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HomeMy WebLinkAboutARB202200017 Plan - Submittal (First) 2022-03-15SITE DATA: RIO POINT SDP - 2022 - XXXXX INITIAL SITE PLAN COUNTY OF ALBEMARLE, VIRGINIA TAX MAP PARCEL AND OWNER INFO: PARCEL 06100-00-00-167CO D.B. 1681, PG. 174 RIO POINT LLC 123 EAST MAIN ST 5TH FLOOR CHARLOTTESVILLE, VA 22902 PARCEL 06100-00-00-16700 D.B. 1688, PG. 564 RIO POINT LLC 123 EAST MAIN ST 5TH FLOOR CHARLOTTESVILLE, VA 22902 EXISTING AREA: PARCEL 06100-00-00-167CO = 25.73 AC. PARCEL 06100-00-00-16700 = 1.58 AC. EXISTING ZONING: R4 - RESIDENTIAL AREA PROPOSED ZONING: PLANNED RESIDENTIAL DEVELOPMENT (PRD). PROPERTY SHALL STILL COMPLY WITH EXISTING ZONING OVERLAY DISTRICTS OVERLAY DISTRICT: PRESERVED SLOPES SHOWN PER ALBEMARLE COUNTY GIS, AIRPORT IMPACT AREA (AIA), FLOODPLAIN HAZARD OVERLAY DISTRICT (FH), AREAS OF MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND ENTRANCE CORRIDOR OVERLAY DISTRICT (EC). THESE OVERLAY DISTRICTS ARE NOT BEING REVISED AS PART OF THE PROJECT. MAGISTERIAL DISTRICT: RIO CURRENT USE: SINGLE FAMILY DETACHED (SFD) HOUSE PROPOSED USE: RESIDENTIAL SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP 1001 BOULDERS PARKWAY SUITE 300 RICHMOND, VA 23225 804-200-6500 PROJECT #: 46883 DATE: 12/11 /2020 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 WETLAND IMPACTS: NONE UTILITIES: ACSA WATER AND RWSA SEWER WATERSHED: RIVANNA RIVER - MEADOW CREEK FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. oz/o7/zozz O 'A0 v O� PROJECT LOCATION QP ,. 44/ 0 4� 2 OO �e O VICINITY MAP 1"-2000' DEVELOPER: RIO POINT LLC 123 EAST MAIN ST 5TH FLOOR CHARLOTTESVILLE, VA 22902 CONTACT: CHRISTOPHER HENRY CHENRY@STONYPOINTDG.COM ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER C0.1 REZONING PLAN C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C2.0 OVERALL EXISTING CONDITIONS PLAN C2.1 EXISTING CONDITIONS & DEMOLITIONS PLAN C2.2 EXISTING CONDITIONS & DEMOLITIONS PLAN C2.3 EXISTING CONDITIONS & DEMOLITIONS PLAN C2.4 EXISTING CONDITIONS & DEMOLITIONS PLAN C2.5 EXISTING CONDITIONS & DEMOLITIONS PLAN C2.6 EXISTING CONDITIONS & DEMOLITIONS PLAN C4.0 OVERALL LAYOUT PLAN C4.1 LAYOUT & UTILITIES PLAN C4.2 LAYOUT & UTILITIES PLAN C4.3 LAYOUT & UTILITIES PLAN C4.4 LAYOUT & UTILITIES PLAN C4.5 LAYOUT & UTILITIES PLAN C4.6 LAYOUT & UTILITIES PLAN C4.7 LAYOUT & UTILITIES PLAN C4.8 LAYOUT & UTILITIES PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING & DRAINAGE PLAN C5.3 GRADING & DRAINAGE PLAN C5.4 GRADING & DRAINAGE PLAN C5.5 GRADING & DRAINAGE PLAN C8.0 STORM PROFILES C8.1 STORM PROFILES C8.2 STORM PROFILES C8.3 STORM & SANITARY STRUCTURE & PIPE TABLES C9.0 UTILITY PROFILES C9.1 UTILITY PROFILES C9.2 UTILITY PROFILES C10.0 SIGHT DISTANCE PROFILE TOTAL: 36 SHEETS SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT_ PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE Z ' T 0� CFATGW J. KOT:ARSKI> Lie. No, 0402048507 -6,, 02-0-1-22,tz-,; N z 0 f I DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE > zw LL '-' (Y < Omw aa 0 O0U LL O JOB NO. 46883 L SHEET NO. CO.O SITE DATA (CONTINUED): TOTAL PROJECT AREA: AREA DEDICATED TO PUBLIC R/W: TOTAL DEVELOPABLE AREA EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA: LIMITS OF DISTURBANCE: PROPOSED USE: PROPOSED UNITS: NET DENSITY: PROPOSED DENSITY: ALLOWABLE USES: BUILDING HEIGHT: OPEN SPACE REQUIRED: PARCEL 06100-00-00-167CO = 25.73 AC. PARCEL 06100-00-00-16700 = 1.58 AC. 27.31 AC. 0.82 AC. 27.31 AC - 0.82 AC = 26.49 AC. 0.212 ACRES 10.22 ACRES 18.44 ACRES RESIDENTIAL 130 - ONE BEDROOM APARTMENTS 124 - TWO BEDROOM APARTMENTS 30 - THREE BEDROOM APARTMENTS 15-TOWNHOUSE 299 TOTAL UNITS 28 ADDITIONAL UNITS PROPOSED WITH FUTURE BUILDING 327 UNITS OVERALL NET DENSITY CALCULATIONS (BASED ON THE ALBEMARLE COUNTY GIS COMPREHENSIVE PLAN MAPS) NEIGHBORHOOD SERVICE CENTER (3-20 UNIT/ACRE) x 5.33 ACRES = 15 UNITS (MIN.) & 106 UNITS (MAX) URBAN DENSITY RESIDENTIAL (6.01 -34 UNITS/ACRE) x 14.95 ACRES = 89 UNITS (MIN.) & 508 UNITS (MAX) PUBLIC & PRIVATE OPEN SPACE AREA (ZERO UNITS/ACRE) = 0 UNITS (MIN. & MAX) OVERALL ALLOWABLE NET DENSITY: 104 UNITS (MIN.) TO 614 UNITS (MAX.) 327 UNITS / 27.31 ACRES = 11.97 DU/AC THE ALLOWABLE USES FOR THIS DEVELOPMENT SHALL BE IN ACCORDANCE WITH SECTION 18-19.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. THE MAXIMUM BUILDING HEIGHT FOR THIS DEVELOPMENT SHALL BE A 3 STORY BUILDING WITH A BUILDING HEIGHT NOT TO EXCEED 45 FEET. FOR EACH STORY THAT BEGINS ABOVE 40 FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15 FEET. 25% X 26.49 AC = 6.62 AC OPEN SPACE PROVIDED: COMMON OPEN SPACE AREA = 7.49 AC (MIN.) OPEN SPACE TO BE DEDICATED TO PUBLIC USE = 1.1 AC ACTIVE RECREATION AREA = 1.0 AC (MIN.) CONSERVATION AREA DEDICATED TO PUBLIC USE = 5.89 AC GREENWAY TO BE DEDICATED TO PUBLIC USE = 0.12 AC TOTAL OPEN SPACE PROVIDED = 15.6 AC MIN (58.99%) OPEN SPACE CALCULATION: 26.49 AC - (CONSERV. AREA 5.89 AC) - (PARK 1.1 AC) - (GREENWAY 0.12 AC)) X 25% REQUIRED OPEN SPACE = 4.85 AC PROVIDED OPEN SPACE = 7.49 AC (COMMON) + 1.0 AC (ACTIVE) = 8.5 AC ACCESS: THE PROJECT CURRENTLY HAS (2) ACCESS POINTS FROM RIO ROAD THAT WILL SERVE AS ACCESS TO THE SITE. THE DEVELOPMENT IS PROPOSING AN INTERCONNECTION TO TMP 61-167A AS SHOWN ON THE APPLICATION PLAN. THERE IS ALSO A PEDESTRIAN AND BICYCLE CONNECTION FROM THE PROPERTY TO THE CITY OF CHARLOTTESVILLE PROPERTY ADJACENT TO THE DEVELOPMENT. FIRE & RESCUE: THE PROJECT SHALL CONFORM WITH ALBEMARLE COUNTY FIRE AND RESCUE REGULATIONS FOR FIRE PROTECTION AND ACCESS TO THE SITE. ALL DRIVE LANES WITHIN THE APARTMENT COMPLEX THAT ARE ADJACENT TO A BUILDING ENVELOPE SHALL BE 26, IN WIDTH FOR FIRE PROTECTION OF THE 3 STORY BUILDINGS. PARKING REQUIRED: PER SECTION 18.4.12 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 1.50 x 130 ONE BEDROOM APT = 195 SPACES 2.00 x 124 TWO BEDROOM APT = 266 SPACES 2.00 x 44 THREE BEDROOM APT = 88 SPACES 2.25 x 15 TOWNHOUSES = 34 SPACES 601 TOTAL SPACES REQUIRED** **A PARKING WAIVER IS BEING PURSUED FOR A REDUCTION IN REQUIRED PARKING SPACES PARKING PROVIDED: 2 x DRIVEWAY SPACES PER (15) TOWNHOUSE = 30 SPACES 1 x TUCK UNDER GARAGE SPACES PER (15) TOWNHOUSE = 15 SPACES 442 REGULAR PARKING SPACES 28 ADA VAN SPACES 17 GARAGE SPACES 532 TOTAL SPACES PROVIDED ADA PARKING REQUIRED: FOR 401 - 500 TOTAL SPACES, 7 ACCESSIBLE SPACES REQUIRED, 2 OF WHICH SHALL BE VAN ACCESSIBLE = 9 TOTAL ADA PARKING PROVIDED: 28 VAN ACCESSIBLE SPACES TRIP GENERATION: PER TRAFFIC REPORT BY RAMEY KEMP ASSOCIATES, DATED MAY 24, 2021, THE TRIP GENERATION POTENTIAL OF THE PROPOSED NEIGHBORHOOD IS AS FOLLOWS: ITE TRIP GENERATION - TYPICAL WEEKDAY - 10TH EDITION LAND USE (ITE LAND USE CODE SIZE AVERAGE DAILY TRAFFIC (VPH) AM PEAK HOUR (VPH) PM PEAK HOUR (VPH) ENTER EXIT ENTER EXIT ENTER EXIT MULTIFAMILY HOUSING (MID -RISE) 328 UNITS 893 893 31 87 85 54 (221) RECREATION SPACE REQUIREMENTS REQUIRED PROVIDED TOT LOTS: 1 TOT LOT FOR THE FIRST 30 UNITS, 1 TOT LOT ACTIVE RECREATION AREA: 1.0 AC FOR EACH ADDITIONAL 50 UNITS = 7 TOT LOTS CLUBHOUSE TOT LOT SIZE: 5,000 SF FITNESS AREA SWIMMING POOL BASKETBALL COURT: ONE-HALF COURT FOR BASKETBALL RECREATION FIELD FOR EACH 100 UNITS = 3 HALF COURTS TRAILHEAD PARK: 1.1 AC HALF BASKET BALL COURT: 2,100 SF GREENWAY TRAIL: 0.65 AC TOTAL AREA REQUIRED: 5,000SF * 7 + 2,100SF * 3 = 41,300SF TOTAL AREA PROVIDED: 1.0 AC + 1.1 AC + 0.65 AC = 2.75 AC = 0.95 AC Original Proffers X Amendment PROFFER STATEMENT ZMA 2019-00008 Project Name: Rio Point (formerly, Parkway Place) Tax Map and Parcel Number(s): 06100-00-00-167CO and 06100-00-00-16700 Owner(s) of Record: Rio Point, LLC, a Virginia limited liability company Date: June 7, 2021 Approximately 27.31 acres to be rezoned from R-4 Residential to PRD - Planned Residential Development Rio Point, LLC is the sole owner (the "Owner") of Tax Map and Parcel Numbers 06100-00-00- 167C0 and 06100-00-00-16700 (the "Property"), which is the subject of rezoning application ZMA 2019-00008, a project known as "Rio Point " (the "Project"). The Rezoning Application Plan for Rio Point Development, prepared by The Timmons Group, comprised of a cover sheet (Sheet 0), the Site Layout Plan (Sheet 1), Notes (Sheet 2 ), Grading Plan (Sheet 3), and Frontage Improvements (Sheet 4), dated April 2, 2021, last revised June 4, 2021 is referred to herein as the "Application Plan". Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are reasonable: 1. Road Improvements: (a) Upon written request by Albemarle County, Owner shall dedicate approximately 0.82 acres of land ("Dedicated Area") for the future John Warner Parkway and Rio Road Roundabout, road frontage improvements, and shared use pathways, as shown on the Application Plan. The Dedicated Area shall be dedicated within ninety (90) days of the request by Albemarle County. The Owner shall bear the costs of preparing the subdivision plat necessary for the dedication of the Dedicated Area to Albemarle County. The Owner shall provide a general warranty of title in the deed conveying the Dedicated Area. (b) Upon written request of Albemarle County, but no [sooner] [later7] than five (5) years of the approval of ZMA 2019-00008, the Owner shall make a the cash contribution toward the future John Warner Parkway and Rio Road Roundabout 12843883-1, 121567-00004-0311 ;2843883-1, 121567-00004-031 constructed in coordination with, and shall be approved by, the appropriate County authority and shall incorporate a shelter, a rest bench, pedestrian access, and signage all in accordance with minimum standards consistent with similar existing public transit stops located within the County. The Transit Stop shall be installed and completed concurrently with the Rio Road Improvements. If any portion of the Transit Stop is located on the Property, the Owner shall dedicate it to public use or grant an easement as necessary to allow for the public access and usage of the Transit Stop. (b) Notwithstanding the provisions of subparagraph (a), following approval of ZMA 2019-00008, should the County prefer that a transit stop be constructed in the location of the current bus stop on City -owned property (Tax Map 06100-00-00-16900) on the north side of Rio Road East, or (b) should the County elect to receive funds for constructing the Transit Stop in lieu of the Owner's construction of the Transit Stop, the County shall notify the Owner in writing of the election to receive a cash contribution in lieu of the Transit Stop, and the Owner shall contribute Twenty Thousand Dollars ($20,000.00) to the County's Capital Improvement Program (CIP) as a cash contribution for construction of the Transit Stop in either location. The Owner shall make the cash contribution within sixty (60) days from written request of the County. [THE REMAINDER OF THIS PAGE IS INTENTIONALLY BLANK.] 12843883-1. 121567-00004-03t 12943883-1, 121567-00004.0313 improvements. Within ninety (90) days of receipt of the County's request, the Owner shall contribute to the County's Capital Improvement Program (CIP) fund Seven Hundred and Fifty Thousand Dollars ($750,000.00) as a cash contribution toward such improvements. (c) Owner shall design and construct certain road improvements along Rio Road, including turn lanes, as shown on Sheet 4 of the Application Plan (the "Proposed Road Improvements"). The Proposed Road Improvements are conceptual and are subject to change based on County and VDOT recommendations. The Owner shall substantially complete the construction of the road improvements along Rio Road in accordance with final road plans approved by County (the "Rio Road Improvements") prior to issuance of the first certificate of occupancy for the Project. The Rio Road Improvements shall be deemed "substantially complete" by one or more of the following methods, whichever occurs first: (i) the Albemarle County Engineer or its designee determines them to be complete; (ii) they are constructed and inspected and the VDOT construction bond is released, or (iii) a VDOT official otherwise confirms that they are substantially complete. Trailhead Park. (a) The Owner shall construct amenities in the trailhead park within the "Open Space, +/- 1.1 Acres," as noted on sheet 1 of the Application Plan and as approved by the County Parks and Recreation Department (the "Trailhead Park"). The Owner shall substantially complete the Trailhead Park amenities, (to consist of a minimum of 12 parking spaces, benches, trail connections, landscaping, public art and a gazebo or other small structure), prior to issuance of the first certificate of occupancy. (b) Upon written request by the County, the Owner shall dedicate to the County by special warranty deed of fee simple title or grant of perpetual easement, whichever is preferred by the County, for no consideration, the approximately I.1-acre Trailhead Park, as shown on the Application Plan. Upon dedication, maintenance of the Trailhead Park will be the responsibility of the County (unless the County conveys its interest in the Trailhead Park to the City of Charlottesville, in which case the City shall maintain it). The Owner shall provide and maintain the public access easement to the Trailhead Park as shown on the Application Plan. The Owner must make the necessary subdivision application for dedication within ninety (90) days of receipt of the County's request and shall complete the dedication within thirty (30) days of receipt of final subdivision approval. 3. Transit Stop. (a) The Owner shall construct a public transit stop (the "Transit Stop") on the Property along the frontage of Rio Road East. The Transit Stop shall be designed and 12843883-1, 121567-00004-0312 [2843883-1. 121567-00004-03; Signature Page for Proffer Statement for Rio Point, ZMA 2019-00008 TMPs06100-00-00-167CO and 06100-00-00-16700 OWNER: RIO POINT, LLC A Virginia limited liability company By: Manager t2843883-1, 121567-00004-031 12843883-1, 121567-00004-03:4 t pl ri,QP Q CRAIG W. J. KOTARSKI Lie. No. 0402048507 M E 0 0 U N V N C a 0 > E w a? E �. I- w Nv 3 a LL 3 0 LL 2 W 0 p y M L M a .J U 00 W J -L'i > o rn W N N v z B Qx d i nU vN = U > N a . C� o a' N M d� W J t7 >r a DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE > Z z_J J I--q< O w c� LL m Q Z 00}o LL Z ww � L 1_ L JOB NO. 46883 SHEET NO. C0.1 LEGEND ROADS SEWER TRAFFIC STOP BAR ® C� -0 EXISTING SANITARY SEWER m STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. (D-SAN-0--@ PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL 0 CURB & GUTTER WATER DRY CURB & GUTTER EXISTING WATER LINE PROPOSED PAVEMENT g• yy PROPOSED WATER LINE 71 PAVED DITCH (8 g• yy PROPOSED VALVE - JUTE MESH DITCH --{-Z! g• yy PROPOSED TAPPING SLEEVE CENTERLINE OF DITCH PROPOSED FIRE HYDRANT (COMPLETE) L p Y BENCH MARK GRADING . �. CLEARING LIMITS R-1 VDOT STANDARD STOP SIGN TC = TOP OF CURB BC = BACK OF CURB - - 200 - -- EXISTING CONTOUR EP = EDGE OF PAVEMENT TW = TOP OF WALL 200 PROPOSED CONTOUR BW = BOTTOM OF WALL TS = TOP OF STAIRS +240.5 EXISTING SPOT ELEVATION BS = BOTTOM OF STAIRS `TC 240.5 PROPOSED SPOT ELEVATION N/A = NOT APPLICABLE TO THIS PROJECT 0 CRITICAL SLOPES El PARKING COUNT JUNE 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAINS . THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT ACBID DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER, AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/1 OOSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE (PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES) AND WITHIN ALL NEW STRUCTURES SHALL COMPLY VVITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI At 17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 35. ACCESSIBLE PARKING SPACES ACCESS ISLES AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ]CC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 37. 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 VDOU FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). Albemarle County Engineering Final Plan General Notes Pagel of4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe Installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). pj r Ll Q CRAIG W. J. KOTARSKI Lie. No. 0402048507 �, 02-07-22,,Q�; M E 0 0 0 N V N C > E w a' E Z H „U T Q LL 3 WU. 0 ^y < W L ¢ j U00oo W J -Lri > o NM (A N v z y �x �_< Un= vN = U > N ¢ . 0 ri N M d� OJ J am O oc t7 N Z 0 f DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE J LLj a I- D2:w w m < Q 06 00U) W o Z JOB NO. 46883 SHEET NO. C1.0 L 2" R pS T'LI / d CONIC CURB AND GUTTER CLASS 3A, ° (Po=3,000 PSI) CONCRETE CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR �IF / 6" IMBEDDED 24' IN GROUND HANDICAP SIGN VA. SIGN FOR THE DISABLED ON 0.80 GAUGE / 2.0" ASPHALTIC CONCRETE SURFACE LOCATION (VAN) HANDICAP SIGN ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, CRAIGW. J. KOTARSKI� Lie. No. 0402048507 02-07-22 13" '^ ° 4 COURSE - SM-9.5A LOCATION (TYP.) WHITE BACKGROUND. °a. ° a ° 7" d 3.0" INTERMEDIATE BASE COURSE - BM25.0 COMPACTED / a ' a P: ° o 0 0 0 RESERV® RESERVED SIGN a' Q \ SUBGRADE*"6 0 0 0 EOP FACE OF PARKNG PARKNG STD. U POST d a 8" TYPE 21-B AGGREGATE SUBBASE COURSE CURBPAINTED GALVANIZED CONTINUE 21B STONE 2%p MAX. 18' 18' PER4" M 4 BASE FROM ADJACEN \\/\\\/\\/\�\/\/\\\/\\\//\\/i\�\ 4" VDOT w g PAVEMENT SECTION SPEC.PAINTED\ �\ �\ �\ �\ �\ �\ �\ �\ UNDER CURB COMPACTED SUBGRADE STRIPE > E r-o" (TYPICAL) RKTY PBIALTY DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS 8' 5' 8' 8' 8' 9 TYPICAL VAN $W-55 RE tl(ID S5f10FIE TOWAWAYZOIE TCiWAWAYZOIE 6' _ _" w v 3 VDOT STANDARD CG—G CURB I GUTTER F ACCESSIBLE ACCESSIBLE HANDICAP SPACES REGULAR SPACE T yqN POST TO BE DRIVEN ¢ LL w 2 3 O o '; Q m u No Scale ib z 6' ABOVE ACCES�IE 6' ABOVE w J — In O NYLOPLAST DRAIN BASIN WITH DOME GRATE FINISHED FINISHED d > S O (1. z)NTEcruTED DucraE RW GRADE GRADE in LU a) M d HEAVY DUTY ASPHALT PAVEMENT SECTION TYPICAL PARKING SPACE DETAILS \` GIUTETp MATCH BA6INDD. � o ll a SPACES SHALL BE IDENTIFIED BY ABOVE GRADE o a o No Scale No Scale SIGNS AS RESERVED FOR PHYSICALLY U) x v ry z O- R-- DISABLED PERSONS. PROVIDE ONE (1) R-7-8 ¢ SIGN AT EACH PARKING SPACE INDICATED ON I I I_I I I _I I I_I I I —_III Ln o a,DEP MINIMUMPIPEEURAL HPERPIPE AI ADAP ERANiEsvARIA&E 1 CONTROL JOINT SPACED SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED v K MANUFACTURER D°-860'ACCORDINGTOPLPNs (3) VARIABLE INVERTHEEG-MS RECOMMENDATION AVAIUBLE(ACCORDINGTO NON -SLIP BROOM FINISH ., AT WIDTH OF WALK (MAXIMUM) I Ip WHITE) WITH GREEN LETTERS AND M d v (MIN.MMJFACTURING PIANSRAKEOFF) flEp. SAME AS MIN. SDMP) Fx^ . ` EXPANSION JOINT AT MAX INTERNATIONAL WHEELCHAIR SYMBOL. SIGN GO J S I OF 30', WITH PREMOLDED SHALL BE PLACED ON STEEL POST 1-1/2" O EXPANSION FILLER PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VARIABLE WIDTH' CONIC. WALK ui (3)VAAIABLESUPDEPTH `'NN. MAX. CROSS SLOPE 2% =O (6'MW ONBIze,1171 oN x° (4) VARQUSTYPESOFINUT&OUT.ETAOAFfERS 4'MIN ON A-24' BASED ON MMUFACTRURING REOI 2 AVAILABLE 4'-30'FORCORRUGAIFDHDPE 8'INONV (AO$N-1211WNCORMALWALLADSHANCIXI SINGLE WALLI,N-12 HP, P/CSfl4ER(EII:GDR 35), < .. \ \ \ \ a ��/,\��\� y Pro DWY(oc; serl4o�'wc�Rs'� CORRUGATED& FIBBED PVC .. ° .. , ., •`. ; a`° ADA PARKING SIGNS SIGN AND POST DETAIL �j ^ No Scale No Scale WED HOPEMJOEM GRANULKFILLNARERIMEETING E REGAREMENNE OR OTHER (CORRUGATED HOPE SHOWN) CLASS LANUWRMATFRML MEETING THE RE DEFINED IN MB OF CLASS AM 0 0 0 0 0 0 0 SENDING FOR SURFACE SHALL REDOING 8 BACKFILL FOR SURFACE DRAINAGE INLETS 9HAL BE PucEDacoMPACTEDUNIFORMLnNACCORDANCE Will ASTMDxa21. 4' 3,000 PSI AIR-ENTRAINEDCONCRETE w /COMPACTED ��/���i�������������/�����> GR,DE R-8'fl1V 00ME GR4lCi FIrCMOiNEDR.W fl^8N8W11N 1HEIIff SUBGRADE 4" TYPE 21B STONE COVER COMPACTED SUBGRADE 4" 21-B STONE SAWCUT THROUGH a MATCH EX. CROSS NOTE: PROPOSED J SURFACE w PAVEMENT MUST TIE SLOPE UNLESS OTHERWISE 0 z I�-I CONCRETE SIDEWALK JOINT DETAIL DATE aFIWBOXIAUNT.BBEC ROMBANINGxo.iWl-n0.W5. UTFNM B+wvDIDxAANE B-DRAMM.EWTO eEcusroMMMUFMrvREDAawDWcroww TXISPRM0ML1ASESSVWERMATrfR1NMHILN DRAMNer FBc "RESUME CO X COURSE w SPECIFIED ON PLANS SEE UEMW EDFORM91Fd 0YExerouErosm4Pwc mWIA5i n0.5FRWRIEFAPYRxMi$. MEF£LEIPF PIURF OI9.b3B�+E MADERESTRICTIONS IIES1AICilONS. SEE DPAVMNGNO.TMI-IIL.�. ORPOSSEBSIDN OF THIS PRINTCCESNOrCIHfER WEE q]S10 ( I IN WITH EXISTING w &REMOVE 02 07 2022 No Scale 4-pUwILFLONNEGRENSTUBADETT0TNESSRHAULCONFORMTH TRANSFERORULEYETHE USE OFTHEDE1 OR NY10 •dst F., SM. 0.41M Cn1]FCRcaaxuG4rEOxDF£(PL$x.1PMOHWROUALwnlll, TECH ICu INFORMATION snOWNHEREw RBVIFEMEY wx FRQI%'FxD.M.VE I—RDNPMMu..mn NEZEll EESEWER(<"�24'. REVROOULTIONOFTRIISPRIurWANYINFORIMTRI s-ADf➢I MMB,EMMNTMONM'YMGMMTOW..TODFERMINE CCNTAINEDFERFIx, ORWNUFACTURFOF Y RATE p11AX 111LE BX."x BAexwRx BOYEGRATE MINIMUM NI('AE BETWEfNAOMIER88EE0MMNGN]NJI-t1D012 M71CLEHERUROµ FORTHEDIECLOSUREMMEM pxCKBPELIXeTAL1AMN CETNL ISFORBmON BvsPECVIC WRmEx y ^ ,, " DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS PAVEMENT 2' MIN. PAVEMENT PROPOSED I SURFACE TOP OF CURB 4" R=z" DRAWN BY *THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" S-8' BL°DpAEGRSTEsxIVExoLQW MnxG. FERA,SS,IXI FRCMNYLCFlATT. '„,�„„' PNBaRE " 'LINE 'HB MEET 'GF+ DWB W. RM,.,10.]BR REV D FROM NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. THE COLOR OF ALL FLATWORK SHALL BE UVA CANVAS" \\\ \\\ u 2" * COURSE EXISTING R. VAN NIEKER DESIGNED BY 6" 6" NYLOPLAST DRAIN BASIN WITH STANDARD GRATE a DEPTH)OR INCREASED AS MUCH PAVEMENT • J. DENKO CONCRETE SIDEWALK PAVEMENT SECTION /\/\/ • AS 3" (21" DEPTH) IN No Scale CHECKED BY ",2) INTEGRATED MOLE IRON FRAME a GATE TO MATCH WIN O.D. \\\\ ° SURFACE ORDER THAT THE MILL EX. SURFACE COURSE BASE COURSE • 1S• MIN WIDTH GUIDELINE c d ,n. VDOT A-3 CONCRETE BASE BOTTOM L THE CURB WILL COINCIDE SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE • • C. KOTARSKI e•MxTx1CKNE93WIDFllNE MENIMUM FIPEMNBAL 2.0' BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A \/\/\ \\ \\ CONTINUE z1B STONE ° BASE FROM ADJACENT WITH THE TOP OF A COURSE OF THE PAVEMENT • • SCALE PAVEMENT REPLACEMENT JOINT DETAIL No Scale pSpU PIE PIPE (3) VARIABLE IN HElans AVAILABLE (M:CORDINGTO RECOMMENDATION PAVEMENT SECTION UNDER CURB SUBSTRUCTURE. PLMSRAKEOFF) 1141WMANUFACTURNG IA MARTIN, (6, 1E TRAFFlC LOADS: CONCRETE SLAB DIMENSIONSARE FOR REa SAME AS MIN.suMP) MGIES GUIDELINE PURPOSES ONLY. ACTUALCONCRETESIABMUSTBE P P 8" TYPE 21 B AGGREGATE BASE COURSE OTHERWISE, THE vARIMLEB•aN• DESIGNED TAKING INTO CONSIDERATION LOCAL SOME CONDITIONS, ACCORDINGTO MAFFICLOADING, aOTHERAPPLICAME DESIGN FACTORS. UB BASES DETH IS TO BE 18" AS • HAxs SEE pRAW1NG N0. ROOt-I1Ut,1 FORNON TRAFFIC INSTALLATION. SHOWN. � COMPACTED SUBGRADE -� �� I SIGNAGE NOTES: I') VARIABLE SUP DEPTH ACCORONGroPII (8'MIN.ONB'-N',1P MIN.ON 30" W 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH VDOT STANDARD CG-2 CURB (41 VARQUSTYPESOFRLET6WILETADAPTERS{•P'i q•MINONB'-2q' BAYED ON MANUFACNRING REpI AVAILABLE:4•-30'FatCORRu&ATEDHDPE ' F 8'MIN ON 9P — — THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY No Scale (ADS OR DUAL WALL ACGRHMCOR ANC u, Rlz HP, PMc sEWERKFXs0436). SINGLE WALL, — — — — — — — — — — DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS REVISION THERE TO: am "D COTEoC905. RRUGAAED&ASM — A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. WATERTIGITJdM MEBACKFIUMATERIAL SHALLRECRUSHED STONEOROTHER B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC (WRRUGATED HOPE SHOWN) GRANULAR MATERIAL MEETING ME REQUIREMENTS OF CUSS I, EXISTING PAVEMENT PROPOSED PAVEMENT CONTROL DEVICES. CLASS 11 OR CLASS III MATERIAL AS DEFINED IN ASTIM DI SURFACE DRACORDSVICEWI HA BE BIDDING COMPACTED PLACED aDDMPACLEDDNIFDRMLYINACCDRDANGEWTHA6TMD2G2,. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE LIGHT DUTY ASPHALT PAVEMENT SECTION a SPECIFICATIONS. 1-E- fW STANDARD GRATES BHMLBEDULTIIEIRG� PER M,MAEM �• SAWCUT THROUGH a MATCH EX. CROSS j EX. SURFACE W SLOPE UNLESS OTHERWISE D. THE 2000 INTERNATIONAL FIRE CODE. No Scale SSNAULBEDULTKEI PERAFT4 M 0�PE BAax fS IPSFMDMDGRATEB FTDIRECT.YCNTODRAINBASINSWITHME S-DM WNTOMMCWTTOM"UFF"ACNTGN"°m'A°cc'MINGTOwm DETAILS. RISERSMENEEDEDFORaslxsoNrRM•DUEMSH"ING COURSE x W W SPECIFIED ON PLANS & REMOVE 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER EXPANSION JOINT WITH RESTRICTIONS. SEE ORAWINGxO. RNR ID'AS TISPRIxTDISGASESSUBJECTMATrERINMHIOI RAMN" SO NATN6LL B+m VFROXAANE 4-RUNMEcoxxEalwsrua.DNTTKNRCdSSHMLGONFORATI WUOF rHMPROHPI RYRBSRTUTHFRF.FT BUBOAR SOM, PREMOLDED EXPANSION 1/4" SEALANT PAVEMENT PROPOSED CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN A4TMDS213FORCgiGHS"U' HOPE(MISNIMWIWRRIMWMI.,� OR POSSESSION OF THISMINTDOESNOTCLHfER, RATE 1-]Bq l RIM(RNIMi]W 2' MIN. N.,IHRB WC BEWER(<.N,. TRANSFER.ORIICENSETHE USE OFTHEDEIGN DR N 10 aSt `A[(RRMMiMBN s. ADAPTERS CANBEMOUNTEDONMYMGIETTORY TODERERMINE TECHNICAL INFORMATION SHORN HEREIN BBWBFDBr wH RRQI&.FxoAIAxE � '/wx'MIBPMAufmn FILLER, „ZIP STRIP" OR NON SLIP BROOM FINISH SURFACE NOTE 1 ABOVE. MwIMUMANGARDFNUTE.5FLE .1ETFFCPAWTNRAFNHGNO RI-+IBOa RERRWUCTIgi EN ORPRwTORPRr1xPpLMTR1 TFAE B12'-yJ STANCNWfi1G1R$XALLMEEi H�fBLLWD MTMG. CCNTAINEO FEREIN, ORMWUFACTUREC£MIY �� �IAX pRAINBAMX WIlX MM9ARD4RAlE EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 2" * COURSE RONL0 YD'SrMDMDGMTESAREEMD wRwM WmIFRJC.inKNS SFARTORBI DEN, EIT BY ARMED R EDLCBUREroaFXERs alcxsPEclx9TALUTxMI LEiML ONLr;xoCCNCRErE WDORxEEDfD FORUGXTd11YRATxG IPBRMS FORBIDDEN, FROM HOPUNIM MICNRInEx RERMISSIgY FRgA mCRA$E IMMYf RLYBIiE A' SCALE +� MEET +UR+ ONE NO. RM4110.1M qEV M (� SILICONE SEALANT 2+' 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND � a 10" 3,000 PSI AIR ENTRAINED °A.. EXISTING PAVEMENT INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. It < S' as B,ws a W. c-c TYP. a6 gµ3 a 1V C-C TYP. ° . e 4 nA PORTLAND A I I I I I I ^ B I T B TT CEMENT CONCRETE 6" TYPE 21A STONE COVER MILL EX. SURFACE COURSE BASE COURSE EDGE OF PAVEMENT AGGR. BASE SOLID WHITE LINE 24" }r(TYP) STOP Lu Z L ~� J uJ ' I I I I I 30" dAMETER. J •+ J �� /\\ .\ �\ /\ �. �� COMPACTED SUBGRADE T w 0 :: �1 T I (CBR 11.2) i ^ a LL 06 TT NOTE: PROPOSED PAVEMENT MUST TIE 12' w I . TT I T TT-7r TTT-... DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS IN WITH EXISTING PAVEMENT STD. (VARIES) O Q (n R1-1 LI J NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL ~ z ~ O HEAVY DUTY CONCRETE SECTION PAVEMENT REPLACEMENT JOINT DETAIL STRUCTURE SIZE MID PLAN PLAN U No Scale No Scale WALL THICKNESS VARIES HIGH INTENSITY SHEETING NO SCALE Z m - LASS M CONCRETE CLASS AT CONCRETE ,�' SECTION A -A �� SECTION B-B �10, Tl 16IIL. -•�-•---•�--- -- ! !—I I, METAL INSPECTION FRAME W SOLID LID EXIST GRADE � (NEENAH R-1975 OR EQUIVALENT) SOLID WHITE LINE ,. THE HE DRAIN SAFETYUM SLAB SHEET IS TO BE USED ONLY WHEN SPECIFIED FO IN THE PLANS THE DRAINAGE DESCRIPTION. FOR MAWIOLES, THE DRAINAGE SUMMARY SHEET AND/WITH 11 _—� III III III _ I_I - -_ III - - - - - - - - L III J.CONCRETE COLLAR H JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 14 FEET, THE SPACING OF JU ADJACENT SAFETY SLABS SHALL T BE B'U U WITHE.S NO SAFETY SLAB LOCATED WITHIN 6 FEET E M THE TOP OR BOTTOM OF THE STRUCTURE. SLEETY SLABS SHILL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. III -- - -_ - 1= -III-I -I i-III- -III- - - - -1 -i- —III—III—III—III—II1=1II—� I -II ffilll�CRUSHED STONE BEDDING 6' 2, THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS A ACCESS OPEMIRGS MC TO BE STAGGERED FROM ONE SIDE AC STRUCTURE TO THE OTMR WHERE MPLK;ABLE. STEPS ME TO BE STAGGERED ACCORDINGLY. - a5 BARS a 8" C-C TYP. PRECAST. CAST-N-PLACE CONCRETE TO BE 4. SAFETY SLAB MAY BE CASTASTCON -III-III-III-III-"' - -E-1T-- 2" ASPHALT 6" COMPACTED VDOT 6" DI CLEANOUT ET SCLASSTEEL A3 BE IN PSI). PRECAST CONCRETE IS TO BEM (4000 PSI). REINFORCING ' ' . ' STEEL TO BE IN ACCORDANCE WITH AASHTO M31. .�•. • ' A - #21 B STONE BASE 2' 2' B. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULIR (STRUCTURE WIDTH BY COMPACTED PLUG AT END (TYP.) (TYP.) W' LONG). SUBGRADE - 95% S.P.D. OF LINE TYPICAL PRECAST UNIT �� TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPECIFICATION 3DP CLASS A — TYPE 2 LOW MAINTENANCE SHARED USE PATH STRIPING AND SIGNAGE DETAIL ROAD AND BRIDGE STANDARDS MANHOLES AND JUNCTION BOXES CLEANOUT DETAIL SLEET, OF 1 VISON REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION No Scale — 10B,x No Scale No Scale JOB NO. 46883 SHEET NO. C 1.1 ER 0 n m O TO N a 2 c L N a c KD r 6 `0 0 0 3 c as o O -z 00 c � F m "- a c m ro D O O Z Z m O d o F- o t. S 1 0 O '§ 6 DD c MR Y ur � X D N 0 N 2 £ 2 Iu 0 0 M U 0 a ID o � a c �a 10 a o N oom ro .- LM 2 2 KD FD M 0 c U Ol n0 MR N c E F_ L 4" DIAMETEF AND VALVE IV/_111�:7 1\LJII\/111Y1V VVIIYI ,,, IMI.VJ ON-LINE (TYPE "B") PLUG 8"MIN EMBEDMENT SPRING LINE O OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6 LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE THREADED COUPLING NOTE BRASS NIPPLE AND PVC PVC SLEEVE o CAP 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE j LUBRICATE ALL THREADS BACKFILLED ENTIRELY WITH NO. 21A STONE. Do 2 FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED THRUST BLOCK METER BOX (SEE FIG. W-7) AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' VALVE OX 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" NO. 57 STONE BEDDING OF NO, 68 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF - GRADE ALLOWS VARIES VARIES 2 BRASS PIPE TYPICAL SEWER PIPE WATER MAIN AND VALVE 2" THREADED TAP INSTALLATION IN TRENCH ARE SAME S17F PLUG DEAD END NTs FIG. S-3 (TYPE ))A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 DI- �• w E%PANSION KEYED FOR DETAILS OF MET JOINT CONST. !Anu..-------------- � .. FA RI' --' idl�Asv hA KEYED COAST. WARPED L-VARIABLE - MAX. 20- OINT 11 GUTTER 2•-6•• B 8" Y-O" 2" APPROACH_ _S A GUTTER a= B S G I 0 BARS F M3" DIAMETER BARS E ({py/�/\\/� I WEEP HOLE FRONT ELEVATION BARS F s" 1•-a•' a•, BARS e F.�I -- (GUTTER REMOVED) "A.. 8„ I� 5X'A" BENT PLATE SECTION B-B TYPE A NOSE DETAIL SHALL BE USED WITH CO-3 8 CG-7 STAND S. tw�t��Ni L2y2"X2�//ANI2"%1/,'TYPE B NOSE DETAL SHALL BE USED WITH CG-2 M CG-6 STADARDS. TYPE A 1G4" STUDD TYPE B TO X 4" STIR SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT 2" AN ANGLE OF 68°30' TO ANGLE IRON AT 2'OC. CONNECTORS AND IS TO BE ANCHORED WITH/t' % 4" STUD SHEAR NOSE DETAILS WELDED TO SENT PLATE AT 2-C-C. 2„ APPR. PAVEMENT DI-3A L-� ,_ DI-38 L DI-3C L - WARPED PAVEMENT H x x - - - - FLOW -- x FLOW I FLOW 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMNETRICAL `VD= SPECFICATIEN ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE SHEET 1 OF 2 REVISION DATE 12" - 30'I PIPEz MAXIMUM DEPTH (H) • 8' z33 ....... CHAD VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SEE STADARDD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTES 1 FRAME 6 COVER THE TOP OF MASONRY IS TO LEFT L SUFFICIENTLY LOW TP PROPER ADJUSTMENT OF COVER AND M OR FRAME TO GRABS THE USE of MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. 302 5T-1 A . DIAMETER=4'-81•+f2 x WALL THICKNESS, _h SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK 45° B I= RR. STEP (NPJ o 6° 0 NOTE, MIN, 60' DIAMETER MANHOLE REQUIRED. MANHOLE PVC CROSS C54' USE APPROVED FLEXIBLE RUBBER Qyl GASKETED STOP COUPLING 27' >-- PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY _i 90' RESTRAINED BEND E .A ". , 4-•�.."// • .A MAIN � SEWER •�451 a .p,<''• 4 .a. 4" PIPE PLAN PROFILE MIN, 6' BEDDING WITH NO. 66 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3, VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERTAS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. S, DROP CONNECTION DISCHARGE FITTING SHALLBE ORIENTED AT45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION IS-1 N.T.S. FIG. S-1-C2 HALF SECTION A -A !WITH FRAME AND COVER REMOVED, 'I.knp4, BRICK CONCRETE %=. NOTES L QUANTITES SHOWN ME FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS DU. YMDS 4 0.5 0.]85 1.437 5 OJ 0.795 1.898 6 0.9 0.785 1.961 7 1.D 0.785 2.223 8 1.2 0.785 7485 9 1.4 0.785 2.747 D LB 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 75 3.1 0.970 4.903 18 3.4 0.970 5.265 1.173 6.032 INCREMENT 1 0.45 0.582 OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED N COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. TRANSITION BETWEEN 4. MATERALS MAY BE BRICK, CONCRETE OR PURE DIAMETERS WHEN APPROVED CONCRETE MANHOLE BLOCK. DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. S. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAE IS TO BEE5" OTHER THICKNESSES ME TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. BALL CONCRETE TO BE CLASS AT. NOMS1 SHAPING OF MANHOLE AND INLET INVERTS W ACCORDANCE WITH 7. WHEN SPECFIED ON PLANS THE THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED AVERT IS TO BE SIPPED N ON PLANS OR WHERE INVERT OF PPE IS MOVE AVERT OF ACCORDANCE WITH STMDMD IS-1. STRUCTURE. THE COST OF FURNISHING AND PLACING t ALL MATERIALS INCIDENTAL TO THE MANGLE OR DROP MET IS TO BE FORMED AND CONSTRUCTED SHAPNG IS TO BE INCLINED IN THE BD IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. PRICE FOR THE STRUCTURE. THE AVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE NIX CONFORMING TO CLASS M OR CLASS Cl. EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. - SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES - 10't-`-• 10'� 5 - WATER SEWER 3 K £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM XR SEE PART 3, PARAGRAPH DI SEPARATION DF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER DR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS VARIES NTS FIG. W-1 VE BOX TO METER BOX (SEE FIG. W-I THRU W-7E). F- 119I I 11 VARIES 2" COPPER M.J. FITTING VATER MAIN 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 MAIN WITH XN4"TEE. • REFER TO FIG.W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. '• USE 2500 P.S.I. CONCRETE. v- SLOPE TO GRAN TO WVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO ORAN TO INVERT OF OUTLET PIPE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, I I I I `v�T SHAALLLL BEN E CONCRETE SMOOTH B0Y11 AECONCRETE NS OF HAND ROWEELLLINTHE G SURFACE MANHOLE FOR 12 - 48 PIPE CULVERTS ROAD MD BRIDGE STMDAROS OF THE COARSE AGGREGATE SHALL REMAN EXPOSED, VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 DETAILS OF WVERT SHAPING AS SHOWN HEREON ME FOR EXAMPLE -- ° PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED D8.01 INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ` SPECIFICATI ROAD AND BRIDGE sTANDM05 STANDARD METHOD OF SHAPING REFERENC SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS D6.08 I VIRGINIA DEPARTMENT OF TRANSPORTATION I 302 LARGE METER SERVICE LINE NTS FIG. W-6C GALVANIZED STEEL STEP SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTON SHALL BE 2% �Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. _77 MAIN SALT TREATED FINISHED GROUND 2 x 4 MARKER PL SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN (270� 18"-22 VALVE JBOX 7 CU. FT I/lr #68 S70NE-� GATE •' VALVE B„ X 61, TEE 2500 P.S.I. CONCRETE BASE AND THRUST "r ) BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR W WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL ST-1 #4 GRADE 60, REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL #4 REINFORCING ROD CAL SECTION N ALL STRUCTURES WITH A DEPTH OF OTHERWISE NOTED ON THE PLANS. E 4%2" FROM INSIDE FACE OF BE 16" C-C. MINIMUM FORCE OF 300 POUNDS WHEN FACE OF THE SUPPORT. A.LY ALAND KNED AUNIFORMAY SPACED FOR THE ENTIRE DEPTH �OF ANY STRUCTURE. N PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. #F MIN" OF 3" EMBEDMENT STEPS DIFFERING IN ONENSIONS, CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PRO THEY MEET THE MINIMUM REGUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETALS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM B221, ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED N MASONRY SHALL BE UNFORMLY COATED WITH A BITUMIMOUS, SOLVENT TYPE ASBESTOS FLLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC-C-00498A TEP STANDARD STEP VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STADARDS REVISION DATE SHEET 1 OF 1 06.09 N. T. S. FIG. W-4 WATER PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE - ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE LINE 2500 P.S.I. CONCRETE b a 2'x 2' BEARING AREA. THRUST BLOCK d 4 NOTE IN REMOTE AREAS, VA_VE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 LE" 373'8' 2' 3'1' 510' 5' MIN. 10' 4' 5' MIN. 12' MIN. 6, GREA4' TER THAN PROPOSALS WILL BE SUBMITTED, II B I DOOR HINGES ----- - - - - -----� I2L.I I I I I I I I I I I I I I I LIFT HANDLE L- - - - - - - - - - - - - - - - TYPICAL METER VAULT N.T.S. FIG, W-7A SIDE VIEW y t -; pS 1 i�p Q CRAIG W. J. KOTARSKI Lie. No. 0402048507 -t,, 02-07-22,,,Q�; DT E 0 o, o N Vi N C > E v E w ..: H 3 MV4 3 ¢ a oi 0M• �C Du 0 D H ll� W L M ¢ j UGD z Lu J4 .- ut O N d (A N v �g: o J) Q w U.) c N >N z O =v ui in N i M w d� W J z 0 LD cD 0 x 0 w w LU U 0 z 0 DATE o > 0210712022 0 0 DRAWN BY R. VAN NIEKER DESIGNED BY • • J. DENKO • CHECKED BY C. KOTARSKI • • SCALE 75' DIAMETER DRILLED IDLE FOR TOUCH READ INITS, TOP VIEW 0 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36' 4ATCH NLUMINUM ACCESS Q ` ^ > J 11 Q O L w w Q m 0,,,,,,6 LL Q ui O,�/ o O Z JOB NO. IIIIIIIIIIIIIIIIIIIN 46883 SHEET NO. C1.2 0 c a i c L 2016 ROAD & BRIDGE STANDARDS CG-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS OF SECTION 504 OF THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING SURFACE. DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS APPROVED PRODUCT LIST NUMBER 72. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1%". 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 6. CURB RAMPS ARE REQUIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF THE CURB RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP LANDING FLOOR. S. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH THE BACK OF CURB. 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE y A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. SEE CG-12-INS PAGES 204.06 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. SIDEWALK RAMP 12:1 MAX 481 MAX 4' 10:1 MAX TYPE A PERPENDICULAR W ya i 5'MIN P 12� 12 1 MAX TYPE B PARALLEL t 1 12:1 MA—�9 X * f\` AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. A•AaN -:e v6 �, AT E , 2" HIGHER THAN EDGE OF PAVEMENT AT XX , SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME .1-2.4" C-C o I 0 0 0 0 0 z L O O O O 0 O O O O O O O - O O O O O O O O O O O O LANDING RAMP u 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv 'v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 to 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 507-65'/. OF BASE DIAMETER 0 0 0 0 00 0 0 0000000 TOP DIAMETER :AT CTABLE WARNING o BACK OF CURB L 0.9"-1.4" I _ VARIABLE FILL WIDTH OF RAMP FLOOR _ SEE NOTE 11. BASE DIAMETER r PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVDCIT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 502 20401 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 9n4r. PnAn R PPinr F- QTANInAPn(Z ORANGE PVC TUBE PLACED OVER STEEL PIPE 8" DIAMETER STEEL PIPE FILLED WITH CONCRETE PAVEMENT 2'-0" DIAMETER CONIC. FOOTING PIPE BOLLARD DETAIL No Scale Foce or Curb Invert Une 61 r� r R-/.5to R-/25' BguaI a gam or aio an raw/ �/ Y v a /om o ou mam o a O l /KM1•5 /5 Ina/NOl/YO. n c 2' on o E FIGURE 5 — CURB AND GUTTER DETAILS' The following notes apply to CG-6, CG-7 and Rolltop curb: 1. Curb and gutter may be precast of Class A4 hydraulic cement concrete or cast in place using Class A3 hydraulic cement concrete. 2. When used with stabilized, open -graded drainage layers, the bottom of the curb and gutter shall be constructed parallel to the slope of the sub -base courses and to the depth of the pavement but not less than the thickness shown. ROLL TOP CURB No Scale W Slope break for drainage. if refill ao tMoinline U fliiDOneIJoint Edge of Pavement Driveway Entrance Warp Transition Roll top curb Part Plan of Entrance Transition FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL cc-1z A •5 DOWELS, 8" LONG AT 12" C-C , _.. L fV RAMP / (SEE TABLE) A LT/RANSITION GUTTER PAN SLOPE TO 20:1 THROUGH RAMP LENGTH BACK OF CURB PERMISSIBLE CONSTRUCTION JOINT B ll MAX ,a (SEE 21- MI"' SECTION A -A DETECTABLE WARNING SURFACE—\ 2016 ROAD & BRIDGE STANDARDS PAN MAXIMUM SLOPE 20:1 SECTION B-B NOTES: 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET I OF 5. 2. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1AT THE RAMP OPENING. 4. DIAGONAL PLACEMENT IS NOT PERMITTED. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 200O3 04/19 III Return Went, cab profile to match V;iverpr entrance apron atle lW a reef each Ntle of apron obove invert line. airvaeoy Entrance Ipron fw Rolltop curb - Part Section A FIGURE 8 - ROLLTOP CURB ENTRANCE DETAIL SECTION 12:1 MAX. SLOPE LENGTH WITH BUFFER STRIP 5' MIN K4. MIN WITHOUT BUFFER STRIP EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT GROS ILK ONE DIRECTION WITHOUT BUFFER STRIP CROSS' CROSSWIAILK TWO DIRECTIONS SMALLER RADII WITHOUT BUFFER STRIP 'DRY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFF CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION A f F ONE DIRECTION WITH BUFFER STRIP IN V Ia SPECIFICATION REFERENCE 105 502 504 tpiri0 Q CRATG W J. KOTARSKI Lie. No. 0402048507 �, 02-07-22,,Q�; N Z 0 f Z O a_ K U In W 0 Z O W I DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE vJ J z O O2:w w I..L 10 Q C) 06 00 LL `) Z w H� O L JOB NO. 46883 SHEET NO. C1.3 F_ S:\103\46883-Wetsel_Property\DWG\Sheet\CD\46883-103-C2.0-EXIS.dwg I Plotted on 2/7/2022 10:55 AM I by Jessica Danko 1 / / / o 0 0 o J /° o 0 0 i 0 0 0 ° ° o ° o ° ° ° ° ° ° ° ° 0 ° ° o 0 0y / vo0 ° 0° \ 0 00 °° �C) \\\ 00 \\ /\ m0 oOoo 0oo0oOOOo\ \ O0O00000ooOooOoOOOOpOO00 co) 00 00000 \\�Q a'>/ \ °00 00 0 .n fb ° —\ \ \ Om °000 \ °0 0000 Ksm� 0°°0°/ \\ \ OHO \ o00p l Il II�I JI I IIl I 1l I III n I Il l 1 I II /II �lI l 1 IIII Il Il 1I III � lIl 1 II Il /1l1 IIII I� \1l 1II1 II`l I I I/�I1\ l 1I /I �I I ,I / \ 0 0 ° o00°Wco °o ° 0° 00 ° °°° 0 0 0 0 0 o 0 0 0 0 ma0 0 ° 00 _ 0000o \00\ 0000000O�QOpOo° \ 00 \ ° 000 °00\ 0 0 0 00 _n / 0 0 / O N 0 ° ° o ° o0 00 °° o 00c. 0 o o\ 011 \00 0 0 \ 0 )) 0 Cr el ci 0000 0 A0 0 0 00 \ o p q °00 °°% �°O0�°000° / °° 0120 0 \ 0 o o o o o o a4_7 - y \51 I1\ \ \ \ \ ==MEN" mwamwl_ — ` � \ I _\ / _ I \\ ` / /, \ 1 I r \— / � � s �\ ` _ %" � \ I \ " / \ 1 / \1 y tiycn ;% r 'I m \\ m . 1I,II\1I/ I//I I I1 I � IIIII, I IIII /I I I I I I�l\m m m if �N� kk m A 0 o/ YrQ rr nj \ Dn,� �a-m 1 \ \ — — — —— IllI II l ' S It/ //^k/I I I I I I I I I I \ — \\ I \ I I &l I\ I / 'I III\ nrl l\/\ m~/\\Ik( k \1\1 1 WMI N\ \\ \ \ \ \ 1 1 \IllJ \ \ lG)�y Ak I sp . II / / l / / / � \ \ \ \ \ \ \ I \ \ \ Cn i }S` /III 111 m 171 m \ \ \ \ \ \I\ m ° /////////�/ // /'//�// /// I \\ I I III \\ kk \\ \\ \ \ \\I\ \ \ \ \ \ \ 1 I Po kk _ r ,� i dH0 r Q —dHO \ \ / // / ' \ \ — / I � \1 �\\ \ \ \ � ` 1 HO I /�dHOdHO, ' ` Vim+ eIk I Od,4\ 0 i �� ----//—vv \` � \ I � i / / I ' �b1 K/, , III '4 (0 I I l it k 00 I ° III L I I I �1 nHO �1 � I i I III > m M 9 I I I > _j D >c�m DO M z I` THIS DRAWING PREPARED AT THE 1 1 • •• CHARLOTTESVILLE OFFICE 0 n , TIMMONS ROUP• • YOUR VISION ACHIEVED THROUGH OURS. t • 608 Preston Avenue, Suite 200 Charlottesville, VA 22903 �3 00' TEL 434.295.5624 FAX 434.295.8317 www.timmons.com N� n= o RI O POINT N m N O DATE REVISION DESCRIPTION N z COUNTY OF ALBEMARLE, VA ICI D m Om z 2 1 ~F V p z CO o m n o 2 0 m w O m `v'Ii`IL o W z OVERALL EXISTING CONDITIONS PLANNJ z These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. — ----__ SCALE 1"=20' HEET 2.1 ��- _ SHEET C2.2 "� CURB ------ -� SD CURB INLE 0 20' 40' _, \\J( ® REMOVE TREE /_� - - - TOF /- - - - INVIN=419.6E REMOVE STRUCTURES & / _ INV.OUT=419.61 HARDSCAPES /-� - - - _ _ - - - - - / - - - - - \` \I _ \ \ — — _ __________ - c \ /1j111/// / / ! P J viN -- -- ---------- - - - - -- -- -- - '-� _ O/ � —_ l // / 11 ------ -- -- , E _ - - - — f I -SHEET 2 3 /j /I c J SHEET C2.4 SAWCUT PAVEMENT _ /�� I \ / \ \ \ - l SD CURB INLETW/MHD P__----------, / \\ TOP=429.42' \ \ �\ \ INV7N=424..95J1�RCP ___ - - - - - - \ \ SD\CURB INLET W/MHe \ \ INV. OUT=421.92' 15"RCP INV.0--422.80'13:kRCP `\ \ \ Q— /' IN�O�=42�.60' 15"R6P \ \ ` - SHEE C2. =' EE J —Sp INLET W/GRATE \ — INV.OUT=416.�T 18"RC14 \HEET�2.6 J \\ \ / \ TOP-425-46' - - INV.OUT=422.98' 15'RCP- _ _ SD CURS INLET W/MHD PERM. DRIN\ `\ �� �.\ \\ \ \\ \\ \-_ --____ TOP=2tF8.72' \ EASEMENT ` \ \ - - - _ _ / EXC�EPTIOW 13 \ ` \ \ _ _ INV IN=420.85' 15"RC� SEE VDOT PLAN \ \ \ LIMITED/ _ -11dV 0UT=420.72' 15"RCP ACCESS / / \ \ ` \ \ \ \ \ - _ _ - - ' KEY MAP EASEMENT / \ ` \ \ \ \ - - - _ \ — 14 — — — — — — — — — — — — — — PAVED WALK`- \ _- --- ------ - __ - - -- /� ; // PAVED WALK ----- 1 --- -------------- -FLARED---- ' --- --- I > ENU SECTION PERM. DRAIN / / / \ " ' \ \ INV.II>L 435.53' 15"RCP EASENIE T / l ( / \ % -_---/--------- - - - - -- - \ \ \_ \ / SEEVDOTPLAN--------- - - - - -- \ !----'---- ` PROPOSED TEMP. I \ I \ ' ' / ` \ -SLOPE EASEMENT SEE VDOT PLAN I ` \ \ ` \ \ \ - - - - - - - If CENTE'RLWE JK\TRAIL - 1 \ �EE\YDO� PLAN PERM. PARK_ \ \ II - - - - - EASEMENT_ / 1" SEE VDOT PLAN - - _ - - i PERM. PARK— �� EASEMENT \ TM 61-167C '---- _------- _ 1U HELENA OTTILLIA WETSEL ET.ALS--------------------- _ - - - - - - - - - - - - - - - -Lu WB. 173, . 237 \ \ \\\ \ \ \\ 25.926ACRES z TM 61-10i7C - 25.926 ACRES - Q TM61-467 = 1.582ACRES TOTAL ACREAGE = 27.508 ACRES \ AtiBEMARLE COUNTY GIS \ - }� \ \ fILBEMARLE COUNTY G/S - _ \ COITIC\AL SLOPS - I ANA•GED \ \ ` \ ` \ C)RMCAL SLOPES - PIkSERVED fjEMOVE TREES PER THIS PLAN (TYP) < ( - - - - \ \ \ ` I ®2 WALNUT / 4 / / I REMOVE FENCE — — — — — — — — — — /// //' /// , / / / / I 24" CHERRY If RE '/ D / A / / / I / I I I II / / I I I I I / . / / �j // / / / 4, I 1 I I 1 I I I � / //I / I MATCHLNESHEET /2.3 �` , // I , 1 I 1 / I 1 --------------- LEGEND: ' pLTFIO�'�g r Q CRMG W I. KOTARSKI Lie. No. 0402048507 02-07-22, n E 0 N OV N c C > E w ,L E _Z Lu Q V LL o LL O O L M <_j U00 W J —N N N N 7 Z H Y 7 3 x U) _ N = U > Ln H < c '^ o rq N � M OJ J CL O ce t7 w DATE 0210712022 DRAWN BY R. VAN NIEKERld DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' Q z O H Ld CJ G w a z Om06 LL < v ) 00 0 O O V Z VJ X W JOB NO. 46883 SHEET NO. C2.1 EL a m R 0 0 0 s 3 a 9 0 O rr a0 2N 0z a0 02 c T _ EO a c m a0 O w rr z O Z Z m O d m a 0 2 a w c .Z Y h X c 4J O y U �Z m E � � m 06 c Nc 10 a 0 2 o m � U �c h 0 C U N 0.E h w L F E L MHD � � SCALE 1"=20' SHEET C2.1 \ _ - - SHEET G2.2 � 1 ,- - / I I TOP=441.24' _ \ a � CP BO-T3� CTURER424.04' \F,ET Q2,//j/� r ' SHEET C2.4 1 SD F( ARED END SECTION OUT ET=428.45' SD INLET W/GRATE / 1 ALBEMARLE COUNTY GIS TOP=446.25' _ StillEET C2. - - \ - ,SHEET C2.6 CRITICAL SLOPES MANAGED �OuN - \ \ INV.IN=432.05' 24"RCP �\ _ o % `� \\\ /7 7 \ \ / 1 WARNER / \\ INV.OUT=431.80'24"RCP / _- \ / \J\\\\\\I\I\I 11 \\ j/ / PKWY KEY MAP LEGEND: PERM-DRAtI\I - -- \ --------- _ ___________----------- _ - __--' -�� REMOVE TREE --- EASEMENT-------- - - ----- p - - - - - - - - -- _-- - __-- - I ",----SEE t760TPLAN�� - - - - - - - - - - - - - - - - - - - REMOVE STRUCTURES& — — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ T _ _ _ — — — \ \ \ \�� ' i' \\ - ---------------- ------- - - - - -- ------ - _--- \\\\ \\ HARDSCAPES eqT \\ \ Q - - - — p C------------ SAWCUT PAVEMENT Fell J__---__-- -INLET -------- -- - - TOP=444.03' - _ _ ' '----------- - - -- -- EASEMENT / INV.OUT�432.b- 3 15"RCP " - - "------------- ----- ' ' - - 1 PERM. DRAIN / ' ' _ ' EASEMENT SEE VDOT"P-LAN _ 0 Lu w/ / --- _ I _ a -- - - - - - - - - - - - - - Lu i' i I / ♦ \V V A / VA W 1 \ \ z — _ - " 8 / / SD CURB INLET W/MHD TOP=454.27' INV. IN=449.87'15"RCP INV.OUT=449.84' 15"RCP \ OVERHEAD POWER LINES TO BE RELOCATED - - - - IN ACCORDANCE WITH POWER COMPANY i PROPERTY LINE TO BE VACATED \ \ \ \ r r REMOVE TREES 1 PER THIS PLAN(TYP)---------------- \ \\ \\ \ \\ 1\ \\/\ // / / 1 EXCEPTION 8; \ 1 / 24" HOLLY ® QWEST COMMUNICATIONS / � � REMOVE /� p R' 2'x2' CONC LID CORPORATION I\ \ / / ^ R DB. 3613 PG. 352 \1 \ \ \\ / O / A00w� I O TM 61-167C REMOVE SEE VDOT PLAN \ P \I \\ \ / / / / (�� TM61-167------- ��,�� yDp/ 1 - " HELENA OTTILLIA WETSEL ET ALS HELENA OTTILLIA WETSEL 1_ \ 1 WB. 173, PG. 237 I ET ALS 25.926 ACRES REMOVE 1 W8. 173 PG. 237 y ' 24"MAGNOLIA , TM 61-167C = 25.926 ACRES 1.582 ACRES ' " \ \ ' TM 61-167 = 1.582ACRES 1 TOTAL ACREAGE = 27.508 ACRES I SHRUBS 1 ' I REMOVE SANITARY 1 CLEANOUT 24"MAGN IA REMOVE STRUCTURES 48"MAPLE 24"CEDAR & HARDSCAPE PER 1 i THIS PLAN (TYP) SHRUBS REMO \\\\\\ I 1 8"DEC I I I 'II'IIII I I /' f5'8HLLY EC REMOVEOVEWELL 11/2S Y HOUSE UCCO I I II Ij I 1 REMOVE FENCE / I REMOVE POWER POLE 1 REMOVE POWER POLES ® 2° cl,r REMOVE 24" HOLLY I / HEDGE / IT II / 1 OVE / ®36" MAPLE SHED �� 38" DEC 12"DEC OHn 1 /-�REM VE OHP\ \ \ I � - Sl OHp\ l (14)10"-18" I 1 OVE \ ® DECIDUOUS TREES / J SHED 15" CEDAR REMOVE POWER POLES 1 REMO / \ \ \� ® 18" DEC I I II I I I v CR AIG W. J..CTATZSvl Lie. No. 0402048507 ,-,�,, 02-07-22, m E 0 0 � u N UJ N C > E w Q LL y0 LL O 2' = M j U m Z wJy—w O a_ z y 0 '�X V) u <of �w w 0 Q V Ln= c ry Z V N O = �Lri Lf) N i N M Lu Lu OJ J 0 (7 0 O rr 2 F 0 w w v a z O in rr 0 DATE 0210712022 DRAWN BY VAN NIEKER DESIGNED BY J. DENKO CHECKED BY �. KOTARSKI SCALE 1"=20' J a. U) O \ a / J zw L W �--� a < C) O m 06 � a � 00 LL 7 O O V V ) X w 1 MATCHLIN� SEE H ET C2.4 oyp\ \ \ - --'W IL BOX L Lm JOB NO. 46883 SHEET NO. C2.1 =T C2.1 \ SHEET C2.2 SCALE V=20' \\\ - _ \ MATCHLINE SEE SHEET C2.1 /' I I I I I 1 / / / I 0 20' 40'/1♦ 1♦/1 �'�/1� 1♦ �I 1♦ 1♦ ` 1♦ 1♦ /� �/ 1♦ 1♦ It 1♦ /` 1♦//1♦ 1♦ 1♦/ ` 1♦ 1� /' It /0\, Il / i ' , / / I /, / /It It It It —i , I/ / ' / EMO ' 2. SHEE2.4'_- - _ / / / / �,� / / / / ' / / / / T C/ / / It It / If of It All It It KEY MAP \,SHEET C2.6 \\ \011 I \I/\f/ / / -12 CHERRY1 REMOVE STRUCTURES, ' / ' / & HARDSCAPE PER / / / / // /' / ® THIS PLAN (TYP) / / If / (3) 12"- 15" CEDARS / If It / REMOVETREE /' / /' / ' // / 36"WHITE OAIK REMOVE STRUCTURES & ,' / / / /' / // / HARDSCAPES 6"HOLLY // / SAWCUT PAVEMENT /' / / / / - (2)12" CEDARS / l l / / ®36"PARADISE / / / , / / / / ' ' �\ / / ,' It / / /' If / / \ / �' / /' / I / / / / / / / / 36" CHERRY � I ' / / / / / / / / I / / //I If / / / ' Itl / l 1 I 1 ,' / I REMOVE TREES / / / / PER THIS PLAN (TYP) I I 1 I / I 1 / / /'It l/ 11 l l 1 1 I ' If IfIf // / / It l l l I I 1 I \ ` // '/ ' �' / B 1 N ' 1 I I 1 1 I / l / l I / 1 Il 11 1 1 1 I I I I I l It /l /l I I I \\ I \ ,'/ / 1 W I I I 1 I 1 I I I / ' , / AL6EMARI'E COUOY GIS I / 1 \ \ /' / ' / / ' w STEP SLQPES (T�P) I I I / / / I I I I I ` ` v / / / / / / fn i I / TM 61-167C / / HELENA QTTILLIA WtTSEL ET ALS Wp\ 173, PG. 237 25.926 ACRES TM 61-167C 25.926 ACRES / /It It / / `\ `\ If TM61-167 = ` -1 582ACRES // i I/ / / TOTAL ACREAGE=27.508ACRES If /It If It If It If / // // / If If It It 1 1/ I-- / If If If It It It It It / ------ I/ I I //I // �1 1\ /' /' \1 \\ \ — — ------------ If 0 / I / I \\ \ _ — — — — — — — — — — — — — — — — — — — — — — — — — — 1 / I / _ / _ , \ \ 1 \ \ \ — — — — — — — — — — — — — — — — — — — — — — It It LEGEND: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ALBEMARLE COUNTY ISIS ------------------------___ —__ MANAGED SLOPES pYP) \\\ \\ \ — 1 --------------- \ \ \ MATCHLINESEE SHEET C25\ \ 0 Q CRAIGW.7.ROTARSKI Lic. No. 0402048507 .,a,.02-0-7-22, CL O oc E H w DATE 0210712022 DRAWN BY R. VAN NIEKERP DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' zw J olf H� < 0 w m LL 0° I —I O U JOB NO. 46883 SHEET NO. C2.3 L \ \ OVERHEAD POWER -LINES TO BE RELOCATED I IN ACCORDANCE WITH -POWER COMPANY - _ WALL / EXCEPTION 8; / y ` OWEST COMMUNICATIONS CORPORATION I I / -- 06"DEC / / HOLLY 1 1 1 1 TM 61-167C 1 HELENA OTTILLIA WETSEL ET ALS 1 WB. 173, PG. 237 1 25.926 ACRES 1 TM 61-167C 25.926 ACRES B TM 61-167 1.582 ACRES N 1 TOTAL ACREAGE = 27.508 ACRES U uj w 1 w x N w 1 z -�- / 1 1 REMOVE WALLS , / / -- - - -_ 30"&28"DEC MATC H LI N ESnE.EE mmmmmmmmm / O e / gyp MAIL - BOX REMOVE MAIL BOXES 1 _ / 1 / PROPERTY LINE TO BE VACATED ® 20" CEDAR / 1 - \1\ \ \ I \ 11 EXC,EPTION7; 1 CENTRAL TELEPHONE COMPANY OFVIRGINIA DB. 3734 PG. 412 \ SEE VDO\T PLAN I 1 1 \ l 1 \ 1 \ \ OVERHEAD POWER LINES TO BE RELOCATED ` �N ACCORDANCE WITH POWER COMPANY \ \ �1 I 1 \ I \ I \ I \ \ I \ \ I \ \ I 1 � 1 1 I / � 1 I 1 � � �� 1♦ � � � � � � � � � � � � ��� � � � � � � � � � � � � � � � �. � � � � � � � � I >t >t >t >t 1�' >t >t >t >t >t >t � >t >t >t >t >t >t >t >t >t >t >t \ \ MATCHLINE SHEET C2.6 - DB. 3734 PG. 412 I I _ SEE VDOT PLAN / _ I o I s REMOVE \ \ / I GNTRANC I\ I \ I II o \ I \ \ I I \ I \ I I \ I II _ - T 0 I I II 10 1 I I I I II I I II I 1 I RELOCATE\SIGN O I 1 1 1 OVERHEAD POWER LINES TO BE RELOCATED O 1 IN ACCORDANCE WITH POWER COMPANY = 1 1 1 o \ z \ 1 \ 1 \ 1 \ \ � O 1 \ 1 STREAM (TYP) \ x 1 � a m SAWCUT EXISTING PAVEMENT ALONG PROPOSEDLANEIMPROVEMENTS SCALE 1 "=20' 0 20' 40' 1 rl Klm. REMOVE TREE REMOVE STRUCTURES & HARDSCAPES SAWCUT PAVEMENT SHEET%23///y J ' SHEET ,C2.4 -, C \\ \ \ I\ 'IIII note\ SHEET C2.6 C2.6 111 / \ f/ / ����,i?�TFi7 r Q CRMG W J. KOTARSKI Lie. No. 0402048507 02-07-22, vi rr 0 0 x c7 0 x F 0 w a z 0 0 CL O ce H w a 0 DATE 0210712022 DRAWN BY VAN NIEK DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' z Q z O J zw 0w <o Om06 Q (%) 00 LL z O IC) z O U z t= X w JOB NO. 46883 SHEET NO. C2.4 L F- S:\103\46883-Wetsel_Property\DWG\Sheet\CD\46883-103-C2.0-EXIS.dwg I Plotted on 2/7/2022 10:56 AM I by Jessica Danko 0 0 N D CDm N 0 A 0 I 1 I I � 1 I I / I I 1 I I I 1 I I I T I I �J C/) II 1 y / mph / mppr, I ' mK)rr' y N) - /1 n -Tj l \ �G)po nW� C/) +/ ?> It 1 \ I \ n / I \ I ) I 1 1` j I I I II I I I I I I I I X .`II I I I �l / , \ I' \'I 1 III/1 \ /I ��11IIIII11I1�111i /\ D A zmR rn It r-111 r�It 61 ' �rn� Q v^^ r I , p IOm Dm m 71K K O 0 0O O 0 � mm z nO m Cf)/ TIA m Mnnm m n� \ / Ii m\\ II \I \\ \ \\ \\ //' ///m ,X � 1. 1. 1. 1• � � � � 1. 1. 1. 1• � � � � � � � 1. 1• � 1•� 1• � � � � 1• � � '� � 1• Ir 1• � � �_�- � 1• � � � � j �,'I• � 1• ,I: �� �� � It �>• l�� � MATCHLINE SHEET C2.6 n N N J \ v I \ I \ I \ \ I I I \ \ I THIS DRAWING PREPARED AT THE 1 0 , r • •• CHARLOTTESVILLE OFFICE 0 n , TIMMONS ROUP• • YOUR VISION ACHIEVED THROUGH OURS. tNt 608 Preston Avenue, Suite 200 Charlottesville, VA 22903 �3 00 TEL434.295.5624 FAX434.295.8317 www.timmons.com iV' n= o R I O POINT N m N O DATE REVISION DESCRIPTION ZY N z COUNTY OF ALBEMARLE, VA ti D m Om z 2 i ~F V Ul p clo 0 p m A m Z m w 0 m `dI�L Z5' EXISTING CONDITIONS & DEMOLITIONS PLANNJ These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- S:\103\46883-Wetsel_Property\DWG\Sheet\CD\46883-103-C2.0-EXIS.dwg I Plotted on 2/7/2022 10:56 AM I by Jessica Danko M MATCHLINE SHEIET C2)5 \ \ \ 1 / 1 1 ------ _ i / �� '� _ rr 1 , / r)— m\� 1 m0) / \ o -Tj JHO 'dHD =dHO �M , O ` m / fir' \ // =i z \ 'p ai — A \\ / / m 0; / 9 m / -- /' D0/ m 0%\ / dy0 ` m O \ ` U) ` \Uj / iery"_ - m\ \\\ /� //t r \i \a m rn Ni / I"(1 IPIII I / /if ';II'01 [it nn I ' i �\\\im' 11\ \\ \\`\\\ \\p 1 m D n m m ' m Am � 1111 m A \\II"III�I n n m m -13 m me m Z C X m /n Ip r m 0 m z v 0 O C r c T O om TIMMONS GROUP .•-':'•. 0 o� 00 M� Mm px D� z mG) D O M m� Mm mz z u) r �O z O m m O 01 y y r 0) W m � � �w�� V rri \ rn y ff� vJ ` O m \ z� nm �o O DM1 m A r �G Z _ U) 00 mOJ m U M 00 D� zm / � p on 0 I , I \ \ THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com _ N z o CO o w RI O POINT COUNTY OF ALBEMARLE, VA N r it m n " m n m 0 � (n m 2 z ° ° N n zCII) m `NJ A O v i m DATE REVISION DESCRIPTION EXISTING CONDITIONS & DEMOLITIONS PLAN 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- S:\103\46883-Wetsel_Property\DWG\Sheet\CD\46883-103-C4.0-LAYO.dwg I Plotted on 2/7/2022 11:08 AM I by Jessica Denko / / / / 0 0 °0 J o 0 0 0 ° ^ / ° °° ° 0 ° \ \ °OOOOOOOo 2 \\ \\\ / 2 °°°000 n 171 \ \\ / m o° J °° I o°°° o° rz O~ I \ \ \ T� A I v 0 ° o ° o 0 0 lid Oo \\\ oo \ /\\ rn V 0 2 k 0 ° o ° ° ° ° ° o ° ° 0 0 0 ° 0 0 ° ° ° ° ° ° ° 0 0 ° ° ° �� °°iw o 0 0 0 0 0 0 0 0 ° ° \\�\�o'�\\ o ,n 0 —\ \ \ O m ° o O ° ° ° o - 0 0 rn o ° ° ° / \ \ O O rM 0° 0 0° °°°° 0 0°°° 0 0 0 ,W �� o 0 0 0 0 0°° 0 0 0 \ \ \\\ A m °° m 0°° °° ,.,0000 o 000O 00OpOp /\\ 00 I \ \ I I.' 0°%�0° 0 0 \ 0 ° 0 0 0 0 \ 0 ° \ \ \ ° ° 0 0 \ MdS 0 / ° 0 l 0 \ \ 0 -n / I ° / 0 ° \ \ 0 \ o O 0 S /° 00 �� \ 0 0 / // \ \ �Ob \ \ \ � \ \ ° ° o \ \ � ,.moo `� ° 9 \� ° \ �.Q \ \ \ ° \ .� / °cam„ / ° °/�d6 °0 \ Y \ \\0 o-o /o o 0 \ 1s 'Qo 0 /Oo \� ° 0 ° / /p 0 / \o Q to °° ° o o 0 \\ \ \ ° ° ° ° 0 / / 00 �\ o 0 o of \\\ \ / �A --�� o \ \ / 0 9 \ / \ ° / \\ \ ° o o ° ° 0 0 °/ 0 0 0 0 0 o/0— VS\\ o� b9/40 0 0 0 0 0 0 oi3.� 0 0 0 0 0 0 0 0 0 0 0 0 0 o a�0 i 1 1 • .� . r � 1 � r 0 / i ♦ ■ I IE0013 � � r% ,° �, ��: ri�.�� 11■I zgy M! I a OiM9 IS mmi •, I •. •I Elm M `° �Z■ I op� iafOOA M �z�eo�e �iazi� F4 • a°aa 'M r � ZE i MINS an INS �� ♦�`•���.nri■mririaurvunrrrw�m `� �6�■VIMP�'E0�■�R®■■D�� gH7EIlOPGB�0I a01S0 ♦i ■■■■■ � 111111 I: � 1 \ TIMMONS GROUP .•-':'•. m � o RI O POINT 0 Z CO o COUNTY OF ALBEMARLE, VA W. OVERALL LAYOUT PLAN n n 0 rn ~ >\ m it Oy z O m A m O03 / / / / / THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com DATE REVISION DESCRIPTION These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SEE / joNNER , �N I�I I ,N ERVATION AREA .89 ACRES SA PROPOSED IRETAINING WALL IALB EM RLE UNTY CRI CAL ES- ANA( \> i i i i SEE NOTES: 1. CONTRACTOR TO CONFIRM WATERLINE SIZE BEFORE MAKING CONNECTION. 2. CONTRACTOR SHALL VERTICALLY RELOCATE EXISTING UNDERGROUND UTILITY LINES AS REQUIRED PER GRADING PLAN ON SHEET C5.0. 3.5 FT OF COVER SHALL BE MAINTAINED OVER EXISTING WATERLINES. .9 CURB -A _ PERM. PARK EASEMENT PROPOSED RETAINING WALL )P=43 .00' 80'15" CR 0 BUILDING 12 TYPE D 6" GRAVITY ADA PARKING SANITARY SIGN (TYP.) SEWER LATERAL DOMESTIC LINE'B' FIRE LINE'A' SCALE 1"=20' 0 20' 40' LEGEND: LLACONCRETE SIDEWALK LlHEAVY DUTY ASPHALT LIGHT DUTY ASPHALT HEAVY DUTY CONCRETE CONSERVATION AREA MILL & OVERLAY sy CURB N /MHD TOP=4 8.72' IN=42 .85' 15' � INV. T=420. ' P 50' LANDSCAPE BUFFER(TYP.) SHEET C4.7 O O O - 0 �° ° SHEET�4.8. I ° 0 o 0 ° 0 ° o / 0 0 ° O O 0 ° 0 0 0 ° 0 / 0 0 ° 0 ° 0 11 11 I / 11 =ET C4.2 I/ I �� p LThi OF�� Q CRAIG W J. KOTARSKI Lie. No. 0402048507 .-t 02-07-22, n E 0 N OV N 6 c > E L E w Z Lu O U. o o 0' L M G_ U00 z w —L .. O N VI EL N 7 30 3x U) Q n J V_ W U) O_ =U> c N n � M W � OJ J Ln 0 O C7 — --------- — — — — -- — — — — -- FLARED END SECTION INV. IN=430.53'1 5"RCP 0w ~ w w O z O DATE Ln 0210712022 0 / DRAWN BY ' R. VAN NIEKER ' DESIGNED BY � PERM. PARK EASEMENT ' • • J. DENKO SFF VDOT PLAN CHECKED BY ' 19 • C. KOTARSKI SAN — SAN • • SCALE / 18 ' � 1"=20' Ir 6" GRAVITY SANITARY O SEWER LATERAL N v �r BUILDING 9 ' 5- PROPOSED w s s RETAINING tl TYPE D = ' � POTENTIAL WALL ; Z i FUTURE i BUILDING LF DOMESTIC LINE'B' < AMENITY FIRE LINE W 0 AREA 6" FUTURE ADA PARKING 90° BEND (TYP.) ' 9,385 SF DOMESTIC SIGN (TYP.) ; s AND FIRE LINE 1.5" METER r a....� i....q Z .......... VAULT Q y 0.0...... 6" TO 2" Z 5' REDUCERLd (n \\G \ ^O w < LL 06 \ AND VALVE O z \ 6"X6"TEE O ' \ \ 26 AND VALVE 8 6" X 6" TEE \ \ 7 6" TO 2" Q RED "X6"TEE A. VALVE W ANDS LV + \ \ BEND P.) J \ \ \ \\ \ \\ \\ \ \\ \\ \\ \\ \ \\ \ \ T EA \\ llJ \ \ \ \ \ CG \ \ \>\ 6 J b \ \ D _\ 6„X6„ \ \\\ \ \\\ \ z \\ \\\ TEE AND \ \ \ VALVE "• \ \ \ 1.5" METER VAULT FIRE LINE'A' co\ \ \ \ \ \ 1�' DOMESTIC LINE'B' \ \ \ 26' \ \ \ \ BUILDING 10 \ \ 6"TO2" \ \ Q \ ER VAU1 REDUCER TYPE B BUILDING 7 %TYPE B ,tQGiz\ \\ \\ \\ \\ \\\ ' 90° BEND (TYP.) — \ \ \ \ \ \ \ FIRE LINE W \ \ \ \ \ \ \ \ \ \ \ DOMESTIC JOB NO. LINE'B' 46883 \ \ )♦ - ��\\ \ \ SHEET NO. MATCHLINE SHEET C4.3 \ \ _ C4.1 \-aA \ c a E' T R 0 0 3 a c'O o am rn 2z 00 o m c T _ Eo a c m a0 O w U Z. ow F o o a o c 2 Y h X c 0.0 Z2 m c m E o o � a c �a 10 a 0 �+ o m � U 2 �° C U N 5E h w L F E L ■ 1 1 r 1 1 1 1 U ' H w w 2 ' W W t Lu w z J tU H S¢ t � 1 )TES: CONTRACTOR SHALL VERTICALLY RELOCATE EXISTING UNDERGROUND UTILITY LINES AS REQUIRED PER LADING PLAN ON SHEET C5.0. 3.5 FT OF COVER SHALL BE MAINTAINED OVER EXISTING WATERLINES. A KNOX BOX SHALL BE REQUIRED FOR ANY STRUCTURE NOT MAINTAINED BY BY 24-HOUR STAFF. ICHITECT/CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHALS OFFICE FINAL LOCATION. SD F�ARED END SECTION l (1 �-�------------------------"_-- OUTlET=428.45' L— — — — — — — — — — — — — — — — — — — — — I 1 _ 1 ALBEMARLE COUNTY GIS / I CRITICAL SLOPES - MANAGED JOHN WARNER / I PKWY \ VDOT \\ y u PERM. PARK SD INLET W/GRATE — --- EASEMENT TOP=444.03' PROPOSED 50' INV. OUT=432.63'15"RCP LANDSCAPE BUFFER LPERM. DRAIN EASEMENT SEE VDOT PLAN EX CURB RN a a SCALE 1"=20' LEGEND: 0 20' 40' IZI CONCRETE SIDEWALK \ HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT HEAVY DUTY CONCRETE (p"' CONSERVATION AREA _ _ — — — — _ Q Z MILL & OVERLAY \ \\ INV \ or O , 0 0 / O - 0 0 3HEET,c 8. °F e ° 0 - 0 0 ° 0 0 ° / 0 0 ° O O O O 0 0 ° o o / ° ° 0 O ° ° ° / 0 C4.1 SHEET C4._2 � C CRAIG W J. KOTARSKI Lie. No. 0402048507 02-07-22, KEY MAP _ ■ioiinuiu x�.r�rr�rr®.. ite ---- \ \ SD CURB INLET W/MHD 2 — ------ TOP=447.65' --- \ INV. IN(S) =442.05'15"RCP INVIN(N)=433.70'15"RCP INV. OUT=433.65'15"RCP \ PARK AREA 1 \ \\ 30' LANDSCAPE ; ,.�•I \� BUFFER(TYP.) 1 •'� .I 1 1 \ ■ L 6" GRAVITY SANITARY c \ 6" GRAVITY SANITARY � EXCEPTION 8; ' SEWER LATERAL SEWER LATERAL I QWEST COMMUNICATIONS i \ CORPORATION I I \ ' BUILDING 9 BUILDING 8 DB. 3613 PG. 352 TYPED SEE VDOT PLAN 'i \ t TYPED I PROPOSED I I \ RETAINING WALL I I \ I I \ • I DOMESTIC LINE'B' C I I FIRE LINE W ( I \ ' ADA PARKING ADA PARKING I OPEN SPACE ' ' 9 BEND (TYP.) \ SIGN (TYP.) SIGN (TYP.) 1.1 ACRES ' L— DEDICATED FOR PUBLIC I 1 USE. TO BE COORDINATED \ WITH ALBEMARLE COUNTY I I• I \ 1 1.5"METER 6" TO 2" \ 5 VAULT REDUCER 5' \ G\ \ \ \/ 'EST\ \\ EV \\ \\ I I T AND VALVE \ \ \ \ I I I tTEE AND VALVE 6" X 6" TEE 26' \ \ \ \ \ BU ER(TYP.) E I I I AND VALVE 900 \ \ \ \ I \ BE \ \ \ I \ \ \ RID' \�G-1 \\ \ \ \ \ \ \ \ \ I o I \ \ \ \ \ \ \ \ \ \ " , 6"X6" \\ \\ \ \\\ I I I \ \ \ TEE AND \ �L \ 2 ADA PARKING VALVE z" ADA PARKING \ \ \ \ \ \ \ I I 1 \ \ SIGN (TYP.) SIGN (TYP.) ' 1.5" METER VAULT 6 REDOUCER 5, \ \ \ \ \ \ \ \ I •� ' BUILDING 7 1r 1r BUILDING TYPE B 6 \\ \\ \ \\\ I I !I \ TYPE B -_'s v v VI; v v 90° BEND (TYP.) FIRE LINE'A' \ \ \ \ 1 DOMESTICLINE'B' \ \\ \\ \ I rl \ MATCHLINE SEE SHEET C4.4 \ \ \ \ \ \ \ \ •I SAN ----w-SAN ----w-SAN 20 SD CURB INLET W/MHD TOP=454.27' INV. IN=449.87'15"RCP INV.OUT=449.84' 15"RCP R. N�ORA �R ftft m p i I I � I INI \ IRANT BE DEDICATED II (O.i82 CRIES) \ ' I\ I EXISTING PROPERTY LINE I PROPOSED PROPERTY LINE 1 O' CLASS A - TYPE 2 SHARED USE TH MILL & OVERLAY I n E 0 N OV N c c > E ,L E w Z Lu Q U. o U. O O L M ¢ j Uc0 Z w i— n O o VIof d NN 7 z H v 30UQ U w u x C N z O_ =U>� c ,n ° NLu > M Lu a � D7 J vi 0 0 0 F 0 w w U t] z O 0 O L�J DATE 0210712022 DRAWN BY VAN NIEKER DESIGNED BY J. DENKO CHECKED BY . KOTARSKI SCALE 1"=20' J Q z�w O m J LL Q L O06 O O 0 JOB NO. 46883 SHEET NO. C4.2 R L SH o a o p _ Q ° O o o o o �o SHEET�4.8 pp ems, ° p \ O O 0 0 0 O ° / O O O O O O O p p p O O O / o ° o ° / o C4.2 C SHEET C4.6 i/ NOTES: 1. CONTRACTOR SHALL VERTICALLY RELOCATE EXISTING UNDERGROUND UTILITY LINES AS REQUIRED PER GRADING PLAN ON SHEET C5.0. 3.5 FT OF COVER SHALL BE MAINTAINED OVER EXISTING WATERLINES. 2. A KNOX BOX SHALL BE REQUIRED FOR ANY STRUCTURE NOT MAINTAINED BY BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHALS OFFICE FINAL LOCATION. LEGEND: CONCRETE SIDEWALK F7HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT HEAVY DUTY CONCRETE F71CONSERVATION AREA MILL & OVERLAY SCALE V=20' 0 20, 40' / U / AL EMARLE COUNTY w / GI TEEP SLOPES w w U) w z J 2 � cQ / G / I II III II II / / ALBEMARLE COUNTY GIS MANAGED SLOPES \ 50' LAANDS`CAPE BUFFER(TYP.), t t t m m m m z . DOMESTICLINE'B" FIRE LINE'A' 24 25 90° BEND (TYP.) 90° BEND (TYP.) DOMESTIC LINE W FIRE LINE W ADA PARKING SIGN (TYP.) BUILDING 13 TYPE C 6" GRAVITY SANITARY SEWER LATERAL 90° BEND (TYP.) DOMESTIC LINE'B' \ \\ \ X6" �\ EAND \ LVE \ \ TO 2" EDUCE 5-MET VAULT \\ " TO 2" �N \ \ \ X 6" \ \ \ EE AND \ \ Y \ \\ \ 8< 6" TEE - 1.5" METER VAULT \ \ BUILDING 14 TYPE C IADA PARKING SIGN (TYP.) 6" GRAVITY SANITARY SEWER LATERAL PROPOSED RETAINING WALL 26 ♦ ■rile � � . 1 \ \ \ \ \s� \ 5.8' \ \ \ \ \ \ \ \ TRASH & RECYCLING ENCLOSURE X 6" =E AND \LVE 90° BEND \ \ \ MATCHLINE SEE SHEET C4.1 \ \ \ Ilk lli-mmr�\ \ ADA PARKING �9 SIGN (TYP.) VQLVE�\ \ \ BUILDING 10 1z\ \ \. TYPEB \\ \ \ 11.55' \ -VALVE-, \ \ \ 5 \\ \\ \ Zy \\ \\ \ \ \ \ W \ \\ \\N FHA \ ,. \ \ OPEN SPACE 6,215 SF \ \ \ 0-1 \ 5' \\ \ \ vx 6�,TEE\ 7\ \ \ AN VALVE \ \ \ e _ BUILDING 11 G \ \\ \\ \� \ \ \ \ TYPE ADA PARKING \ SIGN (TYP.) \ \ \ \ CCa -r2 \ 4 , ' DOMESTIC LINE'B' FIRE LINE'A' \ \\\\N 1.5" METER \ \ \ \ \ VAULT \ \ \ \ \ 5' \ \ \ \ \ \\\ \ \\ \ \\ \\ \ \\\ \ \ \\ \\ \\ \\ \ \ \\\ \ \ \ 6" X 6" 6" X 6" TEE TEE AND AND VALVE VALVE - VVIVILJ 1 IV \ \ LINE'B' ' \\ \\ BUILDING 7 ' \\ \ TYPE B \ R10' \ \ \ \ \\ \ \ 0 R10' \ \ \ \\ \ \\ \\\ \ \\ \\ \\ \ \\ \ 90 \ \\ \\ \\ \\ \ \ \ BEND \ \ z \\ \\n G \\ N \ '6 \ \ \ 5� 17' 6" X 6" TEE '\ �4N VACV - AND VALVE FIRE LINE W ' \\\ BUILDING 5 \\ \\ \\ TYPE B ' \ \ \ \ 6" TO 2" DOMESTIC v \ REDUCER LINE'B' ' U \ \\ \ \ \ 1.5" METER ' w x \ \ \ \ VAULT U) w I \\ \ \ \ w U) \ w■ z \\\ - \ U Cn \ \\\ < 26' \ \ \ \ \ \ 1 \ 29 \ \ \ \\ I \ \ \ DOG PARK \ \ 6,756 SF .iJ ( -�. ._ • ._fie \\ \ \\ \\ \\ \\ \ \\ R10' \ \\ \\ \ \\ \ \ \ \ 0' \\ \\ \\ \\ \ \ \ 90° BEND \ r -G MAINTENANCE GARAGE EXISTING MANAGED 12 FREE STANBiNG— CAR WASH AREA WITH STEEP SLOPES (TYP.) _—GARA6�ES HOSE BIB AND VACUUM MATCHLINE SEE SHEET C4.5 / CR AIG W J. YGF ATZS KI > Lie. No. 0402048507 M E 0 rn u N UI N C > E w ° E <ww3 Q w 3 0 U. o w 0 m m K W L d J U co J — uj M T d � O U W U1 � 3: 0 x LL Q = v N i N N = U > F c o O1 N W M o r o w o H vi O cD 0 w w w_ x U a z O 0 DATE 0210712022 DRAWN BY VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' Q I� zLdw �� < I— Ow m J a H O LL �wwxx W O J JOB NO. 46883 SHEET NO. C4.3 L FIRE LINE W \ 1 DOMESTIC LINE'B' \ \ BUILDING 6 6"GRAVITY SANITARY BUILDING 7 w.. TYPE B 6" GRAVITY SANITARY \\ \ 1 SEWER LATERAL TYPE B SEWER LATERAL \ �1 \ \ \\ CG'2 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \ \ \ \ \\ \ \\ \ \ \ \\ \ \ \\ \\ \\ \\ \ \ \\ \\ \ \ \ \ \CCz T2 \ 9\ e '1" 1 1 1 1 1 1 1 10 `-- ADA PARKING ' 11. + 1 r SIGN (TYP.) 6" GRAVITY SANITARY SEWER LATERAL BUILDING 5 TYPE B 1 n FHA 066 6' 5' ADA PARKING \ \ \ \ SIGN (TYP.) \ \ \ 1.5" METER VAULT \ \ \ 6" GRAVITY SANITARY 5' SEWER LATERAL 6" X 6" TEE U \ \ AND VALVE 6�X�6" �� A_N&ViiLW BUILDING 4 FIRE LINE 'A' \ TYPE B DOMESTIC LINE'B' \\ \ 1.5" METER \ \ \ \ VAULT \ 6" TO 2" 8 REDUCER \ \ 9` \ 1 \ w 5\\ \ 5' ' \ 1 1 1 \ \ POOL \ i. 6" GRAVITY \ \ \ AMENITY AREA SANITARY \ \\\\ 5,762 SF SEWER LATERAL \ \ \ \ CLUBHOUSE ADA PARKING SIGN (TYP.) \ iilVl C IN 117 6" GRAVITY SANITARY SEWER LATERAL PET SPA MAIL KIOSK & PACKAGE ROOM \ \\ \ \ \\ \ \ \\ \\ \\ \ \\ \ \ \ \ \ \ \ \ \\ \ \\ \ \\ \\ \ \CG-6 �\ w 6"X6"TEE R17 E SHEET C4. \ \ \N I 11 I I Rdrd 10' I SHEET C4.7 lu � I O i p O O O °SHEET C4.8 p 30'LANDSCAPE o/ 0 BUFFER(TYP.) o o° o o °O O /O °0 0 Op o °/o° 0/O 25' O EXCEPTION 8; �1 I COMMUNICATI CORPORATION Ir;I DB, 3734 PG. 412 SEE VDOT PLAN i CA: •I \o II �\ ' I I ' I \ I I :I ' I I \ .I II b\ •I , ' I \ I •I II \\ II I\ I I •I I\ I 15' SETBACK FROM \ PROPOSED I \1\ PROPERTY LINE \ \ I I vim. 1 I \ \ 4" SSWR ( 1 \ \ LATERAL OCEPTION 12 (TYP.) CENTRAL TELEPHONE COMPANY,OF VIRGIN \ DB.I3734 PG. 4J2 \ SEE VDOT r' •.N \ 1 \ D MONUMENT z SIGN \ \ In I \ I \ \ i \ I I \ I I \ D R50' I \ R25' CG-2 T I W 8" DIP WATERLINE 13 I o 13' I ! 43'—-I 13' I I D CG-6 ! Z_ • R25' c I R50' \ \' cn I \ I \ I I \ \ j i \ I \\ I i • \ I \ Z \ \ \ O L) MATCHLINE-SHEET C4.6 \ \ \ D \ . �18� \ \ cn \ \\\ D Z \ \ 26' \ D \ \ z \ \ DOUBLE TAP WM (TYP.) BUILDING 3 (6) TOWNHOMES (3 STORY) m C4. KEY MAP PROPOSED 100' RIGHT -IN TURN LANE TAPER & 100' STORAGE LANE MILL & OVERLAY EXISTING PROPERTY LINE PROPOSED PROPERTY LINE PROPOSED 100' TRANSITION MILL & OVERLAY PROPOSED 100' RIGHT TURN LANE TAPER CONNECTTO EXISTING WATERLINE 18" X 6" TS&V =ET C4.2 I p,LTFI OF�� I� Q CRMGW J. KOTARSKI tkLie. No. 0402048507 -t 02-07-22, SHEET I/ SCALE 1"=20' 0 20' 40' LEGEND: CONCRETE SIDEWALK E:lHEAVY DUTY ASPHALT LIGHT DUTY ASPHALT HEAVY DUTY CONCRETE CONSERVATION AREA ElMILL & OVERLAY PROPOSED FULL ACCESS INTERSECTION INCLUDES 100' RIGHT TURN TAPER LANE, 100' LEFT TURN TAPER LANE WITH 100' STORAGE STOP BAR vi 0 0 x c7 0 x F 0 w w Q z 0 > 0 0 w a Cl DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' Z J > zLdw H� O w J a O 06 FBI z � J JOB NO. 46883 SHEET N0. C4.4 EL a R L F- S:\103\46883-Wetsel_Property\DWG\Sheet\CD\46883-103-C4.0-LAYO.dwg I Plotted on 2/7/2022 11:09 AM I by Jessica Danko q F1 R 11]11 F1 [I m m p r SA m A r o Co C: y m m O D Z 0 D O Z a U)O Z = D D r D m m u) / U) m a .' m 0 0 0 0 0 0 0 10 to 0 9� \ MI o n A o �A 0 \ / W 0 0 of/ O 0 0 0 J 0 o 0 0 0 # 0 0 O 0 0 ' 11 0 oo cn AI _ I I MATCHLINE SHEET C4.8 n 1 1 1 I 1 I 1 I � 1 D 1 �i 1 1 � I I � 1 I C) I / D I n II I � O �J cC y I� m m l I D m N) rT1 \ / z Nco I Lo C) \ \ ` O n \ \ I D �\ \ O = 1 z 1 1 1 1 1 1 1 1 1 1 1 1 i 1• , +� 1 / 1 \ / 1 /+ 1 \ 1 I ' II i ' I 1 1 1 II D / I I U) I 1 I I I I D I \ 1 1 ' I D I 1 I 1 \ I � 1 / I \ / I n \\ v 1z I \\� M (n MI is I \ / / ds 1 I I I / As I I d5 I I I I I I / \ dS � \ 1 \ dS 1 I / y— — C 1 / / / 1 / l 1 I I I I I fy^J O /I 1 m. � y �l m o rn G) Cn III _--y /0) (�L�I 0 M M TIMMONS GROUP .•-':'•. m o RI O POINT -- CO Z COUNTY OF ALBEMARLE, VA U1 0 0 LAYOUT & UTILITIES PLAN MMMMIMM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 U O 1 m 0 � 1 1 1 1 1 1 1 1 1 THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com �. U)>\ N r n 50 = m 0 < � Z O o 0 < Z T A po D m j O m N z T REVISION DESCRIPTION These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. PROPOSED STORMWATER MANAGEMENT FACILITY FHA 6 FREE STANDING GARAGES I 450 BEND I I 6" DIP WATERLINE - I I PROPOSED LOCATION OF INTERPARCEL VEHICULAR I I ROAD CONNECTION TO I I TMP 61-167A I I I I I If �.777 \' a 22.50 BEND 14 �l 17 / MATCHLINE SHEET C4.4 I \ \ \ 1 \\ 1 . � 1 1 \ SAN. LAT \ \ DOUBLE TAP I 1 \ \ WM (TYP.) \ I \ cn \ 1 1 \ z 1 • I \ 1 \ za' BUILDING 2 \\ z — — _ - (5) TOWNHOMES \\\ (2 STORY SPLIT) I \ 1 \ I ' \ 1 \ \ SINGLE TAP D — — — — WM (TYP.) ! \ \ 1 13 13.74' 15' SETBACK FROM PROPOSED PROPERTY LINE j • \ 1 \ 2 \ \ BUILDING (4) TOWNHOMES (2 STORY SPLIT) \ \\ 46' 23' 450 BEND \ CONNECT TO ADJACENT \ \ DEVELOPMENT • / WATERLINE OR ADD BOV & PLUG FOR FUTURE \ DEVELO \ \ n v ° NOTES: 9q /` 1. CONTRACTOR SHALL VERTICALLY RELOCATE EXISTING UNDERGROUND UTILITY LINES AS REQUIRED PER e \ ` J I a �� GRADING PLAN ON SHEET C5.0. 3.5 FT OF COVER SHALL BE MAINTAINED OVER EXISTING WATERLINES. \ A: / n: 2. A KNOX BOX SHALL BE REQUIRED FOR ANY STRUCTURE NOT MAINTAINED BY BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHALS OFFICE FINAL LOCATION. C7 J SCALE 1"I 0 20' 40' PROPOSED 100' STORAGE & 1 00'TAPER LEFT TURN LANE INTO MAIN ENTRANCE MILL & OVERLAY / EXISTING PROPERTY LINE PROPOSED PROPERTY LINE DUNLORA FOREST SUBDIVISION \ /°0 \ b o /o o o ° o/ O O O O O SHEET�4.8 oohs ° o 0 ° o ° O ° o 0 ° o 0 O o 0/ o ° ° / 0 .0 0 ° ° 0 o ° .5 El CONCRETE SIDEWALK F-1 HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT HEAVY DUTY CONCRETE CONSERVATION AREA MILL & OVERLAY C4.2 i/ 7go � v U CRAIGW. J..CTATZSICI Lie. No. 0402048507 .-,�,, 02—O—i-22, w DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' z J > zLd w �� < I- 0 cLu c LL Q O LL 06 FBI z � cl� o O J JOB NO. 46883 SHEET NO. C4.6 R 0 6 3 a 90 0 a0 2N 0Z a0 0 c �w a � m 0 a0 0 O � O Z In w a p p m o� a w c .Z Y N X C w 0 L ° m 0 h � E � � m 06 � Nc 10 a 0 m o � U w m o C 0 N 5E h w L F E L F- S:\103\46883-Wetsel_Property\DWG\Sheet\CD\46883-103-C4.0-LAYO.dwg I Plotted on 2/7/2022 11:10 AM I by Jessica Danko 1 \ 1 \ 1 \ \ \ 00 \\ \\ 0 0 0 0 00 ° ° \ 11 1 0 0 ° \ Ad O° \ ° � o °° °°°°°° 0 0 0 0 0 0 0 0 O O ° ° ° 0 � ° o 1 ,0 ° 1 1 1 1 1 1 1 1 ° , 1 0 0 ° o ° o 0 0 1 00/ o�— 1 °°/ 1 NVS j f-NVS U) I S ° o m mn r ° 0 0 A o° A o \ o ° / o ° ° o °. o O 0 V O O 0 0 0 O O O O C. 0' ILI] I 1 / 0000 0 \ / 000 o \ / \ o 0 0 \ o°/y� �o ° oo am 0 m / ° 0 • /0' \ 00 / \\ Cf)o / ° 2 1 / 00° o` \ 00°° // \ C) /00° // o ° \ \ is 1 / /o ° 0 0 0 0 / 1 / 00 //� 0 0 ° o o// 1 //0o 000 o /0 ° / o ° / \ 10 o ° \ / ° ° o° /000° 1 / ° °° 1 ° °�° /°° ° \ o / / o ,6 1 d / / 0 0 / O /-------_ -- O / r - --- O °° ° A v // V A\ ��hi 1 00�., 1.00 1 o/ — 0 0 0 1 0 0 0 0 0°° / 1 1� 1 � / 1 / 1 1 / 1 i 111 o�OG) 1 MMOM 11 CDnz / Amy 1 / / m o / 1 00 /1 1 m / 1 / 11� 1 I F 1 I 1 I 1 II 1 I 1 I 1 I 1 1 1 1, 1 '1 1 '1 ■ 1 O O 0 0 0 ° \ i T rn \ \ t y n O 0 r �\ a TIMMONS GROUP .•-':'•. 'p m 0) O z �Z V o CO o W RIO POINT COUNTY OF ALBEMARLE, VA LAYOUT & UTILITIES PLAN y 1 E SHEET C4.1 THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com n � ° m n ° u >\ p it ° r1 n O z V Nv r m 2 z N m m O ° O < O < m j N A DATE REVISION DESCRIPTION These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- S:\103\46883-Wetsel_Property\DWG\Sheet\CD\46883-103-C4.0-LAYO.dwg I Plotted on 2/7/2022 11:10 AM I by Jessica Danko I2-1 gp83 00 000 O o O 0 0 ? 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F- is\103\46883-Wetsel_Property\DWG\Sheet\CD\46883-103-05.0-GRAD.dwg I Plotted on 2/7/2022 11:12 AM I by Jessica Danko I 1 1 I I \ \ \ \ /\ \ Z Z ------------ - rn — L \ I I 1 1 \\--—— ————— —— —------ �-----` _ 'MDD _ �'/ �'' — Cl) / _ _ ___ \ -- �ZZ // ,'/ ,� -- —— —— — — GDO / / I I I , I I I I I \\—I—_----- --�—�/,/'/ II \ r I IN 444 446_ 445 — — — — 448 447 — — — 450 449 Ti09 -r /2zo —--————— — — — — —— / o n'n 03 -n -- m ----- �Zp p ' D m / Cn \ --- / z / I Z x nm Z J c°� 3 O m 2 m wpm -- Nx OZp N — m�X o� I It EV' EV 0 \ \ \ 0j0 I\ 461 It Ln wo Ac�J1 � / I I I I II I I I w ` \ I, • JI I I I m n `I 00 I 96 .� 2 x 1 I I \ I I 1 I I l \ II I\ I I I 1 1 I I I It It • <' EQ No D \ \ 1 \ I I I I I I\ 1 I I I I I l If nmin.rM11 .ter.• �i '�.\ a \ Z \ f. „• I I I I I\ I I 1 I I I I II 46 �'\ . : •. I I I I I I I I I I I 1 I I \ .•4 \ �� 1 / I \ I I � II \ �..i. .�� �I \ I I I I I I I II ZZ2 I I II ' I Z C m I m K C) --I 20 \ z \\ �\ � \ I I I I I / r D \\ s Ohm C Ivm� \ I / , I I 1 / I I I 11 Fin m 0 \\\ InnZ Tmz q \ Co I y \ B3 \\ \I I I // / /I I I\ I 1 / 1 I 11 I II CD 11 co limp / II �I �im ( 1 \ C7CZ It \\ z m D / /' l it MW INK =I \ s \ rn n gs4 \ jp- I\ a I I I �! II 1 1 ■I I f\ I'�'__— / \ _— — \I 1 1 , / / IL- \ ,. \ m a ,uL"•,,,. I I A `9 1 1 I� I I // / / / I \ \\ II 1 I I // NVS ►\\ V ,I A�21 \ I \\ r X. I 1 1X. L 1 1/ — I —_ \ n + 1 v cn 1 a I / I \ \ 1 \ I \ o w �1 6bon w \ w I — m 2 2< wp \ • \ o \ \ 1 1 1 A I I m _ = 1— 1 -< m . rn D N rr 46 Tmz A W mPO I m v 1 1 \466 \ 11 1 —zpp ` 1 1 3 n X m I T r ra zIep O O I I m am ° n 1 1 \ r0>1cn to 1 -0 1\\ A \ \ o \{\ n w rr \ {I — 1 D \\MATCH t ESHEET C5,-1 n A 0 • • •• THIS DRAWING PREPARED AT THE C(0 T MMONS ROUP• • YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE �® t., (' c • 608 Preston Avenue, Suite 200 Charlottesville, VA 22903 (� �n err, TEL 434.295.5624 FAX 434.295.8317 www.timmons.com No _ RI O POINT m v N N DATE REVISION DESCRIPTION 0 Ln n o I C5 n z 0 v Nye �v z CO o COUNTY OF ALBEMARLE, VA ti D n o Z rrnn Z z N 1`dIt`IL��r w GRADING & DRAINAGE PLAN m `NJ ti A These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. P LTIi O,F.��i CRAIG W I. KOTARSKI Lie. No. 0402048507 02-07-22, n E 0 N OV N c C > E a E w LL LL o O O L M Q_ UC0 Z O D_N d NN V' W w M z 1-"x of 30UQ U w u x C N > z O_ xcv c ^ �_ N i v M Lu W J vi 0 O x C7 0 x F p3ap ' E41 - --------- ------ / ' ---- -- 457 — \ �� \\\ w H Q 4pAAp3 ' / SEDIMENT - _ - - - R - - - _ _-_----- -/ / / , , / / 45 460 ♦ o Q / i / FOREBAY GABION- ' S / 461462 ♦ r \" \ z ' / WALL ELEV.=A47.0' 463 v T \ 0 464465 \\ \\ \\ N n \\\ DATE > WRETENTION 2A- ' LEVEL _ _ - - - _ - / 467 \ \\ ti 0210712022 i!Qi % QR6 Rb� - - - _ _ _ / ' 804 \ \\ DRAWN BY U uJ 448 \\ \\ R. VAN NIEKER --� / ' _ - _ 450 451 .Z / _ \ \\ \\ \\ \ \ \\\ DESIGNED BY _ - ' I I \ a \\ \ \ / \ \\ •• J. DENKO —Z _ 455 456 SD CURB INLET W/MHD • CHECKED BY ' — 451 I 8 ;\ \ \\ \ \\ \ TOP=454.27' • C KOTARSKI INV. IN=449.87'15"RCP _ �• - ♦ \ \ \ \\ \ �� I INV.OUT=449.84' 15"RCP 459 I -------------- SCALE 1"=20' 1 Ph 1 CONNECTION AT ' _ _ MINIMUM 1%$LOPE. 1 EXCEP N 8; OWES OMMUNICA ONS Lo \ \ \ l A DR ORPOR ION \ BUILDING 9'' BUILDING 8 1 I - _ _I -' D8. 13P 352 \ : \' ,1, 70 I '� NOR / TYPE D _ _ TYPE D - - - I I — — SEE v r N— \ n C 0 y j -FFE=456.50' 1 _ - -FFE=459.23' 470 _ •FFE=469.88' FFE=467.1T � � 1 - 8" HDPE ROOF LE/�BEI� ' I 8" HDPE ROOF LEADER _ \ CONNE2ilON AT 1 471 8" HDPE ROOF-C�ADER \ \ ; � _ 'CONNECTION AT / —MINIMUM 1%SLOPE. 1 - _ _ C9NNECTIONAT MINIMUM 1%SLOPE. / / 1 - \ I \ \ A, ' I I i MINIMUM 1% SLOPE. 1 _ \ W Z SWK _ �^1 466.70' / / SWK I I \\ \\ \ \ / / , L.1. PVMT 220 i PVMT 469.47' ' ° ♦ 1 \ \� / / I _ _ < Ill 466.f9' — — —� 4467.63' ' i 468.88' _ � � � � � � � � �\� Q i V n 1 TC LLI fV 470.41' H� Z � SWK __-TC I I I I \ ` I O w Q 4 6.78' _ 467.8 ' 469.38' ' 469.6 TC I : 1 I I ' ^ m 470.76' o I ' I' ' Q cL _ EV EV / / EV EV TC Tc L 0 _ - - - TC 470.07' 470.15' .r \ ro TC 468.04' __ J- ` I^/ I I � � 1 / I Oil 06 I I I / i i � O �r'I� / 467.72' � Z ' TC TO/ I \ I I I / 470.56' 470.89'1 iA6� W W �3 n _ _ /�3 /�3 h I I PVMT _ PVMT L _= SWI 4K 67.13 TC SINK 84 TC 4 94 709 467 74' 468.52 6 5' SINK I SWK 4 I 470.07 �- _ \ \ SWK -.- 470.95' I I I \ 467.59' _ ��SWK - - - ' 1 �_z'_ 469.93' 1 1 470 I // TC BUILDING 7 1 8" HDPE ROOF LEADER BUILDING 6 / 463.13' TYPE B . I CONNECTION AT TYPE 0' — MINIMUM 1%SLOPE. FFE=468.15' 1 .: s " aFFE-470.50' JOB NO. _ 1 - - - - - - - ' 1 �. TC 46883 9.87' 46I I• 1• Ir man man Emu man � � man 1• _ >t 1. 1. 1. 1• >• >t >• >• >• >t 1• SEEMM aw mi aw aw m aw m >t 1• >t >t >t >t 1• t �� - 1 I SHEET NO. MATCHLINE SEE HEET C5.3 - - - - - „ - - C5.1 SCALE 1"=20' SHEET C5.0 SHEET C5.1_-�'� I/ MHD l I TOP=441.24' 0 20' 40'\@ _ l I INV. IN=429.86'24"RCP 1 BOT STRUCTURE=424.04' /-�- \\ \-/- 1p0x01 I I a SHEETC5.2 HEET .... SD FLARED END SECTION _—_---- - — - — - — -------— - — - — - — - — OUTLET=428.45' \ \ SD INLET W/GRATE Q o v \ \ TOP=446.25' _ —� \ INV.IN=432.05' 24"RCP \ SHEET 5.4 HEET C5.5 I / JOHN WARNER INV.OUT=431.80'24"RCP M------1 - - PKWY \\\ \ 1 EX CURB KEY MAP --- - ---III 1111,11p, \ -_---- \�- - --- - -- - ---- ./ ---- -/ _ ------I �� - -\ \ \ SD CURB INLET W /MHD------- - - PEP,M1DRAtV- ---------------------------- - - -_TOP-447.65' EASEMEILT---- =___-- N SEE VD-0 PLAN�— — — — — — INV. IN(S)=442.0515'RCP ----INV. IN(N)=433.70'15 RCP --- __ - - - - -INVOUT=433.65'15"RCP --_ - \ \\ ----- W- —' 6"MAPLE LL!T - ----- ----I - --------- --- - I - ' - J — — ♦ \\ / " a N f� L SHEET C5.0 HEET C5.1 �- ' �`� Tc ■ I I / _ _ SCALE 1"=20' / i I CD I MATCHLINE SEE SHEET C5.0 1 - 465.33' 1, _- 0 20' 40' �/ / '�� I ` �/ /` t �/ ` m t SO I= m SO ME m m m m I=1 I�LTiI O� L f'- 1 I \' SWK �>. PV 464.54'_I I � 9 ,�✓ i //�� 1 / 1 1 BUILDING/f iNo oan o4s o�r� / , � / / / / / / W / / / 463.22' / 1 / / 463.94' 1 1 TYPE :.a 2 'SHEET C5.2 HEET. / 02-0�- YY��/ / / / , W / I , / 1 'FFE=468.15' � 22 / 64 gIQNAL ' / ' /' �.- i a, _. �a'a'��•T� / / 1/ SWK a w / 1 BUILDING 10 464.4�/ 1 z TYPE B / 1 / ' 0 ❑ O ,' /' / / / / / D - ic5`� V. / , ). / / c .FFE=464.95' -f... •, .r cn E 12" HDPE ROOF LEADER / z / \ "1 y TC TC 0 0 / / ' / > _ , 464.22' 464.26 N CONNECTION AT , / / W / \ I rc SHEETC5.4 HEETC5.5 /' ,' / /I INIMUMI%SLOPE. / /'' '' ' I ' ` 1 : 464.1s' 464.32 > E a , sz' 1 N / W :N 3 -- - / U. TC as3ss' SAN 464.04� / v-SAN d O KEY MAP // ,' f'r.y// / /,' / /, / /// /// / ' / / , -FFE=451.00' /'-FFE=461.67' 462.39 ' 1 0 Mu / EASEMENT / C /Ws / ' / SwK / 463 /Tc u 461.58' / / _ / TC 463.60'1 TC ?' O U) w "463.46' OJC °i p 1-1 463.57' Q v ••y /Tc N > PVMT/463.00' - 36 mM awc I I I , / / / / / , / / / / / / / ' 461.05' / 1 , W W T m SWK as1.a2 I ` 234 / 1 / , / y / TC / ui 4149' \ / 62.45� 235 Tc A63.23 46 / �a: a, a: a, a: a, a>s /_. I TC \ 463.0 T9 463.34' / 46 .44' , ' / O BUILDING 13 \ TC z TYPE C O TC 462.90 TC _ / '! 461.65 / Tc , I I I r / / / / / / / / 1 I I / I T l - I '462.22' 1 / _ 4 1.39' / / , / > w w H ITc I I I I 1 1 /l /l /l I / 1 v 1 ". TC / TC / 462.12' / u'i Q 0 I I I / 461.28' / L r 461.99' , U I 1 ' / / f� ,' + BUILDING 5 w W DATE w o Z ... I I / I - .,:... .. Z w 02/07/2022 1 / I I D ,' ' TYPE B U > FFE=465.03' O w } DRAWN BY / e 8" HDPE ROOF LEADER \ 1 \ : / / z / / ' R. VAN NIEKER I I GONNECTION\AT \ 1 \ / U MINI UM 1%SLOPE. \ s l F / I I \ \ 1 \ / / ' Q DESIGNED BY r l l I I I I I I r \ \ � �" , l , l I I I 1 I I I I I ISEDIMENf � •' 1 1 1/ � \ \ \ \ \ / / , •• J. DENKO I I FOREBAY GABIPN 1 •. 1 8" HDPE ROOF LEADER I I WALL ELEV. = 44,5.0' \ _ CONNECTION A�T/ \ 1 8" HDPE ROOF LEADER 1 MINIMUM 1 /o SLOP. MINIMUM 1O SLOPE. o Y' 1 I I / 4: - 1 , / , / • CHECKED BY o ` \ 1 = / • C. KOTARSKI l I I I I I 1 h D = = h a, a, a: a, a: a: = a: a: a, >r� \ I I I 1 1 \ I I 1 Z .. Hi. 461.70' I I I I l ll I 1 I I I I I 1 i 461 '� \\\ 1 /' / Z • • SCALE I I I II 11 1 I I 1 11 1 \ \ \ \ \ / , / / N . ;:.-: s. • 1" = 20' I I 1 \\ \ 1 I 11 I col \ W- 460.33' ' `n I\ TCD ` D \\ \ j - _ BUILDING 11 ;/ rc rn� BIORETENTION 1A "It, z \ 210 w _ _ / 461.74' / LEVEL 1 \ \ 1 - - _ TYPE B Pv- \ \ . 1 .FFE=462.00'_ _ 460.99' 1 / d. \ FFE\449.49' \FFE=460.17' 1 _ _ ll�_ - _ _ _ _ / SWK 461 , l / / l / / , I 1 I I / \ \ \ \ :... _ - •' 1 - - - - - - - - - - 48 --- / a 461.07' _ • ' / Q > BUILDING 14 - - sWK _ 1 FTC TYPE C a59� _ _ aso.zs 46o99 Z 0 Q I > \ \ \ \ PVM 460.10' _TC_ 232 TC _ _ 1------- ---- ar, 231 so.a3' 2 -\\\ ^O w I 1 I I I // r I\ TC \ LL Q LL 460.03 i i' iTC 460.4 460.7 '- I SW - Q �2S 459.70 TC - _ - - .- TC \ 1 . I 1 - - - 4 9.99' TC TC \ V 460.18' I � I , I I / // // / -/ � _ _, � \\ I \\ \ \ � _ - ------ _- 460.0 460.11' /vs TC \ - � � �� Z TC" - _ _ _ O 460.84 \ \ � 49.95' U 459.8 1 \ TC / TC TC \ \\ Q 9.73^ �'n` / 460.48' 460.62' \ \ /TC \ -- - -- - - _ --- - \ \ \ I 8" HDPE ROOF LEADER - - - - - - 45 _ _ _ - ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 CONNECTION AT TC 459.39' - _ _ O \ \t \ \ \ \ \ \ \ \ \ MINIMUM 1% SLOPE. 1 459.00' ' - _ _ Tern / ' TC T ocd \ \ \ \ - - - - - - - - - - - - - - - - - - - - - _ - 5M42' 459.75'� r 9.94' \ \ 1 _ \\ \ \ \ \ \ \\ 45 oaf tea'=af=a! of al of=af=�saf! C_ 9.03' \ Tc 461. 9' \ 458 \ 457 456 _ \ \ \------------- \ 454 \ \ \-453 451 \ -- - - -- 450 \ JOB NO. _ 449 48 \ 46883 / / 447, \ SHEET NO. 446 445 - \ \ \ \ (,5,2 \ \ - - - - - - 444 \ - TC 459.06'e TC TC 4599y' . TC 460.09' \ \ �45 57'' I _ c a N e a m f� L .r - - - "1 - _ J \ I _ - - - - - - - _ TC MATCHLINE SHEET C5.1 / '1 \ SHEET C5.0 SHEET C5.1__�' M -M-M >_ >_ >_->_ >_ >_ _ >_ >_ >_ >_ >_ >_ >_ >_ >_ >_ � M =1 M M M M >_ M M M - _ "l. t ��% � PKL y / ■ 8" HDPE ROOF LEADER 1 I 8" HDPE ROOF LEADER BUILDING 6 _ _ /1cR t1G�ir .ter: zst� ■ BUILDING 7 1 - - , I I CONNECTION AT I I CONNECTION AT TYPE B I d I Lie. No. 0402048507 ' MINIMUM 1%SLOPE. TYPE B ; I MINIMUM %SLOPE.-vru.vu�I I \ I ��02-0 7-22 •FFE=468.15' 1 / - - 1 •• NI I \ II SHEETC5.2 III i r.�r.�r.� _ =art .r �=�r.�r.�r. t.� � �_���r.� r. r• r.�r• - � - _ \ 468.75' 68.88r- c- o E TC 469.52' -_ I h o . 69.86' I 'I \ O e N u •T _ _ _ _ - 1 I• - - J ,TC 468.93' Tc - - _ - - 806 4 5.5 _ 466.74' T� - - - - TC / 469.35' 1 \ II > E 466.85 - ' 68.09' sass' I 1 I SHEET 5.4 HEFT C5.5 TC 46 7 / \ 469.14' I\ \ H w N 3 _ - ( \468.58 TC ------ �.-. 465.40'� \ �w0 `m .LL ',. e4 -'--- 466 1 _ _ I\ 4s) - \ 468.49' .4s _ _ TC ti ¢w Uib z SA ss _ -SAN / - SAN - fS N - - SAN \ SAN - �8 as9AU 468.gp p° A66EXCtF T 46 1 406 I o O f - TC S KEY MAP o> o w H ST COMMUNICATIONS C TIONg65.15' �:I I m ^ 0- \ TC 468. _ EEVD LAN ,'II TC I SCALE 1"=20' z a u / -------------- - / / TC 4PG. 412 I as.as' 0U)x U TC 1 �OJ �¢ w / - _ - - / TC 467.87' 467.11' - 0 20' 40' Q � w 0 /n3 n3 - - 46 --TC ' n3 n3 \ \ 67. T2c J k \ 4TG TC fiZ57� 468.34' f `. 11 :I \ T66.13' i� = U O 465.47' i^ - PVMT 23S PVMT \ TC ,;-' x - 1 • ':•... \ I o N > 464.26' SWK _T _ - 466.28' / SWK 6748 468.10' \ I\\ M w 464.82' - - - - - - - 65.40' 6 466.86' Q TC % A05 \ IC 467.45' tl \ 'I A lO o H r.r•�r.� �r•��r• '�r•�=�r•�=� •�r.��=rt�r.� / SWK -�• ---..: -. �\ _ 1 II�� O I� SWK 464.69' 1 40, `\ I \ C I O I 1 n, Lo w i BUILDING 5 BUILDING 4 a s.7o' w ♦ TYPE B TYPE B `- Z , •FFE=465.03' �.•� •FFE=467.25' 1 a , 1 � 1 8" HDPE ROOF LEADER 8" HDPE ROOF LEADER 1 ' CONNECTION AT CONNECTION AT MINIMUM 1% SLOPE. MINIMUM 1%SLOPE. 1 ,; I � D • 1 n65 SCREENED PORCH y GQ - - _ - ' 'Aro �--__-- � AMENITY z \ I i I 1 1 \ wn 1 = _ 1 o \ w w w \ \ _ v�v z co :I �I o V) DATE 465.73' 0210712022 0 DRAWN BY •I �\ R. VAN NIEKER DESIGNED BY • J. DENKO II , • I' I � • CHECKED BY \ C. KOTARSKI I1 \ 1" = 20' �I • \\ �� O 1 A 1 I \ \ ' I TC TC L 1 1 I .2s 4 2 464 CENTRAL P SEDIMENT F GEPTI 464.39' 46 GI I\ \ - I •FFE=463.75' I 1 463 2 \ \ \ I 0' 462 461 SEA VDOI P . N \ II Z 1 1 \ \ PET SPA 1 n� 8" HDPE ROOF LEADER CLUBHOUSE I .15 aoo 460 r \CL \ c J rc r CONNECTION AT •FFE=466.20' 1 \ U I i \\ Q ' MINIMUM 1% SLOPE. 1 Z \ Ill !Ld CD MAIL 1 \\\ 463 I \\\ Z KIOSK & ` 1 \ { 600 '\ \ \ Q PACKAGE 1 _ 4 < \ I \ \ \ ~q z Z_ 1 ROOM 63 SWK _ SwK I 3 89 I 254 ' \\\ \ 602 O m Q \ Q \ { '" •.r_�' :•--. TO PVMT \. • :--.. TC SWK PVMT 295 62 1\ 463.46' SWK 463.34 \ 466.0 64.55' 463.63 •6 -•�.. 1 53 - ' TC 463.81' - - 1 TC \ 462.87 cl�Z 461.71' U D I \ 42.36' 1' -T\ \\\ U TC \ \ \ \ 46TC 1 1N Q 252 RIORETENTION 1r_. \ TC W LL \ N \ \ 462.57' ' I \ \ I._EVF_I. 1 1 462.14; c\\ !! I�''►► TC cli \ - 462 Sd w R P� \�ro`1' 461 98' 1 I \ \ \ I I \\\ 5' CURB UT � >- :,, I TC I ' \ \ � \ TC TC perry 5L46? 462.19' P \ 26 464.09' 461.75' -r. 460.07'I -.- _._._._.�.-._. I I 462 I I o l 461 Tc \ \ 2 459 460 RAVEL 4S6 uy 46 I s) 458 A d O 451 I 461 4& 457 \ \ 45 sT " I 460 454 455 456 AY GA ENT `\I II so 7 458 459 R NTI N \ 452 453 ELE .- 0' 2 6 i 456 457 V 1 \ \ 504 \ . \\ \_ 1 451 2 TEN 255 450 � 2 _ c I I \ \ � I roe N0. 449 46883 448- 446ow 445 SHEET N0. MATCHLINE SHEET C5.5 I 258 444 a5ss5 ! \� C5.3 • FFE=467.40' • FFE=467.40' BUILDING 3 (6) TOWNHOMES (3 STORY) •rrt=yoo.vv •FFE=466.40' \ •FFE=465.40' • FFE=465.40' \ c a 2 N R L F- S:\103\46883-Wetsel_Property\DWG\Sheet\CD\46883-103-05.0-GRAD.dwg I Plotted on 2/7/2022 11:12 AM I by Jessica Danko 0 Cn Cn N D o m N O A C2 /yam rn m Ch i � m M 0 i O O / a� 0 I r Milk M M M 1 1 1 1 1 J ' N C p � m m � rU 4 < / m00 izz / �: 41,m� O Q) / M' N 1 , I � I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I 1 \'I\ I /� \, i; // / \ I I, , x I I 1 tj ` I I , I m711 dS 1 I I 1 I I I / S� 111 1111 I1 11 III 11\ \\\ I ti� II II 1 I � III 1 1 II I 11 I / 1 \ 1 1 I � dS 1 1 I I 1 \ \ I > \ \ 1 1 I 11 1 1 11 1 \\ \ v \ \ 1 \ \ 1 1 1 1 1 1 1 I \ \ \ \ \ \ \ \ 1 1 1 1 1 1 \ Cb Av \� \ ti*4 \ V A A V A A \ \\ \\ \ r^` 0\\ () \ \ +Otis �/ N \\ \ \ \ \ CA) \ \ \ vJ \ O \ \ titi'- O\ N \ \ M 00 �\ \ . \ \ \ \ \ \ \ \ 'A, \ /Ln co _ II / �A CHLIISHEET C5.5 • / /' I p TIMMONS GROUP .•-':'•. m 0)O p o CO 0 W RIO POINT COUNTY OF ALBEMARLE, VA GRADING & DRAINAGE PLAN THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com DATE REVISION DESCRIPTION n rn 0 Ln >\ m Z O n O V p NJr M 2 z z Z N m m O p ONJ < O T { ti A These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F_ S:\103\46883-Wetsel_Property\DWG\Sheet\CD\46883-103-05.0-GRAD.dwg I Plotted on 2/7/2022 11:12 AM I by Jessica Danko MATCHLINE SHEET C5.4 , , ■ ' ' PEE I CA a Z /r 0/ fll / / P.^ ` Pl z OO�„cn z CC D Z 21 / / C/! m r rn 33 4474p39 P •.: . 3 4 2 44,5 �\ i 4$4— 454 A � \ \ 455 456 ` \ \ \ np •� \ \ o m � � / / 457 w -- \ / \ / �a �4 NV_ - \ 1 N NVS 0 'i ftaft _ m ftaftce U) T 1 OSOC_ A co ° u ` Cf) z V ` m arn rn\ 2 ftft 4 ` rn ° •' O `11 O� III T m \ \ • O U l m • A 4 OR\ A OAi M Vo J o 14, it --------- ----- oil ----- ------------ --- 1 D A/q0 CD M M N 0 1 A O T 1 /V < m m m 1 �I _ �T 1 A � FFMWMU O 1 m I f m 1 II N 1 q O 6 1 12 TIMMONS GROUP _ 44 n m 0 O Cn o CO O W RIO POINT COUNTY OF ALBEMARLE, VA GRADING & DRAINAGE PLAN 0000 THIS DRAWING PREPARED AT THE • • YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com A o DATE REVISION DESCRIPTION n ,C m o II N n O c Z vp D V O NJ M 2 m z z N m m O to < O m T { ON ti ANJ CO n c� O� I yw ^y N n \ y yg AV These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- S:\103\46883-Wetsel_Property\DWG\Sheet\CD\46883-103-C8.0-PROF_STORM.dwg I Plotted on 2/7/2022 11:18 AM I by Jessica Danko m + 4420 + A n O JO O WO 208: DI-3B 6 ft Throat STA 15+40.14 0 TOP 459.11 W ++ INV IN 451.28 (209) 0 INV OUT 451.18 (207) 100: EW-2 - 48" Pipe - 2:1 Fill Slope G 3: STA 10+21.25 TOP 414.86 N Q INV IN 409.53 (101) + n O o D r m M. °ham, �n o 210: DI-3B 6 ft Throat O 0 STA 16+56.96 N C. TOP 459.98 INV IN 452.44 (211) INV OUT 452.44 (209) 102: Cylinder + STA 11+41.87 0 o N°V OUT 4100.74 (101) + O v 212: DI-3B 4 ft Throat STA 17+88.64 + TOP 461.42 CD INV IN 453.86 (213) '� o INV OUT 453.76 (211) + A N CA O = 0 o 206: 24 x 24 inch Rectangular Structure rr O + N 0 STA 10+00.00 N TOP 458.47 CD n INV IN 450.71 (207) m > D INV IN 453.00 (221) INV OUT 442.34 (205) CD rn N 222: DI-3B 6 ft Throat o N STA 10+53.25 P 459.04 N �T7 NOV OUT 454.00 (221) 00 z N N < z i, 0 A rn x CO < p -I ( + cn G(] 0 �z �W O No rn rn O y rn r fn(n N IV W -Up= fT1 (70 �TT O OOA N � m m N o v o w��cn� N Ch I� N O 216: DI-3B 6 ft Throat STA 20+48.21 TOP 460.96 0 INV IN 456.70 (217) -n INV OUT 456.60 (215) M 0 0 N N + O O 218: DI-3B 6 ft Throat STA 22+39.99 TOP 464.97 INV IN 460.70 (219) INV OUT 460.80 (217) N w 0 0 m cn O O O < N O a g o' 200: ES-1 for 36 inch Pipe o D 0 STA 10+00.00 a a TOP 416.85 O A + INV IN 413.60 (201) -4°)? 0 :° 00 ((D - 202: MH-2 STA 10+59.01 TOP 429.07 INV IN 418.42 (223) A INV IN 419.30 (203) (+N» ov + INV OUT 418.42 (201) 0 0 N ON O+ 0 o m00 N D D r r m !?� jr Cn � O T� V w 0 O • • Z 0 r �m�m-m ITI 1"ODOz� „X„M m m DCn Zzz = o-- CQ � D A -- C� r -i -U z z D www0a CO Z^ (nrnaoO�N Cl) UJ V IV -0AA ^ (O to A A + l J N N N W N CD CD 4 (n r .W. .�.. (WO 4 N i D'' m" D Cn F m m cn �� m n Z n ,l o «<0yrn �l O A A (n A .Np 4 o, CD 4, A W O A N N A N 00 j v 00 A U1 0 W 11 7 (+n O ANON � O ZJ O U CD � � N 0- 0 (c n C r- d m n c D � m0 m THIS DRAWING PREPARED AT THE CO TIMMONS ROUP • •• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE®� t • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 �3 c)v TEL 434.295.5624 FAX 434.295.8317 www.timmons.com No � C) Tv n= o RI O POINT N m N O DATE REVISION DESCRIPTION ZY K) z COUNTY OF ALBEMARLE VA ° D m z 2 i ~F V p z CO o v m n° 2 0 m w o m `dtt`IL w 03 STORM PROFILESNj A -'00 o � 0 � o \ � � � 1 core \ O O \ a O N N Cn O Cn O Cn °moo 1 � oho' O r�Ti D °mom m p (OIi O CA O CNTi w A A CAT1 CA1i OAi (n o cn o cn o 441.2 \ \ � � � W 3_ w trn \ �� N � Zcri ;a ;a 'wOv!' DO \ � �m 444.9 a' m O m 0 o cAri o (�i, o � � N N W W A A (A71 CA71 O (n O Vt O Vt O (n O (n 440.4 � l S 6)'-0 �� �� \ 443.0 � � \ ��qT o / / / 441.3 I m Gzi 440.1 / I / 4375 � 430.9 / WSW / a 0 A ZO�w �(C\OT \ 433.E \ t7 m DO ov \ m0 � o 437. 1 \I I 4372 I 434.5 442.0 7SOOA� \ \ (n \ 448.0 o cn o cNri o (Wri o cAir o (n These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- S:\103\46883-Wetsel_Property\DWG\Sheet\CD\46883-103-C8.0-PROF_STORM.dwg I Plotted on 2/7/2022 11:18 AM I by Jessica Danko N 451.5 +° + o Cn O coil 228: DI-3B 6 ft Throat STA 12+28.07 N TOP 460.92 INV IN 450.00 (229) INV OUT 449.90 (227) o z z z-1 0 _ < < < 0 D O <O O Ozzt.�N .Zm7 '� �AA(OA IN� 256:DI-3A Aomo�W w n n STA 10+42.08 m c' 0 230: 24" Basin -Circular Grate rD. � PN 9.54 (257) N N O STA 13+06.13 m mINVa cn c) TOP 460.50 n N INV OUT 450.77 (255) v INV IN 450.87 (231) Cn � C 31 INV OUT 450.78 (229) C� O 258: 12" Basin - Circular Grate w o STA 10+99.00 D O TOP 456.00 232: DI-3B 6 ft Throat 1l INV OUT 451.44 (257) STA 13+81.67 TOP 460.32 m 0) o INV IN 452.96 (233) + INV OUT 452.86 (231) o n A O V O 226: DI-3B 6 ft Throat o (n o STA 10+00.00 TOP 461.28 INV IN 447.50 (227) INV IN 456.08 (241) N INV OUT 447.07 (225) U 234: DI-3B 6 ft Throat m O 0 242: 15" Basin - Circular Grate O STA 10+73.51 N STA 15+79.17 XI N (n TOP 462.73 TOP 462.36 n n N (M INV IN 457.77 (243) + INV IN 455.03 (235) + �0 0 � O INV OUT 457.67 (241) o INV OUT 454.93 (233) m m o _ N mO O I' II � Ln Cno Cn N y D 236: DI-3B 6 ft Throat r r STA 16+54.11 m !?� N TOP 463.41 O li' INV IN 455.86 (237) -n Q INV OUT 455.76 (235) - 244: 15" Basin -Circular Grate r STA 11+84.79 + m N TOP 464.06 o o INV OUT 460.00 (243) O r V IT1 N O 0 0 co o O 238: DI-3B 6 ft Throat STA 18+25.32 TOP 465.53 INV IN 460.61 (239) 0 224: Cylinder INV OUT460.51 (237) o STA 10+00.00 TOP 448.20 INV IN 439.64 (225) Cn NV IN 432.17 (249) INV OUT431.42 (223) +ou 0 0 O //�/ O VJ .� 250: 24" Basin -Circular Grate STA 11+28.82 TOP 456.00 + 240: DI-3 6 ft Throat m O N INV IN 449.60 (251) 0o STA 20+04.14 � N N INV IN 450.35 (255) TOP 468.84 Cn cn INV OUT 449.50 (249) INV OUT 464.17 (239) n n I D�cq r m !? N II II � + O 252: 24" Basin - Circular Grate N STA 12+13.30 C n TOP 462.52 INV IN 451.06 (253) INV OUT 450.96 (251) + `" O O W + O O 254: 24" Basin - Circular Grate STA 13+28.58 TOP 461.00 INV OUT 453.37 (253) A A 0) + O O O Cn A O 0 J O 202: MH-2 (n o STA 10+00.00 TOP 429.07 INV IN 418.42 (223) INV IN 419.30 (203) • • Z OINV OUT 418.42 (201) O N ,mcnm-m 224: Cylinder Iv 0 D 0 _ STA 10+58.37 TI Z0 M .a m TOP 448.20 m m A A O INV IN 439.64 (225) m D W N (n INV IN 432.17 (249) r = n CO J INV OUT 431.42 (223) C 07 (n D 11 DD o Ci D mm O 00 Z N C C 4 Q 226: DI-3B 6 ft Throat m Cn STA 11+35.69 Cn r C Cl) TOP 461.28 � L m L �j INV IN 447.50 (227) D O INV IN 456.08 (241) D (n n INV OUT 447.07 (225) m m Cn r m m+ =m c) 0o D C7 -n z n m 228: DI-3B 6 ft Throat - O STA 12+28.07 O A TOP 460.92 O N INV IN 450.00 (229) r + Cn o INV OUT 449.90 (227) U) c> D r mo 0 THIS DRAWING PREPARED AT THE CO TIMMONS ROUP 0• •• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE®� t • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 �3 c)v TEL 434.295.5624 FAX 434.295.8317 www.timmons.com No � C) Tv , C) _ o R I O POINT N m N O DATE REVISION DESCRIPTION ZY�� z COUNTY OF ALBEMARLE VA it D m Om z 2 i ~F V ►>, z CO o m n m Z o R1 O m V1 w STORM PROFILESNj � A o o/ o o cAi, cc"n col, 450.2 �Aao \ 1I 'pON O o I m0 \ 453.3 JN N 453.E � ' m O o � m l7 \ 457.E n O � \ Z O \ 463.7 \ fJD \ � = O W o p � 466.8 m � � � 469.1 \ z / 469.8 (p�oow �x� / 4673 Opp p / r7�rn / D �m / A / 464.9 � / N N 462.5 ZstOi� 461.2 461.3 I w !1 l/ � � D 1 � Om� D Is�i_ 463.0 0 463.2 465.3 o cAi, o col, o col, o o cAri o c�ir o 454.5 � (n (� (T N D (55n Z �_� � N op zr��, -'�rn� 455.9 \ CPS c^ 1 op o m �� �D� DO �� mZ m0 O A A CA O UAi OAi 17 o cn o cn o A � U m � (Tl O Ur O 452.7 � 455.4 O \1 456.7 1 � °mo oo�hW 4575 � � � m O mZ O cAi, o col, o col, Cl)W W A A 6A7'i cA71 T O CT O cT O cT m O 0 � Cl) r p z � m L7 107 0 D Cn \1 m o �8y20 7� p 'c 0 I I \\ � o s m T 0 \ n � � D � n O � vOim� D O�<^� y N= O'aOw c„ �D w zm � OAo a`mT I A W A W A T A A A A A fT A fT o (T O CT O CT O A_ A N .14. W W A A CA1r CAT � O fT O fT O U1 O U1 O U1 O 443.9 449.8 ?3 � 36„ 'OF o �??, AE In � � 1 O 451.E � 0 4526 � W N � N Z�� I O� O o m� � p � mZ 451.5 O / C A A A A A A A A 450.2 o cn o cNi, o vWi o vAi coil o These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- S:\103\46883-Wetsel_Property\DWG\Sheet\CD\46883-103-C8.0-PROF_STORM.dwg I Plotted on 2/7/2022 11:18 AM I by Jessica Danko o ro th + + A O p O)j o O 0 700: ES-1 for 18 inch Pipe o 204: MH-2 o+ STA 10+00.00 0+ STA 10+00.00 x O TOP 441.17 O TOP 443.39 m -4 INV IN 439.50 (701) INV IN 438.14 (245) A N O 702: 24" Basin - Circular Grate INV OUT 435.79 (203) INV IN 436.29 (205) n n O STA 10+35.36 D D TOP 446.00 m m (n INV OUT 441.50 (701) l i 'o O V) N o + A m p N 246: 18" Basin -Circular Grate STA 11+25.30 w o N O TOP 445.15 90 n n INV IN 438.87 (247) ^' o � INV OUT 438.77 (245) o rn nl Cn m .-� Z in II II m < _ �� o_ A Z rn O O o rnOD°° + O�o� 00 O A + 3 00 V O � _ Cm0'O V O CD O + 0 Co 802: 15" Basin - Circular Grate STA 12" Basin -Circular Grate STA 10+16.38 STA 12+50.62 TOP 444.00 TOP 451.69 INV OUT 439.50 (247) INV IN 446.43 (807) INV IN 446.43 (803) INV OUT 446.33 (801) w 0 0 + A O + O O n A O V (n N + 0 0 400: ES-1 for 18 inch Pipe o STA 10+00.00 TOP 460.88 INV IN 459.50 (401) 402: DI-3B 6 ft Throat STA 00 TOP 64.26 1 O INV IN 459.86 (403) O INV OUT 459.76 (401) <x0w O+ �; A N CD n CO o D > 804: 15" Basin - Circular Grate < x m m STA 13+31.58 m 0 � 00 TOP 466.71 N O IL O INV IN 459.15 (805) Cn O o O INV OUT 457.71 (803) y y + T mm 00 O p II cn � o_ -n + 404: DI-3B 6 ft Throat o N STA 11+92.12 O o TOP 466.67 m O INV IN 460.73 (405) INV OUT 460.63 (403) 10 O + 0 0 406: DI-3B 6 ft Throat STA 13+28.88 TOP 465.26 Cl) cn INV OUT461.41 (405) 0 rn 0 o + A O V 0 806: 15" Basin - Circular Grate 0 500: ES-1 for 15 inch Pipe STA 16+58.63 0+ STA 10+00.00 TOP 466.91 457.69 INV OUT 462.42 (805) 0 INV IN 456.03 (501) A O Ft � 502: DI-3C 6 ft Throat o < x STA 10+37.36 O O TOP 462.69 N INV IN 456.29 (503) n n INV OUT 456.19 (501) r-� + mm o31 (r II II O + 0 0 o fi T 0 802: 15" Basin - Circular Grate 504: DI-3B 6 ft Throat (n o STA 10+00.00 O STA 11+37.91 TOP 451.6. NOP 462.77 V OUT 456.89 (503) INV IN 446.43 (807) co INV IN 446.43 (803) m OINV OUT 446.33 (801) N A N V + o < xp O 00 CD o m X ''^^ r^ A N Cn V J 0 Q) yy T�T + Z_ 00 r m N O < Z w m .. O < n p 00 C - O -I II II � Z rn nCY) al �o O co$oy0 O E O (.7 A -0 J iv CD o m P m < 0 O o 600: ES-1 for 15 inch Pipe O rD m A o STA 10+00.00 (n TOP 460.88 CO n n INV IN 459.50 (601) D m N 810: 15" Basin - Circular Grate m + STA 11+97.06 m " o O O TOP 453.12 n li INV OUT 449.00 (809) ei o O 602: DI-3B 4 ft Throat N STA 10+54.40 TOP 463.06 A INV OUT 459.77 (601) O + lal O A O • • Z �+ + U O '1 O A r cn D Cn Cn Cn Z m m D71mm71mm zCCt)MC � �cM�cm= pD m m D m m moo -1p � O D0 D� v m �7 0 Cn m o THIS DRAWING PREPARED AT THE C " TIMMONS ROUP• •• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE®� t • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 �3 c)v TEL 434.295.5624 FAX 434.295.8317 www.timmons.com O No C) Tv n= o R I O POINT N m N O DATE REVISION DESCRIPTION ZY�� z COUNTY OF ALBEMARLE VA ° D m z 2 i ~F V Iv z CO o v m n o Z o m w do m .P*1 w STORM PROFILESNj � A N W W A A CA71 CA71 cT O (n O V1 O (n tia _ 6, Ate n � j�n1 � DO mZ m0 O � m 0 � cNii o cWir o� o coin o� cAir o con o coil o 456.E ��rn s'wo \ �m 0 � 459.4 1 459.9 I � I ;U V) � 1 m 0 I 460.5 W Cl)W A A CA1r CiAi OAi (r O Cn O U O 458.E 456.1 �Z Ce / :o .� ' J 45Z9 'T1 / / � ° 44s.o m � N N=� o � O a A � � � A O A � A O O CJI W Cl)W A A 6A7�i cA71 O V1 O t,71 O t,71 A N o \ T D O � o O m m � 0 o a N N N rm7� O m O O 'o m \ O O a° W W A A CAn CAn O (n O CT O CT A (A1i CA71 � � V Ul O t,71 O t,71 O ox�p °mo V= A 1 oxA� TI CT � N �mo �m0 o e O A 1 \ ?� jl � omo \ � Cn A A A A A A cAn o col, o col, o �A A CAii CA T � o cn o cn o cn 458.5 �xrn-� m o 459.3 v7 � �� �0 � Ox' m� 460.8 �� -G' p m O 1 mZ O A A CAi� CAn � OAi o v, o 0 0 0 A CAJ� CA7i T T V V1 O t,71 O t,71 O 460.3 \rl = O O �m0 462.1 N � ? O �m0 m 0 m (An O C�11 O Co11 0 O These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 200 416.85 426.08' ES-1 for 36 inch Pipe 202 429.07 10.90' MH-2 204 443.39 7.85' MH-2 206 458.47 16.30' 24 x 24 inch Rectangular Structure 208 459.11 7.93' DI-3B 6 It Throat 210 459.98 7.54' DI-3B 6 It Throat 212 461.42 7.83' DI-3B 4 It Throat 214 460.51 4.48' DI-3B 6 It Throat 216 460.96 4.53' DI-313 6 It Throat 218 464.97 4.44' DI-3B 6 ft Throat 220 467.98 4.11' DI-3B 4 It Throat 222 459.04 5.20' DI-313 6 ft Throat 224 448.20 17.03' Cylinder 226 461.28 14.21' DI-3B 6 It Throat 228 460.92 11.19' DI-3B 6 It Throat 230 460.50 9.89' 24" Basin - Circular Grate 232 460.32 7.46' DI-3B 6 It Throat 234 462.36 7.43' DI-313 6 It Throat 236 463.41 7.65' DI-3B 6 It Throat 238 465.53 5.19 DI-3B 6 It Throat 240 468.84 4.84' DI-3B 6 ft Throat 242 462.73 5.06' 15" Basin - Circular Grate 244 464.06 4.06' 15" Basin - Circular Grate 246 445.15 6.38' 18" Basin - Circular Grate 248 444.00 4.50' 12" Basin - Circular Grate 250 456.00 6.67' 24" Basin - Circular Grate 252 462.52 11.68' 24" Basin - Circular Grate 254 461.00 7.76' 24" Basin - Circular Grate 256 459.54 8.87' DI-3A 258 456.00 4.56' 12" Basin - Circular Grate STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 100 414.86 425.37' EW-2 - 48" Pipe - 2:1 Fill Slope 102 418.00 7.82' Cylinder STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 300 414.38 435.03' ES-1 for 18 inch Pipe 302 453.81 14.73' DI-3B 4 It Throat STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 400 460.88 467.64' ES-1 for 18 inch Pipe 402 464.26 4.63' DI-3B 6 It Throat 404 466.67 6.20' DI-313 6 It Throat 406 465.26 3.85' DI-313 6 It Throat STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 500 457.69 ES-1 for 15 inch Pipe 502 462.69 6.67' DI-3C 6 It Throat 504 462.77 6.05' DI-3B 6 It Throat STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 600 460.88 ES-1 for 15 inch Pipe 602 463.06 3.41' DI-3B 4 It Throat STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 700 441.17 3.67' ES-1 for 18 inch Pipe 702 446.00 4.67' 24" Basin - Circular Grate STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 800 447.67 ES-1 for 18 inch Pipe 802 451.69 5.36' 15" Basin - Circular Grate 804 466.71 9.00' 15" Basin - Circular Grate 806 466.91 4.49' 15" Basin - Circular Grate 808 455.67 7.29' 15" Basin - Circular Grate 810 453.12 4.12' 15" Basin - Circular Grate STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 101 48" 102 - 100 410.74 409.53 1.00% 120.62 LF 48 inch RCP STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM DOWNSTREAMINVERT INVERT SLOPE LENGTH DESCRIPTION 201 36" 202 - 200 418.42 413.60 8.18% 59.01 LF 36" HDPE 203 30" 204 - 202 435.79 419.30 4.19% 393.56 LF 30" HDPE 205 24" 206 - 204 442.34 436.29 15.00% 40.31 LF 24" HDPE 207 24" 208 - 206 451.18 450.71 1.00% 47.25 LF 24" HDPE 209 24" 210 - 208 452.44 451.28 1.00% 116.82 LF 24" HDPE 211 18" 212 - 210 453.76 452.44 1.00% 131.67 LF 18" HDPE 213 18" 214 - 212 456.20 453.86 1.00% 234.12 LF 18" HDPE 215 15" 216 - 214 456.60 456.30 1.18% 25.46 LF 15" HDPE 217 15" 218 - 216 460.80 456.70 2.14% 191.78 LF 15" HDPE 219 15" 220 - 218 464.00 460.70 1.60% 206.10 LF 15" HDPE 221 15" 222 - 206 454.00 453.00 1.88% 53.25 LF 15" HDPE 223 36" 224 - 202 431.42 418.42 22.28% 58.37 LF 36" HDPE 225 30" 226 - 224 447.07 439.64 9.61 % 77.32 LF 30" HDPE 227 30" 228 - 226 449.90 447.50 2.60% 92.38 LF 30" HDPE 229 24" 230 - 228 450.78 450.00 1.00% 78.07 LF 24" HDPE 231 24" 232 - 230 452.86 450.87 2.63% 75.54 LF 24" HDPE 233 24" 234 - 232 454.93 452.96 1.00% 197.50 LF 24" HDPE 235 18" 236 - 234 455.76 455.03 1.00% 73.19 LF 18" HDPE 237 15" 238 - 236 460.51 455.86 2.69% 172.95 LF 15" HDPE 239 15" 240 - 238 464.17 460.61 2.01 % 177.08 LF 15" HDPE 241 15" 242 - 226 457.67 456.08 2.16% 73.51 LF 15" HDPE 243 15" 244 - 242 460.00 457.77 2.00% 111.29 LF 15" HDPE 245 15" 246 - 204 438.77 438.14 0.50% 125.30 LF 15" HDPE 247 15" 248 - 246 439.50 438.87 0.50% 125.32 LF 15" HDPE 249 18" 250 - 224 449.50 432.17 13.45% 128.82 LF 18" HDPE 251 18" 252 - 250 450.96 449.60 1.61 % 84.48 LF 18" HDPE 253 18" 254 - 252 453.37 451.06 2.00% 115.28 LF 18" HDPE 255 15" 256 - 250 450.77 450.35 1.00% 42.08 LF 15" HDPE 257 15" 258 - 256 451.44 450.87 1.00% 56.92 LF 15" HDPE STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 301 15" 302-300 439.24 413.00 15.00% 174.94 LF 18" HDPE STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM DOWNSTREAMINVERT INVERT SLOPE LENGTH DESCRIPTION 401 15" 402 - 400 459.76 459.50 0.69% 37.71 LF 15" HDPE 403 15" 404 - 402 460.63 459.86 0.50% 154.42 LF 15" HDPE 405 15" 406 - 404 461.41 460.73 0.50% 136.76 LF 15" HDPE STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAMSLOPE INVERT LENGTH DESCRIPTION 501 15" 502 - 500 456.19 456.03 0.44% 37.36 LF 15" HDPE 503 15" 504 - 502 456.89 456.29 0.59% 100.46 LF 15" HDPE STORM PIPE TABLE UPSTREAM DOWNSTREAM PIPE # DIA FROM - TO SLOPE LENGTH DESCRIPTION INVERT INVERT 601 15" 1 602 - 600 459.77 459.50 0.50% 54.40 LF 15" HDPE STORM PIPE TABLE PIPE# DIA FROM -TO UPSTREAM DOWNSTREAM SLOPE LENGTH DESCRIPTION INVERT INVERT 701 18" 702 - 700 441.50 439.50 5.66% 35.36 LF 18" HDPE STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM DOWNSTREAMINVERT INVERT SLOPE LENGTH DESCRIPTION 801 18" 802 - 800 446.33 446.00 2.00% 16.38 LF 18" HDPE 803 15" 804 - 802 457.71 446.43 3.58% 315.20 LF 15" HDPE 805 15" 806 - 804 462.42 459.15 1.00% 327.05 LF 15" HDPE 807 15" 808 - 802 448.38 446.43 1.14% 170.81 LF 15" HDPE 809 15" 810 - 808 449.00 448.48 2.00% 26.25 LF 15" HDPE SANITARY STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION EX1 371.38 9.94' Cylinder 1 368.22 4.55' Cylinder 2 377.92 10.04' Cylinder 3 394.04 19.58' Cylinder 4 429.13 16.81' Cylinder 5 447.99 16.33' Cylinder 6 457.49 16.00' Cylinder 7 460.89 18.77' Cylinder 8 464.50 21.34' Cylinder 9 463.19 18.96' Cylinder 10 465.73 20.33' Cylinder 11 468.16 21.54' Cylinder 12 463.63 15.77' Cylinder 13 456.61 7.03' Cylinder 14 455.82 4.69' Cylinder 18 450.41 8.11' Cylinder 19 454.58 11.42' Cylinder 20 458.67 11.18' Cylinder 24 450.76 7.06' Cylinder 25 449.23 4.19' Cylinder 29 461.08 6.52' Cylinder aan [300: ES-1 for 18 inch Pipe STA 10+00.00 TOP 414.38 INV IN 413.00 (301) SANITARY PIPE TABLE PIPE NAME SIZE LENGTH SLOPE BEARING 14-13 8" 60.15 LF 2.23% N40 43' 43"W 13-12 8" 312.36 LF 0.50% N250 02' 05"W 11-10 8" 209.60 LF 0.50% S660 25' 59"W 9-8 8" 174.09 LF 0.50% N230 34' 01 "W 8-7 8" 167.78 LF 0.50% S660 25' 59"W 7-6 8" 85.10 LF 0.50% N490 53' 24"W 6-5 8" 88.52 LF 0.50% S660 34' 53"W 5-4 8" 301.95 LF 6.23% S660 11' 13"W 4-3 8" 212.22 LF 11.00% S350 56' 41"W 3-2 12" 219.39 LF 0.50% S180 43' 55"W 2-1 8" 267.94 LF 1.49% S270 58' 58"E 1-EX1 8" 31.04 LF 7.27% S450 13' 57"W 29-9 8" 179.62 LF 0.73% N230 34' 01 "W 25-24 8" 229.66 LF 0.50% N230 34' 56"W 20-19 8" 285.51 LF 0.50% S660 25' 59"W 19-18 8" 131.76 LF 0.50% S650 33' 48"W 18-6 8" 103.93 LF 0.56% S350 55' 26"W 24-5 8" 264.67 LF 0.99% N230 34' 56"W 10-9 8" 209.60 LF 0.50% S660 25' 59"W 12-11 8" 199.65 LF 0.50% N230 34' 01 "W 302: DI-3B 4 It Throat STA 11+74.94 TOP 453.81 INV OUT 439.24 (301) aan 455 455 EXISTING GRADE 450 450 / 445 445 PROPOSED BADE 440 440 SL-1 435 435 430 430 425 M OQk, O 425 420 420 415 415 410 410 9+50 10+00 11+00 12+00 STR 300 - STR 302 13+00 0 50 PROFILE SCALE NOTES: • INLET SHAPING (IS-1) IS SPECIFIED FOR ALL STRUCTURES • SAFETY SLABS (SL-1) ARE SPECIFIED FOR STRUCTURES TALLER THAN 12-FEET «CRMGW J.KOTARSKI Lie. No. 0402048507 02-07-22, am O ce t7 w H DATE 0210712022 DRAWN BY VAN NIEK DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1 " = 50' Uj J m Q LLJ 06 > LU z_� I --I < U O w m Q u- O O C0 O Q U z Q 06 G O I - JOB NO. 46883 L HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 SHEET NO. C8.3 F- S:\103W883-Wetsel_Property\DWG\Sheet\CD\46883-103-C7.4-PROF_UTIL.dwg I Plotted on 2/7/2022 11:19 AM I by Jessica Danko 0 + A + 468.3 O v O (I1 P N O A + + O O 0 O N cn O + 0 0 O N N + + O 0 0 0 D m TI N N J cD ro " Z m x 15, A0 j N 00 O n� r m m r + co II I� m + O O 00 O O m N + CID + + O 0 0 002 w o + + m o 0 0 0 2 M 0r N oo n Z yDm r mm� n T�T cn q N W O J + O o � o o r m rj W J +� N P O + 0 O O co A O O N o o + O 00 oo C + + C o 0 D m x �° r �� ZCD yD mnn r N I I N N O O 'v o O n r m 17 W N + N 0 0 0 _ A A N + w o + 0 0 0 N A O CA + O 0 � O O m r m n D r mo 0 THIS DRAWING PREPARED AT THE C0 TIMMONS ROUP • •• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE®� t • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.296.5624 FAX 434.295.8317 www.timmons.com No vt n= o R I O POINT N m N O DATE REVISION DESCRIPTION ZY�� M � z COUNTY OF ALBEMARLE VA ° D � m Om z 2 p z CO o v m n p 2 0 m w o m `dtt`IL w UTILITY PROFILESNJ � A W .Ap (n O CT1 O CTI O (JI I O 8"x8"TE 468.6 I / 468.5 On / 464.4 Z A N / O r p / Z n / p � m� mZ 458.7 r v7 452.3 / 90° BEND / 1 450.9 1 451.2 I I �o �o / m p 449.3 90° BEND / \ \ 453.3 O� \w 459.3 �� 3 Z 461.9 465.1 lI � O � O 468.7 90° BEND A I 470.E J � u0i r� O A / 470.8 < 468.7 CONNECT TO ROPOSED 8" ATERLINE 8" x 8" TEE W AA A AA A CAir 57t OAf 07 J cn O (T O (T O fT O A A cA1i cATI m O Cn O CT� O 457.5 CONNECT TO ROPOSED WATERLINE 8' x 8" TEE I 456.5 O O Ov D1 I A ' I m to o 456.2 457.5 ©_� 1 m z � Ox �N � pZ G> p m 460.4 c m n 'J 1 r m 22.5° BEND 1 / 460.1 i 454.0 45° BEND � 8x6 REDUCER / 45° BEND � O IF EXISTING ONNECT TOR COMMONS WATERLINE OR TUB FOR FUTURE EXPANSION A A U CA71 � O CT O Gt O W A .AA (ATi N OAi OAi V G1 O Cn O CT O CT O 462.5 TIE TO 18" W ERLINE ON R O ROAD EAST 18" x 8" TSV / / 460.7 / / l / / 459.4 N A (n D / cOnm� 458. 1 � OAS D I I 90° BEND I 457.7 458.2 00 O A I 0 453.7 '� � 1 p � Z 'I � � p =t5? I On Z D � 460.9 v, � N Zn m -� 1 m tOi�m� zm� 465.8 469.2 472.9 90° BEND w 1 473.7 � 473.3 I I 473.0 I I I I 1 I / I 1 I 472.0 471. i / / 469.7 I I �� I O � mZ 469.2 N I O _ I D 1 cO�nm� I D 468.4 OA� I I / 4671 / 465.5 4627 / 90° BEND 462.3 w rn \ 464.4 466.9 1 \ 468.3 cW» o cAn o o Icon o These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. STA 10+31.04 N, TOP NZ INV IN 363.92 (2 1) 1 5p LT7F7 °F� INV OUT 363.72 (1-EX1) STA 10+00.00 Q CRAI"G"WCl rfff��. KOTARSKi � TOP 371.38 EX1 STA 12+9g.9g 2 STA 15+18.36 3 0 Lie. No. 0402 -207 02-07-22e INV IN 361.47 (1-EX1) TOP 377.92 TOP 394.04 INV IN 373.41 (3-2) INV IN 389.48 (4-3) 0 50 INV OUT 367.92 (2-1) INV OUT 374.50 (3-2) PROFILE SCALE 400 400S p NAIL, �Cs 475 475 M E 0 N OV N C > E w Li E �. -5 3 a a o 2 O L M Q� U°0 Z w J -vn O INV IN 442.3b (8-f) VI NN d C7 W a K 2i 0 ) X J Q w o¢ D o U)= CN z =c>>� O_ c ^ �_ N LU M LU a� W J vi O x c� x 0 w w w Q z O U7 DATE > � 0210712022 0 DRAWN BY R. VAN NIEKER • DESIGNED BY • J. DENKO • CHECKED BY C. KOTARSKI • • SCALE 1 " = 50' 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 • STA 20+32.53 SWRR EX10 TO 3 PROFILE TOP 447.5) 5 HORIZ SCALE: 1"=50' INV IN 441.08 (6-5) VERT SCALE: 1"=5 INV IN 441.08 (24-5) STA 25+48.02 25 INV OUT 431.81 (5-4) TOP 449.23 460 INV OUT 445.05 (25-24) 460 Q U) > w zJJ �Q� zO 0 LU m Q LL OO }264.67' Of J_ IN O 0 9+50 10+00 11+00 S S W R 5 T O 2 5 PROFILE 14+00 15+00 15+50 16+00 17+00 18+00 19+00 S S W R 4 TO 7 20+00 PROFILE 21+00 zz+oo 23+00 23+50 - JOB NO. HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' 46883 VERT SCALE: ,"=5 VERT SCALE: 1"=5 so SHEET NO. C9.1 x 395 390 385 I I 385 380 � 380 EXISTING 375 GRADE 375 3-2 219.39' OF 12" Ductile Iron / 0.50% 370 / 370 365 2-1 365 267.94' „ Ductile Iron �^ �1.49/0 \ 360 360 355 355 STA 22+06. TOP 450. 470 470 STA 22+06.15 7 TOP 460.89 465 -46 / INV OUT 442.15 (7-6) / STA 21+2 � .05 .49 6 TOP 45 NV IN 441.72 (-6) � 460 INV IN 441.72 (1 -6) 460 INS OUT 441.52 ( -5) PROPOSED � GRADE STORM CROSSING / 455 / 455 / STA 2 +32.53 5 / TOP 447.99 / INV IN 441. 8 (6-5) / INV IN 441.0 (24-5) / 450 450 445 � 445 8-7 I 7-6 167.78' F 44p 6-5 5.10' OF g" Ductile Iron 440 g" Ductile 8" Ductile Iron � 0.50% 0.50% 435 435 / STA 17 30.58 4 TOP 29.13 EXISTING \ INV IN 413. 1 (5-4) GRADE / INV OUT412. 1 (4-3) r 430 � 430 425 425 \o�o 420 3019GU� 420 4i i f 415 415 410 410 405 405 40 400 395 395 390 390 385 385 m v co CO �n co M M N co h N � N of co c� M � M N of h u �n co coo cep N N v v L v TOP 464.50 8 INV IN 443.39 (9-8) INV OUT 443.19 (8-7) 440 23+50 J IA cyTO/.cJ JIAJITOO.O/ TOP 463.19 9 TOP 465.73 10 TOP 468.16 11 TOP 463.63 12 INV IN 444.36 (10-9) INV IN 445.61 (11 -1 0) INV IN 446.86 (12-11) INV IN 448.05 (13-12) INV IN 453.26 (29-9) INV OUT 445.41 (10-9) INV OUT 446.66 (11-10) INV OUT 447.85 (12-11) INV OUT 444.26 (9-8) \ EXISTING / / \ GRADE 6" WATERMAIN CROSSING f- 10-9 9-8 209.60' OF 1 4.09' OF g" uctile Iron 8" DU He Iron @ .50% 0.50% 24+00 25+00 26+00 27+00 \ 15" STRM CROSSING 6" WATERMAIN CROSSING 28+00 29+00 30+00 SSWR 8 TO 14 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 12-11 199.65' OF [)"Ctlle Irr @ 0.50% 31+00 PROPOSED GRADE i 6' ' WATERMAIN 15" CROSSING STRM CROSSING 13-1 312.36' OF 8" DUCtilf Iron @ 0.5 % 32+00 33+00 STA 25+48.02 9 TOP 463.19 INV IN 444.36 (10-9) INV IN 453.26 (29- 1) INV OUT 444.26 (9-8) 6 STA 21+21.05 STA 23+73.93 TOP 457.49 TOP 454.58 19 INV IN 441.72 (7-6) INV IN 446.07 20-19 STA 28+49.31 20 INV IN 441.72 (18-6) ( ) TOP 458.67 INV OUT 443.16 (19-18) INV OUT 447.49 (20-19) \ are INV OUT 441.52 (6-5) aaF AM STA 21+21.05 TOP 450.41 442.50 18 EXISTING GRADE INV IN (19-18) 460 INV OUT 442.30 (18-6) i 460 / PROPOSED F`\/ GRADE / 455 455 \ILr 450 liv 450 \ \ 15" STORM 1' CROSSING -- 2 9 445 285.51' OF 445 8" PVC _ @ 0.50% k==HE 19-18 18-6 131.76' OF 440 103.9T OF g" PVC 440 ulull U.50% @ 0.56% 435 435 430 1 1 430 V 7 V �f tl V R V V V 7 9+50 10+00 11+00 12+00 13+00 14+00 SSWR 6 TO 20 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 TOP 455.82 14 INV OUT 451.16 (14-13) STA 34+79.23 13 TOP 456.61 \f INV IN 449.82 (14-13) INV OUT 449.62 (13-12) r 34+00 GRADE 18" 29-9 179.62' 8" PV @ 0.7(' 4 35+00 Erg El 29 TOP 461 A7 INV OUT 454.56 15+00 15+50 9+50 10+00 11+00 12+00 SSWR 9 TO 29 PROFILE HORIZ SCALE: V=50' VERT SCALE: 1 "=5 0 50 PROFILE SCALE CRAIG W I. KOTARSKI Lie. No. 0402048507 M E 0 N OV N c Q O > E W L E �. QU. " 3 a U. o Q� UOp W J -N i O MM M. N N N 7 Z H Y 3x �i oa �v U) _ N = U > Q c a, O N � M W J O W ui 0 0 x c� 0 x 0 W w_ x z O u) 7 O w a 0 DATE 0210712022 DRAWN BY VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1" = 50' > w z W J J Q _ O L W O CD Q LL O0 � � J O JOB NO. 46883 SHEET NO. C9.2 h io EL a m R 0 0 s 3 a D 00 o a0 2N 00 a �w E o a � a� om a 0 Z. 0. M $ p � 0 o L o .§ n 0 m 2 Y V = X 0 L U 2 c '0 0 m 0 E o 8 � o � a � �a 10 a 0, m o � U h U C U 5E h l t E F_ L S:\103\46883-Wetsel_Property\DWG\Sheet\CD\46883-103-C8.0-SPSIGHT.dwg I Plotted on 2/7/2022 11:20 AM I by Jessica Denko A O O A + a O + 0 O Can m m V Ch O (n O 0x \ Wm 1 u O m OU) w m Cn I m G� II II A II p 0 V7 � 7' y ° 0 ri I (I �I m m0 I n � I w0 (n m A A A A (fin O (On O A A A A can 'O Corr O � m= p C) u O W T / I CID 0 O O .Z7 It I V7 0 Dp O I mo 1 I I I 1 I I m 0 I II --I w O V m ? A A A Cn O O V O r� T A '.Jrr A V :n mo A 0 m r- m U) 0 D r Cn mo Ev IEvIWA& onIE1 0INMEN TIMMONS GROUP .•-':'•. 0 J _ m O �z COo 0 .0W RIO POINT COUNTY OF ALBEMARLE, VA SIGHT DISTANCE PROFILE THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com II o y "' 7C n ;70W m m Om O m W A zN < ONJ DATE REVISION DESCRIPTION These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.