay. FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO _ _ _ ACCOMMODATE ANCHOR IF REQUIRED. , 45' mm BEDDING AS REQUIRED \ I o PLUG qq �45�* T SECTION 1-1 SECTION 2-2 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 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" & fi" 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 2.1 6 2.69 0.13 3.16 2.91 2.fi6 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 4.00 283 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 PLACE 5' GALVANIZED "WITNESS "POST WITH `ol CAPPED MARKER LOCATION MAY BESUBJECT y. TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE i�I•l �a TIt o I JI ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z u Z N a M.J. GATE VALVE WATER LINE IP _i . 2500 P.S.I. CONCRETE '•8 2'x 2' BEARING AREA. THRUST BLOCK d ° d ' a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 I ]6" 16 MIN. " Imo+--1].5'--►I 3]' MIN. riJNGNUT LUCKING 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 (1TYPICAL METER VAULT 1/2" METER) NTS FIG. W-76 ID-15 N N V Q O Z > vi o � Z Q O O O \ ¢Q I z o^G- Z !il Y ^ ] woo s \V �3as Y J N� 00 S �4yALTH j RYAI�R. PERKINS 1'y LIc. No. 046565 i 3 m � c w � p = w N N a d o M ¢ 'm J 0 u Q r•^, Z_ V U z z > Q %< z J = o W o J uJ U � z w�aW >- z � � U' o U i n � W v MN Q m J Q SHEET NUMBER CU-501 as fill -1'L DRILLED A SIDE VIEW B ➢DDR HINGES I I L75' ➢IAMETER I HOLE FGR TOUCH READ I I UNITS, I I C I I TOP VIEW I I I I I 3" DIAMETER FLAT I I BEARING SURFACE UNDERNEATH LIFT HANDLE L_--------- 24' X 36' ------- ALUMINUM ACCESS HATCH TYPICAL METER VAULT N.T.S. FIG, W-7A METER SIZE DIMENSION DIMENSION DIMENSION A B C 1 1/2' 3'i' S'0' 3'9' 2' 3'1' S'0' 3'B' 3' S' MIN. 4' S' MIN. 12' MIN. GREATER pRDPOSALS WILL BE SUBMITTED. THAN 4' PAINTED BLUE IN REMOTE Q 1 / ay. FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO _ _ _ ACCOMMODATE ANCHOR IF REQUIRED. , 45' mm BEDDING AS REQUIRED \ I o PLUG qq �45�* T SECTION 1-1 SECTION 2-2 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 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" & fi" 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 2.1 6 2.69 0.13 3.16 2.91 2.fi6 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 4.00 283 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 PLACE 5' GALVANIZED "WITNESS "POST WITH `ol CAPPED MARKER LOCATION MAY BESUBJECT y. TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE i�I•l �a TIt o I JI ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z u Z N a M.J. GATE VALVE WATER LINE IP _i . 2500 P.S.I. CONCRETE '•8 2'x 2' BEARING AREA. THRUST BLOCK d ° d ' a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 I ]6" 16 MIN. " Imo+--1].5'--►I 3]' MIN. riJNGNUT LUCKING 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 (1TYPICAL METER VAULT 1/2" METER) NTS FIG. W-76 ID-15 N N V Q O Z > vi o � Z Q O O O \ ¢Q I z o^G- Z !il Y ^ ] woo s \V �3as Y J N� 00 S �4yALTH j RYAI�R. PERKINS 1'y LIc. No. 046565 i 3 m � c w � p = w N N a d o M ¢ 'm J 0 u Q r•^, Z_ V U z z > Q %< z J = o W o J uJ U � z w�aW >- z � � U' o U i n � W v MN Q m J Q SHEET NUMBER CU-501 METER SIZE DIMENSION DIMENSION DIMENSION A B C 1 1/2' 3'i' S'0' 3'9' 2' 3'1' S'0' 3'B' 3' S' MIN. 4' S' MIN. 12' MIN. GREATER pRDPOSALS WILL BE SUBMITTED. THAN 4' PAINTED BLUE IN REMOTE Q 1 / ay. FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO _ _ _ ACCOMMODATE ANCHOR IF REQUIRED. , 45' mm BEDDING AS REQUIRED \ I o PLUG qq �45�* T SECTION 1-1 SECTION 2-2 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 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" & fi" 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 2.1 6 2.69 0.13 3.16 2.91 2.fi6 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 4.00 283 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 PLACE 5' GALVANIZED "WITNESS "POST WITH `ol CAPPED MARKER LOCATION MAY BESUBJECT y. TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE i�I•l �a TIt o I JI ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z u Z N a M.J. GATE VALVE WATER LINE IP _i . 2500 P.S.I. CONCRETE '•8 2'x 2' BEARING AREA. THRUST BLOCK d ° d ' a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 I ]6" 16 MIN. " Imo+--1].5'--►I 3]' MIN. riJNGNUT LUCKING 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 (1TYPICAL METER VAULT 1/2" METER) NTS FIG. W-76 ID-15 N N V Q O Z > vi o � Z Q O O O \ ¢Q I z o^G- Z !il Y ^ ] woo s \V �3as Y J N� 00 S �4yALTH j RYAI�R. PERKINS 1'y LIc. No. 046565 i 3 m � c w � p = w N N a d o M ¢ 'm J 0 u Q r•^, Z_ V U z z > Q %< z J = o W o J uJ U � z w�aW >- z � � U' o U i n � W v MN Q m J Q SHEET NUMBER CU-501 PAINTED BLUE IN REMOTE Q 1 / ay. FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO _ _ _ ACCOMMODATE ANCHOR IF REQUIRED. , 45' mm BEDDING AS REQUIRED \ I o PLUG qq �45�* T SECTION 1-1 SECTION 2-2 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 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" & fi" 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 2.1 6 2.69 0.13 3.16 2.91 2.fi6 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 4.00 283 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 PLACE 5' GALVANIZED "WITNESS "POST WITH `ol CAPPED MARKER LOCATION MAY BESUBJECT y. TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE i�I•l �a TIt o I JI ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z u Z N a M.J. GATE VALVE WATER LINE IP _i . 2500 P.S.I. CONCRETE '•8 2'x 2' BEARING AREA. THRUST BLOCK d ° d ' a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 I ]6" 16 MIN. " Imo+--1].5'--►I 3]' MIN. riJNGNUT LUCKING 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 (1TYPICAL METER VAULT 1/2" METER) NTS FIG. W-76 ID-15 N N V Q O Z > vi o � Z Q O O O \ ¢Q I z o^G- Z !il Y ^ ] woo s \V �3as Y J N� 00 S �4yALTH j RYAI�R. PERKINS 1'y LIc. No. 046565 i 3 m � c w � p = w N N a d o M ¢ 'm J 0 u Q r•^, Z_ V U z z > Q %< z J = o W o J uJ U � z w�aW >- z � � U' o U i n � W v MN Q m J Q SHEET NUMBER CU-501 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" & fi" 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 2.1 6 2.69 0.13 3.16 2.91 2.fi6 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 4.00 283 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 PLACE 5' GALVANIZED "WITNESS "POST WITH `ol CAPPED MARKER LOCATION MAY BESUBJECT y. TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE i�I•l �a TIt o I JI ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z u Z N a M.J. GATE VALVE WATER LINE IP _i . 2500 P.S.I. CONCRETE '•8 2'x 2' BEARING AREA. THRUST BLOCK d ° d ' a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 I ]6" 16 MIN. " Imo+--1].5'--►I 3]' MIN. riJNGNUT LUCKING 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 (1TYPICAL METER VAULT 1/2" METER) NTS FIG. W-76 ID-15 N N V Q O Z > vi o � Z Q O O O \ ¢Q I z o^G- Z !il Y ^ ] woo s \V �3as Y J N� 00 S �4yALTH j RYAI�R. PERKINS 1'y LIc. No. 046565 i 3 m � c w � p = w N N a d o M ¢ 'm J 0 u Q r•^, Z_ V U z z > Q %< z J = o W o J uJ U � z w�aW >- z � � U' o U i n � W v MN Q m J Q SHEET NUMBER CU-501 PLACE 5' GALVANIZED "WITNESS "POST WITH `ol CAPPED MARKER LOCATION MAY BESUBJECT y. TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE i�I•l �a TIt o I JI ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z u Z N a M.J. GATE VALVE WATER LINE IP _i . 2500 P.S.I. CONCRETE '•8 2'x 2' BEARING AREA. THRUST BLOCK d ° d ' a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 I ]6" 16 MIN. " Imo+--1].5'--►I 3]' MIN. riJNGNUT LUCKING 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 (1TYPICAL METER VAULT 1/2" METER) NTS FIG. W-76 ID-15 N N V Q O Z > vi o � Z Q O O O \ ¢Q I z o^G- Z !il Y ^ ] woo s \V �3as Y J N� 00 S �4yALTH j RYAI�R. PERKINS 1'y LIc. No. 046565 i 3 m � c w � p = w N N a d o M ¢ 'm J 0 u Q r•^, Z_ V U z z > Q %< z J = o W o J uJ U � z w�aW >- z � � U' o U i n � W v MN Q m J Q SHEET NUMBER CU-501 STR. BLDG CO 1 TO STR. CO 3 STR. BLDG CO 2 TO STR. MH 1 STR. BLDG CO 3 TO STR. CO 4 524 I li I cza__- I 524_ r @Nn 520-- - oo:?? E (STING GRADE i I -- 520 71ROPOSED SEE UILDING PLANS FOR SANITARY CONNECTION- GRADE _ 516 DOMESTIC 2" SCH. 80 PVC 38 OFj 6" 16" SEPARAn PVC 0 2.08% li 3$ LF OF C 2.089, 11 LF OF 6I PVC 0 2.08% I _ 512 - -_ 512__ I it III 5101 510 '- O 00 � 9+75 10+00 IIENRICO COUNTY FIRE FLOW ESTLIL-ITE FORM ISO (Insurance Service Office) Method of Calculating Needed Fire Flow NFF (Needed Fire Flow) ENGINEER Kimley-Ham DATE: 1/31/2022 PROJECT NAME: Green Clean CALC. BY: CBB TYPE OF CONSTRUCTION: WOOD FRAME C-1 Class of Construction Coefficient= R 1.5 GROUND FLOOR AREA- 1.256 a OF STORIES 1 Total Floor Area=A1 (effective area) 1256 FIRE AREA CONSIDERED Construction Factor Ci = 18 (F) (A)" Ci: 1.000 (ROUNDED IO NE.. T250 G?At) TYPE OF OCCUPANCY: CONMUSTIBLE C-3 (Worst Case) Occupancy Factor = O1: 1 EXPOSURE (X) AND CON M- UINICATION(P)- XI+P1= 0.00 X4+P4= X,+P,= X5+P5= X3+P3= X6+P5= (,X+P)l = 1.0 + E(X,-4P) = (Afae.X+P)i= 1.75) 1.00 (n=NUAMEROF P9ES OF SUBJECT IlUILDING) NEEDED FIRE FLOW NFF = (C) (0). (X+P), NFF = 1.000 Automatic Sprinklers: NO Reduction Factor. 0°% liXNFF= - 0 TOTAL: 1.000 Required Fire Flow - Rounded: 1.000 epm Fire Hydrants Required- 1 1 CERTIFY TIL1T THE ABOVE INFORAL-1TION IS TRUE AND CORRECT SIGNATURE: P.E. - CONIMERCLa.L AMA.REQUTRES 350 FT. SLAMM(7M HOSE LAY Referene NFFcalculan°ap-dura de ,ibedm A.WWAMi1. LS.O.'s 1930 C°nunerciA FueRatma Schzdnte and L60's 1930Fue Ram,- Schxdnle. .9i94 F.-F-9 524 I I Im mM Im � MM .� 524 o a aa� 1oe� o w w i%i O UM,3 vi aiN �'nZZp _ OE»> onaN M n o > O�zzz `OV - o? Z i 520 _ EXISTING ��-- `GRADE 520 L __- SEE UILDING PLANS FOR SANITARY CONNECTION- O PROPOSED 2" SCH. 80 PVC M GRADE DOMESTIC WATERUNE 516 - - -- ---------- t------- PROPOSED 15" t.___ _.... _ 6 ._ 51-___.. 5" SEPARATION _ STORM PIPE H LF F 6" PVC 0 2.08% I 512 6 LF OF 6" PVCg T 3.787 - 1.5' SEPMAnON 512 SADDLE CONNECTION EXISTING SANITARY INV. 503.42 TO SEWER OIL/WATER SEPARATOR (SEE CU-501 D FOR TAILS) 508 - _ -- 56 LF OF 6" PVC _ 0 1,147 - -- 508 _ --- 15 LF OF 6" PVC 0 9.457 5 LF OF "PVC 0 1,42, j 505 505 � � n � � N 9+75 10+00 Green Clean -3290 Worth Xing -Domestic Water Meter , Customer Greendean _ Building Address 3290Worth Xing _ . Zip Code, 22911. Type of Occupancy_ Car Wash Fixture Fixtures (Value 60 psi '.. No. of iFixture Fixtures IValue(gpm) Bathtub 8 X Bedpan Washers 10 X Bidet 2 ',._. % Dental Unit - _2 X 0 = 0 0 0 Drinking Fountain -Public f 2 X Kitchen Sink - 22� - f X--� Lavatory -.. _.._. __._.. 15____. ,. %_. Showerhead (ShowerOnly) 25 t X Service Sink 4 X _ Toilet - Flush Valve_ - 35 % 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)_ I'', 4 X 0 +'; = - -_ - - _ = = _ = _ _ _ 0 0 '�, 0 1.5 0 4 0 1 4 7777 35 0 0 0= • 0 0 0 0 ;. 0 0 0 Dishwasher 2 X _ Wasfimg Machine 6 X Hose(50ft Wash Down)-1/2m _ 5 _ X _ Hose(50ft Wash Down)-5/8in 9 _ X _ Hose (5oft Wash Down)-3/4in 12 X 0 _ _ _ _ _ _ _ = = 0 ' 0 0 0 ', 0 Q 0 0 0 Combined Fixture Value Total 405Fixture Units _ " - Comb ned rixtu re Value Total -Pressure Factor -.. _ 42 Gal Min _ .Pressure Factor Pressure Factor 1. _ - _ __. _ -1 Added Fixed Peak Car Wash Demand I� _ •-_ f :; . !Gal/Min ,Total ixed Demand_a r - 9iGal/Min Meter Size 1.51, Inch meter, 11+00 524 o a I 524 T II 0 o � - - __---- -- aaa , I � 0'- n o XISTING GRADE w w Ni o � ' 520---- �--__ U 0 .. ____- PROPOSE GRAD _. - r-__ - SEE 9 ILDING PLANS FOR SANITARY (--CONNECTION ------------ ---- il 516 I I I 516 I 12 LF OF 6 PVC 0 1 04I 42 LF OF 6' VC 03. 1 LF OF 6" PVC 0 3.78% _ 512 ___._.__ _--__� .___-__ _ 512 -- WATER__ RECLAMATION TANKS ., (DESIGN BY OTHERS) RIM: 51{3.97 NV IN: 514.84 510 I INV OUT: 51i.59 510 m ai N 9+75 10+00 GRAPHIC SCALE IN FEET 0 10 20 40 HORIZONTAL 4 J 0 U F- 2 1 CARWASH ADDITIONAL WATER DEMAND iory rvumera FUNCTION - WATER _ _ TYPE JET USE FACTOR FLOW RATE PER MN RECLAIM FRESH R.G. REJECT SIZE QUANTITY GPNVJET _ WATERIMIN WATER PER MIN 1 FOAMINGAPPUCATOR ARCH fresh F.T. 9 1 100.00% 9 9 1 2 TOTAL SHINE BATH fresh F.T. 4 3 20 00% 12 24 3 FOAMY CTA#1 fresh SH 1 3 50.009s 3 1.5 _ 4 FOAMY CTA#2 fresh SH 1 3 W 00% 3 1.5 5 TRIPLE FOAMER fresh SH 3 3 35.00% 9 3.15 _ 6 WRAP FCAMERx1 fresh SH 1 3 80.009s 3 24 7 WRAP AROUND WATER 91 any 4020 6 1 2 100.00% 1 12 12 _ 8 WRAP FOAMERd2 fresh SH 1 3 80-OTA 3 24 9 WRAP AROUND WATER 42 any 4020 6 2 100.00% 12 12 10 FOAMING APPUCATOR ARCH fresh F.T. 9 1 100.00% 9 9 11 FOAMINGAPPUCATOR ARCH flesh F.T. 9 1 100.00% 9 9 12 MilterI any 4010 4 1 100.00% 4 4 13 Miter fresh F.T. 4 1 100.00% 4 4 14 FUP ARCH fresh 0004 10 1.8 100.00% 18 18 15 TOP OMNI fresh 0004 10 1.8 100.00% 18 18 _ _ 16 BLASTER any 0004 10 1.8 1 100.00% 18 18 _SIDE 17 TOTAL SHINE WAX 0004 3 3 20.00% 9 1.8 18 RINSE arty 4010 1 6 20.00% 6 1.2 19 MIRRORRINSE fresh RAINBAR 2 1 100.00% 2 2 20 HNALRINSE fresh RAIN100 1 4 10000% 4 4 21 RAIN DRYINGAGENT fresh RAJN100 1 4 100.00% 4 4 22 RAIN SEALERWAX fresh RAIN100 1 4 30.004s 4 1.2 23 1 PREP UNIT fresh 4080 2 4 10 00% 8 0.8 'TOTAL _ 183, so,. _ 55.35.__- _26, AVERAGE APPUCAl10N TIME IN SECONDS. T � FACTOR 50.00°6''. 50.00Ye 50.00% I AVERAGE GALLONS USED PER CAR:_ 30.00 27.68 13.00 - - :._... -_ AVERAGE CARS PER MOfJTH:! __. - 7000 ._ 7000.. -_ 7000, 7000 ESTI193725 91000 ;AVERAGE EVAPORATION AND CARRY OUTPERCAR TOTAL WATER USESTED PER MONTH: _ TOTAL WATER RECLAR,9ED FRESHWATER H2O LOSS/EV� DISCHARCE TO SEWER .,Gallons Per Car(GPC) ,GPC ,. 70.68 30.00 40.68 6 34.68 - �ESTIMATEDAVERAGERECLAIMEDPORTION: 4245YMNTH 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 RYAt�R. PERKINS Lic. Na.046565 01131120 2- C 0 _z Co M 5 U Of w N O= o a , m m oM ¢ a \ w a N O O U Z i- O Lu -1 Q LL � U � U Q C t•`�) z_ V zz_ LU < I = O W W U J WU z <z OrL W LLJ W w LLJ O V O Ld \'J Q J J Q SHEET NUMBER CU-502 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. IN / / I / C5 N Q Q 3M m ^ 1 0 ACSA WATERLINE & FIRE HYDRANT EASEMENT / D.B. 1739 PG. 532 / I / / I / NFRAI NOT 1. PHOTOMETRIC PLANS ARE PROVIDED FOR INFORMATION PURPOSES ONLY. 2. MEP CONTRACTOR TO PROVIDE LIGHTING SYSTEM DESIGN. INCLUDING JUNCTION BOXES, CONDUITS AND CONDUCTOR SIZE. 3. SOURCE OF POWER FOR LIGHTING TO BE CONFIRMED BY MEP. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR SERVICE LIGHTING NOTES: 1. SEE SHEET CL-501 FOR FIXTURE AND LIGHT DETAILS 2. NEW POLES AND FIXTURES TO BE INSTALLED AS SHOWN. SEMINOLE TRAIL U.S. ROUTE 29 (VARIABLE WIDTH R/W) 1 °°gym \ %®��®� c� --o u C;c;d c; /q° o o ® .f °° of �l ° -� ° a o Os c; O J '�., ., 0 y W O ° ' S of 5' °� �' • J S O T�� IT �,•i�-O, 141'7 JO.s STORM DRAIN EASEMENT D.B. 1643 PG. 641 (PLAT) D.B. 1463 PG. 477 PVRY'UNE PARK ROAD ° (50, R/W) o D.B. 1643 PG. 643 20' ACSA SANITARY SEWER EASEMENT D.B. 1482 PG. 105 -_ _ _ - D.B. 1739 PG. 532 VARIABL _ STORM DRAT LUMINAIRE SCHEDULE SYMBOL LABEL QUANTITY ARRANGEMENT DESCRIPTION MANUFACTURER HEIGHT LAMP WATTS LIGHTING LOSS FACTOR -� A 6 SINGLE ECF-S-48L-IA-WW-G2-4-HIS-BK GARDCO 14'-0" LED 160W 1.0 [} B 3 SINGLE LPW-32-70-WW-G3-4-BK STONCO 9'-0" LED 65W 1.0 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 t 1Tx ly GRAPHIC SCALE IN FEET 2� z m m a N O U u 0 p = W N m v \ N a o Y ID N U fn z_ O v z z z W=ow U of w U fl�Z L I CDU o i I� � W v J N Q W CO SHEET NUMBER CL-101 ou N I— valmo Imon0f DS330 FaUgue Resistant Square Non -Tapered Steel Pole valmont.;V va �1-1 snuc—SVPS.451 0 E x A, MY, 0 0 E C—E 7% rol, > > 6NGLILDHAGEDATA 'nom 0 LI. j : > 0 C) z < u- , on N < z P2 TENON DETAIL (OPTIONAL) 0 z 0 CAP DETAIL (STANDARD) • ism mm ■ PLANT SCHEDULE LARGE SHADE TREE PA QTY 4 6 EVERGREEN SHRUBS QTY MCE 6 Po 22 ORNAMENTAL GRASSES QTY Ps 25 GENERAL LANDSCAPING NOTES BOTANICAL NAME Acer rubrum 'Red Sunset' Platanus x acerifolia 'Bloodgood' �12' HT MIN, Strong central leader V l f Ti>.?5�°ic'�IYC�7°IZ a�Ycl�"r�T�f 1 G� t�P�`-�`.• Strong central leader BOTANICAL NAME Myrica cerifera Uniform; Dense; Full to the ground Prunus laurocerasus'Otto Luyken BOTANICAL NAME Panicum virgatum 'Shenandoah' 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES 18 PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 4. BOTH PROPOSED AND EXISTING LANDSCAPING PLANTS AND TREES ADJACENT TO SITE DISTANCE TRIANGLE NEED TO BE MAINTAINED BETWEEN 2 AND 7 FEED ABOVE GROUND AS CLEAR ZONE. I I P. 0. B. ROD ^141'24'45"F _FND. London Plane Tree COMMON NAME Wax Myrtle Otto Luyken Cherry Laurel COMMON NAME Switch Grass SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) CONT B&B Y^fY B&B Y Y`l' 3.5"Cal II KEY PLAN LEGEND II PARKING LOT LANDSCAPING AREA PAVED PARKING AREA CONT HEIGHT Cont. 24" HT MIN. Cont. tioi T,y CONT HEIGHT 1 gal GRAPHIC SCALE IN FEET 0 10 20 40 L BUJ GjQ�j (Ca�h'- .....al _ _ SET EROD ND. Rol / EXISTING SHRUBTO MULCH BED IL NE(TYR) REMAIN (TYP) `I 'E TO REMNN(TYP�EXISTING TREE TO SOD (TYP.) REMAIN (TY­3E ~ELEV_520.71 GREEN CLEAN CAR WASH 25 ®�y� l.'1 [ ib ♦ \ / FFE=519.69 PS �y Il I 1 � aQ to X Po to FIRST CITIZENS BANK & TRUST COMPANY 2 101 r.1 Fol 7.1 Fol F.1 r.1 I F.1 F.. ADDRESS: 1815 FORTUNE PARK ROAD PARCEL ID: 04684-00-00-001D1 ACSA WAfERLIN FIRE HY RANT EASEM NT 1. 1739 PG. 532 / TOP=517.05 FL=510.40 I X� ;4,11 YP)J EXISTING SHRUB TO REMAIN (TYP.) V V V REMMN(TYR)NV �&�1 r51)9Q /� UT 510, s -RSgEi "\ - $]..-j6-.- 1 _:RCP- o `<'�✓17-��- ; \ \� /�sry}�,� I 1 -. - OP=514.47= u OP=512.85 FL=509.60 ---_ IN W(15)=507.50 BM q2 EXISTING SHRUB TO MULCH BED LINE(TYP.) IN IN 18=508.70/ NORTHEAST REMAIN(TYP.) WI }�!V OUT=507.40 CORNER OF DI SIUKM Drtr1111 EASEMENT FORTUNE P TOP=�17.79 \ - - // ELEV=512.83 -� (50=RARK ROAD o 15'RCP\ �� D.B. 1643 PG. 641 (PLAT) FL=5 445 A M D.BD.B. 14�77 -�-'� D.B. 1643 PG. 643 4 TOP=51fi.4 J _ -_�-- 20 ACSA SANITAR FL-511.95 \ SEWER EASEMENT D.B. 1482 PG. 105 TOP=51 z.3z y _ _---- - - - D.B. 1739 PG. 532 \ VARIABLE TH FL=506.30 �' �J _-� -- ` STORM DRAIN EAS T 1 - '-'�� B. 1643 PG. 641 (PLA \ 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 C... , Co,s«rv„o" PW""h MIf T. b pl' 'J L dscnpe plans (1lvad_L pp 111 2BJ 111 2Y) for <u,vPlele sPceiRen[lons) 1 IJ�Tr wbesa�ed hall M1nxa h Cl ® LLnhs of cicarine(auts de drlplfve of vc s[o be snsed); � L«a,m<uoa,YP rP�mai. r<ari<B;tl Cl , Vd chances ee eLLcor woos: oposrd as a rwmmmy beyond m<IimiH afcmawg. Ms'All trcu,v be sas.d ahaD be mykcd "iVt P,ivswnbWnaraheisJ,I cl rs. A Bradin6 shell begin until the uve making h. bcc" v.pccled.vW aPP ,l by Coumy Wpec or. � i <P rnuon andproncuoa mc"wcs sM1vll bew„vxW wi,h Oo wnvaz[ar on s,tu { I f nmawmis mcludmesoil shall nos bo pomi,ud xi,Wv Oe,triPlincs atvccv bY J 5. EI S hd 'ces shall i -clY aRccl b sarc�L 4 '?7 F vw Pn - d'Ju 140 feel f p epfveeswbe sized. 7. � T uivly xkill no[be xwn-0 xis,inlW lec[p(Jse Jnplme o[vees lv b<sazed. tl. � ibe W R' iO RaofaprpposNbu ldnBw6, J'B shall be pro,ened by lencing 9 pI h Ibe W Jshall be ivvpvnW vsd appmnd by C YI spews pnor,o &nd,n6 orwvswcJov. � ,h undl i b d N 0dnl (true to be s<zKvve IIN IIbp JW vndacovswcupv dcwil b - .If npP il Ip. gn mgwdl. a �. m, h ea 1 da a druil nl 11. J d i R Ii. I f itilulib d Y ti,tr t bl y dervI wshaI -,id ­1 emauzex4. paved lhat nv ary nchmg xill dswY f«Jcr,wu 11. Ciz_L � r c.Jr<r<nems,Fall be me Dn aems reaw�eadmme w<aam a<annp. ail DumBvd uvra shall b<vea[ed LmvedlatelybY Prvniv&Rxulim,lav oro,her melhads wcavunecded bYavee specialise .NU IE:I F 1S TIIE DEVELOPER'S HESPU.ISIHILI IY IU CUNPER \11f11111E CONTi lCIDR U.V IREE CONSERVATION �ItEQDIRE.\IENIS\ILV IS. RE (uAfe)I CU.VTRICT PDHC1L15ER SIGN.\ ID1tE (DATE) sluos Pag.1 � I BBIE D. ROACH LiC. No. 1070 0f/'.N/2zn7 m F C 0 v c w No p Z o O_ A N m a d o n ¢ 'm o y M p ¢ a u Q 0- z z'/ J n a C '^f Z_ V � C Z Z > W X Q J = ow U�o0 W J W � O_ Z r1/ c) V O V CY) u m Q SHEET NUMBER CP-101 GENERAL NOTES g. Provide anchor pins at twenty-four (24) inches on center for slopes greater than 4A 5. Report delays due to extraordinary natural or other conditions beyond control of Contractor A. CONTRACTOR SHALL REVIEW ALL DRAWINGS, SPECIFICATIONS, PERMITS, AND REGULATORY REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. B. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS PROVIDED BY OTHERS. C. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA @ 1-800-552-7001 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. D. FINAL LOCATION OF ALL PLANTINGS SHALL BE DETERMINED IN THE FIELD BY THE OWNER'S CHOSEN REPRESENTATIVE. E. SUBSTITUTIONS AND/OR MODIFICATIONS TO PLANTING LAYOUT, PLANT MATERIALS, ETC. SHALL NOT BE MADE WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. F. CONTRACTOR SHALL INSTALL ALL PLANT MATERIALS AS SHOWN IN THE DETAILS, AND AS INDICATED IN THE LANDSCAPE SPECIFICATIONS. G. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS. H. SIZE AND GRADING STANDARDS OF PLANT MATERIALS SHALL CONFORM TO THE LATEST ADDITION OF ANSI Z60.1, AMERICAN STANDARD FOR NURSERY STOCK, BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. I. ALL PLANT MATERIALS SHALL BE NURSERY GROWN STOCK AND SHALL BE FREE OF ANY DEFORMITIES, DISEASES, OR INSECT DAMAGE. ANY MATERIALS WITH DAMAGED OR DISFIGURED/ CROOKED LEADERS, BARK ABRASIONS, SUNSCALD, INSECT DAMAGE, ETC., ARE NOT ACCEPTABLE AND WILL BE REJECTED. J. TREES NOT EXHIBITING A CENTRAL LEADER WILL BE REJECTED UNLESS CALLED OUT IN THE PLANT LIST AS MULTI -STEM. K. ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY SHOVEL EDGING. NO EDGE SHALL BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS. L. PLANTING BEDS SHALL RECEIVE 3" OF DARK, SHREDDED HARDWOOD MULCH THROUGHOUT. ORANGE AND/ OR RED MULCH IS NOT ACCEPTABLE. M. ALL AREAS ON PLANS NOT INDICATED TO RECEIVE SOD PLANTING, PAVEMENT, OR HARDSCAPE WHICH ARE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SEEDED WITH FESCUE, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. SEE SEEDING NOTES THIS SHEET. N. PLANT MATERIALS SHOWN ON PLANS ARE A GRAPHIC REPRESENTATION ONLY. CONTRACTOR SHALL PERFORM ALL LANDSCAPE INSTALLATION ON THE SUBJECT PROPERTY, AND NOT ON ADJACENT PROPERTIES, UNLESS OTHERWISE DIRECTED BY THE OWNER OR THE OWNER'S REPRESENTATIVE. FOOTBALLS OF SHRUBS AND TREES SHALL BE PLANTED, IN THEIR ENTIRETY, WITHIN THE BOUNDARIES OF THE SUBJECT PROPERTY. 0. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES, UNLESS OTHERWISE DIRECTED BY THE CIVIL ENGINEER. P. QUANTITY TAKE -OFFS INDICATED ON THE PLANTING SCHEDULE ARE FOR CONVENIENCE ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE SCHEDULE, THE GRAPHIC REPRESENTATION IN THE PLANS SHALL DICTATE. Q. ALL MULCHED BEDS SHALL HAVE AN APPROVED GEO-TEXTILE WEED BARRIER INSTALLED PER THE PLANTING DETAILS . PRODUCT SPECIFICATION SHEETS SHALL BE SUBMITTED TO THE OWNER OR OWNERS REPRESENTATIVE PRIOR TO ORDERING MATERIAL. PERFORMANCE SPECIFICATION I. PLANTS A. General 1. Live healthy plants free of dead branches and parts 2. Free of disease, insect, injury and damage 3. Unbroken, intact, dense and solid rootballs and containers, without cracks, Flat sides or previously repaired damage. 4. Free of girdling roots or rootbound/circling container conditions 5. Plants of consistent in growth habit and healthy character 6. Free of compromising growth conditions such as weak crotch connections, crossed branches, snags and scars 7. Point of origin growing location within 100 miles of project site B. 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 I. Fill joints solidly with planting bed preparation soil I 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 I. 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 26%.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 to d weed free produced b natural aerobic decomposition. Free of 1. Balanced 5.0 8.5 mature, stable an p y p visible contaminants and toxic substances. Not greater than 5% sand, silt, clay or rock by dry weight. Consistent with US -EPA CFR Title 40 Part 503 Standards for Class A biosolids G. Compost Testing 1. Prior to delivery on -site, the following items are required for approval by Owner: Feedstock percentage in final compost product; statement that the products meets federal, state and local health safety requirements 2. Provide copy of lab analysis less than 120 calendar days old verifying that the product meets described physical requirements; chemical contaminants; Ph; physical contaminants; biological contaminants (including a statement that fecal coliform and salmonella testing and results comply with requirements of the US Composting Council Seal of Testing approval programs H. Planting Mix 1. 85% topsoil and 15% Compost I. Fertilizer 1. Granular 10% nitrogen, 6% Phosphorous, 4% Potassium granular form with 50% Nitrogen in organic form. Product and Material Safety Data as approved by Owner J. Herbicide 1. Product and Material Safety Data as approved by Owner K. Water 1. Potable only unless otherwise approved by Owner L. Hardwood Stakes 1. 2 x 2 x 48 inch square of sound hardwood, painted Flat black on all sides M. Tree Ties 1. Villa Non -Abrasive Rubber Tree Ties or approved equal N. Filter Fabric 1. Mirafi 140-N or approved equal III. Execution A. Site Conditions 1. Inspect site and notify Owner in writing of acceptance with indication that project conditions are acceptable are suitable to proceed with work. Notify Owner of any existing damage and/or other conflicting conditions. 2. Do not proceed with work until unsatisfactory conditions have been satisfactorily remedied. Notify Owner Of acceptance prior to commencement of work. 3. Notify Owner in writing of any conditions that may preclude successful completion of work including items such as coordination with other trades, incomplete work, drainage, soil temperature and/or composition, access to storage/work areas, damage to conditions, etc. 4. Notify Owner in writing immediately of any items that may influence work schedule, timing of tasks, materials delivery and/or installation and warranty responsibilities. 5. Coordinate and cooperate with other trades working in and adjacent to work areas. Examine drawings of .,her 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. Installlplant 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 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 NON-ABRAISIVE RUBBER TREE TIES CENTRAL LEADER - TREE STAKES REMOVE NURSERY STAKE NON-ABRAISIVE RUBBER TIES. THREE(3 TWO INCH TREE STAKES. INSTALL AWAY FROM EDGE OF THE PLAN VIEW ROOT BALL. STAKE LOCATION SHALL NOT INTERFERE WITH PERMANENT BRANCHES. STAKES SHALL BE PAINTED BLACK PRIOR TO INSTALLATION. r- PRIOR TO MULCHING. LIGHTLY TAMP SOIL 1_ 3x WIDEST DIMENSION OF ROOT BALL I DECIDUOUS TREE PLANTING h NOT TO SCALE SB PLANTING DM LE LOOSENED SOIL. TURN THE SOIL TO REDUCE COMPACTION TO THE AREA AND DEPTH SHOWN. 4' LAYER OF MULCH. MULCH ON TOP OF ROOT BALL SHALL NOT FINISHED GRADE. EXISTING SOIL. SCARIFY SIDES OF PLANTING PIT TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE. SET SHRUB AT ORIGINAL GRADE OR UP TO 118 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL MAKE (3)- V CUTS IN SIDES OF THE ROOTBALL PLANTING SOIL MIX PER PLANTING SPECIFICATIONS UNDISTURBED SOIL PEDESTAL NOTE: SHRUBS INSTALLED IN CONTINUOUS SUCCESSION OR LARGE BED SHALL BE PLACED IN ONE CONTINUOUS DEPTH BED w a 0 BEE D. ROACH LIc. No. 1870 0��3��2022 Q ul m a d o a a w m Y O V ,J W Z i U 'WQW Z ❑ Z � LL Q fn z_ CO v Z Z Z _WJ = ow U�"0 00 W tY z Z p aW W W W } LU /1/ O V O (D w LJ J N Q M � w m Q SHEET NUMBER CP-501 vp\ ' n 1 Application for Letter of Revision ❑ Letter of Revision -$118.86 + $4.75 Technology Fee = $123.61 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and Number: SDP202000080 Green Clean at 3290 Worth Xing Contact (who should we contact about this project) Stephen McCray Street Address 1700 Willow Lawn Drive Suite 200 City Richmond State VA Zip Code 23230 Phone Number 804-273-8379 Email Owner of Record Green Clean Charlottesville LLC Street Address 5215 Colley ave unit 109, norfolk, VA 23508 CityNorfolk StateVa Zip Code23508 Phone Number 614-778-6180 Email Craig @gcawexpress.com Applicant Street Address City State Zip Code Phone Number Email SUBMITTAL REQUIREMENTS: ❑ The appropriate fee, ❑ The site plan number that the change applies to, ❑ A request letter describing the proposed changes from the owner or authorized agent, ❑ 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan,or on an 11"X17"copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby cc�i, hat the information provided on this application and accompanying information is accurate,true and correct to the best of my kt *e and belief. - � 01/20/2022 4 re of Ow > ,Agent Date Craig Van Bremen 614-778-6180 Print Name , Daytime phone number of Signatory FOR OFFICE USE ONLY; LOR# / n Fee Amount$LN'(Q1 Date Paid y who9 Re pt V C1 �'3 � ``��� V� County of Albemarle 4,b*Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 REVISED 7/1/2021 (Fee Update)Page 1 of 1) Application for Letter of Revision ❑ Letter of Revision - $118.86 + $4.75 Technology Fee = $123.61 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and Number: COntaCt (who should we contact about this project) Street Address City Phone Number Owner of Rec Street Address 5215 Green Clean Charlottesville LLC ave unit 109, norfolk, VA 23508 Phone Number614-778-6180 Street Address Phone Number Code23508 Craig@gcawexpress.com ❑ The appropriate fee, ❑ The site plan number that the change applies to, ❑ A request letter describing the proposed changes from the owner or authorized agent, ❑ 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan, or on an I I'W IT' copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby ce at the information provided on this application and accompanying information is accurate, true and correct to the best of my a and belief. Agent Print Name FOR OFFICE USE ONLY LOR # Fee Amount $ Date Paid By who? 01 /20/2022 Date Daytime phone number of Signatory Receipt # Ck# By: County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 REVISED 7/1/2021 (Fee Update) Page 1 of 1