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HomeMy WebLinkAboutSDP202200009 Plan - Revision 2022-05-08POINT SDP - 2022 - 00009 FINAL SITE PLAN SITE DATA: 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 02/07/2022 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. „ .... .. •u - PARCEL 06100-00-00-16700 = 1.58 AC. z< i EXISTING ZONING: PLANNED RESIDENTIAL DEVELOPMENT (PRD) PER ZMA201900008. PROPERTY SHALL STILL COMPLY WITH EXISTING ZONING OVERLAY DISTRICTS -13/ 5, OVERLAY DISTRICT: PRESERVED SLOPES OVERLAY DISTRICT ALBEMARLE COUNTY GIS, AIRPORT IMPACT AREA (AIA), 4, ! �O t 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. t va.,,",°apes'- ° w „.i MAGISTERIAL DISTRICT: RIO Q- ( ,✓ _"" . . CURRENT USE: SINGLE FAMILY DETACHED (SFD) HOUSE O O� F PROJECT LOCATION PROPOSED USE: RESIDENTIAL ° SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: iA g ^ .aw d` • TIMMONS GROUP i /" '' g 1y 1001 BOULDERS PARKWAY QY �'b•• _,,.,, w4 SUITE 300 `•. z4f RICHMOND, VA 23225 a w m1F5V1L F 2 F� 804-200-6500O PROJECT #: 46883 "' ` p DATE: 12/11/2020 -. DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE G p VERTICAL: NAVD88 I WETLAND IMPACTS: NONE °„\ tPiXFPSi y UTILITIES: ACSA WATER AND SEWER „,,.° , °/ ---° '• WATERSHED: RIVANNA RIVER -MEADOW CREEK o `: 8 °° -- - 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 VICINITY MAP RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. 1"=2000' DEVELOPER: RIO POINT LLC 123 EAST MAIN ST 5TH FLOOR CHARLOTTESVILLE, VA 22902 CONTACT: CHRISTOPHER HENRY CHENRY@STONYPOINTDG.COM ENGINEER OF RECORD: SIGNATURE PANEL: TIMMONS GROUP APPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT_ 608 PRESTON AVE. SUITE 200 PLANNING&ZONING CHARLOTTESVILLE, VA 22903 ENGINEERING CONTACT: CRAIG KOTARSKI, P.E. INSPECTIONS TELEPHONE: (434) 327-1688 ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT Sheet List Table LT 0 O CRAIGW.1. KOTARSKI Lic. No. 0402048507 ,,a 5-05-22 O ONAL� Sheet Number Sheet Title'\° C0.0 COVER C0.1 REZONING PLAN C1.0 NOTES & DETAILSRIO C1.1 NOTES & DETAILSS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS o E N � E E w v E w > 3 ¢ LL o 3 p LL w O m a J V w o LU LLNv W w 3:p =x �`N " ' sm w 00 M w z O a U) z ° > LU U 2 O U 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 � 0= c� x ~ w M a z 0 vI j 0 F ry p Ln o Ln- o DATE 02/07/2022 DRAWN BY R. VAN NIEKER C3.19 EROSION &SEDIMENT CONTROL -PHASE 3 • • • • • • • 0 ce 0 - C3.20 EROSION & SEDIMENT CONTROL - PHASE 3 C3.21 EROSION & SEDIMENT CONTROL - PHASE 3 DESIGNED BY J. DENKO C3.22 EROSION & SEDIMENT CONTROL - PHASE 3 C3.23 EROSION & SEDIMENT CONTROL - PHASE 3 CHECKED BY KOTARSKI C4.0 OVERALL LAYOUT PLANCA C4.1 LAYOUT &UTILITIES PLAN SCALE C4.2 LAYOUT & UTILITIES PLAN C4.3 LAYOUT &UTILITIES PLAN C4.4 LAYOUT & UTILITIES PLAN Q ~ LU zw J z -i Q LL O }o H� UU Q� O U 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 GRAGE PLAN & DRAIN ILINGRADING SE C7.10 EASEMENT 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 C10.1 ENTRANCE PROFILES LP1.00 CODE REQUIRED PLANTING PLAN LP1.10 CODE REQUIRED LANDSCAPE BUFFER LP1.20 BIORETENTION 1A PLANTING PLAN LP1.21 BIORETENTION 2A PLANTING PLAN LP2.00 PLANT SCHEDULE AND PLANTING DETAILS LP3.00 LIGHTING PLAN E1.01P ELECTRICAL PHOTOMETRIC SITE PLAN LP3.20 ELECTRICAL PHOTOMETRIC FIXTURES JOB NO. 46883 TOTAL: 46 SHEETS SHEET NO. C0.0 L SITE DATA (CONTINUED): TOTAL PROJECT AREA: AREA DEDICATED TO PUBLIC RIW: TOTAL DEVELOPABLE AREA EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA: LIMITS OF DISTURBANCE: PROPOSED USE: 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 18.46 ACRES RESIDENTIAL PROPOSED UNITS: 130 - ONE BEDROOM APARTMENTS 124 - TWO BEDROOM APARTMENTS 30 - THREE BEDROOM APARTMENTS 11-TOWNHOUSE 295 TOTAL UNITS SETBACKS: FRONT: 5-FEET MINIMUM, NO MAXIMUM GARAGE: 18 FEET MINIMUM (FRONT LOADING PER PLAN), NO MAXIMUM SIDE: 5-FEET MINIMUM, NO MAXIMUM BUILDING SEPARATION: 10-FEET, NO MAXIMUM NET DENSITY: 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.) PROPOSED DENSITY: 295 UNITS / 27.31 ACRES = 10.80 DU/AC ALLOWABLE USES: THE ALLOWABLE USES FOR THIS DEVELOPMENT SHALL BE IN ACCORDANCE WITH SECTION 18-19.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BUILDING HEIGHT: THE MAXIMUM MULTIFAMILY BUILDING HEIGHT FOR THE 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. BUILDING 1 (6 TOWNHOUSES) SHALL BE 3 STORY. BUILDING 2 (5 TOWNHOUSES) SHALL BE 2 STORY OPEN SPACE REQUIRED: PER APPLICATION PLAN ZMA201900008 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 REQUIRED = 15.6 AC MIN (58.990/61 OPEN SPACE PROVIDED: COMMON OPEN SPACE AREA = 8.10 AC OPEN SPACE TO BE DEDICATED TO PUBLIC USE = 1.1 AC ACTIVE RECREATION AREA = 1.0 AC CONSERVATION AREA DEDICATED TO PUBLIC USE = 5.89 AC GREENWAY TO BE DEDICATED TO PUBLIC USE = 0.12 AC TOTAL OPEN SPACE PROVIDED = 16.21 AC MIN (61.19%) 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, RIO COMMONS (SDP-2021-00045). 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 = 248 SPACES 2.00 x 30 THREE BEDROOM APT = 60 SPACES 2.25 x 11 TOWNHOUSES = 25 SPACES 528 TOTAL SPACES REQUIRED** PARKING PROVIDED: 2 x DRIVEWAY SPACES PER (11) TOWNHOUSE = 22 SPACES 1 x TUCK UNDER GARAGE SPACE PER (11) TOWNHOUSE = 11 SPACES 450 REGULAR PARKING SPACES 28 ADA SPACES 17 GARAGE SPACES 528 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 ACCESSIBLE SPACES PROVIDED, INCLUDING 6 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) (221) 328 UNITS 893 893 31 87 85 54 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: 6,112 SF TOT LOT SIZE: 5,000 SF FITNESS AREA: 1,503 SF SWIMMING POOL: 1,904 SF BASKETBALL COURT: ONE-HALF COURT FOR BASKETBALL RECREATION FIELD, 3703 SF 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 ALL PROJECT AMENITIES MUST BE COMPLETED PRIOR TO 50% OF THE UNITS RECEIVING CERTIFICATES OF OCCUPANCY BUILDING TYPE #OF BLDGS. SQ.FT. TOTALSQ•FT.IN DEVELOPMENT UNITS PER BUILDING UNITS IN DEVELOPMENT 1 BDRM 2 BDRM 3 BDRM TOTAL 1 BDRM 2 BDRM 3 BDRM TOTAL B 6 30951 185706 12 9 3 24 72 54 18 144 C 2 38363 76726 8 20 0 28 16 40 0 56 D 3 38375 115125 14 10 4 28 42 30 12 84 TOWNHOUSE 11 2841 31251 0 0 1 1 0 0 11 11 CLUBHOUSE 1 6112 6112 0 0 0 0 0 0 0 0 AMENITY BUILDING 1 3322 3322 0 0 0 0 0 0 0 0 408808 34 39 8 81 130 124 41 295 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: August 3, 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. The Owner and applicant specifically deem the following proffers reasonable and appropriate, as conclusively evidenced by the signature below. 1. Road Improvements: a Upon written request by Albemarle County, Owner sh all 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 later than five (5) years following the approval of ZMA 2019-00008, the Owner shall make a cash contribution toward the future John Warner Parkway and Rio Road Roundabout (2864483-1, 121567-00004-03) 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.] (2864483-1, 121567-00004-03) 3 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. 2. 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 1.1-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 constructed in coordination with, and shall be approved by, the appropriate County (2864483-1, 121567-00004-03) ` �° Signature Page for Proffer Statement for Rio Point, Z >�2019-00008, TMPs06100-00-00-167CO and 06100-00-00-16700 OWNER: RIO POINT, LLC, A Virginia limited liability company (2864483-1, 121567-00004-03) 4 L U CRAIG W. 7. KOTARSKI Lic. No. 0402048507 -,,a. 05-05-22,,;Iv. ui a! 0 0 cD 0 x 0 w w a Z 0 In > a! 0 0 t7 N Z 0 f Z a_ L1 Lu w Z 0 N w w O 1 DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE > Z z I� OwV < ��r� co Q Z O LL O 7 O 0,� cl/ � O0 N LIJ JOB NO. 46883 SHEET NO. C0.1 L LEGEND ROADS SEWER TRAFFIC STOP BAR ® S�S�S EXISTING SANITARY SEWER m STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. S�SAN-W--DS 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 PAVED DITCH e g" yy PROPOSED VALVE - JUTE MESH DITCH -T! lI" yy PROPOSED TAPPING SLEEVE CENTERLINE OF DITCH PROPOSED FIRE HYDRANT (COMPLETE) L p Y BENCH MARK GRADING CLEARING LIMITS T 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 BIN = 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 PARKING COUNT CRITICAL SLOPES El 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 7:00AM 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/100SF. 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) GENERAL NOTES 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 WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. 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 ICC 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. 38. LIGHTING NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. FIRE PREVENTION NOTES 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING CONDITIONS MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. AREAS WHERE SMOKING CAN OCCUR SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT. 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL; HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. 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 (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, 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 of 4 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). Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes Last Revised: April 2016 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and Construction Standards - Version 1.0, adopted in December 2015, except as modified below or modified in special notes. eP 2. RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written permission from RWSA. 6. For sanitary sewer line construction RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure -tested before a connection is made to the system. 7. The location of existingutilities as shown on the plans is from data available at the time of design P and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location size and depth of all existing utilities both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within 100 feet of any operative RWSA sewerlines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the springline of the existing pipe. 11. New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system. 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13. No permanent structural facilities will be pemuitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 14. Trees are not permitted in the RWSA easement. U CRAIG W.1. KOTARSKI Lic. No. 0402048507 -,,a. 05-05-22,,zv. ^� E 0 N OV N C > E w N E w i 3 Q LL y0 3 LL 2 O L M Q J U 00 W J -Lri C7 W N N v 30 �_ w U) _ N 2 U > N C vi Q, O N � M d� OJ J ui z 0 0 x M 0 x F 0 w w_ Z 0 m 0 0 CL O cc 0 N Z 0 f Z 0 a N w 0 Z 0 N w QC 9- W O DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE J z�Q LL ~� O2: wo w m < 06 00 `) LU c1--/1 l o O U z JOB NO. 46883 SHEET NO. C1.0 L 4 2„ R C LTI O CONIC CURB AND GUTTER CLASS 3A, (Fe=3,000 PSI) CONCRETE CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR ;^ VA. SIGN FOR THE DISABLED ON 0.80 GAUGE 6" IMBEDDED 24" IN GROUND HANDICAP SIGN ALUMINUM. COLORS: GREEN BORDER & U CRAIGW 1. KOTARSKI� \/ 4 1"A, 2.0" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A LOCATION (VAN) HANDICAP SIGN / LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. Lic . No. 0402048507 05-05-22� 13" a ° ° LOCATION (TYP.) j a d ° 7 / 3.0" INTERMEDIATE BASE COURSE - BM25.0 1/ — opt SS+I- O COMPACTED n° .a ., A ° 4. RESERVED RESERVED SIGN ONAL SUBGRADE o 0 o EO FACE OF PARKING PARKING STD U POST a �� a ° 8" TYPE 21-B AGGREGATE SUBBASE COURSE CURB GALVANIZED \ r T CONTINUE 21B STONE PAINTED PER 2% MAX. 18, 18' 4" MIN. 4„ BASE FROM ADJACEN \\\\/�\/�\/�\\/�\\/�\\/�\/�\\ 4„ VDOT g PAVEMENT SECTION SPEC. PAINTED N 0 \ �\ UNDER CURB COMPACTED SUBGRADE STRIPE E s" s" z'-o° (TYPICAL) PB &TY PBA10 E DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS 8' 8' , TYPICAL VAN $M-$500I IIIQ-5500FIRE TOWAWAYZOPE TOW AWAY ZONE 6' D; _ — � w v 3 VDOT STANDARD CG-6 CURB &GUTTER F ACCESSIBLE ACCESSIBLE HANDICAP SPACES REGULAR SPACE T yqN POST TO BE ¢ U. o 3 w O o ^� ¢'E' No Scale DRIVEN s z 6' ABOVE ACCEDE 6' ABOVE w � — Ln O NYLOPLAST DRAIN BASIN WITH DOME GRATE FINISHED FINISHED a > o ry GRADE GRADE ZF HEAVY DUTY ASPHALT PAVEMENT SECTION TYPICAL PARKING SPACE DETAILS (1,2) INTEGRATED DUCTILE IRON GMTETG MATCH IYSI"°'°' o U) N SPACES SHALL BE IDENTIFIED BY ABOVE GRADE o a GO o No Scale No Scale SIGNS AS RESERVED FOR PHYSICALLY x v rvBID z R=%<, DISABLED PERSONS. PROVIDE ONE (1) R-7-8 ¢ m SIGN AT EACH PARKING SPACE INDICATED ON I I I_I I I _I I I_I I I —_III 0 N N > MINI MUM PIPE BUPoA DEPTH PER PIPE (SI ADPPIERANCiEsvARIAHE MANUFACTURER a°-Sm•AccaRoworoIRAN3 e 1 CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND �^ M 11 Lu (3)VARIABLEINNERTHEIG-VRS RECOMMENDATION AVAILABLE(ACCORDINGTO NON -SLIP BROOM FINISH : :. ; v (MIN. MANUFACTURING PIANSRAxEOFT) RED. SAME AB MIN. SUMP) ` EXPANSION JOINT AT MAX INTERNATIONAL WHEELCHAIR SYMBOL. SIGN "4. °•• OF 30', WITH PREMOLDED SHALL BE PLACED ON STEEL POST 1-1/2" 0 2 LLM EXPANSION FILLER PAINTED BLACK SET IN MIN. 2' OF CONCRETE. vARIABLE SIAr DEPTFI VARIABLE WIDTH' CONIC. WALK M (SI ACCORDNGTOPLAS @' MIN e• tPMINARGV x��l MAX. CROSS SLOPE 2°k (4) VARICUSTYPESOFINLETBOUTLETALI PIERS WED OF 4•MINON g-N BASED ON MAUFACNRING RED) Ilj AVAILABLE -3YFORCORRUG4TEDHDPE 8' MIN CN BP (ADS N-+2MACOR OOALWALER(EX ACOR 91NGLE WALL), N-12 HP P/C SOR35). ID °/PVCOIW(IXSCH4q ° °� // / / / //. < 'O• C.WRRUG„FDBPoBBEDWD 40), FVDC PVCCBIEDNO ,\,�/, / \ :° >� �� .�� � , ADA PARKING SIGNS SIGN AND POST DETAIL �WATERTIGHTJOINT < n(CORRUGATED THE BACXFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER HOPESHHOWN) GRANULARMATERAL MEETING THE REQUIREMENTS OF CLASS I, CASS ILORCLASUL MIVIERAL DEFINED IN ASTMDSHAU No Scale No ScaleNS-9V *m/ RSURFAS BEDDING S HW PABDI FOR SURFACE DRAINAGE IN CE SEAL BE PIACEnaconrACTEouNIFORMLrINAccoRD,wcEwITHA9TMD2Jz,. /� 4' 3,000 PSI AIR -ENTRAINED EXISTING PAVEMENT PROPOSED PAVEMENT >FCONCRETE FN \��\//\��\��\��\��\��\��\��\��\��\��\��\\��\��\��\��\�/�\ ¢ x•- GGOMEGR T ssw eEoocT�IRO PER PSTM GRDE'B°GR z-x•61a DONE GRerESFIraMOrxE GRaN EASING WITH THE USE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER COMPACTED SUBGRADE 4" 21-B STONE d SAWCUT THROUGH a U MATCH EX. CROSS NOTE: PROPOSED J PAVEMENT MUST TIE EX. SURFACE w SLOPE UNLESS OTHERWISE z O o CONCRETE SIDEWALK JOINT DETAIL DATE OF A PVC GCOYTOP. sH DRAWING NO.. M1.111LOIs. ]- DEAN EARN To PP CIWOMMABWACIVRFOMCORMINGTORAN THIS MINT DISCUSSES SUBJECT MATTER IN WHI pYNNGY EK MATERIAL iwVErtwxANE X COURSE w SPECIFIED ON PLANS > METALS. RISERSOAENEEDEDFOR&91wONGRWDUETOSHMlNG NYLWV ASPROFRIITARYRIGxrS. THERECEIT BUFpM1.WD�R RESTRICTIONS11EDRYWXGNO.IW1-I,DIX6. OR POSSESSION OF THIS PLAINT DOES NOT CONFER, DATE IREGG RMRNTw-fW IN WITH EXISTING w & REMOVE � 0210712022 No SWIe .- MUINADE coxxECTKHsruGAwTTIp11NE$$sxM1CONFgAIro T.SFER. OR ODENSE THE LSE OF THE DESIGN DR N� [' FAi1rIDTEs6NN ASTM D3212 FORCORRUGTfD HOW IN* wIZNWGJR DUYWAU4 TSCHRI NFORMrM SHOYM HEREIN SERIES. wx NPURBROOMWE �l �x1W N-IBH1.FVCSEWERK M1 REPROOUMON0FTHISPRIxTORMYIxFOFMBTXX TITLE S-AUMIERSWNDE MCLNTEDa WANGIEVrOW TODETRNwE CgITAINU)FEREIN. GRMwuFACfuREOFOHY M1E W14x oRuxlMsxwnx DOLEWRE MINIMUMMa ARTICLE nEREFROM, FORrxsOLscLwLF+EroorxGRs WGI[BFEGIxBTAUA,ICMDETYL IS FORBIDDEN EXCET SYSPECEIG'MUTrFH - i; .A, ..y ." DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS PAVEMENT PAVEMENT PROPOSED 2' MIN. SURFACE O } TOP OF CURB 4„ 1 1 R=2" DRAWN BY e-r BPDOMEGMTESIMW:NOLOWRATU'G. PERMISSION FROM NYLWAST RAWYT wDaY " xME IHx MEET 'DF' DwMG ""-IIpW1 REv D wJ. NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH I I *THE DEPTH OF CURB 2"+ COURSE R. VAN NIEKER VDOT STANDARDS. THE COLOR OF ALL FLATWORK SHALL BE MAY BE REDUCED AS "UVA CANVAS" \ \\\ \\\ ° 6 MUCH AS 3" (15" EXISTING DESIGNED BY NYLOPLAST DRAIN BASIN WITH STANDARD GRATE \�j\�j\ ' . a DEPTH) OR INCREASED AS MUCH PAVEMENT • • J. DENKO CONCRETE SIDEWALK PAVEMENT SECTION H, 2I INIE(RUTRTCH WEIRON FRAME8GATE TO MATMf LE O.D. /�\\/��\ SURFACE " AS 3" (21" DEPTH) IN ORDER THAT THE MILL EX. SURFACE COURSE BASE COURSE • No Scale CHECKED BY - +e•MwWIDTH wID3uxe .° BASE VDOT A-3 CONCRETE BOTTOM L THE CURB WILL COINCIDE SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE • • C. KOTARSKI IF MIN THICKNESS MIDEDNE MINIMUM PIPE BUEu 2.0"BITUMINOUS CONCRETE SURFACE COURSE -SM-9.5A \ \ /��� \\ \\ CONTINUE 21B STONE g BASE FROM ADJACENT WITH THE TOP OF A COURSE OF THE PAVEMENT • • SCALE PAVEMENT REPLACEMENT JOINT DETAIL No Scale °MANUFAMREE (G)VARIABLE ICCORINGTO nvnILABLE(ACCERDINcro PAVEMENT SECTION UNDER CURB SUBSTRUCTURE. IN.MANENDATOIJ pLANS/fpKEOFF) (MIN. MANUFACTURING NIADAPIEN (B,IITRAFDL)ADE: ONLY, ATESLRBOCRETESLAB UST RED, SAME AS MN suMP) AGL6 CONCRETESLABILL Musr BE 61F TYPE 21 B AGGREGATE BASE COURSE OTHERWISE, THE DESIGNED WOCON CONSIDERATION TAMING IWO AfFYDMGTo LOADING, IwTHER APERATONDEGGN FILCONORIONS, vAODDR NGIDV TRAFFIC APLICANMTRAGN FACTORS. R,ws � UB BASEJ DETH IS TO BE 18" A$ • SEED AWNGNOAOTHER SEE DRAWINGNO.TOM-110t11FORNCNTPAFFICINSTALATON. SHOWN. \/\\/�\\/�\\/�\\/�\\/�\\/�\\/��je. COMPACTED SUBGRADIE SIGNAGE NOTES: (31 VARIABLE SUN DEPTH ACCORDINGTOPLANS )Af1 @• MIN.ON F-24•, tV MIN_ onl _i• �1 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH VDOT STANDARD CG-2 CURB (4) VMCUSTYPESOFINETBWTLETAOVPTMS j 1'MIN ONS-N BASED ON MANUFACTURING REO.; AVAILABLE N-1w: P-3V FOR WRRUGATIANCOR (AEWAUL)) NNCOROUALWALL WERGEXHACOR 8'MINON3P SINGLEwuuNN-IZHPNIvcsEwERREx sDRSN), DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERETO: am No Scale P°CDN"IER: CORRUSUGGAeCHq,wE�REDPVC A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. WATERTIGHT DINT THE BACKILL MATERIAL SHALL BE CRUSHEDSTONEOROIHER B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC (CORRUGATED HO�PE��� SHOWN) GRANULnx MATERIAL MEETING THE REQUIREMENTS OF CLASS I, EXISTING PAVEMENT PROPOSED PAVEMENT CONTROL DEVICES. CLASSIHORCLA3UL FOR SURFACE DEFINED IN ASIMDSHAU SURFACE DRAINAGE INLETS CEWI HAM PLACED 8 COMPAClEO UNIFORMLY IN ACCORDANCE WITH AM DTJ21. PLACED COMPACTED C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE LIGHT DUTY ASPHALT PAVEMENT SECTION a SPECIFICATIONS. t-e•-srsrsmvm ORATEssxNLEEouaIIEIROx PelwslMAve SAWCUT THROUGH o_ MATCH EX. CROSS I EX. SURFACE W D. THE 2000 INTERNATIONAL FIRE CODE. No Scale GRACEAMl6. U SLOPE UNLESS OTHERWISE 2-17 M'FRwCSMMILSEDI ALE IR MR0.h,MARISGR.DE,O 5 f S I V UMBWD GI FR DRECTLY ONTO DUN BASIN S WITH THE s-DRATLWdNTOMG@TCMMWUFKTIREOAC INGMP IETNLG. SAnExFEDFnFORWaINsa�RPl•ouETosllwlNc X COURSE WUSEOFAMEDDYSPECIFIED ON PLANS W &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 REBIRIcnoxs. SEE SPAWNERS R`l.nG% THISPRINT DlsaosESYIBJECf wrTFx Ix YT1ILT DNANNGY EBC MATFAUI s13PVFXd1AAYE ONS < -M rmPOSSES ASPRCPRIErARTIDOES.TCONFRR EIEcw,GAMMs USJowM(a PREMOLDED EXPANSION 1/4" SEALANT PAVEMENT PROPOSED CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN 0 D3212FN CrlUl -'ssHFum w-4 A-12HP&ZFDRcgiROrATEDxDTE IADBMIMIAVCORLWLWNL) OESxOTESIGNO WTE 1-3yY R«DGN14ffi3M3 2'MIN. T.SFEESSIONOETHISPILEE xDAPTER Pvc sEwwnu. LCENSETHE Eorrne oeslGx OR FAx xuuw s-AWaTERscW aEMO(.xr aAxrWGlEO•TosaO•. roDErvaswE rEcnxlcN wvoRwnax snawN xEREW NY O a$1 �Ii10N �R wx RgJ%irxo.NAw I .ryIOPMMumn FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH SURFACE NOTE 1 ABOVE. MINIMUM ANGLE BEFWEENA➢W FBSGEDRARNGNSD014IWZ REPROOUCTIax OETHIS PRINTWAxr PIFONIMTRI 6-Iz-3Y STANOA9OgGTEssMNLMFFrIF]o L00D MrxG COARAINEDFEREIN, ORMWUFACruREC£OHY �� A11Ax T' oRAlxBwxwllx srAwAwfAATE EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 2" * COURSE r -TEroOTHEPs amx GFECIxsrAUAIIGI CETUL ARTICLE HEREFROMT B SxE CIIFIC WRITTEN ROCONCRETEO SNN Arm ON UGnT DUTY WINE. plLY�NOCONCRETECgRMXEFTEO Fpi MGxrdRV1UTING IPERMISION FE NC BY SPECIFIC WAHTM.N O ONLY: PERMISSION FRCMNYLCFlA4T WJ MIMM wDBw " SCALE 1°0 SIEFT IDFI DWG NO. 1[01A161Y qFY x (P SILICONE SEALANT 2" 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND � 10" 3,000 PSI AIR ENTRAINED e ` a T EXISTING PAVEMENT INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. 'A•� s`' xs eARS a V. c-c TYP. *3 BARS M e' A PORTLAND IN IN i� IN IMMMMMMM < V ) _ 1.." r A '' I I I I I I �� A e - I T B KII CEMENT CONCRETE 6" TYPE 21A STONE COVER / / /y MILL EX. SURFACE COURSE BASE COURSE EDGE OF PAVEMENT AGGR. BASE SOLID WHITE LINE 2411 (TYP) STOP 7 z _ ~� J Q LU IAETER COMPACTED SUBGRADE L J O m Q 4777 �1 T NOTE: PROPOSED PAVEMENT MUST TIE 12' L� I TTTTTTT-I TTT-.... .., DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS IN WITH EXISTING PAVEMENT STD. (VARIES) O O (n R1-1LIJ }} NOTE: STOP SIGNS TO BE30"WITH STOP BAR DETAIL Q HEAVY DUTY CONCRETE SECTION PAVEMENT REPLACEMENT JOINT DETAIL STRUCTURE SIZE AU PLAN PLAN 00 No Scale No Scale WALL THICKNESS VARIES HIGH INTENSITY SHEETING NO SCALE Z m I :. LASS AT CONCRETE "' CLASS AT CONCRETE ,:' SECTION A -A raTEs� SECTION B-B 10 I.' I ll;. ' j'1111111111 I'I�I�IIII 'i'lll'EXIST _ _ ______ _____ METAL INSPECTION FRAME W SOLID LID GRADE � (NEENAH R-7975 OR EQUIVALENT) SOLID WHITE LINE 1. THE STANDARD SAFETY SLOB CSL-O IS TO BE USED ONLY WHEN SPECIFIED IN THE PLAINS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES. _ — — - - - - - - - _ III —III- J" CONCRETE COLLAR JUNCTION BOLES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPADING OF ADJACENT SAFETY SLABS SHALL BE S' TO IF WITH NO SAFETY SLAB LOCATED WITHIN a FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHILL NOT BE LOCATED BELOW ANY MET PIPE OF 30'• DIAMETER OR GREATER. — _ -, —_ - — —_ _ J _ _ III- III—i—III—III—III—III_ III— I —III —I -i- I I--III—III—III—III—I I � I I 1-1 I I I I—� I CRUSHED STONE BEDDING 6' 2. THE COST OF THE S.-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAWINGS -1 I=III—III—III=III— 'N—III III I FOR FURTHER DETAILS IRE TO BE STAGGERED FROM ONE SIDE AC STRUCTURE TO THE A ACCESS WHERE OTHER WHERE MPLIC/BLE. STEPS IRE TO BE STAGGERED ACCORDINGLY. _ •3 BARS M ✓r C-C TYP. —"I—"'—" 2" ASPHALT c 6" COMPACTED VDOT 6" DI CLEANOUT 4. SAFETY SLAB MAY BE CASTASTCON OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 W000 P50. PRECAST CONCRETE IS i0 BE A4 (4000 PSI). REINFORCING '.' ' ' ' ' ' ' ' ' •:' STEEL TO BE IN ACCORDANCE WITH AASHTO MON. •: ,i :��^.%. ,r :,i .:. : ���-, • ., #21 B STONE BASE 2' 2' 3• LESSACCOE�THAN 30" TIE ACCESSGS MAY BE °OPENNGTSHALL ER ON BE RE TC µGULIRE. EI(STRRUCTUREE WDTRUCTURE DTHHBY COMPACTED PLUG AT END (TYP.) (TYP.) 30" LONG). SUBGRADE - 95% S.P.D. OF LINE TYPICAL PRECAST UNIT �� TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SREFC�ERENCEN 3D2 CLASS A - TYPE 2 LOW MAINTENANCE SHARED USE PATH STRIPING AND SIGNAGE DETAIL ROOD BRIDGE STANDARDS DA MANHOLES AND JUNCTION BOXES CLEANOUT DETAIL O HET1 DF1 REVIBION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION No Scale — 10e.1A No Scale No Scale JOB NO. 46883 SHEET NO. C1.1 0 m 0 3 CL 9 0 o o O 0 CLOD -Z .2O c � -6 m -6 a �W Is D- 0 0 d IY N W O w a F N 0 O '§ CL N � 2 Y MN % � W X C 0.0 But £ 2 m h 0 0 2 d� Eg a LM 06 a ROM °a 0 o � W o W .— LD � c 2 LD m W 0 C 8 ID n8 0 w c E F L 4" DIAMETEF AND VALVE �rIM:7 1\LJII\/111YLV VVIIYI ,,, I:I.VJ ON-LINE (TYPE "B") PLUG 8"MIN EMBEDMENT SPRING LINE O OF PIPE NO. 68 STONE - - REMAINING BACKFlLL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFlLL+ (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 VHRICJ THREADED COUPLING NOTE : 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. 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 SIZE PLUG DEAD END NTs FIG. S-3 (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 �q DI-3q J8, 3C EXPANSION KEYED COAST. BARmJ�O BARS INT BAR zM ����Av��w• ----------------------�����.*�jt• 1 2._0,. 6'MIN. PLAN SECTION A -A 10 'MAX. D' MAX. [ -A KEYED CONST. JOINT WARPED L-VARIABLE - MAX. 20' CUTTER 211-0" B" 2•-6•• �B" 3-p• 2" APPROACH B S m M6 A GUTTER --- a I- ----- ------------- s c I I EI BAPSFBAPSE �BN 03" DIMETERWEEP HOLE FRONT ELEVATIONBAPS FBSRs B - - (GUTTER REMOVED) 5%,/,' BENT PLATE SECTION B-B TYPE A NOSE DETAIL SHALL BE USED WITH CC-3 & CG-] STNDAiDS.•••Y •.•; 1/i R ° L2,/i'X2V+"%1/,' TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS, TYPE A 1 GN.VANI D TYPE B O X 4" STIR SHEAR WELDED GMVN4ZED PLATE FOR TYPE A TO BE BENT O" AN IDTC. LE OF BB•30' TO ANGLE IRON AT 2'C- CONNECTORS AM IS ANCHORED WITH ,hX 4" STUD SHEARNOSE DETAILS WELDED TO BENT PLATE AE AT 2-C-C. 2„ E47APPIR. PAVEMENT DI-3A L DII L DI-3C L WARPED PAVEMENT H ir x -- - - -- x FLyTI FLOt+' •_TO..I l 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL `VDC)T SPECIF CATON ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE SHEET 1 OF 2 REVISON DATE 12" - 30" PIPE( MAXIMUM DEPTH (H) 8' z33 .... ... Gann VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SEE STMDARAD SL-1 FOR APPLOMLITY OF SAFETY MARS. B STANDARD MH-1 THEE' 1 FRAME & COVER THE TOP OF MASONRY IS TO BE LEFT L ADJUSTMENT LOW TO PERMIT PROPER GRADE BY OF COVER AND FRAME TO GRAPE S THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. 302 ST-1 •T • �A SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK 45' B NOTE, MIN. 60' DIAMETER MANHOLE REQUIRED. }}} IWi1RE PVC CROSS USEAPPROVEDFLEXIBLE RUBBER GASKETED STOP COUPLING 27' PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY i-90' RESTRAINED BEND E '4 ". , 4 •�/ A A MAIN SLYER �•4i' 9 •y.4''a •s.4" PIPE PLAN PROFILE MIN. 6' BEDDING WITH NO. 68 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 GASKETJOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. S. DROP CONNECTION DISCHARGE FITTING SHALL BE 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 IW OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION IS-1 N.T.S. FIG. S-1-C2 �IIIIIIIII� HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE i� NOTES: 1. QUMTITES SHOWN ME FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE CONCRETE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YMDS CU. YMDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 7 1.D 0.785 2.223 8 1.2 0.785 2.485 9 1A 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 1 3.817 13 2.5 0.970 1 4.179 14 2.8 0.9]0 4.541 03.1 0.9]0 T. 15 3.4 1 0.970 1 5.265 17 4.0 1.173 6.032 INCREMENT 1 0.45 0.582 OBTAIN TRUE QUANTITIES. A "•/ 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. MATERIALS MAY BE BRICK, CONCRETE OR TRE IMETERS WHEN APPROVED CONCRETE MANHOLE BLOCK. DIFFERDENT SIZES OF PIPES ARE ENCOUNTERED. S.BLOCKS USED THE E M THICKNESS OF SE IS BEE 5U.M T OF AN" OTHER THICKNESSES ME TO CONFORM TO WILL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS AT. NOTES: SHARING OF MANHOLE AND INLET INVERTS N ACCORDANCE WITH 7. WHEN SPECIFIED ON PLMS THE THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED INVERT IS TO BE SHAPED IN ON PLANS OR WHERE INVERT OF PPE IS MOVE INVERT OF ACCORDANCE WITH STANDARD IS-1. STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE MANHOLE OR MR INLET IS TO BE FORMED AND CONSTRUCTED MIN T IN THE SH G S 0 BE INCLUDED E BD IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. PRICE FOR THE STRUCTURE. THE INVERT SHAPING IS TO CONSIST A DETAILEDMIX N CEMENT CONCRETE OONFORYING TO CLASS A3 OR CONFORMING 3 F CLASS CEXCEPT THAT 23X OF COARSE AGGREGATE MAY BE CLASS Cl, JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES - �10't--► 1D'� 5 10' 5 _ WATER SEWER 3 A Ic o Ic LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM X( SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90* TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS VARIES dATER MAIN / M.J. FITTING L 4" DIP RESTRAINED JOINT FITTINGS NTS FIG. W-1 BOX TO METER BOX (SEE FIG. W-1 THRU W--7E). I COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: " GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. " SERVICE LINE TO CONNECT AT MAIN WITH X'I TEE ' REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. ' REFERTO FIG. W-5 FORTHRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. W 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 DRNN TO INVENT SECTION A -A OF OUTLET PIPE METHOD OF TREATMENT IN DROP INLETS / \NN �\ SLOPE TO DRAIN I° H TOURET PIPE F UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, II II �VDOT SHALL BE LEFT SMOOTHBY BIyR MEANS HAND TROWELLING. SURFACE I I I V' 1.'i •+..�'`) ° MANHOLE FOR 12 - 48 PIPE CULVERTS ROM AND BRIDGE STANDARDS OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET D6.1 OF 5 DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXMPLE -- PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED 01 INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES XVDOT SPECIFICATI RAN) AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFORMING SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS D6.08 I 302 VIRGINIA DEPARTMENT OF TRANSPORTATION I 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 CONNECTION SHALL BE 2% (1/4" PER FOOT } �Q 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. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL 2*7 IN LINE WYE-TEE PLAN VARIES R 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_p72' TO 10' 18"-22 VALVEJBO 7 CU. FT. II/r /j68 STONE-1 GATE •' VALVE 81, X 6„ TEE 2500 P.S.I. CONCRETE BASE AND THRUST r°I BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN 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 REQUIRED 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 a4 GRADE 60, REINFORCING ROD ENCASED IN A �(MROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL R4 REINFORCING ROD CAL SECTION ( ALL STRUCTURES WITH A DEPTH OF OTHERWISE NOTED ON THE PLANS. E 4Y," FROM INSIDE FACE OF BE 18" C-C. MINIMUM FORCE OF 300 POUNDS WHEN FACE OF THE SUPPORT. ALLY ALIGNED AND UNIFORMLY SPACED FOR rTHE ENTIRE DEPTH OF ANY STRUCTURE. N PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. iF MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS 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 SLP-RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO. CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUMSTEPS SHALL BE FABRICATED IN ACCORDANCE WITH ` ASTM B22 ALLOY 6005-T5. THAT PoR ON OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMMOUSSOLVENT TYPE ASBESTOS FILLED ALUINUM PIGMENTED COMING U(W0i ING TO FEDERAL SPECIFICATION TC-C-00498A TEP STANDARD STEP VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AM BRIDGE STANDARDS REVISION DATE 1 SHEET 1 OF 1 106.09 N.T.S. FIG. W-4 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS D AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� o I ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID 14. Z N ,II II M.J. GATE VALVE 2500 P.S.I. CONCRETE A n 2'x 2' BEARING AREA. THRUST BLOCK 4 a. 4 o Q 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 A"' DIMENSION B DIMENSIDN C 1 L2' 3.8'' 2' 371- S'0' 5' MIN. 4' 5' MIN, 12' MIN. THGREAAN 4'TER PROPOSALS WILL BE SUBMITTED, I B I DOOR HINGES ----- - - - - -----� I I I I I I I I I I I I I I I LIFT HANDLE 11 L- - - - - - - - - - - - - - - - - TYPICAL METER VAULT N.T.S. FIG. W-7A SIDE VIEW I. C L �T OF 7r 4 � U CRAIG W.1. KOTARSKI Lic. No. 0402048507 .,,a. 05-05-22,,zv. ^� E 0 N OV N N > E v E w 3 w v ¢ LL o 3 U. - O " 2 w M ¢ U w Z ILLi J-^ O o -M 0 Lu w v 3 o J oQQ� DI O Z O �U> 1n N n � M w � d� MAD 2 i M U 0 0 M 0 O N ~ w FN FN F a 0 Z o 0 DATE In > 0210712022 0 O 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 UNDERNEA�'MRFACE 24' X w 136 HATCH UM ACCESS Q ' ^ > J z w Q J H� ¢ I- O2:LLI CO w Q I..L 06 LL O O cn (A o O Z JOB NO. 46883 SHEET NO. C1.2 0 N 0 3 c a v'0 o X �Z 20 c � T F E6 E M a0 O N GO F Z 5 Z m O w 2 a 2 X F D O .L.. 2 N Cl. O1 D o .Z Y M .M.. � h X C D O D 6 £ 2 d h M C .tl1. O N O E ti M o a c Na 10 a Jo M O M V c 2 M •" M c c 0 M Ti E N c E F L ISO NEEDED FIRE FLOW CALCULATION Engineer/Architect: ITimmons Group Project Name: Rio Point Type of Construction= Type IIB,non-co mbustible Class of Const. Coef. F = 0.8 Ground Floor Area = 11020 SQ. FT. #of Stories = 3.5 Total Floor Area (AI) = 38570 SQ. FT. Fire Consideration Area: Construction Factor, CI = 2828 0.5 CI =18(F) (Ai) Rounded to Nearest250GPM = 275D Date: 4/4/2022 Calc. By: R.van Niekerk Occupancy Factor (Oi): Type of Occupancy = C-2 (worst Case) Occupancy Factor (OI) = 0.8S Exposure (X) & Communication (P): XL+PL= o X2+P2= 0 X3+P3= 0 (X + P); = 1.0 + (XI + Pi) = 1 (i=1) Max. (X=P) I =1.75 -N b f5'd f5 b' t6 'Id' X4+P4= 0 X5+PS= 0 X6+P6= 0 GR-2, 2A 27Y4" MIN - 28Y4" MAX RAIL HEIGHT 6'-3" 6'-3'• 3'-1'/i' 3'-1'/x" 3'-1%z" 3'-1%2.' II II II II II II III II GR-2 GR-2A W-3" POST SPACING) (3'-1'/z' POST SPACING) MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. *OPTIONAL GR-2A METHOD x OPTIONAL GR-2A METHOD USING NESTED RAIL RAILUSING NARDITIONAL POST FOR DETAILS OF RAL ELEMENT, RAIL SPLICE JOINT, AND BACK OF ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR GR-2A THE POST SPACING WILL BE 6'-3". BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN 'A" PER FOOT FROM VERTICAL. W-BEAU, BLOCKOUTS. AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE. AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAL SHALL BE MAINTAINED AT A HEIGHT OF 27)',I" MIN - 28-Y4' MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. m n- um ero I eso u )ec ul g `VDOT ROAD AD BRIDGE STANDARDS Needed Fire Flow: NFF=(CI)(OI)(X+P)I = 2338 GPM SHEET 1 OF 2 REVISION DATE 501.04 OB/14 Automatic Sprinklers (Yes or No) Yes Reduction Factor (%) = 50 Reduction Value = 1169 GPM TOTAL: 1169 GPM 1 x 6 CAF 1 x 6 TRIMMEF 2 x 4 RAILS Required Fire Flow- Rounded = 1250 GPM (if <25DO nearest 250) (if > 2500 nearest 500) *Fire Hydrants Required N/A (1,500 GPM max each) x 6 METAL POSTS 10'-6" x 4 METAL POST 12' 0" CONIC. PAD VARIES 17'-0" TO 18'-0" I 1 x 6 12' S7 HINGE OUTSIDE ELEVATION 3 SIDES Occupancy Factor (Oi): Type of Occupancy = C-2 (worst Case) Occupancy Factor (OI) = 0.8S Exposure (X) & Communication (P): XL+PL= o X2+P2= 0 X3+P3= 0 (X + P); = 1.0 + (XI + Pi) = 1 (i=1) Max. (X=P) I =1.75 -N b f5'd f5 b' t6 'Id' X4+P4= 0 X5+PS= 0 X6+P6= 0 GR-2, 2A 27Y4" MIN - 28Y4" MAX RAIL HEIGHT 6'-3" 6'-3'• 3'-1'/i' 3'-1'/x" 3'-1%z" 3'-1%2.' II II II II II II III II GR-2 GR-2A W-3" POST SPACING) (3'-1'/z' POST SPACING) MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. *OPTIONAL GR-2A METHOD x OPTIONAL GR-2A METHOD USING NESTED RAIL RAILUSING NARDITIONAL POST FOR DETAILS OF RAL ELEMENT, RAIL SPLICE JOINT, AND BACK OF ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR GR-2A THE POST SPACING WILL BE 6'-3". BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN 'A" PER FOOT FROM VERTICAL. W-BEAU, BLOCKOUTS. AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE. AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAL SHALL BE MAINTAINED AT A HEIGHT OF 27)',I" MIN - 28-Y4' MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. m n- um ero I eso u )ec ul g `VDOT ROAD AD BRIDGE STANDARDS Needed Fire Flow: NFF=(CI)(OI)(X+P)I = 2338 GPM SHEET 1 OF 2 REVISION DATE 501.04 OB/14 Automatic Sprinklers (Yes or No) Yes Reduction Factor (%) = 50 Reduction Value = 1169 GPM TOTAL: 1169 GPM 1 x 6 CAF 1 x 6 TRIMMEF 2 x 4 RAILS Required Fire Flow- Rounded = 1250 GPM (if <25DO nearest 250) (if > 2500 nearest 500) *Fire Hydrants Required N/A (1,500 GPM max each) x 6 METAL POSTS 10'-6" x 4 METAL POST 12' 0" CONIC. PAD VARIES 17'-0" TO 18'-0" I 1 x 6 12' S7 HINGE OUTSIDE ELEVATION 3 SIDES VARIES VARIES . it IIIIII IIIIIIIII TL NOTE.ALL LUMBER SHALL BE PRESSURE TREA TED INSIDE ELEVATION 3 SIDES FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30:1 15:1 60 8' 26:1 14:1 50 5.5' 21:1 110 a 40 5' 16:1 8:1 4 30 4' 13:1 7:1 # SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE (STRONG POST SYSTEM) 221 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 CONC. - STONE- 4 x 4 METAL POST UNLESS 7TED IMMER 'ING POST ELEVATION 1 x 4 CAP OVER OUTSIDE GATE VIEW J umf ILl\ YYI ILLLJ INSIDE GATE VIEW 8" B•• •' WASHER "ziB" BOLT & NUT a HOLE 2 STEEL 100 p COMM COMMON NAIL SEE NOTE 5. N e"z8"zt'-2" TREATED PINE BLOCK 0 TREATED o SOUTHERN PINE TII ^y-III 6x8 WOOD POST THE CRT POST IS FOR USE WITH THE STANDARD GR-10 TYPE IIIOR WHERE Cif SPECIFIED BY THE ENGINEER IN THE PLANS. 6"z B"xV-2" TREATED PINE BLOCK OR 0 RECYCLED MATERIAL. 6" WIDE BLOCKOUT GR-2. 2A FOR USE WHEN REPAIRING DAMAGED GUARDRAIL CONTAINING STEEL BLOCKOUTS. BLOCKOUT FOR MAINTENANCE REPAIR ONLY TREATED STRONG POST 8'-0" POST GUARDRAIL REQUIRED & Tff ♦Rq T DETAIL A*• -AA POST MAY BE HOT ROLLED OR WELDED. 3" B" GUARDRAIL INSTALLATION 4" WIDE BLOCKOUT ^ NOLES I SITES REQUIRING LONGER GUARDRAIL POSTS N ry I ry 3.. II I a 4.. NOTES: - II Wx10" BOLT 8"z8"z1'-2" II TREATED PINE wo 1 AL BOLTS, NUTS, WASHERS, AND OTHER 'ME- & NUT BLOCK OR STEEL ITEMS ARE TO BE GALVANIZED. -� �I II II RECYCLED W MATERIAL N 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY BE INTERCHANGED ANY ONE PROJECT WITH _ _ LI' I� W6x8.5 OR z H THE RESTRICTION THAT THE SAME TYPE OF II W6x9 g POST AND BLOCKOUT MUST BE USED IN ANY SINGLE RUN OF GUARDRAIL. - -_ - II OPTIONAL HOLE m 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE II TO FACILITATE GALVANIZING JOINT, HARDWARE, ETC, SEE SHEET NOS, 5111,01 AND 501.02. 3'/z' DIA. ,1 HOLES 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE TOP OR BOTTOM OF BLOCKOUT AFTER 5/e" z 18 u IuI BOLT IS INSTALLED. HOLES IN POSTS I� D BRACKETS TOBEDIA i'i CRT POST STEEL POST A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `�/D❑T CG-3 STANDARD BLOCKED -OUT W-BEAM GUARDRAIL ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS 236 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 SHEET 1 OF 1 REVISION DATE 5D1.05 2.01.02 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 CC-12 NOTE' COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING' CG 12 A GENERAL NOTES: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA N SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) "5 DOWELS, 8" LONG AT 12" C-C DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 5 ) T EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD . �, �,' SURFACE D.; D.; BASE SUBBASE NOTES( 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. S. CG-3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-7 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL N THE SECTION ON GS URBAN STANDARDS. S. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10-OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS. STANDARD 4" CURB SPECIFICATION REFERENCE 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 1. THE DE ECTPBLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS SIDEWALK 12`1 MAX B OF SECTION 504 OF THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING SURFACE. RAMP 72:1 MAX DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS 48:1 MAX 12:7 MAX 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' 4. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED T CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MD -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER P/z'. 8 10`7 MAX / (SEEATABLE) (SEEABLE) TRANSITION GUT1 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB TYPE A L/ A TO 20:1 THROUGI RAMPS ARE INCLUDED IN PAYMENT FOR CURB /CURB AND GUTTER. PERPENDICULAR TO 201 TTHROUGHE RAMAN P LENGTH LGUTTER PAN MAXIMUM SLOPE 20:1 6. CURB RAPS ARE REQUIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF Y 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. 5' IN 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE c MAX 5' -0" MIN 12:1 �C SHAPE TO MATCH FACE CURB RAMP LANDING FLOOR. �� 'l OF ROADWAY CURB 2:1 MAX 8. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS BACK OF CURB 48 IN SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD 2D:1 NOT BE LOCATED BEHIND VEHICLE STOP LINES. LIGHT POLES. FIRE HYDRANTS. DROP 48 INLETS, ETC. TYPE B 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT PARALLEL THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE LAR OPTOTTHE CURBNECTION OF THE CURB OPENING IS "MIN SECTION A -A PERP10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH THE BAD( OF CURB. 1tj MAX DETECTABLE WARNING SURFACE PERMISSIBLE 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES 121 MAX g m CONSTRUCTION OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE 5•MR ** *yfD' JOINT A FACTORY RADIUS OR BE FELD-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. SEE CG-12-INS PAGES 204.06 _ +N AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. 4•MM AT , 2" HIGHER THAN SECTION B-B EDGEE OF PAVEMENT AT)K)K ,SAME AS TOP OF CURB NOTES: TYPE C 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, PARALLEL & PERPENDICULAR SEE SHEET IOF 5. 2. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, TRUNCATE- DOME REGARDLESS OF THE SLOPE. .6"-2.4" C-C 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING. o y O O o 0 0 o z 4. DIAGONAL PLACEMENT IS NOT PERMITTED. �- N1 O O O O o O O O O O O O O O O O 0 O o 0 0 0 0 O 0 ti 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �? 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5OX-657.. OF BASE DIAMETER o --- --- ---- --- - d "-14" VARIABLE FULL WIDTH OF RAMP FLOOR _ BASE DIAMETER pqY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL 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 ILK 48.1 MAX. GFW CONCRETE CURB ONE DIRECTION WITHOUT BUFFER STRIP CROSS CROSSWALK TWO DIRECTIONS SMALLER RADII WITHOUT BUFFER STRIP A N i XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION \VD❑T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE N THE CENTRAL OFFI( ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE SHEET I OF 5 REVISION DATE (GENERAL NOTES) 502 SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 204.01 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 204.03 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION ONE DIRECTION WITH BUFFER STRIP IDII SPECIFICATION REFERENCE 105 502 5040 U CRAIG W. I. KOTARSKI Lic. No. 0402048507 -116. O5-05-22,Qv. ^� E 0 N OV N 6 ¢ 0 > E 'LE w LIM v3 ♦U ¢ L, 0 3 M. W O L M ¢ _ U w Z W J-UT O O q Nv H COW d Z -L q f 0 In V (n (y w 04 (ID i UD ry Z O �UaM C Uri(n O N i M � d � W J Or) CD UJ uO F- 2 Lu Q) 0 O 0 Q) x N ~ � N w F N .w O ¢ l�T) Z O O DATE 0210712022 0 O DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE \ V / z _J J Q 0 2: w LL I on Q xx W 00 LLLL `) LU - pC C) O L DUMPSTER ENCLOSURE DETAILS N.T.S. JOB NO. 46883 SHEET NO. C1.3 ALBEMARLE COUNTY \ \ GIS CRITACAL \ \ a SLOPES - MANAGED 1 2 It \ FSHEETC2.1 _ _ _ _ s SHEET C2.2 Z6 ✓OHN WARNER PKWY � \ sue----- <— ✓ _ l I\\\ \ � _ w. TM61-167 \\\\\ \ APPROXIMATE LOCATION / / \ ` J I I \` \ \ \ \ ` \ - - - - \ — — _ - ; / ' / '� ' i / ' . / _ _ RlO POINT LLC F \ FEDERAL DAM BREAK \ 71 �/� \ - - J - / ` \\ �\ III \\\\\\ \ ` \ \ _ _ _ .._ - - _TM-6f19TC _ - '_ _ / �" / ' ' / ' ' _ _ . d _ _ _ 1.584 AC \�\ \ / INUNDATION AREA / / \ \ _ : \ ` ?w2 `- / I I , `\ \` \ \ \\\ \ \\ ' / -RlO_PD_/N_T-LL_C/ ' ' / \\\\\\I\ \ /°� cn A' I I5734AC / - / [ ok \0 0 > — / It 0 /1 ////'/r 1 '/// //./' µ// /•// '-/ /_ �/ - r /_e`\/ _/rr�/ �/�`'\/ \ �\ // ////\,\\h� / /,` / //\ \ , t I_ \\ /orIt l o /SHEET C2.3 / .4 ° ° o\ \ j/ o ° /o%o o /°\ 0 °//t 1 / \0\ ° o 0 0 \\-\\ \ °` �/ AL MARLC96yqf1/ \ \\1�IIII, I�GI/ ° ° SCRITA� 0 \�II IIII 1\T 0 0 o 1I///-/�IJ$E V D1 r , 0 O 0 \ b 1\II !I I r// I / ZONEAE o/1P I I l I 0 o i o ° ° 0 0 o ° °\ %`\° oo�I \ ° It °TM61-168&169 o CITY OF CHARLOTTESVILLE 0 DB4622 PG523 ° \ 0 o / / It 1 FLOODWAY 0 0 -- - - - _ 0 0 ° ° WATERPROTEGTION - - - - - -_- _ 0 0 ° 0 G0 RN - - - - - - - - - - 0 0 0 o/ 0 \400'STR_"01JFF&R_0 /— /° SHEET — — —— SHEETC2.6 o \ /° 0 CHARLOTTESVILLE °/ ° WALDORF SCHOOL INC. - < 0 0 / D84202PG. 453 4I I\ \\ I I/\IN IO� II�/II I �I OO 0 \j\ \\\ \\ I I I (II1 ,_0 / .; -\ \ /, _\ o o 0 _ �// t If O O O \ o o ° 06 0 o o o/ O IIIIII 0 0 0 0 0°�\\ 0 0 0 0 / TM 61-167A o / o 0 o i o 0 0 0 0 0 0 0 \ RlO COMMONS LLC 0 0 O 0 0 \ DB. 5085 PG. 669 ° 0 0 0 0 o I \ USE: RESIDENTIAL o o ° I o o ° 0 0 o i U 0 0 0 0 O o I ° ° O 0 0 0 0 \ O O O O O O O O ° I ° ° O ° o 0 o ° I / ° ° ° O O O 0 0 0 \ / O O ° O 00 I / O ° ° \ 1 O ° / 0 0 0 0 \ o / O / SCALE 1"=80' 0 80' 160' C'>LTI3 F 0/ CRMG W. J. KOTARSKI Lic. No. 0402048507 .,,b. 05-05-22 a. F Q DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1 " = 80' J VJ O zL_j� ~� O� 2:O Z O m LL Q O LL 0 X U w J w O JOB NO. 46883 SHEET NO. C2.0 c a c L LEGEND: — ----___ SCALE I"=20' SHEETC2.1^ SHEETC2.2 \ - - SD CURB INLE 0 20' 40' REMOVE TREE /,iCURB TOF- / INV IN=419.6E -- / \ < ____--__ INVOUT=419.61- REMOVESTRUCTURES& �' \I _,\-___--_ HARDSCAPES 00 J - ---------------- --- _----__--__ -- SAWCUTPAVEMENT R�G ---- _ — — — — — — — _ /�� / / E � ` - I ,' \ � -f I^ \ / SHEET, 2.3�1j �1/I< \ � / SHEET - ------- - - - - -- ---\ SD CURB INLETW/MHD - -___-- -- __= ryI/liill//I / P- — _---- __---------- TOP=429.42' �IIIIIIIIIIIII,i\\ �/ \\ - - I \ \ \ \ INV.1N=42-21.9ri1�'RCP - \ \ \ INV.OUT=421.92'15"RCP f II1/1`e \\\ /_ I \\\ \\\ SD\CURBINLETW/MHe \ r �llll<<� .__ \\ INVIN=422.80'13"RCP \ \ \ O IN�0�=42�.60'15"R(SP \\ \�------ _ \\\ SH-E C2 \.\ S}iEE��2.6�/ / �p INLET W/GRATE INV.OUT=416.�7' 18"RCl3- /- / / ' / / ' - i / / / \ \ • \ ^ \ \ \ \ \ \ TOP=425 4§' _ _ SD CURB -INLET W/MHD PERM. DR1N\ \ ` \ \ \ \ \ \ \ \ \ \ \ \ _ _ INV OUT=422.98' 15 RCP- - ` - - TOP=428.72' EASEMENT \ ,wn NV.1 N= 20.85' 15'RC�n, EJfLrEPTl011f 13: i ' / \ / \ _ ccS MEN o n n \ \ \ \ \ \ \ \ \ \ _ _ - - _ - INV.IN=420.85' 15"R'P / ACCESS / / \ ^ ^ \ \ \ \ \ \ \ \ \ - - - \ - KEY MAP EASEMENT - it \ - — — — — — — — — — — — — — — PAVED WALK -FD S'C"T40 PEF�MDRAIN ' 43b EASEME(VT I - -- - -- - - -- SEEVDOT�PLAN-------------------------------------- ------------------------ PROPOSED TEMP. / SLOPE EASEMENT \ SEE 1LC10T PLAN I I I \ \ \ \ r \ \ ` \ \ \ \ - _ _ _ _ - - CENTE''RLWE JK\TRAIL \ \ �-EE\DO�PLAN \ \ \\\\\ \\ \\\ ry --_- I 'PERM. PARK_ _EASEMEIV f / - - - - -- SEE VDOTPLAN- - ' Q a N \ - ----- -----I PERM. PARK _ \ ` — — — — — — EASEMENT TM 61-167C \F0 \ - I \ 1 1 \ RIO POINT LLC ---------- \\\\ \ \ \\\ \\ \\ \\ \\ \ DB 5469 PG 131 \ \ \ \ u \y I \\\ �454---- - - - - -- LLJ p6 25.734ARESLLJ \ 1 ----- - -" � ^ \ I I I \ \ \ \ \ \ \ \\ \\ \ \ \ \ TM 61-167C/ / 25.734 ACRES LLJ z TM61-167 = 1.584ACRES 456-------- - TOTAL AghEAGE=27.318ACRES '---- - - - -- _ ------ --- ' cJ _ I < \ \\ \\ \\ A28 \ \\ ALBEMAR\4,ECbUNT\YGIs \ I\\ \\--------a6s-' ALBEMARLE COUNTV GIS ^ \ ^ J/ / \ CF�ITICiAL SLOPFyS-1{�1ANAGED \ 1 CRITICAL SLOPES - PP SERVED I \ \ \ ' / \ \ \ \ \ Q \ `•fry \ / \\ \ \ \ \ \ \ \ I I , — — — — /46 fjEMOVETREES PER THIS PLAN (TYP) /<� `��� " 2 WALNUT ' /'/ I / I REMOVE FENCE- ' 464' A7o / /' -- --__-402-_ y°j I 1 1 ' I 11 0 /' // 68' �� ' ' \ Oro X ,/ / / 470 24" CHERRY RE / / / / / �^/ ✓ / I I I I I / 1 / / / / / / / D MATCHL)NE SHEET CIF1.3 LTH CRAIG W. J. KOTARSKI Lic. No. 0402048507 A 05-05-22 a. CL O oc t7 F DATE 02/07/2022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' ^Q Z O >Ld ZO CJ G w < C) o m 06 LL Q V ) 00 0 Q O V Z X W JOB NO. 46883 SHEET NO. C2.1 c a c 0 EL n c m w a c m L aN C c 0 d 0 3 a 9X 2 au) 2z 00 6 2 c EE 6 0 m w m h a0 O w Z zN Od 2 a 0 S. a 2 Y J N N 2 w 6 2 2 h w `o E m 06 a c Nv '0 :2 0 m o m � � 2 m A = c m s. E h w tE� E L 1 / 1 / 1 SD FI/ARED END SECTION II OUTLET=428.45' 1 / 1 - / 1 ALBEMARLE COUNTY GIS - / 1 CRITICAL SLOPES -MANAGED JOHN WARNER 1 PKWY SCALE 11"=20' SH T 2 \�� \ _ SHEET C2.2 \ 0 20' 40'- ��\III\\\\\\ i I /Ill/ 1\\1 =Q SHEET 2.rz - = \ \FIEET C2.6 / ' �\ \ \ \ KEY MAP LEGEND: PERM-DRAtN-- - ----- �\--------- ----- ------ - -/ _ \ _ �\ -------------- - -- —� REMOVE TREE EASEMENT---------- -- - - - - - - - - - - - - -- - - - -- -� /----SE€VDOTPLAN�� — — — — — — — — — — — — — — — — — — —------_- --- --- _\\ �REMOVE STRUC TURES & -W -- -- - - - - ----- - - - - -- HARDSCAPES ------------- -- p p _ (, t7}3 - - _ / ' �`4p53 F'rt„ - p --Z _ - - ,t GR�.f� __--_'G(��L ("`t.7r/iy 6"MAPLE PERM. PARK SD INLETW/GRATE / _ ___-- TOP=444.03' _ - - _ _ �/- - EASEM�Ni - - - _ 460 INV.OUJ=43-2.S3r15"RCP _ _ ,/ z' /'' ' / - - -PERM. DRAIN / / ' , - - EASEMENT / / / A60 _ , ' ' SEE VDOT P-LA1\- i / w . ' ' \ \ \ \ \ -A, \ \ OVERHEAD POWER LINES TO BE RELOCATED - - - - - - - IN ACCORDANCE WITH POWER COMPANY -PROPERTY LINE TO BE VACATED 0 I/ MHD 1 I TOP=441.24' — ' — _ II INV.IN=42M&=24`RCP _ _ I 1 �O�T-STRUCTURE=424.04' Z \\\ \ SD INLET W/GRATE / TOP=446.25' — — --7 \\\ INV.IN=432.05' 24"RCP 1 INVOUT=431.80'24"RCP / \ SAWCUT PAVEMENT SD CURB INLET W/MHD TOP=454.27' INV.IN=449.87' 15"RCP INV.OUT=449.84' 15"RCP -466' _ - REMOVE TREES - - - - - - \ \ \ \ r \ \\ X / / / PER THIS PLAN(TYP) EXCEPTION 8; '460 - �- - 24" HOLLY REMOVE QWEST COMMUNICATIONS Dp ® ,-" 2'x2'CONCLID CORPORATION F A fZ TM 61-167C _ - - , _ _ D8. 3613 PG. 352 \ \ \ \ � \ \I \ \\ / / � � / w' �O f�/'� RIO P_ 011't1T LLC - SHED V E SEE VDOT PLAN \\ \\ \\ \ �\ \I \ \ / / / (� I`� 467 - - TM 61-16 7 \\I mo D� 5469 PG 131 _-- a7o i o RIOPOWT LLC 25.734 ACRES i _ — 1.584 ACRES \ TM 61-167C .25:734 ACRES — — — — I \ \ \ \ I \ \ \ / 24" MAGNOLIA 16 TM 61-167/ - 1.584 ACRES � TOTALACREAGE = 27.318 ACRES _ ----- SHRUBS \ \i 1\ I\ \ 1 l \ \\ / ,/W - ' - - - - REMOVE SANITARY / - CLEANOUT 24 MAGNOLIA REMOVE STRUCTURES ® 48" MAPLE 24" CEDAR / o & HARDSCAPE PER THIS PLAN (TYP) / ^ SHRUBS / / ® I III III III II � I / 'I 18"DEC 5 I I Illllill I I // / 8"DEC O /- .REMOVE OVE i "HOLLY '0 WELL 1-112S Y MOUSE / 410 REMOVE FENCE REMOVE POWER POLE° REMOVE 1 REMOVE POWER POLES L -- -� I I I II I I 24"HOLLY � / _ - HEDGE OVE �- ® 36" MAPLE \ OHp SHED \ p - ' ' \ \ ® 12"DEC O \ 38" DEC / \ 4 1 REM VE 1 OVE - ® DECIDUOUS TREES / Yl IJ' / / / \s SHED 15"CEDAR REMOVE POW€R-POLES o /p, \ 1 REMO 18" DEC VA ■ )♦ 1♦ S )♦ )♦ )♦ )♦ )♦ )♦ S S S S S S 1♦ �/S )t, S S S S S S S )♦ )♦ )♦ )♦ )♦ )♦ 1 MATCHLIN� SEE ET C2.4 - - - _ 0= - Hp - - - / BOX 1 ;I p LTIi _ Fu � ) CRAIG W. 7. KOTARSKI Y Lic. No. 0402048507 05-05-22 a. n E 0 N OV N c > E w ai E ! Q LL o 3 LL w O L M Q J U OW v zF �x ���� U) _ N = U > � a o q' N . M d .'r OJ J (n O C7 0 x F 0 w Lu x z O 0 Low F DATE 0210712022 DRAWN BY VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' Q O J Q > O zwLu w Q < 0 Om06 LL Q (%) 00O LL z O 0 O z X w JOB NO. 46883 SHEET NO. C2.1 0 0 0 3 a 90 2 o au) 2z 00 6 2 c E6 M �N a O w a Z zN od 2 a 00 o� 2 a 2 Y �" w 0 w 6 2 2 h m = 0 w `o E m 06 a c 2a 225 0 �+ o m m � � 2 m In I.= =0 m 50 h w tE � E L SHEET C2.2 SCALE 1"=20' / I /III — 1 I �` \ ` I I 1 1 1 1 1 I 1 1 1 \ / MATCHLINE SEE SHEET C2.1 / IF 0 20' 40' ,/ �,, I �1,1,1, 1,1,1,1,1,1,1s1,m m m m m mi m IF IF IF IF If IF If IF IFIf If �- If If 3 ,SHEE-rC2.4j - - If IF If If ///'�/1//ICI i �=• i' , �\ \CI / / / / If Aj IF If If I =T C2.5- // =Q / // / / / / / / / I / SHEET C2.6 / / If / � � / / / 3.4„_ 12"CHERRY \\ / / , / ' / / p REMOVE STRUCTURES \ If / / p HARDSCAPE PER // IF / / /' �' / / ' amp THIS PLAN (TYP) If 3 12„'-a°5„CEDARS / / / / / / / / / / / / / �yti ( ) If / / / / / / / �° / IF If / / 36" WHITE OAK A58 REMOVETREE , /, // / / // / // / / REMOVE STRUCTURES & HARDSCAPES / / / / as as °� / �y I / / / / 6,' IF / /' // / l 6"HOLLY / I / SAWCUT PAVEMENT O , / I I ' I / / / / 1 / / 1 I (2)12"CEDARS / / /' / / ,' 1 ®36"PARADISE / / If IF IF If IF I IF I / / / / / / / / / / / REMOVE TREES / / / / / \ / , , // �� / / / 36" CHERRY I / , / I I I IF / / / / / /' I 1 1 I 1 / / / I / I l / l / / / / 1 I I I � / , ,' f/ IFl l / ' /' If IF l 1 I I IfPER THIS PLAN (TYP) / 1 /' I r, / l / If l l l I 1-470— lIF / 1 I I I I / / / / / I I 1 /' ,' , • / ' '- — J / I I I I I / / / // / // If O 1 I 1 1 I ll l l I I\\ / I ALII3EMARl'E COUNIfY GIS / I I \ , / / ti / w / I STEP SLOPES (T`{P) I I I / / I I I I I \\ ` \ TM 61-167C / / / / , / ay ' w If I / 1 RIO POINT LLC / Z t IF \F It \DB 5469 PG 131 / IF i IF\ 25.734 ACRES, 06° TM61-167C = 25.734ACRES I I I I I 1\ \ \ , II 1 II \\ \ TM 61-10\ \ = 1.584 ACRES - - - _ _ _ _ _ - / / / , I / I I I 1 1 ` \ 1 \ ` \ \ TOTAL ACREAGE = 27.318 ACRES 1 1 I I I 1 I I \ \ \ \ IF If If If If III If If 466- It If IF IF If If If If If I If /' If IF If /{ / ALBEMARLEbOUNN j' PRESERVED STEEP' ' I l I I \ \\ \ \ - - _ - - - - - /' / SLOPES OVERLAY l l ' DISTRICT ae2 If If If I //// ll / / I I 1 \ — 6If IF I I I I IIF IF l I If / I I IIf - / // It If If I -45 _456- ' / I - - - - - _ _ If \ \\ \ - - - - - - - - - - - - - / / _ _ I / / - - - - - - - - - - - - - - - - \ 1 \ \ - - - - - - - - - - - - - - - .454. If / I I \ \ /\ / / / \ \ \ ALBEMARLE 60UNTYMANAGEI7 \ \ ` - - - - — 450 — STEEP SLOPES Ol/ERLAY \ - - B ` DISTRICT 4 _ - - - - ALBEMARLE COUNTY GIS - \+ \ \ \ \\\ `\ \ �^�------------------------444--__ MANAGED SLOPESPYP) - - -- \ \\ \ \ _ 4 _ - - - - - - _ _ _ / -438-_-_ 438- \ ` _ - - - MATCHLINE SEE SHEET C25 KEY MAP LEGEND: CRAIG W. J. KOTARSKI Lic. No. 0402048507 .,,b. 05-05-22 a. n E 0 N OV N c > E w a E ¢ LL o 3 0 LL t K O L M Q J U OW d u) N N v zF v� �x n< _ N = U > �Lei N � M a� OJ J CL O oc f E H 9- w O UJI OI� DATE 0210712022 DRAWN BY R. VAN NIEKERA DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' JOB NO. 46883 SHEET NO. C2.3 L _ -\\ _--472-----------'-/ / — MATCHLIN� T \ / MAIL I� BOX �__-- - - - - -_ ---- \ --- / � I 1 _ R GVE WALLS OHp cl J' o - _ REMOVE MAIL BOXES I 1 -I ----__-----30'_&28"DEC 468 - /i/ \\ __-- PROPERTYLINETOBEVACATED II I - - ' OVERHEAD POWER -LINES TO BE RELOCATED I y IN ACCORDANCE WITH -POWER COMPANY I� / 20" CEDAR\46 / jT 1 --- WALL /' \ II466' � ' \ 1 --' --- / EXCEPTION 8; QWEST COMMUNICATIONS CORPORATION I � DB. 3734 PG. 412 - - - - - - - - - - - - - 26" DEC /'� - - SEE VDOT PLAN - ' I 1 _ \ HOLLY \ \ .. A62 ----- ----- \ I REMOVE \ I 1 , 1 TM 61-167C RIO POINT LLC 1 DB 5469 PG 131 1 25.734 ACRES TM 1 C 25.734 ACRES TM 61-167= 1.584 ACRES 1 TOTAL ACREAGE = 27.318 ACRES \\ I I I I M- N I CLLI I U I I io To LLI U) I z 1 I II II I x IGN RELOCATES\SIGN 1 - - - - - - -458- _ O \ \ I 1 \ 1 \ 1 OVERHEAD POWER LINES TO BE RELOCATED O I IN ACCORDANCE WITH POWER COMPANY = I 1 � I \ 1 \ 1 \ \ O \ Z 1 \ 1 \ 1 \ \ O z 1 P ss. \ STREAM (TYP) - ` x \ 0 \ o - 454. \� 1 \ '456 \ ■ 452 - \ \ •450— — — — — — — \ — \ -464_ x \ \ \ MATCHLINE SHEET C2.6 I \ I\ 8 ` \ \ EXCEPTION 7; CENTRAL TELEPHONE COMPANY OR VIRGINIA DB. 3734 PG. 412 1 SEE VDdT PLAN 1 \ OVERHEAD POWER LINES TO BE RELOCATED �N ACCORDANCE WITH POWER COMPANY ( I I I II t�s♦�sssss������ s SAWCUT EXISTING PAVEMENT ALONG PROPOSED LANEIMPROVEMENTS SCALE 1"=20' 0 20' 40' REMOVE TREE REMOVE STRUCTURES & HARDSCAPES SAWCUT PAVEMENT SHEET C2.1� J SHEET C2.2 I,\ �H_EET C2.5-EE C2.6 .I C LTH F r� CRMG W. J. KOTARSKI Lic. No. 0402048507 .,,b. 05-05-22 a. n E 0 N OV N > E I- W N 3 LL o 3 0 LL K O L M Q J U cW W J —N > o rn d n N N z F v � �x �-�E 04 =� _ N = U > c '^ N � M a� OJ J ui rr 0 0 0 w a Z O 0 CL O oc x E H 9- W O I DATE 0210712022 DRAWN BY VAN NIEK DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' Z Q J O J Q i zw Ow C <o Om06 LL Q (n 00 LL Z O 0 Z O Z X W JOB NO. 46883 SHEET NO. C2.4 L 436-___ MATCHLINE SHEET C2.3 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1• '� 1• �\ � 1. 1• �- � � 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1• _ � -� 1. 1. 1• \� � � � E � 1. 1. 1. 1• � � � 1. 1. 1• � -� 1• � � � � � � � � � � � � - - - - - - - _ _ - _ - _ \ __---432------ ------------- \'` \'\ TM61=1�r7�------- C ----_----- \\YRIOPOINT LLC "u- _ _ DB 5469 PG-1-8r - - - -' -------------426 _'Z5.734ACRES \REMdA(E POR- ON OF fREELINE \ ---------- ------------\ \ TM61-167C = 25.734ACRES 1p \\\ TM 61-167 = 1.584 ACRES - ----------------- -- - - -- 426 -- `\ \-T6Ti4LACREAGE=27.318ACRES- \ --- 422 - - - - - - - - - - - �\ -420- - - - -_ `\ \ \ - _ - \ �� _ _ \ > ALBEMARLE COUNTY MANAGED ` \ ��� --_ 2-_ \ _ - --41 _------------\\ . '� \- - - - ,'' STEEP ,SLfJRESOVERLAY ;� 41 - --------- \\` \ - /> ----- --------'//-__-'D1SiRICT \ ' \ \ \\\ \\\ \ --408-- \ \/�-- - - - - -- -- -- 406 I 1 n ' I- - - - - - - - - - - - - - - - - - 0 i RTO COMMON-LL-C - - / �\ __-----DB- 5085 PG-669 -(SSE. RESIDENTIAL_ - - ' N w -z \ \ ALBEMARLE COUNTY \ \� PRESERVED STEEP \ SLOPES OVERLAY \ DISTRICT LEGEND: 1 / REMOVE TREE ' REMOVE STRUCTURES & \ HARDSCAPES SAWCUT PAVEMENT i i SH T 1� _ \ SHEETC2.2 \ SCALE 1 "=20' 0 20' 40'ySHEF�TC2^4; HEET 2. SHEET C2.6 --_ KEY MAP ♦ ' p LTH _ F CRMG W. J. KOTARSKI Lic. No. 0402048507 .,,b. 05-05-22 a. ui rr O x C7 0 x F w Lu x Q z O U) 0 0 am O oc f E H z O a v In w 0 z O H w 9- w i O I V UJI OI� DATE 0210712022 DRAWN BY R. VAN NIEKERP DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' zw J Ow CO LL 00} H� z I..L O U JOB NO. 46883 SHEET NO. C2.5 L MATCHLINE SHEET C2.4 --__ Q \ \ > \ \ \ \ I 1 \ oN \ \ \ \ \ \ \ \ \ \ \ ALBEMAR4if COUNTY GIS MANAGED SLOPES (TYP) / / / / TM 61-167C / RIO POINT LLC DB 5469 PG -131 / ' OVERHEAD POWER LINES TO BE RELOCATED 25.734 ,4CRES IN ACCORDANCE WITH POWER COMPANY / Q I TM 61-167C = 25.734 ACRES TM61-167 = 1.584ACRES ' TOTAL ACRFAGE=27.318ACRES \ Q \ \ REMOVE SHRUBS OVERHEAD POWER ONES TO BE RELOCATED IN ACCORDANCE WITH\P\OWER COMPANY \ // RIO COMMONS LLC DB. 5085 P6. 669 / USE: RESIDENTIAL /7.108 AC 1 1 1 0 1 � 1 1 1 1 � 1 1 ' x 1 1 1 = � l a / / / / / 0 101 m co 0 0 SAWCUT EXISTING PAVEMENT ALONG PROPOSED LANEIMPROVEMENTS O LEGEND: REMOVE TREE REMOVE STRUCTURES & HARDSCAPES SAWCUT PAVEMENT 3HEETC2.1�\ SHEETC2.2 \ /EET, 2 3J /// _$HEEfC2^4; III/�IllJllll�lll\ \\_;/i///i/I� "\\I\ SCALE 1 "=20' 0 20' 40' KEY MAP J Uff F 0',�� CRAIG W. J. KOTARSKI Lic. No. 0402048507 .,,b. 05-05-22 a. ui O C7 0 x F w ti a z 0 0 0 DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' Q O J ~>0 Q zw Lu �OQ Om06 G Q V 000E LL 7 O 0 Z O U C� Z X W JOB NO. 46883 SHEET NO. C2.6 c a c 0 d 0 00 a vx oo au) 2z 00 o 2 c 2 F E- a o 0 d Z zN O d 2 a o a 2 Y J M X C 0.0 w 6 2 2 h m c 0 E M 0 m 06 a c �a 0 'a 0 m 2 o m 7, � 2 m m N 0 m 5E tE � E L \ APPROXIMATE LOCATION / \ FEDERAL DAM BREAK \ INUNDATION AREA/ ' 1 °°� ° \ ° 0k \ i \° ° \V ° \ FSHEET C4.1 �.��� SHEET C4.2 JOHN WARNER PKWY I I / I ----- o oil \ �eo� o ° e Flo \ ° /d o\ 0 b / . / SHEET C4.3 J -`' o/Jo\ °o\\\ °O°o / /oo° Cl o - O \ \°\ °\ \ / // ° 00 \l °o/ ° ° O O\ o\ ° ° °\\ o 0/ 0\\ D' / o o 0 of I Z O o 0 �: °d �\ l �O A\ O o 1 p \ b \° / PROPOSED 0 0 0 \ SWM ° ° 0 0 / / BIOFILTER 0 0 °\ O TM 61-168 & 169 ° ° \ \ \ \ °o ° / CITY OF CHARLOTTESVILLE o \\ \ % \ o \ 4 DB. 4622 PG. 523 _ ° \ \ / \ 0 0 0 \ / / O / J I / A SEMARLE NTY ° ° FLOODWAY% ° / / ° / /S PRESER 15D 0 0 / . 000 00 ° I STEEP SLOPE 0 0 0 0 / / / o ° / ER PROTECT/ON 0 0 0 / / o ° / TYR?D,1.NANCE ° 0 o / / O o 'TREAMBUFFER ° / / ° / 0 O 0 / 0 / o / 91 o SHEET C4 7 °0 /p / / 0 o ° ° / 0 / / ° %' SHEET C4.5 o ° 0 0 0 / ° / / / /� CHARLOTTESVILLE \ \ 0 O bo° // / / o� \ / / WALDORF SCHOOL INC. — ° O \ , ° / DB. 4202 PG. 453 USE: o ° o q / / /oo \ ELEMENTARY SCHOOL I o ° I oo/ / // oo �o O 0 O 0 I 0 / Y TM61-167C RIO POINT LLC 25.926 AC i I I PROPOSED / SWM BIOFILTER LLI v 9 INS: 1 i iawl O O O / / / O a a/ C\/, \ \�' -- O O o° o ° 0 0 / 0 o l° 0 0 0 / / // oo O O 0° / / / o � /' / o ° \ \ o� ° I ° / o/ice 0° 0 0 0 / 0 o ° / ° o 0 — i O O : 0 0 0 O l 0 O 0 0 0 o I 0 0 0 0 O O 0 0 ° I 0 0 ° o ° o ° ° I ° o o 0 0 O o° O ° ° o O O o 0 ° O ° I O 0 0 0 ° I ° ° 0 o ° O 0 I / o ° o 0 0 0 O 0 0 / ° ° 0 I 0 ° o 0 0 ° o O /o ° ° 0 O ° / o /. 0 O I 'C' \ M61-1 RI POINT L C \ .582 A ✓ i SHEET C4.6 _— PROPOSED SWM WET POND _,j RIO COMMONS LLC DB. 5085 PG. 669 USE: RESIDENTIAL RIO COMMONS SDP-2021-00045 (BY OTHERS, FOR REFERENCE ONLY) SCALE 1 "=80' 0 80, 160' ;n.UII F CRMG W. J. KOTARSKI Lic. No. 0402048507 -,,b. 05-05-22 a. ui 0 c� 0 x 0 w x a Z 0 0 DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1 " = 80' Q zu -i p 2:I� w0 O CD Q / O LL O J � Q 0, N L.1_ \W O JOB NO. 46883 SHEET NO. C4.0 O N 0 3 a 00 vX Oo au) 2N OZ a° o 2 c mw m`w m 0. 0 0 w Z h od 2 a 2 m � m 0 S. a � N c Z J m m X CO N 2 = 2 2 h m c m 0 E M � m aO m c Nv m 'a 0 m o m m � 2 m m N 0 m 5E h w _ E L SEE �- , X i \11 0 / JoN- ER /N � I CONSERVATION AREA 5�.89 ACRES \ I / I / / I IALB E RLE NTY CRI CAL ES- ANA( \ RETAINING WALL 7 M 70 32 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. LPN OSED INING WALL �� PERM. PARK 79' BUILDING TYPE D J• 152' BUILDING TYPE D BUILDING 12 TYPE D 6" GRAVITY SANITARY ADA PARKING SEWER SIGN (TYP.) LATERAL FDC I. E AVEC SCALE 1 "=20' 0 20' 40' LEGEND: CONCRETE SIDEWALK HEAVY DUTY ASPHALT \ \ \ \ LIGHT DUTY ASPHALT HEAVY DUTY CONCRETE CONSERVATION AREA MILL & OVERLAY S CURB N IMHD TOP=4 8.72' IN=42 .85'15' 50' LANDSCAPE BUFFER(TYP.) / SHEET:C4.17-� °/O0° °O0 °. 00 O SHEETC4.8 o ° / o .0 O °° ° / O ° o ° O 0 o 0° o 0 ° 0 o o ° ° 0 0 ° 0 o O. o /00 p0o/ C4.5 SHEET C4.6 E 1 FLARED END SEC7 INV.1N=430.53' 15"F / Al LTFIOF� r� 1 CRAIG W. J. KOTARSKI Lic. No. 0402048507 05-05-22 a. n E 0 N OV N c > E ai E w 3 � w i ¢ LL o 3 LL wo K L M ¢ U w z w —v O C7 W N H Ul � �i u w o oa =� = N N Z O �U> c '^ H N U � M w � iD ~ ZZ Lu cC C ui Q O nr U 0 O x ry F w w N x Q � a o 0 z o O DATE 0210712022 0 0 DRAWN BY R. VAN NIEKER / • DESIGNED BY PERM. PARK / EASEMENT ' • J. DENKO / SEE VDOT PLAN • CHECKED BY — SAN SAN in SAN 0"'" — � r � 6" GRAVITY SAN 14 SEWER LATE O POTENTIAL FUTURE i BUILDING. NOT PERMITTED UNDER THIS PLAN. f'~== IMPERVIOUS AREA HAS BEEN INCLUDED IN SWM DOMESTIC ° AMENITY --� CALCULATIONS LINE'B' AREA j 6" FUTURE e 5,488 SF DOMESTIC ADA PARKING AND FIRE SIGN (TYP.) LINE mmm ; 1.5"METER -- - VAULT e °61 a: \ \ \ C.G'6 \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ CG-12, \ \ \ \\\ \ ,I 9' TYP. ROAD 1 \ \ \ 6" DIP ACSA WATERLINE 6" X 6" TEE 26' PRIVATE ACCESS RE AND VALVE \ \ \ 6" TO 2" 6" X 6" TEE REDUCER AND VALVE \ \ BEND R10' R3' (TYP.) FHA \ \ \\ \ \ \ \ \ \ \ \\ \ \ \ \ \ \\ \ \ \ 990� 1 \ \ \\ \ \ \\ \ NE) \ \ \ CU \\ \\ \\ \\ a.e , a FIRE 4.2' e \ \ \ \ PRI \ \ \ FD RE LINE'B' LINE W 6, \ \ AC < \ \ Q a VA METER \ \ DOMESTIC LINE 'B' VAULT \ \ \ 6, a cc 1z BUILDING 10 \ TYPE B 143.s' \\ \1s \ 43' a \ \ \ BUILDING TYPE B a \ \\ 9'TYP. \\\ \ a-° 84.3' \\\ BUILDING TYPE B \ \ \ ��>• �>� m mmmmmmmm ow- MATCHLINE SHEET C4.3 \ \ a \ \ \\ \ LATER/ ' • C. KOTARSKI • • SCALE ' 1"=20' N e U i BUILDING 9 w PROPOSED TYPED U) RETAINING Z WALL j 90° BEND (TYP.) H FIRE LINE'A' 1140 Q R; FIRE LINE'B' 0 -! FDC Q >� O^ui 6" TO 2" 6" X 6" TEE O � OZf DUCER AND VALVE �� z O 6" X 6" TEE O AND VALVE R10' \ \\ \\ \\ \\ \\ \ \\ CG-12 a- \ 26' ` VATE \ \ CESS \ \ \ \\ \\\ 6 6 \ ° BUILDING 7 1Q \\\ TYPE B \ JOB NO. \ \ 46883 \ \ 9 SHEET N0. °. \ 4.1 a c m c ° d ° 3 a 9X 0o n� �N 0Z aO o 2 c m w m �N (L 0 O w 0: U) zN od 2 a F N o a 2 Y �" X C w o w 2 = 2 tN E �M 06 a c '0 'v 2a 0 m 2 ° m6 � 2 N h A = =s 5E h w tE � E L ■ 1 1 1 1 1 1 • OE 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. 3. OPEN SPACE PLANNING AND DESIGN TO BE COORDIANTED WITH AND APPROVED BY ALBEMARLE COUNTY PARKS AND RECREATION, WITH ASSISTANCE FROM OTHER COUNTY STAFF AND CITY PARKS AND RECREATION STAFF. (ZMA201900008, PROFFER 2. "TRAIL HEAD PARK") I A SD F RED END SECTION 1 SD 11 — - — - — - — - — - — - — - — - — - — - — - — - — - — l A ' T=428.45' 1 L — — — — — — — — — — — — — — — — — — — 1 ALBEMARLE COUNTY GIS 1 CRITICAL SLOPES - MANAGED JOHN WARNER � 1 1 PKWY \\ 1 \ \\� _ EX CURB Ill SCALE 1"=20' LEGEND: SHEET C4.1 SHEET C4.2 i 0 20, 40, IZI CONCRETE SIDEWALK IF x HEAVY DUTY ASPHALT SHEET C4.7 ° \\ \ Lid LIGHT DUTY ASPHALT 0 ° ° 0 0 SHEET 4.3 \\ ° 1 ° O _\\ HEAVY DUTY CONCRETE ° 1 _ ads ° 0 0 ° ° CONSERVATION AREA 0 ° OF�� CRMG W. J. K07ARSKI Lic. No. 0402048507 �,,�. 05-05-22 a. a ° -Oa o E ° 9 O u _� SHEET C4.8 00 — I; - N c / MILL & OVERLAY O 0 ° .0 SHEETC4.5 SHEET C4.6 E ;i' > E INV ° / ° o / O I I �" w 6E ° ° u 3 \ o /- °°o o o I 0 0 � ° rWVi v ¢ °° LL w0 0 0 0 0 0 0 KEY MAP w .J�. — n O awi \ \ \ \ I) W \ SD CURB INLET WIMHD _ N ------- \��: \ TOP=447.65' > `un z O r --- — _ --- INV. IN(S)=442.05'15"RCP a vI _ INV. IN(N)=433.70'15"RCP N N w \ \\ INV. OUT=433.65'15"RCPLu M a ♦ \ �T� 2 ELn u 6" MA E ♦ I ---- _� CONNECT SHARED USE SD INLET W/GRATE - --- _ _ - PATH TO EXISTING \ \\ PERM. PARK 30' - _ _ _ _ _ o PROPOSED 50' TOP=444.03' - -- _ _ - SHARE USE PATH i \ \ \ \\ j No EASEMENT - _ - -- \\ w N LANDSCAPE BUFFER INV.OUT=432.63' 15"RCP _ _-- _ \ , \\ w F \ \\ U PERM. DRAIN I ` \ \ \ \\ ¢ 1 PROPOSED EASEMENT \ \\\ o 0 20.53' SEE VDOT PLAN I I \ \ \ \\\ ; DATE STORMWATER MANAGEMENT j LEVEL 2 BIORET NTION (2A) 176.12 I ; \ \ FACILITY\�\ ? 02/07/2022 ♦ \ \\ O F 28.25' I I ♦♦ \\ \\\\ } DRAWN BY _ W ♦ \ \ \ R. VAN NIEKER ILI \\ Z: 1 I I ` \ \ \ \\\\ DESIGNED BY W I \\\ w \ • J. DENKO 30' LANDSCAPE I ` \ \\ SD CURB INLET WIMHD • CHECKED BY = 8" ACSA SEWER I \ \\ U 1 BUFFER(TYP.) ` \ \ \\ T V.IN=4.2T • C KOTARSKI N SAN SAN SAN SAN 40 I 1 \\\ INV.IN=449.87' 15"RCP PARK AREA 1 INV.OUT=449.84' 15"RCP • I \ SCALE i ••�O • 1 �� = 20' I •• • 1 1 � \ 6" GRAVITY SANITARY 6" GRAVITY SANITARY EXCEPTION 8; II O \ • SEWER LATERAL SEWER LATERAL I I QWEST COMMUNICATIONS II I \ \ I p 1G I I CORPORATION III I \ I N�oRA p BUILDING TYPED DB.SE VD PG. AN BUILDING 9 79' SEE VDOT PLAN TYPE D BUILDING 8 BUILDING TYPED I I 1 11 I C rn TYPE D I I OPEN SPACE j I \ I I -1 -� DOMESTIC LINE'B' muumuu PROPOSED 1.1 ACRES i y RETAINING I DEDICATED FOR PUBLIC USE. I II GJ v FIRE LINE'A' 90° BEND (TYP.) WALL SEE NOTE 3 ON SHEET C4.2 1.5" METER FIRE LINE B' VAULT 6" X 6" TEE I I I I \ \ 1 ��-► AND VALVE 1 SIG PARKING ADA PARKING SIGN (TYP.) SIGN (TYP.) --- I W 6" TO 2" I , . 1 e II \ z REDUCER FDC < a : I I \ �I I aq p cl 1 J CG-12 e i -a. 4� ° ° I - °. � 1 7 11 1 W a: _ ° \, a.a \ I— \ \ \ \ \ \ \ 6i� 6 \ \ \ \ \ \ \ \ \ \ \ \ \ • CG-12 \ \ \ \ \ \ \CZ \ \ \ \ \ 30' LANDSCAPE I I \ I I w \ \ $ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I BUFFER(TYP.) TLXF�1..1. Q 18l I I I i i m \ \Ev €� \ \\\ \\ \\ \\ \\ \ \ \\ \\ � E�( o RAN TO BE DEDICATED O 06 9' TYP. \ \ \ \ I I I I I (0.82 ACRES) H� z If \ D ROAD 1 \\ \\ \ I I ! I \ I O O 26' PRIVATE ACCESS \ <- 6" X 6" TEE VALVE (TYP) 6" DIP ACSA WATERLINE 90° \ \ \ BEND \n✓ `N \ \ I ° � I \ II Q FHA 9' P. R3' (TYP.) R1 \ \ \ \ \ I I EXISTING \ R3 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - \ \ \ \ \ \ \ \ \ I I \ \ PROPERTY LINE J \\ �\ \\ \ \\ \\ \ \ \ \ \ \ \\ \ \� I \ \ \ $ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CG-12 PROPOSED 19 PROPERTY LINE \ \ \ \\ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ \ \\ \\ \ \ \\ \\ I \ aq ° \ I I ° \ < , \ \ \ ROAD 2 \ \ \ I I I 10, \ I FDC 6"X6"TEE ADA PARKING 6" TO 2" a AND VALVE \ \ \ \ \ \ REDUCER 6" TO 2" REDUCER ADA PARKING SIGN (TYP.) SIGN (TYP.) \ \ \ \ 1 1.5" METER VAULT 1.5" METER VAULT ` \ \ \ \ \ \ \ I 'p \ \ PROPOSED 10' CLASS A -TYPE 2 SHARED USE 84 BUILDING 7 BUILDING 6 BUILDING TYPE B o \ I rll \ TYPE B 90°BEND (TYP.) TYPE B FIRE FIRE LINE'A' < ° \ \ \ \ \ I 1l \ MILL &OVERLAY JOB NO. B FIDOMESTIC 46883 RE LINE'' I FIRE LINE'A' SHEET NO. DOMESTIC LINE'B' MATCHLINE SEE SHEET C4.4° C4.2 a c 0 EL n c m w a C m L aN C C 0 0 0 3 a 9X o a0 2N mz a0 o 2 c mw m m a0 0 w Z Z m O d 2 a 20 0 2N a .Z Y J yvm X 0. w 6 2 2 h m = E 0 o � a c �a '0 'a 0 m m o m 6 � 2 m m A = m 5E h w t- � E L I SHE & C`4.�7 0� SHEET C4.3 SHEET C4.4 3 O O ° O o l ° O O O O o ° O \ ° ° O O O ° -Od O Ao V SHEE0° °/ / -o SHEET 4.5 SHEET C4.6 t o o 0 0 °° 0. o O / O O O 0 0 o/ ° ° KEY MAP 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 HEAVY DUTY ASPHALT \ \ \ \ LIGHT DUTY ASPHALT \ HEAVY DUTY CONCRETE F,� CONSERVATION AREA F1 MILL & OVERLAY / / I Ilr III II II / / SCALE 1 "=20' 0 20' 40' PRESERVED STEEP SLOPES OVERLAY DISTRICT _� ALBEMARLE COUNTY \ 50'LANDSCAPE BUFFER(TYP.) ALBEMARLE COUNTY MANAGED STEEP SLOPES OVERLAY DISTRICT rt\ v PRESERVED STEEP SLOPES OVERLAY \ DISTRICT Y \ --N32 1 PROPOSED STORMWATER MANAGEMENT FACILITY LEVEL 2 BIORETENTION (1A) FDC FIRE LINE'B' DOMESTIC N LINE'B' 90° BEND (TYP.) F 90° BEND (TYP.) FIRE LINI DOMESTIC LINE'B' FIRE LINE', 900 BEND (TYP.) FDC ;r- ADA PARKING SIGN (TYP.) ' s BUILDING 13 TYPE C 6" GRAVITY SANITARY SEWER LATERAL 1.5" METER VAU 90° BEND (TYP.) W — DOMESTIC LINE'B' J.[ FIRE LIN FIRE LINE FDC 152' BUILDING TYPE C BUILDING 14 TYPE C ADA PARKING SIGN (TYP.) 6" GRAVITY SANITARY SEWER LATERAL 79' BUILDING TYPE C PROPOSED RETAINING WALL \ \ \ \ \ MATCHLINE SEE SHEET C4.1 \ \ \ \ \ \ e wvw — — — — — — — — — — — — Mir �`���- 0/��Y' \ jl;�;�N RADAPARKING \GWa `° <.' BUILDING 7 �CRAI�3.xo'rARsxi� aN \ \ \ \ \ \ SIGN (TYP.) Lic. No. 0402048507 6"TO2""\\ FHA \\ TYPE B o0�—O5-22 \ -REDUCER \ \ =FReA\ a , \ sY c \ VAULT �� Sg, BUILDING 10 \ 6" TO 2" \ \ e: \ \ REDUCER \ \ \ \ \ \ \ \ \ \ e 6' TYPE B \\ \ "9C \ 18' \ \ � fig'TYP E VALVE 1. 411 0 Lu \ R10'- \ \ \ \ Q .. 3 a a < \ \ \ \ \ 1 \ \ \ \ K w L M \ jYP\ 9!-T". \ \ ¢ _j U w z O 22 o_�NN a 30 DX Cn \ \\ \\ 3.9' a? \ \\ 900 R10' \ \ \ \\ \ \ \ U) v N z BEND - \ \\ \ \\ \ \ 418 \ \ = U \ \ n \ \ O c > 6"DIPACSAWATERLINE ao �\ \\ FHA \\ �\ \ �\ \� \8\ \ �\ aMui \ U\\ a 7 CG12 \\ \� \\\ \ W D \ , u O -e \ Z \ \ \ ° c OL S e FDC j losz' OPEN SPACE a< \\ N BUILDING 5 0 \\ \ RO6D \ \\ 6,128 SF m6 6' TYPE B ' PRIVATn�j ACCES \ < \ \ 'X "TEE 90' BEND > O \ \ \ \ \ \ 4 VPCVE �' \ \ \ \\ \ \ \ ( \ FIRELINE'B' .. 041 \ \ -° \ D \ \ l \ . a ' DATE r, \ \ _ U\ \ \ FIRE LINE W > °' \ 'E�J \ \ DOMESTIC v 0 3.8' \ \\\ \ LINE'B' ' U } DRAWN BY \ \ \ \ \ w R. VAN NIEKER \\ \\ \ \\ \ \ \ \\ \ e .. 6"TO2" 1.5"METER w \ \ \ \ 19 REDUCER = a \\ \ \\\ \ 4.2' ..:6'a \ \ \\\ '°.< VAULT w DESIGNED BY \ J. DENKO CHECKED BY \ ' U • C. KOTARSKI T \ \ EDUCE \ \ \ \ \ z \ \ \ 2 • • SCALE < \ \ \ \ \ 26' \ \ \ \ 1" = 20' \ \ PRIVATE \ \\ ACCESS \ \\ 8 e a 18' \\ \ \ \\\ \TYPI\ i'B' °` - \ \ \ VA \ _ \ \ \ \ \ 6" GRAVITY - - m SANITARY a \ \ \ \ \ n \ \ \ \ SEWER ` e \ \\ BUILDING 11 $ \ \\\ ° LATERAL \\\ \ \ \\\ a TYPE B ADA PARKING SIGN (TYP.) o \\\ \ 91TYR \ \ \ DOG PARK \\\ \\ \\ \ \\ \ \\ 5,030 SF m 140' Z \Tl� \ v BUILDING TYPE B \ \\ \\ \\ < \\ill \\\ :° 79.4' BUILDIN G TYPE B \ \\\ \\\ \ < a J \\ \ \\ FDC \ \\ \\ - G_ FIRE \\ \ \\\ \� a \ -a L \ \ \ DOMESTIC LINE'B' CiT \ Z W 8�c \ LINE'B'\\ \\ w 1.5" METER VAULT a.. \ \ \ \ \ \ \ \ ` �� Q \ \ FIRE LINE W \ \ \ \ \ \ \N < a \ \ \ 6'.X_"ZEE O Lu m J \ R3' \ \ Q O CG-1241 O C5 oCG-12\ FHAJill R10' \ \\ \\ \ \\ \ \ \ \ \\ \\ \\ R10' \\ \\ \\ \ \\ \\ \ \\ OO 5.8' \ \\ \ \ \ \ \ \ \ \ \ RIO \\ \ \ \ \ \ \\ \ 6"TO2" 6 \\ \ \ BEND REDUCER 6" X 6" \ \ \ ROAD 1 TEE AND 6" DIP ACSA WATERLINE BEND J \ \ 16 24' PRIVATE ACCESS VALVE \ \ \ \ SAN SAN SAN S \ 8" ACSA SEWER 18 TRASH & RECYCLING ENCLOSURE 12' 22' 6 \ c ` \ N 1 Z MAINTENANCE _ — � GARAGE MANAGED STEEP ' CAR WASH AREA WITH 12 FREE STANDING SLOPES (TYP.) 30 HOSE BIB AND VACUUM GARAGES JOB NO. 14 // 46883 — — �/— SHEET NO. MATCHLINE SEE SHEET C4.5 \ / ' C4.3 c a ._ c L N c 0 0 0 3 a v'O o � n� �z 00 o 2 c m- m �N a0 0 w Z zN od 2 a o -Z 2§ a � N .ZY 2 J .0.. N X C 0.0 0,6 2 2 h m= �0 _ E M 0 m 06 a c �a !0 'a 0 m o m m —0 2 m h m 0- = c m 5E h w _ E L FIRE LINE'B' DOMESTIC LINE'B' \ \ � 111 MATCHLINE SHEET C4.2 FIRE LINE'A' \ \ \ \ \ 1 1. 1. 1. 1. 1. 1. 1. 1. 1• It 1. 1• � � � � � � � � � � � � � � � � 1• . \ \ � � � � � � t a It It It It It It �/ It 7 � DOMESTIC \ \ \ \ \ \ \ 1 LINE'B' / 6" GRAVITY ° BUILDING 7 144' BUILDING 6 ° \ \ \ \ \ \ \ \ • \. •1/ \ 1 SANITARY SEWER BUILDINGTYPEB 6.4' \\ \\ \ \\\ I I ✓ \\ LATERAL TYPE B TYPE B / 1 < a,.. ° a fig\ \\ \\ I I � ■ 6" GRAVITY SANITARY \ I I 30' LANDSCAPE / SEWER LATERAL ° \ g gyp\ \ \ ■ I SCALE 1 "=20' m m m m m 1 0 20' 40' NLTII p',�� r0 � CRMG W. J. KOTARSKI Lic. No. 0402048507 .,,b. 05-05-22 a. C6 . s F a _e s - < ° ._ n a _ _ .. _ ° e u < . - :e . \ ° ° e .. \ s _ _ - _ . <e ° - _ . - a \ _ a - a ° \ \ \ \ • \ I O > E LEGEND: = =_ E \\ \ \ \\ \ \\ \ \ \\ \ \ \ \\ \ \\ \ \ \ \ \\ \ \ \ \ \ \\ \ \\ "ONE WAY". H,V. °3 3 R10' R10' SIGN •I / CONCRETE SIDEWALK ¢ U. o CG-12 CG-12 W o t 8" ACSA SEWER :I a J � � Z SAN SAN SAN o_ M - < p ROAD 3 26 j R45' HEAVY DUTY ASPHALT > o N 1 24 26' PRIVATE ACCESS 2U' •� z � YMr CG-12 / ._ x v CG-12 6" DIP WATERLINE R3' \ \ LIGHT DUTY ASPHALT �' n w ' R3' (TYP.) ' \ 9' TYP. R10' \ 0.7.Rio, a- p /� \ \ \ \ \ I •I \ PROPOSED 100' x , .. FHA " HEAVY DUTY CONCRETE a 18\ \\ \ CG-12\ $\ \\ TYP \\ \\ \\ \ \ \ \\\ \ \ \CG-12 \ 8 \ \\ \ \\ \ \\ \\ s _- b / LANE TAPER&100' w "NO ENTRY" I N \ STORAGE LANE \ \ \ \ \ SIGN \ DCONSERVATION AREA m 4, 4° •I MILL &OVERLAY I- LU 4.4' 4.2' \ \ ACCESS :I \ MILL &OVERLAY 1 e \ \ \ EASEMENT MAXIMUM TWO I Ij / L O < \ \ \ If STORIES .I ° FDC < \ ROLL TOP CURB I \ o \ \ \ \ 52 I NI O RWSA WATERLINE CONNECTION NOTE: = 2 84' \ \ \ \ :I c7 O 1 ADA PARKING ADA PARKING SIGN (TYP.) BUILDING TYPE B \ \ I Ij �\ n 1. CONTRACTOR SHALL COORDINATE WITH 0 V SIGN (TYP.) 6' \ \ \ \ \ 21 9' :I \ �1 ''ww RWSA AND ACSA FOR THE CONNECTION F 1 6" GRAVITY SANITARY \ \. \ \ \ \ \ \ \ \ \ (TYP) I �I \ v+ TO THE EXISTING RWSA 18" WATERLINE. o N 6, SEWER LATERAL ° \ \ \ \ \ \ \ \ \ \ •I V > o a - 90° BEND TYP. \ \ \ \ •I l CONTRACTOR SHALL USE DUE LU w 04 6" GRAVITY SANITARY (TYP.) < 6�X� TEE \ \ \ \ \ \ \ \ 43.8' (TYP) I \ DILIGENCE TO PROTECT THE RWSA 18" 1 a � . \� WATERLINE DURING CONSTRUCTION SEWER LATERAL FIRE LINE'B' B V%LVE I �I EXISTING U O 1 BUILDING 5 FIRELINE'A' °' \ \\ \ O WM(TYP�AP I II PROPERTY LINE AND TAPPING. Oz \ I �\ 2. CONTRACTOR SHALL VERIFY THE o TYPE B DOMESTIC Z \ \ \ \ �� \ HORIZONTAL AND VERTICAL LOCATION, DATE 1 BUILDING 4 LINE'B' \\ \ I 'I PROPOSED THE OUTSIDE DIAMETER AND THE PIPE 02/07/2022 1.5" METER \ \ \ \ \ \ \ \ \ \ \ \ ;j j� \ PROPERTY LINE MATERIAL OF THE 18" WATERLINE PRIOR p 1 TYPE B VAULT 6' �98' I 'I \ \ TO ORDERING THE TAPPING SLEEVE. DRAWN BY 1 6" TO 2" \ 'I \ 3. RWSA SHALL BE CONTACTED 3 BUSINESS \TYp \ I R. VAN NIEKER ' 144' REDUCER \ \ BUILDING 1 I \ \ DAYS IN ADVANCE OF THE TEST PIT AND �qyy \ \ \\ \ �\\ (6) TOWNHOMES •I PTALLBEPRESENTDURINGTHETEST .e BUILDING TYPE B \ \ I .r DESIGNED BY 1 (3 STORY) 4. THE TAPPING SLEEVE SHALL BE •• J. DENKO 1 \ \ \ \ \ \ \ \ •I APPROVED BY RWSA PRIOR TO BEING \ \ \ PROPOSED 100' M TRANSITION ORDERED. • CHECKED BY �\ C. KOTARSKI 6' TYP \ �I \T I 5. THE TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA R TO THE TAP. = c. 3' 3' e \\ \\ Z 6. AMINMUMOF3BUSIN SOS DAYS NOTICE • SCALE • w \ \ \ \ \ \ \ \ \ \ \ \ \ \ I II \ SHALL BE GIVEN PRIOR TO INSTALLATION • • z <': \ \\\ \ \\ \\\ \\ \\ �`� \ OF THE TAPPING SLEEVE. • 1"=20' 7. THE 18"x6" TAPPING SLEEVE AND VALVE U 1 :,` \ \ \ \ \ \ .l r\ SHALL BE INSTALLED PLUMB. p \\\ \ \ 1 \ FOLLOWING THE PLACEMENT AND • a , \ \ \ \ \ \ \ \ \ \ \ \ \ ! \ \ \ I TESTING OF THE 18"x6" TAPPING SLEEVE \ \ \ \ ROAD 2 \ \ \ \ \ \ \ \ \ \ �\ AND VALVE, A CONCRETE PAD AND \ \ 26' \ \ \ \ \ \ \ \ \ \ T�\ 0 THRUST BLOCK SHALL BE PLACED \ \ \ \ \ \ UNDER AND BEHIND THE TAPPING \ \ \ I I \ SLEEVE AND ALLOWED TO SET PRIOR TO MILL & OVERLAY MAKING THE TAP 39.43' \\ \\ > \ \ \ \ I I \\ AMENITY AREA 5,762 SF a \ WORKOUT < FACILITY 35.6' POOL < \ \ 4" SSWR F MIN. SETBACK \ HOUSE °° . 6" GRAVITY \ LATERAL FROM PROPOSED \ 84' SEWER LATERAL \ \ \ \\ (TYP.) PROPERTY LINE EXCEP N • \ POOL CENTRAL TELEPHONE COMPANY OF VIR IN�4 \ 138.2' CG-12 D8. 3734 Pg.4 2 \ 47.4' SEE VDO71 PLN 1. Z CLUBHOUSE Z I I Q e MONUMENT j MAIL < . a SIGN i \ \ \ I I w KIOSK & I ' \ J Ill < PACKAGE < \ \ H� Q ROOM ADA °a 30.8' ADA PARKING 8' I \ \ w PARKING SIGN (TYP.) \ O [D J 4 \ SIGN (TY :) e ° < �� , .' \ PROPOSED 100' RIGHT I \ \ I TURN LANE TAPER .• o :°�° ..a ° \. e G° .a°\ a <°_ °.. 1. _ a. _ <.. _ e Q a.� .a - `0a ° \°. o..a :e. .<.°. ° .<Q. ° - .qt - °a < - R5O' / \ \ t- I ' \\ I CONNECTTO O O J \ \ \\ \ \ \ \\\ CG-12 \ \\ \\ \ \\ \\ \\ \\ \\ �\ \ �� \ \ �CG- 2 �MN \ \ \ \\ \ \\ \\ \ \ \ \ \ \ \ \\ \ \\ D \ - - :.:,, ( \ WATERLINE H� Z \ \ 18' \ \ \ \ \ \ \ \ \ \ Z R50' I I 18" X 6" TS&V O \ \\ \ \\ \\ \ \\ \ \8 \\ \\ \ \ \ \ \\ \ \\ \\ \\ $ \ \\ I U \ \\ \\ \\ \\ \ \\ \\ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \ \ \\ \\ < / CG-3 \ I R25' O 6" X 6" TEE C(2 CG-12 6" DIP ACSA WATERLINE ROAD 1 CG-12 � o 4'PRIVATE ACCESS � SAN SAN N SAN g TYp. R3' (TYP.) R17.5' 13' I / PROPOSED FULL ACCESS INTERSECTION INCLUDES \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ II / 100' RIGHT TURN TAPER LANE, 100' LEFT TURN TAPER \ \ \ \ \ 30 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 43'�I LANE WITH 100' STORAGE \ \\ \ \\ \\ \\ \\ \ \\ \ \ \ \ \ \ \ \ \ \\ \\ \ \\ \\ \ \\ \ \\\ \ \ R37.5' / CG_6 13' I CG-12 \ \ \ \ R25' R52' ..'. .. � c 1 I STOP VDOT GUARDRAIL (GR-2) BAR 1 I R50' STOP \ \ \ 1 1 z SIGN 1 I CONNECT SHARED \ USE PATH FOR ROAD CROSSING 1 I • I 1 I I \\ CD/ JOB NO. \ \ \ I 46883 \ U / �I� )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ )♦ "' >t )♦ " " >t >t >t >t >t >t )♦ ��� I I� >t " " SHEET NO. \ CG-12 MATCHLINE SHEET C4.6 \ \ / I C4.4 a m L aN C c L cq U w w w co z J 2 H a MATCHLINE SHEET C4.3 8" ACSA SEWEI <\ I A ------- --- — SAN SPIN — — - SAN 6 14 � 1 1 1 1 FENCE AROUND WET POND 1 l / \ \ / ALBEMARLE COUNTY MAA J STEEP SLOPES OVERLAY \\ DISTRICT RIO COMMOVSL—L—C�-------- DB. 5085 PG. 669 USE: RESIDENTIAL \ //7.108 AC'— 4 q SAN - SCALE 1"=20' 0 20' 40' 1 / LEGEND: CONCRETE SIDEWALK ElHEAVY DUTY ASPHALT \ LIGHT DUTY ASPHALT HEAVY DUTY CONCRETE CONSERVATION AREA MILL & OVERLAY PROPOSED SWIM RIO COMMONS SDP-2021-00045 (BY OTHERS, SHOWN FOR REFERENCE ONLY) ALBEMARLE COUNTY PRESERVED STEEP SLOPES OVERLAY DISTRICT SHEET C40.7 ° o� o 0 0 0. o ° \, o 0 \ ° ° 0 ° ° ° 0 0 r0 SHEET C4.8 0 ° . o ° o ° o ° o ° o 0 0 o ° ° ° ° 0 0 ° 0 0 / 0 0 0 0 ° ° o/ ° C4.2 0 a& 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 p LTH F �) CRAIG W.1 KOTARSKI Y Lic. No. 0402048507 .,,b. 05-05-22 a. ui 0 x c� 0 x 0 w w a z O W > 0 0 w i 0 DATE 0210712022 DRAWN BY VAN NIEK DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE Z J zLd w O LU Q � O W 0s o O J JOB NO. 46883 SHEET NO. C4.5 L 1 1 1 _I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \ FENCE AROUND WET POND \ \ \ \ 1 \\. y \ \ 131 \ \ I \ \1 \ 8" ACSA SEWER 22.50 BEND —. PROPOSED STORMWATER MANAGEMENT FACILITY LEVEL 1 WET POND GATE TO ACCESS WET POND 71' 6 FREE STANDING GARAGES 45° BEND 6" DIP WATERLINE - PROPOSED LOCATION OF INTERPARCEL VEHICULAR ROAD CONNECTION TO TMP 61-167A I / 1 sir �,�i�✓�`,?w'�: ��1� i.�.._'l ��� .2' 50 MATCHLINE SHEET C4.4 I \ � tsssssttttttttL!� �� - CG-12 MAXIMUM TWO 5' MIN. SETBACK ! \ \ y FHA STORIES FROM PROPOSED PROPERTY LINE SAN.LAT \ _ 21.56 \ (TYP) \ \ — I 0, 6' TYP 43.8'co BUILDING 2 ROAD (5) TOWNHOMES za' (2 STORY SPLIT) \ R0UBtE-TAP — Im — I D _ _ _ • \ I INGL= TAP— WM (4-Yp-)—_— 48 \ SERVICE FOR \ \\ / FUTURE CONNECTIONS ♦ // 45" BEND CONNECT TO ADJACENT DEVELOPMENT WATERLINE OR ADD BOV & PLUG FOR FUTURE • \ \ DEVELOPMENT \ 7 Q j/ - a .. / 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. / • / 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. S P i / PROPOSED 100' STORAGE & / 100' TAPER LEFT TURN LANE / INTO MAIN ENTRANCE O MILL &OVERLAY EXISTING PROPERTY LINE PROPOSED PROPERTY LINE C - O O O O O O O 00 S O ° ° O O ° O O ° O —41 o o ro� SHEET C4.8 0 ° , o ZO ° / 00 ° ./ o 0 0 0 SCALE 1"=20' o O o o 0 0 ° o ° /' O o o.- 0 20' 40' ° o o ° 0 LEGEND: IZI CONCRETE SIDEWALK HEAVY DUTY ASPHALT \ \ \ \ LIGHT DUTY ASPHALT \ HEAVY DUTY CONCRETE CONSERVATION AREA MILL & OVERLAY C4.2 , II■{i�11 �� � I 1�rJ Ln IL ■-!*: 1, � '�■ ............i .5 SHEET C4.6 I/ p LTH CRAIG W. J. KOTARSKI Lic. No. 0402048507 .,,b. 05-05-22 a. z O a v w 0 z O w U, W O O F DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' z J z-iw �� < I- 0Lu 1121. Q O w 06 o O J JOB NO. 46883 SHEET NO. C4.6 L SHEET C4.1 SHEET C4.2 LEGEND: T- — -�; \ o o 1 o vv vv� A i ° CONCRETE SIDEWALK �� I� o I V `��0 `V 00\ V GREENWAYT /������� I \ o \ o \ DEDICAT PUBLI HEAVY DUTY ASPHALT o I \ \ o \ o S A T OF / HEF\ / / 0CRATG W7. Ka RSK 1 Y ° o o°o INS LiC. No. 0401048507 0 0 \o 0. 2 AC -05-22 T C4.7 LIGHT DUTY ASPHALT o 05o O ° ° 00 0 0 o I \\ \ \ 0 0 / `\ 0 ° ° 1 ° \ o I HEAVY DUTY CONCRETE 0 II \ \ \ ° o 0 0 0 o O \ \ \ ° . CONSERVATION AREA °° I \ \ O ° o \ \ ° o \ / / M E \ \ 0 ro 0 of \ o N o rj SHEET C4.8 0 o ISHT 4.5 HEET C4.6 \ \° \J O O MILL & OVERLAY o ° ` / Iv > E / 0 C W— o 0 0 0 ° 00 \ \\ \ ° 0 - Z CHI L M o o O 0O I o \ \ \ / o / I ¢_ �w Z KEY MAP °o ° \ ° Z H M 00 \ \\ \ 00 °° / ig:O Q LLJ ° \ ° V>D 0 O 0 cv. ° 0 o LION rn .�. o \ o \ \\ \ o. \\. o V A BREA LLJ 0 0 0 \ \ \ \ o \ O / INN DAT AREA o _ a o ° \ ° o ROTE TION — H 0 o O o l \ o \ DINA E 2 ° Lu \ \ \ ° /' \ 10 ' STRE OF O ER � ° O \ ° I 0 \ ° 0= 2 SCALE 1 "=20' / ° o \ 00 \ \\ / o I �\ \ — — — — — O O / ° o \ 0 \ \ / /° 0 0 20' 40' 0 ° \ 0 ° I I 04 °\ °\ >° o 0 ° GREENWAY TO BE °u 04 o 0 o o oDEDICATED TO \ \\ o ` o \ I PUBLIC USE I u p / ° o \ o // 0 / ` ° \ p o0 o 0 / o / I DATE \ °0 II \\\\ / \ a \ o \\\ I ? o O 0 0210712022 / ° ° ° I \ \ 0 I / o / `ice / \\ O DRAWN BY o o l / o 0 ° ° o / 0 �q 0 \ R. VAN NIEKER / o o I o I �` / `\ b - ` o / `\ I 0 0 o I\ b n \\ DESIGNED BY 0 0 ° 0 0 °� \ l / \ ` o \ o IIIII •••• • •• J. DENKO O O o \ ° o CHECKED BY ° o o 0 0 ° ° CKOTARSK I o 0 o ° 0.\0 SCALE ° ZONEAE °\°° I"=20' O o \° \000 0 0 0 ° ` \ ° ° \O ° \° 1 • ° 0\ \ O \ ° 0 0\ ° \ \ ,I\ 0 0 o ° °`\ `\ Z - I `� I ° 1 0 0 0 0 0\ IL 0 00 ° I \ 0 \ 1 °°\ / o 0 0 O O 0 0 �. TM 61-168 &169 °°°° \\\\ \\\\ �i�— \ 11 \� 0 0 \- CITY OF CHARLOTTESVILLE �\ `\� \I °o \ / ° I ° 0 \ DB. 4622 PG. 523 `\ \\ r\ °° `\ / 00 ` ` O \ \ \ \ ° 0 + I \0 ° \\\\° \/0 0 \ °° OEDGE CREEK °. ° + ~ J O O O o ° o o ° ° 0 0-0 FLOOD 0 \ Wd zw n OW0 o ° ° ° ° Q 0 \ /O c ° O O \ O o 06 / 0 O ° \ , I , / 0 00 ; \ I 0 O ° ° ° I l / TM 61-170 0 0 0 �/ / ° ° O O \ ° d / CHARLOTIFESVILLE WALDORF SCHOOL INC. 0 0 0 ///00 D8. 4202 PG. 453 o / / / / 0 USE: ELEMENTARY SCHOOL ° ° ° // / / // / O O ° / / \ // / / I o ° / O 0 I O ° O ° O / / / TM 61-167A ° O RIO COMMONS LL / ° / / O O / / i o / /i D8. 5085 PG. 6691I 0 0 0 / 0 J j USE: RESIDENj1AL o ° / ° / ° 0 0 0 / ° 0 0 // / / / ° 7.108 ACl o / / o o I 0 0 O // /// / O° /0 ° ° ° Z/m / // o ° / '/JOB NO. I 46883 o 0 0 / o Om m m m o� m m m m m m m m m m m m � /im '' �/� SHEET NO. o MATCHLINE SHEET C4.8 0 / / o O o o / / / o ° ^4.% a L aN C C C O N O 3 a 9X Oo n� �N 0Z a0 o 2 c m -6 m m 0' a0 0 d Z ZN od 2 a F m O t S. a .Z Y J yvmi X C 0.0 0,6 2 h m c E M 0 m 06 a c ma '0 'a 0 mom m � 2 m m m 0 c � m 5E h w t � E L O ° 0 �� SHEE� C4.7 0 o \� o'. o 0 O O o .. 0 0°' O 0 o ° 0 ° 0 0, HEET .8 0 0 .0 o ° 0 ° o ° o O O O 0 0 0 o O O ° O 0 0- / O O/ 7o 10 � o O SET C4.1 SHEET C4.2 LEGEND: El CONCRETE SIDEWALK HEAVY DUTY ASPHALT Ii SHEET C4.3 all LIGHT DUTY ASPHALT HEET, 4.4 HEAVY DUTY CONCRETE °°O v CONSERVATION AREA SHEETC` .5 HEET CI .6 MILL & OVERLAY 0 0 0 O O O O 0 0 o o ° 2Q O 0 0 SCALE 1"=20' ° 0 0 0 20' 40' J ° ° o ° o O 0 ° O O ° O ° ° O 0 0 0 0 0 0 0 0 O O O O O o 0 0 0 0 O O 0 O 0 0 0 0 O o 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° o O O 0 0 0 0 0 0 0 0 O O 0 O O o 0 0 0 0 0 0 0 0 o ° 0 0 o ° 0 0 0 0 0 0 0 O O 0 0 O O ° o O O / O O O O /0 0 O O O o /0 0 0 0 0 0 /- 0 0 0 0 ° o /0 0 O o / 0 0 o /° O 0 O / O O o / ° O ° O O O / 0 0 o /0 0 0 O / O O ° 0 0 O 0 O 0 0 0 O O 0 0 0 / o MATCHLINE SHEET C4.7 0 / o / o o O 0 o / o o ° o/ / EDGE OF CREEK q / _ \ / / / 0 0 / / \ _ 0 / ° / V / O FLOODWAY / o / o /o / d60 / / ZONE AE o/ °° °° O i l / o o° 00 / 0 °o o °° / °° 00 / 0 d 0° q / / 0 / / / d °/ / // / .'/ O o o o / o / ° / o 0 , / 0 ° o 0 // , j o/ o , // ° / ° o / °° 0 / 0 ° / ° O O , 0 ° ° ° o / O o o I o � \ ° ° ° 0 0 I o o 0 ° O o ° 0 ° O o ° I ° O ° 0 0 0 0 0 0 o I ° o 0 0 0 o O 0 0 0 0 0 0 0 O ° O ° o ° 0 O 0 0 o O O O O O o O ° ° o ° ° ° O ° 0 / ° ° ° ° o O / r \ / WATER PROTECTION ORDINANCE \ 100'STREAM BUFFER o/ / O � \ , 0 i 0 \ O \ O \ O \ O o / O o TM 61-170 CHARLOTTESVILLE WALDORF SCHOOL INC. °\ D8. 4202 PG. 453 USE: ELEMENTARY SCHOOL / o o \ o \ o \ 0 O ° 0 o \ O \ 0 o \ 0 0 o \ o \ \ O °\ o v O O \ — ° \ 0 o_ _> 0 o/ \ 6 J--`_ ° \ c � ° o \ 00 / o \ O 0 0 0 0 o \ 0 o \ 0 o 0 0 0 0 0 0 0 ° 0 2 \ o \ o ° SAN \ 0 o O ° ° 0 o 0 o gP ° EXISTING MANHOLE / / / i / TM 61-170 SVILLE WALDORF SCH DB. 4202 PG. 453 ELEMENTARY SCHOOL 1 1 1 1 1 1 1 �1 Q ~1 W W =1 W Z J I al 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LTH CRMG W. J. K07ARSKI Lic. No. 0402048507 05-05-22 a. CL O cc t7 N z 0 f m AM I w 0 O w a 0 DATE 0210712022 DRAWN BY VAN NIEK DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' a zLd w O ED � a � 00 LL 06 O Z) O Q J JOB NO. 46883 SHEET NO. C4.8 L CURB SCALE 1"=20' 0 20' 40' J RNER _ ___------ — /I I— /--------------- ____HEETC .,,,,,,,,,`J,, ri / , `'A Y I \ S 5.2 HEET VY• ��V '- _----- — — ------------ C \ a 5.5 6HEETC5.4 KEY MAP N pUff \�1ICY, p r� CRATG W. J. KOTARSKI Lic. No. 0402048507 05-05-22 a. AVED WALK \ / 1 / - - - - - - - - - - - - - - - \\-------- - - - - -- I\ I\ I \ \ / - \\\ I r \ \ \ \ \ I \ '----------- --- --- ---- -- -- -� 444— 445 / 446 / 1 I I \ \ \ \ I I 447 I \ I1 44449 / 4504y14552 ----------"-_\\ \ \ \\____ II I II i\//vp�\ \ _ _ 453 I N p X-- x-- ,r X-- �� -- SAN =SAN 0� 45; - 84 4545456 45458 — — — — , 455 , " _ ' -FFE=456.50' \ \ I 464- —ass - A�s_ BUILDING 9 BUILDING. NOT PERMITTED — — —457- PE D UNDER THIS PLAN. ass 1/ — "as7oo TYPE IMPERVIOUS AREA HAS \ p I I \ \ \ 465 BEEN INCLUDED IN SWM ass 1 1 Lo U 1 ~ w w x w 'zz ' ' \ \ • \ \ \ \ \ \ — _ _ _ J I \ \ \ \ \ 8"\H E ROOF LEADER k- / ~ ZONNECTIONAT \ \_ �� CALCULATIONS __460 �_ T`^ 'FFE46z,7' 468.31 \ \ \ \ MINIM 1 /o SLOPE. \ \ \\ y ° F ;LEADER�62i i 8 \ \ \ Q \ \ \ \ \ \ < — — —� CONNECTION AT / /� \ \ \\ \ \\ \ \ \ 1 a N6^ _MiNMUM1%SLOPE. \ \ \ \ \ \ \ BW 1 y ... 60' a — ' \451.06' � TW I ° � / a....4 r � � — i��_- /''\\\ TIN \ \ 460.06' 1 1 /'/ ,...! LBW 443.34' \ , ° , �....� /' / PVMT A6dR.......w SWK / \ \ \ \ v2 -- \ \ ♦ \ \ \ I \ \ \ \ \ 442.89` \ 1 / It / SWK 463.30' 464_00_ _ - - �C TC \ \ \ \ 1 \\ 1 c ' - / / / y...... ..f / 463.63' �- _ t 462 4.5 464.89 ,< 466.62' - v \ \ \ \ \ 46 9' \ / \ \ \\\ / WALL 1 60.93 / / 8 - A7 \ - \ \ \ \ �/ ^\ I \ \ I.._ r\h / 19 / --_4 - 0 — — — _ _ p \ \ \ • \ \ PROPOSED RETAINING I \ > \ 1 O �/ E— EV ------------4068\\ \\\ \\ \\\ �\ \ \ \\ \\\ \�� \' WALL WITH RAILING I \ g I 1 / / _ \ \ \ \ \ - - \ \ \ .,. MAX HEIGHT: 6' Ny \ o� a / _I I TC / ' TC TC _ 464.72' - -- _ -404- - \ \ \ \ \ \ I I BW / 442.19' 'I: I II o ti .d . o� . TC / 4T1C.1 B / / / , / / / ' 465.02' 402- _ \ \ \ \ \ - \ \ \ \ \ I I I \ I I I 436.48' v `. •l I I a \-: 460.44 460.99' 214 +' W D�ca 462.21 / 464.69' 465.79' - / I I / /-TC 465.96 �' � .FFE=450.50' - FFE=461.17' //— / _ ` - - - - _ I \ \ II � `� • I I / \ \ \ \ I /, I i 1 I I / ; I I ., / 462A TC 19 I I / / / TC 466.21' ) / / / r/ / 1 1 I / / 462.71 465.19 TC 4 438.43' V I I I I SWK . I> . './.. -.a% 'Y. \ IBW / 1 I 460.48' , - c /W - ° 2TIC \ - a o ° .. c TIC \ /.. / / // 43 32' I •��� I 1 46 23' TC / c 465.02' TC TC / _ / / / , / / I / /' �• BUILDING 12 / / Tc 462.36' 462.77' / / / TC 1 II VN ... �. r. y ., <. 464.77' I , . / TYPE D ° •FFE=464 459/(2' - .95' BUILDING 10 <m BUILDING 7 SWK / / 1.�:-� ' 460.44' r ©o / / TYPE B 1 O �- TYPE B \ / a / /\ / ` / -FFE=468.15' / , , / / / / / , ♦ I 8" HOPE ROOF LEADER 8" HDPE ROOF LEADER TC c ' CONNECTION AT/ <t TC 1 / CONNECTION AT 1 464.65' 1 MINIMUM 1% SLOPF/. ° b 460.52' / , MINIMUM 1% SLOPE. ° d ° 1 TC - 1 1 465.33'SWK s 1 "m mm 17 ,/ // // MATCHLINESHEETC5. / 6455' Ln O 0 x F 0 w Lu Q z O Ln 0 O z 0 a_ v /n W Cl z 0 H W cIf cW C Q u F Q DATE 0210712022 DRAWN BY R. VAN NIEKERld DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1"=20' Q CL > LU Q O w [D Q ^ LL Q O°06 LL Q H� V o Z `LL V JOB NO. 46883 SHEET NO. C5.0 0 d 3 a 9 0 o o au) 2z a vO o � c m w E o m w m a0 O w Z zm Od m a 2 m F m 0 S. a 2 Y J B X C 0.0 0,6 2 m h m c E 0 m 06 a c '0 'v 2a 0 m o m m � 2 m m m = =s m s. E h w tE� E L I / SCALE 1"=20' SHEET CS. 0 I/ MHD ' I I TOP=441.24' /, 0 20' 40' _ I I INVIN=429.86'24"RCP /. O `,, `. BOT. STRUCTURE=424.04' IOOx0( I o \ a \\\\ /-,-�-/ \ SHEET C5.2 Hlu EET,,, ' SD FLARED END SECTION ---------------------- OUTLET=428.45' --- Op kLTI CRMG W. J. KOTARSKI Lic. No. 0402048507 .,,b. 05-05-22 a. O \ \ 0 rn \ \ SD INLET W/GRATE u \ ° \\\\ TOP=446.25' _ N c \\\ INV.IN=432.05'24"RCP \ \ SHEET 5.5 HEETC5.4 < E _ JOHN WARNER \\\ INV.OUT=431.80'24"RCP - a; E Lu IrIl, PKWY / a X 3 _�----- LL \\\ / EXURB / ��� �, w�u� O KEY MAP a�on°'i \- - \\- - - - - - - - - - - - - - - - - - - - _ - - _ - - _ _ - - 1 � U) �E 11J Codd --------' PERM-DRAtl-------------------- -- SD CURB INLETW/MHD TOP=447.65' �> Osz ------------------------ - - - - -- , EASEMENT INV.INS) -- p=442.0515"RCP �SE€GDDTP_A- - - - - - INVIN(N)=433.70'15"RP W -�INV.OUT=433.65'15"RCP--------- ------ ---------- �ry a ui Ae 3';HDPE SEDIME T v p \ I -------tom_- o v 6"MAPLE _ - \ \ PERFORA ED FO BAY GABI - - - - - \ I I ` \ \ \ \ / • ' \�\ j UNDERD Iti _ - - ° 1 WALLS V:=45.5' / _ -- __--- _-- \ \ \�\ p Ai- 04 / a PERM. PARK - _ - _ --------- - - - - - - =-- ----- / / / __----- / ---- T - - - �♦ \ \ \ / \ \ \\ w o "taJ EAREUEN;r' pp0 // - _ _ _ _ _ _ ---- I / / Ln 464Fa63 rc ♦` \\ \ \v I \ \ \\\ ¢ Ln L \ q, r BIORFF T. ION 2A / _ _ / 463.74' ♦ \ \ \ \ \ \\\\ O o DATE 0210712022 / LEDGE_ 2 - / � Lo _ / - - - - - - - - - - - - / DRAWN BY R. VAN NIEKER 452 -� - - 1 ' ' \ \\ W \ \\ DESIGNED BY ' / '455 q56 _ 284\\ \\\ \ dl \\ \\ /' \\\\ SD CURB INLET W/MHD •• CHECKED BY 457 _ - - - I _ ' \o \ \ \ \ �\ / \�\ TOP=454.27' N-~ AN / SAN _ _ 458 , _ - ' I - \ \ \ \ \ \ / \\\ INV.IN=449.87' 15"RCP • C. KOTARSKI Q \ \ \ INV.OUT=449.84' 15"RCP 459 _ - ' - -466 - - - - _ `\ r \ \ ' ' �\ • SCALE 458.15' _ _ `A \ \ \ ` / _ _ _ / • yhco 8" HDPE ROOF LEADER , - ' - ' - - \ 1 \ \ / / / �• h. � _ _ - ' -468 - - - CONNECTION AT - EXCEPTION 8; _ I J QWEST C MUNICATIONS q60 °�° MINIMUM-1%§LOPE. __ I / v - _ _ I - RPORATION \ a \ \ \ •FFE=a5s.5a' TO DB. 613 PG. 352 \ \ \ \ / R - ' •FFE=459.20' I \ \ / I / O � / � N �O" BUILDING9 - --- -- a5.90' SEE OTPLAN- N9\ \\ \ TYPE D Bw _ _ BUILDING 8 _ , BW - - - e 147p�- / / a5zoo' w , _ TYPE D - - _ Tw -TO \\ \• \ III \ \ I I fOn� n 464.99' TW 467.97' 4685 / 4 6.51' •FFE=467.17' - _ _ 4 ' •FFE=469.88' ° SWK 8" HDPE ROOF LE/>BEF� SWK a - 465.39' d' \ 8" HDPE ROOF/C�ADER CONNECTTION AT 467.45' < . •° L _ - ' _ _ _ _ _ - - - \ \\I \ \\ / / I / / 8" HDPE-k6OF LEADER _MINIMUM 1% SLOPE. C NNECTIONAT / --- / -'_°_ TO 9 'CONNECTION AT WJINIMUM 1°k SLOPE. MINIMUM 1%SLOPE. // �4 l 465.51' a I I \\ i / I I �W ,' Q 66 - - ----- -'---- �.° G I TO �1 TO 469 ■ 8 I 465.49' \\ a 4 5 2 \ \ \\ I \ \ / / LL VK P 220 / PVMT" ' TW SWK ° 1 82' 466.13� ' SWK t < / 468.89' ° ' 282 \ \ \ \\ / / I ,'UJI �- 466.71' ' 46 .09' 470.21' • I \ fn e _ ° �� _. < •' ae. /' a �' c - < n - \ a. ° � \ \ 1 , I y' . 1 V V � TC O W a 8' 67.6C 467.88' 19 469.41 qgg qg' ' - 4 9.5 ' 0.41' TO 0.76' I • - / •� II I I I I \I 'I i m Q _ 'EV EV / EV I ,- -4 _ III I I LL � ���x( -'� TC _-'/l K,I III I I O W / /TC 467.97 _ _ _ i// I I I fn 467.72' TC - TC 1 l I I ° \I \ / H� V 470. f' c 470.15' i I a I � � 0 Z TO I / / III I I TO .c / II II I \ u q70 470.56' 470.89'I 1\ I \ \\ I > 466.40' TC 466.14' W Aron W W W �6� W W W 4i0 4 .40' \ �10. TO \ I I I I \ I II -<I � 466.4T TO TO TC SWK SWK � /` ' 19 SWK 46784' / / / 68.5T 468.78 469.64' / =7904 470.90' d d I I II I I I II 467.63' I'- c -c, n- -°.° <. °T _d _C °a'._4,° \ _ a.\.. e - <.. a ° - a `TC _ a. ° a �' - °' a_k.. .° G < ao -� < o' 'a ° - --a'.° p-'°•. °_'<. SWK 471.18' 7- / a I I I \ P M --a� 2i- /t C° _` -a- .a ,��� 470.95' 467.11' _ . ° I - . a SWK a. 40 1 glismDN ' ' / I \ - - - - - _ - -472 < .e a' bl � o / / a l l G/ r 470 I I TO ' ' a 8" HDPE ROOF LEADER - ' SW 463.13' ' °. CONNECTION AT 4s .42' \ BUILDING 7 BUILDING 6 A ° I � MINIMUM 1%SLOPE. TO ■I TYPE B TYPE B � _ •FFE=470.50' 466.92' I ■ I 1 •FFE=468.15' I - / Q TO < I �1 L V. 466.66' TO / ■1 JOB NO. r ' assss' < 46883 a / ■ I \ S-'4� SHEET NO. MATCHLINE SEE SHEET C5.3 _ _ _ - - - - - - - - - / ■I - - - - - C5.1 a m L aN C C L SHEETC5. SHEET C5.1__�' SCALEV=20' // I I I 1 I I , - 1 I I I l / \ TC ■ / I 0�0I / / / / / MATCHLINE SEE SHEET C5.0 I 465.33' I 0 20' 40' 1•/ / '1•/ ` 1• �/ 1• 1• /` I / t �/ ` 1• m 00 m m m <, m m NJ �a®�� e 7 1 / SWK 8 I °- I\� �'=1 / / / I I I / / t <'° / / / / 1 \ / / 64.55' I I K , BUILDING 7 I CRAIGW.7.KOTARSKi� / 1l / .e I I n .1 , / .. ,/45125' / / BW / TW / W W / - W TC 1 / PVMT �..TYPE B 0. O L1c. N 0401 48507 HEET 5.2 H, „��, / , / / / I / 63.96 1 e . � 0�-05-22 - - 463 21' / 4 - / 451.00' 46000'IV / " ° 1 < °FFE=468.B / quimumiiiiii / . 7 J <. / / 464 I < S Lis CIDJ w BUILDING 10 4rW 1 / / /' / / ,' , / / _`'a51.7s a� o s .13' / / // / / � <.1 TYPE B /' I -\. .a , - dam'/ V , I .FFE=464.95' =Q , jl2" HDPE ROOF LEADER / / \ < <d M E / / / / / e 464.22' 464.26' N -I / / CONNECTION AT , / / / o / / \- Tc °V464 N SHE 5.5 HEETC5.A , ,' / ,iv1INIMUM 1%'SLOPEi / /' / // / / W / <. 464.16' N 18 > E /E Lu °. / �w °' / Q 3i 2' TC r / I wLL 0 TC - ' �1 463.96' 464.0411 / / ¢ -i u m Z _ / SAN AFSAN o - v, O Z _ , FFE=451.00' / °FFE=461.6T / I ° � b0 �° � ° � - - � a > o N 0 W a / EASEMENT ° b6ti_ 'c 463 e.. / / Ie. TC / �X V SWK / /- /' ae.. TC 463.60'1 TC / �0 )2 w I / / / / 461.58/ / / 463.46' / ' p /. p58 iS / 463.57' p Q 7 U 3 vN Z \%MT / I I \ r , / U Q O I I I I I / / / / , / / / : •_- / 461.04' I _� /'10 u C00 ° / o I TC /463. 0' .. 18 N N w \1 ° 462.28' T e-/ M SWK / f ° / 463.08,a m (n 461.47" owf a 1 -e ec - H Z 1/C TC - y A63.23' L_ / / i P ti Pry b• i / / / / l yy 461.43' \ 461.69' Tg C e ' Ln 4 \ ° I / 4 .31' 46@7' / TC- TC-? U BUILDING 13 461.41' 67 \ < / b60 463.34' o \ TYPE C TC / ��• BUILDING 5 �' / 0 o 461.3T 1 I / -,.. / ..� O U TC / TC / TYPE B I F 461.28' -v 461.65' _ / ° �C / 6'462.TC w 04 i e ° I / / TC p N 461.96' / ' 462.12 ° b ` -470- a U Q _ II I I II I I I I / / I I I I °�°.. / Q/ 46d94' O / W, °�_,. / I W O I / / O I I y / w 0210712022 DATE D / y �, , / Z / / _ > Z / 11: I <o h - / / W I / / / ��o/ _ < / w p T a °FFE=465.03' I U) O 8" HDPE ROOF LEA ER \ \ I 1\ I / / / / / I Z DRAWN BY cONNECTIONv4T / = R. VAN NIEKER MINIMUM 1% SLOPE. I I 19 /_ H I l I I 1 I 1 1 I 1 I 1 � / .° I DESIGNED BY ISEDIMENI I I :J-��. \\ \\ ° \ \\ ° // // b6�, °.:< � � I I I I P:. / / •• J. DENKO FOL EBAY GABIQN I I ` \ `\ I 8" HDPE ROOF LEADER / / / I I WALL ELEV. = 446.0' I �, : \ \° 8" HDPE ROOF LEADER CONNECTION AT CONNECTION AT o / BW \ TW \ ° _ \ � g I MINIMUM 1 /o $LOPE`'. / ° - � < > I • CHECKED BY I I I I I 1 I. 450.76' 460.47' o / o I I \ 1 \ \ MINIMUM 1 /o SLOPE. / / / / �./ -° • G KOTARSKI I I a \\ ° // Z // \. 0) 1 !4 \ 461 \ , TC • • SCALE I I i I 1 1 11 II I I\ I I I 1 1 II I 1 .�-"\ \ p��W .< `�\ ``.46g ,/ 461.71' // // / -a • 1�,=20' °°�.. ° ° /' I I I \ 1 00 1\ BW TW / 44 \ a49 63' 459.56' ..: \ 464 • 1 ' I I I 1 I 1 j.: \ e 4Ti0.34\ TC . �. /SWK -460.{35' `° _ - 461.58' ai5- I \\ J 4s4. _ BUILDING 11 / / 461.74' �� 1 BIORETENfION 1A I _ TYPE B I LEVEL2 I\\ \\ \ \ 1 il�.���� < °FFE=449.50' \FFE=460.1T a - _ _ _ _ _ - - - - - - - PVMT 460.99' 4. HDPE 1 \ I \ �':. \ \ 4s - -FFE=462.00' 361.48-00 461 ° I \ I ` _ e PERFQRATEUN V -460 / _ Z _ _ TC / < � 461.07' / Z LL CL W °, c`o > Ill / BUILDING 14 ' - - - _ ° TC ffnn V \ � 43976` - _ _ 460.24' TC . ° . -- W l 1 I I I \\ \\ \�- - - - - - \ \ \\ 1 \ TYPE C � -ass_ _ °<, ' � 460.99' - � Q Z 1 I I \ \ 1 ` I -------- - 460. 1'/� 460.83 - � TC I I I I I ) \ - PVMT 460.10' .- - - - - - _ - \ W ----�9AV- -- -.°_°I < �\ - O m Q . ° . e 460.4 - <. a LaL SWK ° -4 460.03' ° - -e ° ° - ° °-. - L-ef °� - TC 68. - - A" a " _ a -E \. - >• 459.70' -- -- -- - < 49.99' TC - - TC - TC \ O W I I I I I - - 460.18' v TC H� Z (Il I / // / / - ' - - ' \ I \ - 452- - 460.0 - 460.11' O \ v 4 9.95' _ 1 - \ O \ .82, - 452- _ _ - - \ TC - - - - - - / ` \ \ \ \ 1 1 -450- - - _ C . � 459.98' / / TC TC \ \ Q W v' 460.48' 460.65' \ 459 /rc _ _ \ \450�`n 8" HDPE ROOF LEADER - - - -448 - TC \ ; CONNECTION AT 1 TC 4 9.39' SAN an -SAN \ \ \ \ \ \ MINIMUM 1% SLOPE. I 459.00' _ 448 - _ 459.42' \ \ \ \ - - - - - - - - - - - - - - - - - - - t : _ - \ \ \ \ \ \\ \ \ \ \ \ 1 eP 6_ n. BW TW - - - - -< ° a°.. °. _ TW TC _ _ _ - _ _ _ _. 48.44 53.43' _ 442- TC 460. 1' \ eso' 459 _ \ 458 \ -457 _ � 455 454 \ - - - - - - - - - 453 - '452 451 450 449 448 JOB NO. 447 .446 46883 443 SHEET NO. MAT HLINE EE SHEET C5.5 , 442 ^G - '---- - - - - -- _ - - TC 459.47' \ a L N c 0 00 0 3 a vX oo n� Pz oZ a� o � c E w m w m h 0_ 0 0 rr w Z zN Od a 2 m F 0 o -Z S. a .Z Y m m X C N O N 2 = 2 P h E `o E M 06 a c �a !0 'a 0 m o m � 2 m01 h= s. E h w tE � E L =ET C5�\ r11 \ V W� IN n — , itSWK • _ �x f I � III F2 F—HE E T76C 5 < 0 1 4' 468t E / / �� ��C•i.ir � �. - _• I OIL]/ '` ' KEY MAP A71AI /I ►poill Tic SWK of 1� -.._ i 1 Lu BUILDING 5 66 DATE - II' BUILDING 4 1 1 TYPE 1 1 . BUILDING 1 8" HDPE ROOF LEADER AN CONNECTION AT 8" HDPE... ■ 1 CONNECTION �IF • • .: MINIMUM 1% •:• J. DENKO F •. �--FFE-466.40' CHECKED BY cn ______ 1 , _________________________________IG7_______1■1______M_______________________________________I11 ■__e __�___________ ________________� ___----mmm ---. _fir_______________fir____________--_. 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IF MOW —453 451 1 • ® ���� • •', • • . . \ , 4.i• 443 �\\� '►-445 li ,: p LTiI ®F� CRMG W. J. KOTARSKI Lic. No. 0402048507 -,,b. 05-05-22 a. TIC / ■ I 2 _ _ _ _ - - - TC MATCHLINE SHEET C5.1 I ass.aa 6.ss• r a i \ 8" HDPE ROOF LEADER 8" HDPE ROOF LEADER / — _ kb ►�/ \ CONNECTION AT BUILDING 7 ° - _ , ■ I r CONNECTION AV BUILDING 6 I I \ MINIM M 1° SLOPE. TYPE B MINIM U 1°/LOPE. •FFE=a70.50' TYPE B i7rl1 •FFE=468.15' � ^'� °-° ■ I \ II n ° 70 o a m L m C C O N O 3 a 9X o a0 2N 0Z a0 o 2 E E— � M w �N a0 O w ZJ) F 5 Z m O d 2 a a 2 Y J N w o 0,6 2 M h m � w `o E m 06 a G Nv AM- 0 •+ o m m � � 2 m N C aE h w t E � E L \ \ I IN, I \ \ ` - - - _ - - c - - ATCHLINE SHEET C5.2 448 .446 \ \ 447 \ 1♦ 1♦ 1♦ 1♦ 1♦ 1♦ 1♦ 1♦ 1♦ 1♦ 1♦ � � �� � 1♦ 1♦ 1� � _� 1♦ 1♦ 1♦ 1♦ 1♦ 1♦ 1♦ - - _ _ � \ — 445 444 443 \�^� r�,t',LTFI O�>Tr ` 442 t\ --- _ _ _ --434- _ 4^^� _ _ _ 441 \4414 \\\------ \ a --- _ _ _ _ \ 441 442. J CRAIG W J. KOTARSKI - - - 439 440 Lic. No. 0402048507 �, 438 ,05-05-22�,�, 437 osslO� \•- \t \-'-___ — � _ \�`- 431432433 \ NAL -\ --- - - - - - - - - - - 428 - �� - - _ _ _ 429430 - - \ -_-------------- - - - \ - 426' F M E \ \ / 425 \ ` N o ±� _- ------------------ - - - - -- 426 -- -- - - \ - _ _ - ----- / 424 \ \pa N \ i ¢ E 423, -424--_ `� \ ` Hw \t\ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ \ \ 421 \ w a 3 \` S _ 420 Qa o 3 _ w0 - - - -----422------------ - - - - -\ \` 419 \ A�rn \ ¢_ju00 Z O _ —420- --------------418------ \ \`- / / \ \ 416 �0Dx i \ \ ¢ w \ ---___--- - - - - -- \ --__ _ i \ 415 �1%aw p - - - - ` - - - - - ---4f6--__-\ \ \ / \ \ 414 U)x vN z ^- _ - - _ \ ` N > LU 410 — - - - - - � LU --408--- _ 10� 4 4S 4 4 ` ui O V _ - 40 -404-- --_ \ \ \ ` �� - \ ♦ \ 0 OO rn - ry i - - - q11 4\ 13 q1q\ 415 416 41j 416 q19 q20 q21 q22 q?3 q2q q2s o z --- \ _ - / / O i - - / - - - � � � � DATE 0210712022 o DRAWN BY R. VAN NIEKER Sp,N Sp,N v SAN SAN SAN SAN ' - - ' ' i / ' • DESIGNED BY i _ _ _ � _ � � • J. DENKO _ _ _ - - - _ _ - ' / ' • CHECKED BY ♦ TM , • C. KOTARSKI _6, 46-7A� _ — —RTO COMMONS t t / / ' ' / / ' / Z _ • SCALE -DB-. 5085 P_G._669 - , - ' ' / / / • - - _ - -USE. RESIDENTIAL , , - - - - - • ► S9 _ ------ / / i'' uY — \ ~ ------ w --I ui- a. .ne ,° � e C �� SA Za _ Q lP J Lr3 > w SA / ff nn \ SA . n , L18 Z Ld J V y \ $ ° Q Z sq o w ^ m S - 1..1. Q LL ♦A LL Q (5' O G 06 r(D� v Sq.. . O Z / \ ° Q�/ ♦ f I"1 SHEET C5.0 SHEET C5.1__� V ol / SCALE 1 "=20' I 0 20' 40' SHEET C5.2 rni pi / SHEET C5.4 HEET C5.5 I JOB NO. 46883 SHEET NO. C5.4 KEY MAP a c L m C O d 3 a 9X Oo au) 2z a vO o � c EE 6 m w m h a0 0 d Z zN od a 2 m F m 0 S. O .§ a 2 Y N X C 0.0 0,6 2 2 h O o w `o E �M 06 a c v 2 0 'a 0 �+ o m .- m � � 2 m N 0 c m 5E 0� _ E L 3 442— \ \ \ 1 I v \ —414 \ \ \ \ I I N cli \ \ \ \ WET POND 1 \ \ \ Q SENMENT F�REBAY \ \ GAkpON WA�L ELEV. F 417.0' \ \ I c I \ A \ \ I \ 415 \ \ \ \ I 1 I l 416 \\ Q \ \ \ \ \ 1 1 a 417 0 \ \ a P 1 .v. 419 a� ' 420 \ 421 ;M a 422 \ \ \ \ \ \ 4b - - - n 42-3 n \ \ \ MN 424 N Qw n \ \ \ orn j 425 - - _ - 426 I \ \ T MATCHLINE SHEET C5.3 \ 45 .59, TC C 459.34' 459. /45 5' D Ir \ FFE=470.00' / •FFE=460.00' \\ ' / In •FFE=470.00' ' • \ •FFE=460.00' BUILDING 2 / (5) TOWNHOMES \ (2 STORY SPLIT) / FFE=470.00' / •FFE=460.00' / •FFE=459.00' •FFE=468.92 I v z ' •FFE=469.00' •459.00' FFE= / C 56.38' ■ \ \ / 456. 9' a Tc \ \ TC / : • \ I 455.57' \ C\�S� 456.18' I • TIC \ _ \ \ \ \ \ \ \ \ \ 456.55' ` m 1 - l ftw _U W/�� a\ \\ \ \ \� \—` \ TICWAIIIII! 111 -- `� / \ \ \ \ 52.92' a m soft mar R O COM ON I LC - - - - ' - DB. 50 5 P6. 6 9 - - ` SE: SIDEN IAL / 4. e' a Ir RIO COMMONS SDP-2021-00045 (BY OTHERS, SHOWN FOR REFERENCE ONLY) 1 1 � o� e ' a' a• a. a e C s ' • ` ` ° 000 ' 4.4 ` ` o'a•' . a a ea a ' e ea_ •'a � N a s " P NOTE TO CONTRACTOR: 1. IF SDP-2021-00045 RECEIVES APPROVAL AND OWNER WISHES TO CONSTRUCT PROJECT, CONTRACTOR TO COORDINATE WITH THE DEVELOPER OF RIO COMMONS LLC TO ENSURE THAT THE TRAVELWAY CONNECTION IS CORRECTLY GRADED AND ALIGNED. N ■iuuniiui \� 1� C� r'. p,LTFI Off+ Jr� CRMG W. J. KOTARSKI Lic. No. 0402048507 .,,b. 05-05-22 a. n E 0 N OV N C > E ai E w a o 3 O K L U wM Z w— n O >o� ���EL EL w 0 04 c 7 C N U z O �a c '^ H NLLJ i M � a� Lu L U O C=7 � 0 O x ry F M ry w p = Q Q 0 1 z o O DATE W � 02/07/2022 0 DRAWN BY R. VAN NIEKER DESIGNED BY • • J. DENKO • CHECKED BY C. KOTARSKI • • SCALE 1"=20' Q CL > LU a OLu Q/�/ CD Q L.L LL Q O06 U' o Z 0 V JOB NO. 46883 SHEET NO. C5.5 c a c In L aN C c 0 N 0 3 a 90 o o a0 2N mZ n0 162 c m 6 N m a0 O N ZJ) F 5 Z m O d 2 a F N 0 S. a N � 2 Y J yvm X C 0.0 2 m m c N o E m 06 a c Nv m:2 0 m o m m � 2 m m �g m s. E h w L � E L ° ° \ ° o 0 '. 0 0 0 \ ° ° 0 0 ° ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° ° o ° 0 0 0 0 0 ° 0 0 0 °' o ° o 0 0 ° o ° o 0 0 0 0 0 0 0 0 0 0 0 0 0 I% N NIPRNYIY pK� \. -$0' LANDSCAPE BUFFER EASEMENT \/GRICRI F 1AlinTW PI IRI IC C\AIRA D Z VARIABLE WIDTH PUBLIC SWM FACILITY EASEMENT / ° ° / o \ / SPN/ — \ UH AG 00 ° 0 0 O ° / 0° ° ° ° 0 0SAN o--i o ° 0 ° O °° 00° 0 0 ° ° p$� / ° O ° / / 5 TM 61-170 ° 0 ° ° CHAR VILLE WALDORF SCHOOL INC. o ° ° DB. SE'4N PG. \ - o ° p / ELEMENTARYSCHOOL 0 0 0° ° 0 0 o 0 0 \ 0 0 ° / ° ° o If O ° 0° ° ° O / ° ° o / ° ° ° ° ° o 20' ACSA SANITARY EASEMENT (TYP) IL 20' PUBLIC STORMWATER FACILITY ACCESS EASEMENT JOHN WARNER ` 1 PKWY 30'LANDSCAPE BUFFER EASEMENT VARIABLE WIDTH PUBLIC SWIM FACILITY EASEMENT TM 61-167A RIO COMMONS LLC DB. 5085 PG. 669 USE: RESIDENTIAL 7.108AC u 0 I ,l n I I I J PUBLIC Ih u % SCALE 1"=60' \\ % \ \\ 0 60, 120' \ % I DNA / I 20' ACSA WATER EASEMENT(TYP) DR PUBLIC DRAINAGES / i EASEMENT I ° I v I I 20' PUBLIC STORMWATER FACILITY ACCESS EASEMENT NOTES: 1. VDOT WILL ONLY MAINTAIN WITHIN THE DRAINAGE EXASEMENTS TO THE EXTENT / NECESSARY TO PROTECT THE ROAD LEGEND / ■ ACSA SANITARY SEWER EASEMENT / ASCA UTILITY EASEMENT i / PUBLIC DRAINAGE EASEMENT PUBLIC STORMWATER FACILITY ACCESS EASEMENT STORMWATER FACILITY EASEMENT a / PRIVATE SITE ACCESS EASEMENT t I.TH F CRAIG W. J. KOTARSKI Lic. No. 0402048507 .,,b. 05-05-22 a. n E 0 N OV N C Q O > E w a E �rWViv3 ¢ LL 5 3 LL w O L M Q J U W W J —N d > N N v z F v � �x O7 = N = U > ~ c '^ N � M W J Ln 0 0 0 w Lu _ z O W O LLJ Q DATE 0210712022 DRAWN BY VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE �> z LLJ H� Q a- QL w �— Q w 002 LL I —I z (n O W JOB NO. 46883 SHEET N0. C7.10 0 3 a 9X o au) 2z 00 o 2 c 2 m E w � m w m 0 a0 O rr w Z zm od 2 a 0 2§ a N � 2 Y J yvmi X C w o w 2 = 2 2 h m c �0 E `o E M 0 m 06 a c v 2 0 'a 0 m o m m —0 2 m m m 0 m Ti E tE � E L a LTI30 L m a co m N O G) m U ^ N.. a0 c 5 o N („ 0) 206: 24 24 inch Rectangular 16 0 co v �? v (o +' 204: 30" Basin - Circular Grate �-^ ro t � � N cy rn N(0 65 o6 m Structure r)CRAIG W.1 K07ARSK1 Y o_ N v o w (0 uy coo = (o F STA 14+47.56 STA 14+96.90 Lic. No. 0402048507 v ao ri +o N TOP 438.01 oo o0 00 z z p TOP 458.47 d 05-05-22 + ( v a — — NV IN 432.10 247 v ) C) Cli � w o v z o � 0» > ( ) INV IN 450.60 (207) �® a� N o 0 ,o m N U F z z z INV IN 433.00 (205) 0 o v o v v o CC1414 0 Q o > NV OUT 427.86 203 INV IN 453.00 (221) L'g�, Sy c> N " a z z p O 460 �' z ( ) INV OUT 44450090 (205) L i.L O r O HOZ Z Z (0N O uy N (iH_ M N O^ 0 m CO O V cV "0 0 0 0 C7 + 0) F a� U +Nv o�ap °'o E G �Z 0 NQd> O) O 0_ O Q a_ N H O Z N v j M No ��N z 465 NCnH_ 465 > E (n N N W O) w N E +ate x W 0�Z ~ V w 3 o Q a> a LL o 3 o�p o�� �U) z w0o3� w m —v 430 430 a J z > o rn C7W N H w .S U `) w �¢ �v = N N Z �Ua� O a,Ln N > M a� o°� 2 LU 95% z COMPACTION Ui U REQUIRED o c=7 0 O x F ry w p POND DRAIN. TO BE PLUGGED x ¢ o UNLESS POND IS ¢ c j BEING DRAINED z o 0 n DATE 0210712022 0 DRAWN BY R. VAN NIEKER • DESIGNED BY • J. DENKO 9+50 10+00 11+00 12+00 9+50 10+00 11+00 CHECKED BY STR 100 - STR 102 STR 206 TO STR 222 PROFILE • C. KOTARSKI HORIZ SCALE: V=50' HORIZ SCALE: V=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 • SCALE 1 " = 50' 20 • rn m � m 2 o, N 2 N o M N 2 r; N o rn V 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 H N n F N, H .N O F `U O H V O O 6 STR 200 TO STR 206 PROFILE (moo O ;r, m o0 0 (No N O °oo. Lo 214: DI-3B 6 ft Throat m c"• (o or cU') (O o o 220: DI-3B 4 ft Throat HORIZ SCALE: 1"=50' ��� V m ON V m V M V Nc)(0 v- m40)O It m y F cn (D m F cn 0i � v F STA 20+26.77 m+ o v F M+ (0F STA 24+47.46 VERT SCALE: 1"=5 uy Lot y (O r O 0 (o N vz_ p O�vz p o�az p TOP460.51 pNaz 0 EcliC' p TOP467.97 0�0> > oF0> > �'HO> > INV IN456.03(215) ioF�> > a6�0Z z INV OUT 463.63 (219) 470 N U) F z z N U) Z z N (n f- z z INV OUT 455.52 (213) cj cn H z z Cm U) — 470 0 5 Q LU zwJ J ~� 2 O o O m 0 50 Q PROFILE SCALE LL O O O= NOTES: • INLET SHAPING (IS-1) IS SPECIFIED FOR ALL STRUCTURES • SAFETY SLABS (SL-1) ARE SPECIFIED FOR STRUCTURES TALLER THAN 0 12-FEET • WHERE PIPES AND STRUCTURES ARE PROPOSED IN FILL SECTIONS - 95% COMPACTION IS REQUIRED O 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 OB NO. STR 208 TO STR 220 PROFILE J 8 46883 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 SHEET N0. C8.0 REQUIRED OF ROPOSED RADE 425 425 420 420 G DE�— 415 / 415 / 410 101 410 .5' 128.69' F 103 48" RC 45.1 ' OF SANITARY � � 0.94 V. 6" H PE CRO ING � 5. 2°k 405 405 PROPO ED 460 GRADE 460 3.8' MIN. 455 455 221 53.25� O 15" HDP E 450 1 a8% 450 EXISTING GRADE 445 445 / SANITARY / CROSSING 440 SL-1 440 435 435 N rn v v R R 455 4 COMPACTION O REQUIRE tE 450 4 47.25' OF 24" HDPE 1.00% \ / \ EXISTING �45 445 \ � COMPACTION COMPACTION / EXISTI G � G E� _ 3.2' MIN. 465 465 / 95°k / \ PROPOSED COMPACTIO � 950� GRADE REQUIRED COMPACTION \ 21 REQUIRED 203.4 ' OF 460 460 3' � 1.44°k MIN. 7 S OF 455 p3E 455 �— 213 15" N Po / 2 .12'OF �2, 6/0 211 1 HDPE 131.67' OF 0.71 0 / 09 OF 18" HDPE 450 47.25' OF 24' HDPE 24" HDPE / � 1.00% (� 1.00% 445 / 445 440 440 M R h O O O O O h h h h h O O O O O O O R h 7 C 7 7 7 7 7 C 7 7 C R 7 C 7 7 C L w m w O 5T A "'� V N 7 M It u') v (y v 2 M N (p N (f U ^ - N (0 5 ���`✓/ ^ H V v r ` a L ui V U v V (O .C*4 InN,.. N °0cl) �[) v t (l (^O .N„i L u') `N-' U `N-' M V L `N^-' K , 4� O O M N U vu7 C Q) M W °0 �U .N.O ~ .N...N.^ ~ �O .N.O OM O O O °D U `-' (O O o0 00 (o u') y0 1 (D In O IN. n C u'1 (p NO m O°0 O N IN V u7 cN (o M ,'C 4=(D O G (p 0 m�NO a �O o (o m^ M m rn rn y o ao (o o CRAIG W. J. TA SKI m O r co n In m (6 V u) (V O M u7 Q iy7 LL7 N u� O O r uY (o u0 (0 � uY _ + In H O (O M+ (V a LO F •y u0 r n to u'1 °D - N t a o} r� CO H M 7 a 10 LL7 M V m N (0 1� V m 06 (o r,: V 260: DI-3 6 ft Throat m u� O a z U m + (�i ro v (o o u� v Lic. No. 0402048507 In O(ovv � °Mnr� v mM u� Bo+vH xo�vv n�vzz �m(+°N ' F (? r r F (?+mv F STA15+55.72 +M H O (? H �CDazZ m� + V ~ �N(o� ^20Vz_z_ O mv- N(�vv v(o iiu0(Oz NQD_ co � �O5-05-22 O N'n H 00� �V O o -- v� 7 n�vz ��az O aoFO» D�a F NFp» > u')0 ��aZ O (M. aa(L > u�iHO» >(v—vz O 0 Z Z_ O o — O TOP465.12 a— N(pHZ Z O 0 O 04 U) ��a—O va >> aH0> (NV�0>ZZ N(gHzzz Qd>> 6o > °ocFO>> INV IN458.77(271) �F0>> HO> 0 50 qr Z N � � Z Z cli c j U) Z N � O Z Z Z cli U) ? INV OUT 458.67 259 04 U) N (n F ? 0`1VAL 470 N m F — — 470 470 ( ) 470 PROFILE SCALE M E 0 N OV N c ¢ O > E w ai E w i 3 ¢ LL o 3 o� K O L M ¢ � U w Z w —v O > o rn C7W N H z w �� v -j`)¢ W u �¢ =v _ N z �Ua� O c '^ H N > M o W Ill J (/� D� 2 i � U 0 O x ~ N try w p rd w = Q 0 a (i 9+50 10+00 11+00 12+00 12+50 z o 0 STR 226 TO STR 244 PROFILE DATE HORIZ SCALE: 1 "=50' 0210712022 VERT SCALE: 1'1 0 } DRAWN BY ((� o rn N R. VAN NIEKER N N IN 202: MH-2 N o N t N IN O .N..N.. O H `N,, `N,, r 6 • DESIGNED BY STA 10+00.00 o v 0� v O m v, o TOP 429.80 00 v m m (o uoi o r CO o 0 0 J. DENKO INV IN 418.42 (223) N � ^ M ce) m � u? ^ Lo (_? (+` (p'I � INV IN 416.69 (203) g 0 Z Z 0 p � (D o� o� O •• CHECKED BY INV OUT 415.00 (201) 4¢o-- o_--O NHO» N��Pzzz (o"~Ozzz (�mH?Z : • C.KOTARSKI 465 N m ~ — — — 465 SCALE 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 1" = 50' 4, STR 224 - STR 284 • HORIZ SCALE: V=50' O VERT SCALE: V=5 ca In I 0 f0 M u') H N O U M N L M `N-' L M `04 M 2 f6 M ca M O r `N-' O` O `N-O .N.. co CD �� p O C co °0 r N O W C r M O = (0 (p L6 vLO O °0O y7 00 O (o OMO uN•1 co °DO (o? °0 (off (o O m0 U-) fo CD uOj0 � mN MN It m�('M u•) "t 77 u7 V u•1� (o O 0O + (0 F m 00 u0 M O LO M O uY m M m if1 0 V m 00 . N(o - } O� H +�� H _+04 F M+M� H MO} ui(F ce)+00 C1��Z_ O V N(o M ' LL7 (o (o co (0 OOP 6 6Qa 04 0 �Im'tz0 DrVZ_O 0�7Z_O OrVZ_U CIr� N H O Z Z OQ a> > Na a> > Q a> > (oQ 0_ c+Daa dO N(nF_ _ MHO MHOZ Z c HUZ Z ce) Z z MHOZ Z v�0> 475 N U) Z Z cm U) z — NU) F— — N U)H— — N(/iF— — N (n0 Z 4 5 NOTES: • INLET SHAPING (IS-1) IS 0 SPECIFIED FOR ALL STRUCTURES • SAFETY SLABS (SL-1) ARE > W SPECIFIED FOR STRUCTURES Z J J TALLER THAN 12-FEET t--t a LL 0 Lu LL Q x C O G O O= SL-1 M h 7 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 JOB NO. 9+50 10+00 11+00 12+00 12+50 STR 228 TO STR 240 PROFILE 688 STR 202 TO STR 228 PROFILE HORIZ SCALE: 1"=50' 46883 HORIZ SCALE: 1"=50' VERT SCALE: 1'1 SHEET NO. VERT SCALE: 1 "=5 C8.1 95% PROPOSED COMPACTION GRADE REQUIRE 465 95°k 465 COMPACTION REQUIRED 3.2' MIN 460 460 245a � 43 94.10' OF � 58 45' OF �° HDPE _ � � 15 HpP� @ 1.00°k 455 511 455 � 21 % EXISTING GRADE 450 450 SANITARY CROSSING SL-1 445 445 � R N h h h h h a v o v v 95°k COMPACTIO PROPOSED REQUIRED GRADE 460 460 EXISTING 455 GRADE 455 450 22 92? r OF SL-1 DPE 445 30° °0 445 / SL-1 ti QQ��\° 440 •:Z' � 440 435 435 430 430 SL-1 425 425 ryry0 OQ�O\o 420 420 415 415 N M It h h h h h V V tl� 7 7 R i 465 � 465 i i PROPOSED GRADE � i WAT R � �- 460 CROSSI G 460 — 275 89.0T OF 259 271 15" HDPE EXISTING 136.76' F @ 0.50% GRADE 2, 257 15" HD 273 1 154.42' OF 15" HDPE 455 455 1151, �— @ 0.7 oA (� .50% / / ! 255 S NITARY CROSSING 25S 02.32' OF OF 8" HDPE 450 A� 9 PE � 0.50°k 450 9 445 SANIT Y 445 CROSS NG (L�(1,^i OQ�Oo\ 440 i8J SL-1 440 435 435 430 430 a o � a7o / / 4 5 465 95% PROPOSED / / EXISTING 3.1' / COM ACTION GRADE / GRADE REQ IRED WATER CROSSING -` 2 9 460 q 1 • 15' DPE SANITARY AT Q p1% CROSSIN � CROSSING R � 2' � 1723 N�p� 4 9°b 455 — / 233 73.09' OF 18" HDPE 00.50' OF � 1.00% / .1' 4" HDPE SANITARY � 0.99% CRO SING 450 78.07' OF 3� 1 24" HDPE 262°�° 1- � 1.00% SA ITARY CROSSING 445 445 SANITARY CROSSING 440 440 h O N O ap 0) O V O h 7 7 7 V V R R 7 V R V 7 C 7 7 L d) a c� c cocc p (p N r U U VN O C (0 4 00 00 °r0: ylli M00 N 6 mCDN u0It m R N ° O N M r m N N 0 � + H It D - D +o°vvH 00�v� v 04 M�vzz =O a� O U-) a0 0 C 0>> > qt 0> Z N(nF- N v) � Z Z Z C4 460 460 455 455 EXISTING GRADE / 450 450 PROPOSED too,� GRADE 445 445 440 440 129.32' OF 1.5'4 �`j6$olO @HDPE Q 0.50 /o �� OP / 1y N 435 435 63 CROSE ING 430 430 425 425 9+50 450 10+00 U C 0 r 11+00 12+00 STR 204 - STR 250 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 450 PROPOSED GRADE 445 445 EXISTING GRADE 440 �� 440 3 OF 7.06 A0!E 15 @ 435 435 430 430 425 425 9+50 10+00 11+00 STR 700 - STR 702 802: 24" Basin - Circular Grate- STA ??? TOP 454.84 INV IN 446.19 (807) INV IN 447.57 (803) INV OUT 446.09 (801) 800: ES-1 for 18 inch Pipe STA ??? TOP 447.42 INV IN 445.50 (801) 475 o ((I 4 ,() 0 O N (1i 0 6 c) O 0 Z x�0> 450 w(n~Z 902: DI-1 STA 10+38.39 TOP 445.42 INV IN 432.74 (EX903) INV OUT 432.74 (EX901) EX904: REPLACE INLET TOP WITH MH STA 10+53.51 TOP 446.70 INV OUT 433.01 (EX903) 450 EXISTING PROPOSED GRADE GRADE If 445 445 440 440 435 435 430 430 EX9111j 15.12' OF 38.39' F 24" RCP 24" RC P @ 1.79% @ 1.80 /o 425 425 420 420 N v L6 o a v a 13+00 9+50 10+00 11+00 STR EX900 TO EX902 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 3� M O f1 W p SO °� t (0 H r n o rn � 00 N 0 I O u0 LO � ~ ij� M o�•vz =O C) oC, C'.0j v0 7Qa- 'oc~iJ°z z o�0> 00 U) 475 470 470 P OPOSED 465 GRADE 465 EXIS ING GRA E 460 / 460 i 455 455 3p5 F 11$ ON �o 450 15 $� 450 S03 Of 9().4N ND PE 445I 15" n 2.180M 445 ot- 24 \A 1S'0?e @ 244 440 440 CO (0 O � R OV 10 R h R 9+50 10+00 11+00 12+00 13+00 STR 800 TO STR 806 PROFILE M N m .-. (0 O 2 M u'1 N ((0 M, CIJ .N..�M r- °p ~ CO r .N. N... N 00 0 M CD 00 00 M 00 ^ (p `..' V u0 uN'1 r (D O co O r LO Ors (`M + 0)� H U�(001� Lo mOr C7 u� V �O`L V � �O�Z 0 M +N v- F O"to + CM Cj (0 00 Qa� o�azp �HMKK Z O >> NfnOZ H0> Z (0 0Z 465 1 465 PROPOSED GRADE 460 — 460 EXISTING GRADE/ / / f 265 / F 100.46' O OF 455 — — — ' 1 " HDPE 455 1.2' 9 ' 0.500 1 $o�0 6� 6" f— WATER CROSSIN 261 3'6 450 450 15" HDP @ 0.50° 8" SANITARY SEWER 445 CROSSING 445 440 440 co h rn co v v v h � (d h d v v v v v v 9+50 10+00 11+00 12+00 STR 252 TO STR 266 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 13+00 m 'O o i` i` v F V N CD O r (7 N to t m� M N j o�'It ZZ0 c d7F li Z Z m 0 CD ~ M �6ov mIt M + M F Ito 66 a> N Z 0 50 PROFILE SCALE d7r, 470 PROPOSED 470 GRADE 465 1 1 1 1 465 EXISTING BADE i 460 J 460 267 145.67' OF 455 15" HDPE 455 SL-1 450 450 445 445 v � h v v v 9+50 10+00 11+00 12+00 STR 262 TO STR 266 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 2 o NOTES: o • INLET SHAPING (IS-1) IS SPECIFIED FOR ALL moc6�00 °'r ,� �' STRUCTURES mop • SAFETY SLABS (SL-1) ARE SPECIFIED FOR NOItZ_Z_0 m o<QL ° STRUCTURES TALLER THAN 12-FEET °°U,~z Z Z " o • WHERE PIPES AND STRUCTURES ARE 808: 15" Basin - Circular Grate NrNO PROPOSED IN FILL SECTIONS - 95% STA 12+13.28 m o COMPACTION IS REQUIRED TOP 451.32 � v INV IN 447.36 (809) o Q a >O 465 INV OUT 447.26 (807) U) 0 Z 465 EXISTING 460 GRADE 460 \ \ PROPOSED 455 455 \ r 3' \ MIN. 450 \ L 450 \ 8 , OF �— q1 APE 807 15 445 .2' 396°�O 445 15" HDP SANITARY @ 0.50° CROSSIN 440 1 440 435 435 0) CO h 00 O � � O 9+50 10+00 11+00 12+00 13+00 13+50 STR 802 TO STR 810 PROFILE n LTII Ft CRAIG W. J. KOTARSKI Lic. No. 0402048507 .,,b. 05-05-22 a. t7 Z O P a v Ui w 0 Z O > w 9- 2 i i O F 0 DATE 0210712022 DRAWN BY VAN NIEK DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1" = 50' LU z Ld J H� Q �wO ^ LLLL m Q O 0 ~� O O JOB NO. 46883 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 L HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 SHEET NO. C8.2 STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 200 416.85 OUTFACE ES-1 for 36 inch Pipe 202 429.80 15.05' MH-2 204 438.01 10.41' 30" Basin -Circular Grate 206 458.47 17.74' 24 24 inch Rectangular Structure 208 459.10 8.03' DI-3B 6 ft Throat 210 460.00 7.66' DI-3B 6 ft Throat 212 461.40 7.81' DI-3B 4 ft Throat 214 460.51 5.16' DI-3B 6 ft Throat 216 460.96 4.53' DI-36 6 ft Throat 218 464.98 4.55' DI-3B 6 ft Throat 220 467.97 4.47' DI-3B 4 ft Throat 222 459.03 5.20' DI-3B 6 ft Throat 224 447.38 22.17' MH-2 226 462.56 15.49' DI-3B 6 ft Throat 228 461.00 11.26' DI-3B 6 ft Throat STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 101 48" 102 - 100 410.74 409.53 0.94% 128.69 LF 48 inch RCP 103 6" 104 - 102 413.00 410.74 5.02% 45.10 LF 6" HDPE SANITARY PIPE TABLE PIPE NAME SIZE LENGTH SLOPE BEARING 49 8" 60.15 LF 1.11% N4° 43' 43"W 47 8" 218.50 LF 1.22% N25° 17' 54"W 25 8" 158.39 LF 0.50% S66° 25' 59"W 21 8" 179.62 LF 0.50% S23° 34' 01 "E 31 8" 415.86 LF 0.62% S24° 11' 31 "E 39 8" 251.24 LF 0.70% S66° 32' 07"W 37 8" 259.53 LF 0.38% S64° 35' 32"W 35 8" 108.91 LF 0.54% S31 ° 25' 27"W 23 8" 209.60 LF 0.50% S66° 25' 59"W 45 8" 420.60 LF 0.50% S66° 25' 59"W 19 8" 113.88 LF 0.50% S23° 34' 01 "E 17 8" 124.26 LF 0.50% S66° 25' 59"W 15 8" 66.82 LF 2.22% S20° 48' 07"E 13 8" 69.33 LF 17.89°k S19° 28' 21"W 7 8" 218.32 LF 0.50% S56° 21' 00"W 3 8" 150.23 LF 0.50% S68° 13' 34"W 33 8" 162.26 LF 1.22% S23° 29' 04"E 9 8" 55.15 LF 0.50% S28° 03' 20"E 51 8" 234.21 LF 3.65% S23° 54' 33"E 1 8" 190.30 LF 0.50% S34° 12' 45"W 5 8" 137.61 LF 0.50% S44° 42' 51"W 11 8" 102.36 LF 6.48% S69° 07' 16"E 29 8" 137.98 LF 6.97% S83° 31' 18"E SANITARY STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION EX 406.49 3.80' Cylinder 2 407.97 4.32' Cylinder 4 410.51 5.92' Cylinder 6 410.07 4.59' Cylinder 8 411.13 4.36' Cylinder 10 420.00 12.76' Cylinder 12 430.64 8.78' Cylinder 14 446.33 9.53' Cylinder 16 458.85 13.56' Cylinder 18 459.77 13.66' Cylinder 20 461.08 10.36' Cylinder 22 463.19 9.48' Cylinder 23 0.00 ???' Null Structure 24 465.83 5.71' Cylinder 26 467.69 6.62' Cylinder 30 440.09 8.08' Cylinder 32 448.14 8.93' Cylinder 34 445.95 4.56' Cylinder 36 452.07 9.99' Cylinder 38 454.43 11.17' Cylinder 40 458.25 10.75' Cylinder 46 461.17 12.75' Cylinder 48 456.62 5.37' Cylinder 50 455.79 3.68' Cylinder 52 466.29 4.17' Cylinder 1 �-^ �) CRAIG W. 7. KOTARSK1 Y Lic. No. 0402048507 �,605-05-22 °� E 0 N OV N C > E w a E w i 3 ¢ a o 3 oL -� K O L M ¢ _j U w z w -v O o rn C7 W N H w z H O .S U �0 �¢ W O oa =� _ N z �U> O �� N N W M o W J (/, �2 U 0 O x F ry ry w w 0 U z o O n DATE 0210712022 N N 0 ca } DRAWN BY m 0 C7 L L d R. VAN NIEKER L 2 O m Cl) 2 O L 2 u7 L m DESIGNED BY E o U o t v� U M °O N H $ o .7 ry O M c m � • J. DENKO �°0 �u0 N V LOCO rn O O CM, In 0) a mrr t m�u�� � C> � If) a m M + U') Lo C4'N ~ • CHECKED BY o H0Z o�OZ o�OZ z o�OO • • C. KOTARSKI 460 m uJ�_ mU)J -Z _ m F2Z_ _ Mrnf_ 460 • SCALE • 1 " = 50' w J m w 5 Q w zO � Q� O w U ° ED 0 50 P1 Q N PROFILE SCALE LJ� �L O }O O Q U NOTES: Z • INLET SHAPING (IS-1) IS SPECIFIED < FOR ALL STRUCTURES • SAFETY SLABS (SL-1) ARE SPECIFIED 06 FOR STRUCTURES TALLER THAN 0 12-FEET JOB NO. 9+50 10+00 11 +00 12+00 13+00 46883 STR 300 - STR 302 SHEET N0. HORIZ SCALE: V=50' VERT SCALE: 1"=5 C8.3 LU 230 460.50 9.89' 24" Basin -Circular Grate Ui 232 460.33 7.47' DI-3B 6 ft f06 LL t STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 100 414.86 OUTFACE EW-2 - 48" Pipe - 2:1 Fill Slope 102 422.00 11.82' Cylinder STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 300 414.38 OUTFACE ES-1 for 18 inch Pipe 302 436.34 12.45' 15" Basin -Circular Grate 304 453.79 10.31' DI-3B 4 ft Throat 306 452.50 4.57' 15" Basin -Circular Grate STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 700 441.17 OUTFACE ES-1 for 18 inch Pipe 702 445.50 5.00' 24" Basin -Circular Grate STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 800 447.42 OUTFACE ES-1 for 18 inch Pipe 802 454.84 8.75' 24" Basin -Circular Grate 804 457.29 7.87' 18" Basin -Circular Grate 806 463.61 7.86' DI-3C 6 ft Throat 808 451.32 4.06' 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 201 36" 202 - 200 415.00 413.60 2.72% 51.62 LF 36" HDPE 203 30" 204 - 202 427.86 416.69 2.93% 381.24 LF 30" HDPE 205 24" 206 - 204 440.90 433.00 16.00% 49.35 LF 24" HDPE 207 24" 208 - 206 451.07 450.60 1.00% 47.25 LF 24" HDPE 209 24" 210 - 208 452.34 451.17 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 - 212 455.52 453.86 0.71 % 234.12 LF 18" HDPE 215 15" 216 - 214 456.60 456.03 2.26% 25.46 LF 15" HDPE 217 15" 218 - 216 460.60 456.70 2.03% 191.78 LF 15" HDPE 219 15" 220 - 218 463.63 460.70 1.44% 203.45 LF 15" HDPE 221 15" 222 - 206 454.00 453.00 1.88% 53.25 LF 15" HDPE 223 36" 224 - 202 425.46 418.42 16.00% 44.00 LF 36" HDPE 225 30" 226 - 224 447.07 435.54 16.00% 72.03 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 - 230 452.86 450.88 2.62% 75.54 LF 24" HDPE 233 24" 234 - 232 454.93 452.96 0.99% 200.50 LF 24" HDPE 235 18" 236 - 234 455.76 455.03 1.00% 73.09 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 - 242 458.65 457.77 1.50% 58.45 LF 15" HDPE 245a 15" 246a - 244 459.69 458.75 1.00% 94.10 LF 15" HDPE 247 15" 248 - 204 440.19 432.10 5.68% 142.53 LF 15" HDPE 249 15" 250 - 248 440.92 440.29 0.50% 125.32 LF 15" HDPE 251 18" 252 - 224 451.38 434.70 14.60% 114.23 LF 18" HDPE 253 18" 254 - 252 453.36 451.48 3.92% 47.98 LF 18" HDPE 255 18" 256 - 254 453.97 453.46 0.50% 102.32 LF 18" HDPE 257 15" 258 - 256 457.89 456.76 0.73% 154.42 LF 15" HDPE 259 15" 260 - 258 458.67 457.99 0.50% 136.76 LF 15" HDPE 261 15" 262 - 252 451.83 451.48 0.50% 70.39 LF 15" HDPE 263 15" 264 - 262 457.42 451.93 6.08% 90.37 LF 15" HDPE 265 15" 266 - 264 458.02 457.52 0.50% 100.46 LF 15" HDPE 267 15" 268 - 256 458.30 457.57 0.50% 145.67 LF 15" HDPE 271 15" 270 - 260 458.89 458.77 0.50% 23.33 LF 15" HDPE 273 15" 282 - 270 459.95 458.99 0.50% 192.28 LF 15" HDPE 275 15" 284 - 282 460.50 460.05 0.50% 89.07 LF 15" HDPE STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 301 15" 302-300 424.02 413.00 12.00% 91.82 LF 18" HDPE 303 15" 304 - 302 443.65 431.50 16.00% 75.92 LF 18" HDPE 305 12" 306 - 304 448.03 445.81 5.00% 44.48 LF 12" HDPE STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 701 15" 702 - 700 440.67 439.50 4.08% 28.66 LF 15" HDPE STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 801 18" 802 - 800 446.09 445.50 2.44% 24.19 LF 18" HDPE 803 15" 804 - 802 449.55 447.57 2.18% 90.44 LF 15" HDPE 805 15" 806 - 804 455.87 450.00 4.98°k 118.01 LF 15" HDPE 807 15" 808 - 802 447.26 446.19 0.50% 213.28 LF 15" HDPE 809 15" 810 - 808 449.00 447.36 3.96% 41.46 LF 15" HDPE 455 455 EXISTING GRADE 450 3'5 450 3 , OF 445 � 445 PROPOSED RADE L-1 440 440 Q rO 435 3.5' ^ ^ 435 430 430 425 425 SL-1 420 420 O� O� '.•.r00 � 415 415 410 410 L r� 1 �-^ 475 475 rJ CRAIG W. 7. KOTARSK1 Y Lic. No. 0402048507 �,605-05-22 ®s9 L� n E 0 N OV N C > E w ai E w i 3 ¢ LL o 3 w LL K O U M ¢ U w Z w —v O > o rn P C7 W N H U �� v ��`) W o oa =� �x vN z �U> O c '^ H n N W M a� Lu L U O c=7 0 O x F ry ry w p w = Q O ¢ z p O n DATE 0210712022 O DRAWN BY R. VAN NIEKER • DESIGNED BY • J. DENKO 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50 • CHECKED BY WATERLINE 1 PROFILE • C. KOTARSKI HORIZ SCALE: 1"=50' • • VERT SCALE: 1"=5 SCALE • 1" = 50' RWSA WATERLINE CONNECTION NOTE: • 1. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA FOR THE CONNECTION TO THE EXISTING 5 475 475 RWSA 18" WATERLINE. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 18" WATERLINE DURING CONSTRUCTION AND TAPPING. 2. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 18" WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. 3. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT DURING THE TEST PIT. 0 4. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. 0 50 5. THE TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA PRIOR TO THE TAP. PROFILE SCALE 6. A MINIMUM OF 3 BUSINESS DAYS NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. 7. THE 18"x6" TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT AND TESTING OF THE 18"x6" TAPPING SLEEVE AND VALVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED UNDER AND BEHIND THE TAPPING SLEEVE AND ALLOWED TO SET PRIOR TO MAKING THE TAP0 465 465 'T w zwJ J < LL O w O ^ [D LL Q O LL O } ~ J O 0 M R 23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 9+50 10+00 11+00 12+00 13+00 14+00 WATERLINE 1HPROFILE O(CONTINUED) WATERLZNEL2IPROFILE � VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 JOB NO. 46883 SHEET NO. C9.0 EXISTING GRADE / \ 470 \ 470 PROPOSED GRAD 465 465 460 \ / 3 6' 460 \ 2' 6" CLASS 52 DUCTILE I 1.8' IRON WATERLINE 455 455 8" SANITARY SEWER CROSSING 450 18" STORM CRRSSING 450 H Q O a! 445 O 445 a! z O W Z 440 w 440 ao � Z Z Z O co W W W H X m m m 435 � � � � � 435 m c� o o o N co N t\ 'No tl- � R tl- R R R R R � R � R � R R R R R h h V R 7 h V V R R h R R 470 \ 470 EXISTING \ GRADE / / 465 \ 465 \ PROPOSED / \ GRADE / 460 / 460 3. MIN \ 4' 455 455 \ 18" STORM 6" CLA S 52 DUCTILE � CROSSING IRON WATERLINE 8" SANITARY SEWER 450 CROSSING 450 8" SANITARY � / 15" STORM SEWER CROSSING w CROSSING o! w H 445 Q 445 m w m O a O 440 � 440 O � 0o p p p U W X Z Z Z W� 00 m m m a0 Z OU 435 co 435 co O a M O N �"� �h �h o> P coo cOo ro N o h of co G R R R R R <h v R R C C R R 7 7 EXISTING GRADE PROPOSED GRADE 460 460 455 455 450 � � � � 450 15" 6" CLASS 52 DUC ILE m p STO CROSSI M G IRON WATERLINE � p z � w O pw zm a� wiz O� � z w a 445 X 8" SANITARY 445 O W SEWER m -� W z CROSSING o U cn � W� m H ZQ u7 W m W Z � m � lei W � � w � � 440 N v axo v 440 �n �n N �n v O v v v v v v v L r� 1 �-^ �) CRAIG W. 7. KOTARSK1 Y Lic. No. 0402048507 �,605-05-22 475 475 s La�ssY n E 0 N OV N > E w a E H W > zi 465 465111vIII a LL o 3 a K O L M ¢ U w Z w -v O > o rn V W N H w v z H d � o �¢ =v �x vN z �Ua� O cm H N > MLLJ a� D~ ZZLU C 44 U 0 c=7 O x ~ N N w O w _ ¢ `� 0 a z o O DATE 0 0210712022 0 } DRAWN BY R. VAN NIEKER • DESIGNED BY • J. DENKO N • CHECKED BY C. KOTARSKI 19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+50 0 • SCALE SSWR 16 TO 26 PROFILE 1" - 50' HORIZ SCALE: 1 "=50' • VERT SCALE: 1 "=5 S INV I 425 425 INV OU 0 <vvo 0 0 50 PROFILE SCALE w Q w z _j J � LL ONN O LU L 1� ^ m LL Q LL o N ~ z J v 16+50 17+00 18+00 19+00 20+00 20+50 SWRR 8 TO 16 PROFILE HORIZ SCALE: V=50' VERT SCALE: 1"=5 0 9+50 1 °+°° "+°° 12+00 SSWR EX TO 8 PROFILE ' S+°° 16+00 17+00 17+25 - HORIZ SCALE: 1"=50' JOB NO. VERT SCALE: 1 "=5 46883 SHEET NO. C9.1 STA 19+90.12 16 TOP 458.85 INV IN 5.49 (17) INV OUT 4 5.29 (15) 460 460 455 455 STA 19+ .30 14 TOP .33 450 450 I V OUT 436.79 (13) PROPOSED GRADE 445 445 won ucCde o 2.22 /0 EXISTING � 440 GRADE 440 TA 10+00.00 2 435 435 INV N 424.39 (13) INV N 424.39 (29) INV O T 421.85 (11) c 430 �� 430 425 TA 17+51.61 425 TOP 420.00 INV I 415.23 (11) / INV O T 407.25 (9) / 420 420 A 16+96.46 � OP 411.13 OF 406.97 (9) � 415 �6 le, 415 i i / STORM CROSS NG 410 410 1.9' 9 55.15' OF 405 405 0.50% _ 400 400 �V V �� C� Mcfl N� ro� of V aj 7 m v cp R� C v v v v v EXISTING GRADE STA27+ 5.87 26 TOP 4 7.69 PROPOSED STA 26+17. 8 INV OUT 461.1 (25) 470 GRADE \ \ 3 24 470 TOP 465. TA 19+90.12 / � NV IN 460.31 (5) 16 TA 24+p7.gg � IN OUT 460.11 (3) OP 458.85 NV IN 445.49 ( 7) 22 \ \ TOP 463.19 NV OUT 445.2 (15) IN IN 459.07 (23) \ STA 22 28.27 20 / INV OUT 453.74 (21) STORM TOP 465 61.08 R IN 465 TOP 459. 7 INV OUT 450. 2 (19) I V I N 446.31 (4) � IN OUT 446.11 (1 ) WATER 460 WATER � -CROSSING-- 23 158.3 ' OF CROSSING STORM 09.60' OF 8" Duct le Iron � CROSSING 8" Ductile Iron @ 0. 0% / 0.50% 455 �4TOR CROS ING 455 � 21 179.62' OF 8" PVC 450 % 450 113.88'OF 8" Ductile Iron \ � I @ 0.50% 7 445 124. 6' OF 8" Du ile Iron .50°k 440 440 435 435 r\ O N h � W � D)N cQ� nib � °jam h njN h� O� �M CpN (D t"1 hORt"1 W (O CO (ON �O � W (O7 7 tl' ro d V w �rn �oi a'oi vovM ��O a'ri �v �v ��n d m �m �n v n �n u� u� co m co co co m m m m m m m v v v v v v v v v v v v v v v v 420 78.14 6 420 STA 11+g0.30 STA 13+40.53 4 STA 14 S A 16+96.46 8 TOP T P 407.97 2 TOP 410.51 10.07 OP 411.13 INV IN 03.84 (3) INV IN 04.79 (5) INV IN 405. 8 (7) EXISTING INV I 406.97 (9) 415 INV OUT 03.64 1 INV OUT 04.59 (3) INV OUT 405 8 (5) GRADE INV Our 406.77 (7) 415 �'� STA 10+00. 0 ,% _ _ %TOP 406.49 INV IN 402. (1) 410 / 405 �- 7 405 5 3 1 7.61' OF 8" Ductile ron 1 50.23' OF g" uctile Iron @ 0.50 190.3 OF 8 Ductile Iron 0.50% 8" Ducti e Iron @ 0.50% aoo p. o aoo @ 395 395 390 390 o� O O P O O O of O a� O O O O O L 470 470 1 �) CRAIG W. 7. KOTARSK15 Lic. No. 0402048507 �,605-05-22 ®s9 L C5 M E 0 N OV N C > E w ai E w i 3 ¢ LL o 3 0 U. K O L M ¢ j U w z w -vi O o rn C7 W N H zF�� v `)¢ o �¢ =v �x vN z �Uau O cm H N i v M a� W J (/, D� 2Lu PVC Ln U 0 Tc( O ce x F N 0 N w p w = Q 0 aLZn z o O in DATE > � 0210712022 0 } DRAWN BY R. VAN NIEKER • DESIGNED BY • J. DENKO • CHECKED BY C. KOTARSKI • • SCALE 1" = 50'00 • 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 SSWR 12 TO 40 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 am STA 21+14.38 STA 21+14.38 18 STA 21+14.38 TOP 459.77 TOP 461.17 46 46 TOP 461.17 INV IN 450.15 (19) INV IN 448.62 47 STA 21+14.38 48 50 STA 21+14.38 INV IN 448.62 475 ( ) ( ) ST"12+342 INV IN 446.31 (45) TOP 456.62 TOP 455.79 INV OUT 446.11 (17) INV IN 453.57 (51) INV IN 451.47 (49)INV OUT 452.14 (49) INV IN 453.57 (51) T465 INV OUT 448.42 (45) INV OUT 451.27 (47) 465 470 INV OUT 448.42 (45) INV OUT 4470 0 0 50 PROFILE SCALE w zwJ J Q L �p O w ^ m LL Q O O } ~ = J O 0 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 9+50 10+00 11+00 12+00 13+00 13+50 SSWR 18 to 50 PROFILE SSWR 46 TO 52 PROFILE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' JOB NO. VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 46883 SHEET NO. C9.2 STA 2 +57.93 TO 454.43 38 INV IN 44 .73 (39) STA 7+09.17 40 INV OUT 44 .26 (37) 465 INV OUT 404 .49 (39 465 EXISTING 460 GRADE � 460 STA 24+ 7.88 / TOP 4 36 2.07 / INV IN 442.2 (37) INV OUT 442.0 (35) 455 � 455 PROPOSED 2 STA 24+07 88 STORM / GRADE \ TOP 448.1 CROSSING � INV IN 439. 1 (33) STA 17+16. 0 34 INV OUT 4 9.21 (31) I V IN 4041.49 ( ) 450 450 / - 445 STA 1+37.98 3'9' 39 ' pF 445 T 440.09 8 INV IN 4 .62 (31) ° 0.70 0 INV OUT4 .01 (29) STORM 1 STA 10+00. 0 / CROSSING 37 TOP 430.64 35 259.53' OF 440 INV IN 424.3 (13) '- 108.91' OF 8' PVC 440 INV IN 424.3 (29) 2 y. 162.26 O � / g" PVC INV OUT 42 .85 (11) / @ 0.54°k 8" PVC / 31 qc 1.22 / 415.86' OF / 8 P C 435 435 / 430 430 / g0 �t 0 OJoi\9�°I �6• 425 425 420 420 r� Q m ro co rn � o �n rn � o l(j t0 � M °J� MM lnN lnO � h0 W � I� QN V h� M O)oJ M V � CO O�n �f� InN In r Ind N�q M(O MN Q co QOJ M Q of Q V hN W a' O Q � O Q V h O Q O Q Q� O Q Q W Q � MO �p Q Q� I� Q h i[ j Q h Q h Q h Q Q Q W QN p� Q Q� rQ� Q� Q OO �+j Q� M M M � V V uY V V 7 V V PROPOSED GRADE 460 \ 460 STORM WATER CROSSING EXISTING CROSSING / GRADE 455 STORM 455 C OSSING STORM CROSSING / 3.8' 49 450 �- 0.15' OF 450 / 47 8" PVC / 3' 218.50' OF (p� 1.11 Ductile Ir n 45 (� 1.22% 4 0.60' OF 445 445 0.50°k 440 440 435 435 w1� :It � O(OVM000MOCO U)Mf� Q W Q U) O Q M � W 0 �0°D Q M � O Q h O Q Mll'1 W Cp I h Q( M p �[] U) t0 CO CO CO co O CO V7 � ll'1 � V V � V V 7 V � 7 V V � � V PROPOSED GRADE 465 465 460 WATER 460 CROSSING 51 F 23�' �r\e0\toy 455 1 � ^ OV °l0 455 STORM 450 CROSSING 450 445 445 440 440 v� O V. Q N Q � Q N Q M Q Q� j 7 7 V � V L c2 0 \ \ RIO)qOAD EAS/ \ \ (ROUTE eki) \ / III I I � rJ IIIII\I\I\I I i/ t �e / � I 11IIIII1111 IIII 1 \ \ \ \ I I •, � \ I . \ \ 1 \ Emi I I I / / I I / / I I - T FI]IT EMU 470 470 HEIGHT OF SDL - 390' EIGHT OF OBJECT = 3. ' EYE = 3.5' 465 — — 465 / /EXISTING \ GRADEJ PROPOSED GRADE-T� 460 460 455 455 9+50 10+00 11+00 12+00 13+00 INTERSECTION SIGHT DISTANCE PROFILE (LE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 /'/ /' � /'/ /''/ /', /''/ / •,yam 0 50 PROFILE SCALE / 475 SCALE 1"=50' 0 50' 100, 475 HEIGHT OF OBJECT = 3. ' 470 SDR - 90' 470 HEIGHT OF E 465 — 465 EXISTING GRADE _ PROPOSED GRADE — — 460 460 455 455 14+00 14+50 9+50 10+00 11+00 12+00 13+00 INTERSECTION SIGHT DISTANCE PROFILE (RIG HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+00 14+50 0 50 PROFILE SCALE pUff F CRMG W. J. KOTARSKI Lic. No. 0402048507 .,,b. 05-05-22 a. CL O cc t7 [no DATE 0210712022 DRAWN BY R. VAN NIEKER DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE 1" = 50' LU J_ LL > z�� L.L ~ < Lu 0 m C) Z Q O0} LL U) u //2� 'V VJ JOB NO. 46883 SHEET NO. C10.0 m c 0 d 0 3 a 9 0 2 o au) 2z 00 o 2 c 2 F m w E o m w m 0 a0 0 o� o�Z zm od 2 a � m 0 S. 2 .§ a 2 Y J .m.. m X C 0.0 0,6 2 2 h O 0 m 0 E M � m 06 c Nv !0 'a 0 m pm m � 2 m m m 0 c 0 m 5E h w _ E L c2 0 \ RIO)qOAD \ EAST \ \ (ROUTE11 \ \ \\ \ O _i / / / / // / / / /� L� asJi / // / // / // / // / / / �► ROAD EAST l////'/ l � •y- \ � � \ �` \ .` \ / / /' � 111////l I to 1 1 I O \ 7"In \ + '11 I I I �' I \\ I 1 I / /+ sC :�eti�' _'tr_,'r. ,ir:�z�" � / � � r �`: Pro. �:'.. :•a I111 11 t � I I I/ \,/ � \ +'— — — 16 Emi Eml PROPOSED 470 GRADE 470 465 7 465 O wF OW p EXISTING W Co GRADE I.- W LLI 460 U ? 460 455 455 9+50 10+00 11+00 12+00 12+50 NORTH ENTRANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 0 50 PROFILE SCALE 475 Z: 475 470 470 w W O a 0� Ow 0 465 PROPOSED L 465 GRADE WU W 460 460 EXISTING GRADE 455 455 9+50 10+00 11+00 12+00 12+50 MAIN ENTRACE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 SCALE 1"=50' 0 50' 100, 0 50 PROFILE SCALE p LTH F CRMG W. J. KOTARSKI Lic. No. 0402048507 -,,b. 05-05-22 a. M E 0 N OV N C > E ai E w 3 � w i ¢ U- o 3 a O K L M ¢ U w Z w�—n O v �¢ tL w � Q 7 x C N z O �U> c H Na, i � M LU � LU u U O C=7 � 0 0 O U x ry F w LU O x Q ¢ Cl O z O O DATE n 0210712022 0 O DRAWN BY R. VAN NIEKER DESIGNED BY • • J. DENKO • CHECKED BY C. KOTARSKI • • SCALE 1 " = 50' • • L�J v J > LU J zwLL w O 2: �' OELU D 0L W LL U O O O U Z W JOB NO. 46883 SHEET NO. C10.1 L C d 0 3 a D 9 0 X 20 2z 00 02 c 2 T F N 6 m a0 0 o� Z Z Od 2 $ F m 0 S. o .§ a 2 Y m X C 0.0 0,6 2 2 h O o m o E M 0 m 06 a c �a !0 'a 0 m 2 m .- m 6 � 2 m m m 0 c m 5E h w _ E L SCREENING SHRUB ILE REQ (TYP.) QUS REQ (TYP.) ,, �\ NYS REQ (TYP.) / - - / 30' LANDSCAPE COR REQ (TYP.) / BUFFER QUE REQ (TYP.) / - \ PARK SHADE - STRUCTURE MAG REQ (TYP.) \ � � ,i�l'lll I �i i►� e2' ��: `v �= __ � ins= �= • •' "' � /•'/ ���� � `,z} .,. � ;�%!� 'i��' log �T WN ®®ei�eo,��di ♦ii J q► sic i� ,: • � ,• ►. A• � ,.•�.►.� ♦• ;, �,�� � ,.•( ►iiil��►a�►< � - � ii� � ') � �� � ,� ,� �: 'i��+) . ���� � �° ISM - .1;v a '►a� .�,� E► �F 7 i = � r • is > >�.;,, � �• S r \ ./ �i� _ « i �, A� \ is i� a ���/ v.'i ;fir ♦ , ��� 71 h� "� . r _—_ - = , _ Illuul • • ��� �: \. .fir ^�"c �i � . .�` \ � � 7AVr�� = ' ,�i� `=, ��� �, >e�7�+� 7R \ �� • • • � �� � � � �� 'SEC. 32.7.9.9 - INSTALLATION AND MAINTENANCE OF REQUIRED LANDSCAPING AND SCREENING.: + 111111= ♦♦�L�^ V 1.�is«� "� ALL LANDSCAPING AND SCREENING REQUIRED BY SECTION 32.7.9 SHALL BE INSTALLED ANU MAINTAINED AS FOLLOWS: F.-T - A. TIMING OF INSTALLATION. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING I SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR A PHASE THEREOF. jp-, B. METHOD OF INSTALLATION. ALL TREES SHALL BE PLANTED IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA ME NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE 1pppp VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. PLANTING ISLANDS SHALL CONTAIN A MINIMUM OF 50 SQUARE FEET PER TREE, WITH A - _---MINIMUM DIMENSION OF FIVE FEET IN ORDER TO PROTECT THE LANDSCAPING AND ALLOW - _ --- - __----- ��� r� IF /' ♦ 1TO PREVENT DAMAGE TO LANDSCAPING BY VEHICLES. WHERE NECESSARY, TREES SHALL BE WELLED OR OTHERWISE PROTECTED AGAINSTAREAS OF THE SITE SHALL BE PERMANENTLY PROTECTED FROM SOIL EROSION WITH -� YW --��-� � ..,,��i `�,� \ �.♦ � � Ili �OF GRADE. ALL PERVIOUS GRASS OR OTHER GROUND COVER OR MULCH MATERIAL. =_ ________ =__= �___ -. �,.,. • - 1 it -► , .,, ,�I�SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR IC. MAINTAINING AND REPLACING LANDSCAPING AND SCREENING. ALL LANDSCAPING AND A PROPERTY OWNERS'ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT ---------- MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. D. -NOT UNDER OF . •ASSOCIATION.PRIOR •FINAL SITE PLAN APPROVAL, THE DEVELOPER SUBMIT TO THE AGENT AN INSTRUMENT ASSURING THE PERPETUAL MAINTENANCE OF TREES. THE INSTRUMENT SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE COUNTY ATTORNEY AND SHALL BE IN A FORM AND STYLE SO THAT IT MAY BE RECORDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF THE COUNTY. THE AGENT MAY REQUIRE THAT THE INSTRUMENT BE ON A FORM PREPARED BY THE COUNTY ATTORNEY. E. MAINTAINING STREET TREES PLANTED WITHIN A PUBLIC STREET RIGHT-OF-WAY. IF STREET TREES ARE PLANTED WITHIN THE PUBLIC STREET RIGHT-OF-WAY, THE TREES SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF Bull _— —_ —___— J Em ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. SCREENING REQUIREMENTS - PER SECTION 32.7.9.7 - THE FOLLOWING SHALL BE SCREENED FROM ABUTTING PROPERTY AND FROM PUBLIC VIEW FROM PUBLIC STREET: • PARKING LOTS WITH 4 OR MORE SPACES • DETENTION PONDS • DUMPSTER, RECYCLING, AND SOLID WASTE HANDLING AREAS •STORAGE YARDS • RECREATIONAL FACILITIES DETERMINED TO BE BE OF OBJECTIONABLE CHARACTER BY THE AGENT - SHRUBS SHALL BE EVERGREEN, MIN. 18" HT. AT PLANTING AND BE PLANTED NO GREATER THAN V APART TREE CANOPY - PER SECTION 32.7.9.8 - MIN. OF 10%TREE CANOPY MUST BE PROVIDED WITHIN THE SITE TOTAL SITE AREA: 27.31 AC - 0.82 AC (DEDICATED R1W) 26.49 AC TREE CANOPY REQUIRED: 2.65 AC TREE CANOPY PROVIDED: RETAINED CANOPY: 2.60 AC PROPOSED CANOPY: 1.26 AC TOTAL CANOPY: 3.86 AC (14.5% OF SITE) LANDSCAPING ALONG STREETS - PER SECTION 32.7.9.5 RIO ROAD E STREET FRONTAGE: 1052 LF REQUIRED TREES: 21 - 1052150 = 21.04 PROPOSED TREES: 22 ENTRANCE CORRIDOR JOHN W WARNER PARKWAY STREET FRONTAGE' 1306 LF REQUIRED LARGE MATURING TREES: 37 - 1306/ 35 = 37.31 PROPOSED LARGE MATURING TREES: 38 PROPOSED ORNAMENTAL TREES: 38 LANDSCAPING WITHIN A PARKING AREA - PER SECTION 32.7.9.6 TOTAL SURFACE PARKING SPACES: 500 REQUIRED LARGE MATURING TREES: 50 - 500/ 10 =50 PROPOSED LARGE MATURING TREES: 51 Code Required Planting Pla11�1- 60' 120' nR a a N a 0 N a Z w O w z U 0 0 z w w Z O O z z O N a 220 E. Peterson Drive KCharlotte, NC 28217 ¢ 704/333.7272 oClineDesignAssoc.com w N W a w w 2 f- 0 z z co 0 N LL 0 O pa O U g SITE PLAN SUBMITTAL ¢ a w ¢ i 9 wry. 0 T. KARRICK 9� 222///1 ,� V Q o PROJECT:221074 5 DATE: 04.25.2022 o REVISIONS: DATE 0 0 N W W ¢ J N W ¢ a w a DRAWN BY: JL a CHECKED BY: JK o CODE REQUIRED N a PLANTING PLAN z 0 W W O W Z N LP 1, 00 1 CER BUF 1 MET BUF 1 CER BUF 1 PIN BUF 1 PIN BUF 1 COR BUF 1 LIR BUF 1 CER BUF 3 RHU BUF 3 RHU BUF 5 RHO BUF 6 VIB BUF 5 RHO BUF 3 VIB BUF 3 COR BUF 3 SPI BUF 3 MAG BUF 2 LIR BUF 1 PIN BUF 3 SPI BUF 1 CER BUF 1 MET BUF D D pDD • Dppp p Dp D D Dp D D Dp DDD ppp D pp DD D D D M D D pp D D DDD D pD D ppD • D p pD D D D DD D D D �I /�— I I //i� I•�AA�I D — — I Il %ice i v�� j III fill PLANT PLANT SCHEDULE 50' LANDSCAPE BUFFER (200' TYP. SECTION) LANDSCAPE BUFFER QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPREAD REMARKS CER BUF 4 CERCIS CANADENSIS FOREST PANSY' FOREST PANSY EASTERN REDBUD 2" MIN. 7' MIN. 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE COR BUF 4 CORNUS X'RUTBAN' AURORA FLOWERING DOGWOOD 2" MIN. 7' MIN. 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE LIR BUF 3 LIRIODENDRON TULIPIFERA TULIP POPLAR 2" MIN. 8-10' 4-6' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE MAG BUF 3 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 2" MIN. 8-10' 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE MET BUF 2 METASEQUOIA GLYPTOSTROBOIDES DAWN REDWOOD --- 8-10' 3-5' FULL, STRAIGHT CENTTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE PIN BUF 3 PINUS TAEDA LOBLOLLY PINE --- 8-10' 3-5' FULL, STRIAGHT CENTRAL LEADER, WELL MATCHED SPECIMANS, NATIVE LANDSCAPE BUFFER SHRUBS QTY BOTANICAL NAME COMMON NAME HEIGHT SPREAD CONTAINER REMARKS RHO BUF 10 RHODODENDRON CATAWBIENSE'ALBUM' WHITE CATAWBA RHODODENDRON 24-30" 24-30" FULL RHU BUF 6 RHUS GLABRA SMOOTH SUMAC 30-36" 24-30" FULL SPI BUF 6 SPIRAEA X VANHOUTTEI VANHOUTTE SPIREA 24-30" 24-30" FULL VIB BUF 9 VIBURNUM X RHYTIDOPHYLLOIDES'ALLEGHANY' ALLEGHANY LANTANAPHYLLUM VIBURNUM 24-30" 24-30" FULL 200' Typ. Section of 50' Landscape Buffer 02 1 MAG BUF 3 RHU BUF 1 CER BUF 1 CER BUF 3 MET BUF 1 LIR BUF 3 PIN BUF 2 LIR BUF 1 MAG BUF 3 COR BUF 5 VIB BUF 7 RHO BUF 3 RHU BUF 3 SPI BUF 1 CER BUF 1 LIR BUF DpD p�p ppD p • ppp pp D N D D , DD ppp D D III\� PLANT SCHEDULE 30' LANDSCAPE BUFFER (200' TYP. SECTION) LANDSCAPE BUFFER QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPREAD REMARKS CER BUF 3 CERCIS CANADENSIS FOREST PANSY' FOREST PANSY EASTERN REDBUD 2" MIN. 7' MIN. 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE COR BUF 3 CORNUS X'RUTBAN' AURORA FLOWERING DOGWOOD 2" MIN. 7' MIN. 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE LIR BUF 4 LIRIODENDRON TULIPIFERA TULIP POPLAR 2" MIN. 8-10' 4-6' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE MAG BUF 2 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 2" MIN. 8-10' 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE MET BUF 3 METASEQUOIA GLYPTOSTROBOIDES DAWN REDWOOD --- 8-10' 3-5' FULL, STRAIGHT CENTTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE PIN BUF 3 PINUS TAEDA LOBLOLLY PINE --- 8-10' 3-5' FULL, STRIAGHT CENTRAL LEADER, WELL MATCHED SPECIMANS, NATIVE LANDSCAPE BUFFER SHRUBS QTY BOTANICAL NAME COMMON NAME HEIGHT SPREAD CONTAINER REMARKS RHO BUF 7 RHODODENDRON CATAWBIENSE'ALBUM' WHITE CATAWBA RHODODENDRON 24-30" 24-30.1 FULL RHU BUF 6 RHUS GLABRA SMOOTH SUMAC 30-36" 24-30" FULL SPI BUF 3 SPIRAEA X VANHOUTTEI VANHOUTTE SPIREA 24-30" 24-30" FULL VIB BUF 5 VIBURNUM X RHYTIDOPHYLLOIDES'ALLEGHANY' ALLEGHANY LANTANAPHYLLUM VIBURNUM 24-301, 24-30" FULL NOTE: WHERE POSSIBLE THE EXISTING NATURAL UNDISTURBED VEGETATION WILL BE RETAINED. PEDESTRIAN AND/OR VEHICULAR CONNECTIONS TO THE TRAILHEAD PARK ARE PERMITTED WITHIN THE BUFFER. 200' Typ. Section of 30' Landscape Buffer 01 Q a m w a U 0 m m a z 0 w w z J U 0 O H Z w N z O a z 0 m m 220 E. Peterson Drive KCharlotte, NC 28217 704/333.7272 oC1ineDesignAssoc.com w m W ¢ a w w x O z z m 0 m LL H O 2 H 9 0 w W w J a Ir ¢ 0 z FiiiiiiiiiiiimQ w w w o w a M 2 LJJ w U - J Z J Q z x J ¢ LL OO ir O 2 o z z a O O 0 a� z ir ❑ Uw x U w U 7 g SITE PLAN SUBMITTAL ¢ a w m O 0 z w a m z a w W Z 5 a W W Z ¢ 4 �9 w O -, m T. . a KARRICK d �w O o PROJECT:221074 U DATE: 04.25.2022 z REVISIONS: O DATE 0 0 U m m ¢ w m w J m w ¢ a w d DRAWN BY: JL co a CHECKED BY: JK o CODE REQUIRED m a LANDSCAPE BUFFER z O w w ❑ w z 0 LP1.10 I I I I II 4 ASI B10 1 190 EUP B10 5 SAL B10 3 COR B10 23 EUP B10 252 CHA B10 I I I I I II 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 I I , I , I , I I \ I \ \ ; I \ I \ 1 \ 1 \ , 1 I 1 � , 1 1 , 1 1 1 1 �1 1 \ I \ 1 \ I II \ 1 \ \ 1 \ 1 \ 1 1 \ I \ \ \ \ \ \ \ \ \ \ 1 I \ 1 1 \ 1 \ 1 1 I \ \ 1 \ \ I I I I I 1 I 1 I I I I 1 1 I 1 1 I 1 1 I \ \ \ \ 0N r �70 3 • 4 4 \ \ 4 ' 4. \1 .' 4 \ \ ASI BIO 4 ASIMINA TRILOBA PAWPAW 1.5' MIN 5' MIN 4 \ 4 . \ PLANT SCHEDULE BIORETENTION 1A BIORETENTION TREES AME BIO QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT 3 AMELANCHIER ARBOREA DOWNY SERVICEBERRY 1.5' MIN 6'-8' SPREAD REMARKS 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE 4 4 BIORETENTION PLANTING QTY BOTANICAL NAME COMMON NAME HEIGHT SPREAD CONTAINER REMARKS CDR BIO 3 CORYLUSAMERICANA AMERICAN HAZELNUT 24-30" 24-30" FULL \ SAL BIO 10 SALIX HUMILIS PRAIRIE WILLOW 24-30" 24-30" FULL 4 4 4 BIORETENTION GROUNDCOVER QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING CHA BIO 252 CHASMANTHIUM LATIFOLIUM NORTHERN SEA OATS --- 4" POT 18" o.c. FULL \ EUP BIO 213 EUPATORIUM PURPUREUM JOE PYE WEED --- 4" POT 24" o.c. FULL IRI BIO 281 IRIS VERSICOLOR BLUE FLAG --- 4" POT 12" o.c. FULL LOB BIO 133 LOBELIA CARDINALIS CARDINAL FLOWER --- 4" POT 18" o.c. FULL PAN BIO 860 PANICUM VIRGATUM SWITCH GRASS --- 4" POT 12" o.c. FULL <\ TEMPLATE: • 4 \ -I TREE, SHRUB AND HERBACEOUS PLANTS: THIS IS THE TRADITIONAL LANDSCAPING OPTION FOR BIORETENTION. IT PRODUCES THE MOST NATURAL EFFECT, AND IT IS HIGHLY RECOMMENDED FOR BIORETENTION BASIN APPLICATIONS. \ 4 THE LANDSCAPE GOAL IS TO SIMULATE THE STRUCTURE AND FUNCTION OF A NATIVE FOREST PLANT COMMUNITY. d ° 44 \ 4 d' d \, 44 \ \ ° 4 \ \ 4 00 0 \\ \\\\ \ \ \\\\ 4 4 \ \ CIO-- V \ 133 LOB BIO \ \\ ,o o � o � \ \ =- 4 4 �� 5 SAL B10 3 AME BIO 4 . 4 \ \ 281 IRI BIO 4 860 PAN BIO ` \ J \ \ 4 \ \o. � \'4 . 4 \ a. �. 4 — i \ \ 4 \ 4 4 Bioretention Basin 1 A Planting Plan01 Q a w a a Q z w w z U 0 O z w z a a tm z a N_ ¢ a 220 E. Peterson Drive KCharlotte, NC 28217 ¢ 704/333.7272 oC1ineDesignAssoc.com w w W ¢ a w w x z z z pa ¢ a z Q O O w Z C7 a co/ w O w w cc J O z Q 0 O z 1 0 Lu x m U — J J O Q m J am O F ¢ O Z 'z ¢ O O O a Z O ¢ O O ❑ Uw x U ❑ U o SITE PLAN SUBMITTAL a w 4 0 w 0 a ¢ w 0 0 ❑ O Z • V T, Y KARRICK T� 2221 w 0000 C E ARC %%V a PROJECT:221074 3 DATE: 04.25.2022 z REVISIONS: DATE i i a ¢ w W J w W ¢ a w a DRAWN BY: JL a CHECKED BY: JK o BIORETENTION 1A a PLANTING PLAN z O w w z N LP 1.20 PLANT SCHEDULE BIORETENTION 2A BIORETENTION TREES QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPREAD REMARKS / AME BIO 7 AMELANCHIER ARBOREA DOWNY SERVICEBERRY 1.5" MIN 6 -8' 3-5 FULL CROWN, STRAIGHT CENTRAL LEADER, WELL MATCHED SPECIMENS, NATIVE ' ASI BIO 6 ASIMINA TRILOBA PAWPAW 1.5" MIN 5' MIN 3-5' FULL CROWN, STRAIGHT CENTRAL LEADER, WELL — MATCHED SPECIMENS, NATIVE ' BIORETENTION PLANTING QTY BOTANICAL NAME COMMON NAME HEIGHT SPREAD CONTAINER REMARKS ' ARO BIO 15 ARON IA ARBUTIFOLIA RED CHOKEBERRY 24-30- 18-24- FULL CEP BIO 10 CEPHALANTHUS OCCIDENTALIS BUTTONBUSH 24-30" 24-30" FULL BIORETENTION GROUNDCOVER QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING — CHA BIO 122 CHASMANTHIUM LATIFOLIUM NORTHERN SEA OATS --- 4" POT 18" o.C. FULL EUP BIO 123 EUPATORIUM PURPUREUM JOE PYE WEED --- 4" POT 24" o.C. FULL / ' / �•�' IRI BIO 86 IRIS VERSICOLOR BLUE FLAG --- 4" POT 12" o.C. FULL / LOB BIO 409 LOBELIA CARDINALIS CARDINAL FLOWER --- 4" POT 18" O.C. FULL ' PAN BIO 261 PANICUM VIRGATUM SWITCH GRASS --- 4" POT 12" O.C. FULL / TEMPLATE: TREE, SHRUB AND HERBACEOUS PLANTS: THIS IS THE TRADITIONAL LANDSCAPING OPTION FOR BIORETENTION. IT PRODUCES THE MOST NATURAL EFFECT, AND IT IS HIGHLY RECOMMENDED FOR BIORETENTION BASIN APPLICATIONS. / \ / / THE LANDSCAPE GOAL IS TO SIMULATE THE STRUCTURE AND FUNCTION OF A NATIVE FOREST PLANT COMMUNITY. / 52 E PU BIO AR() BIO ' ' / /' /' 261 PAN BIO/ LOB BIO / (4) AME BIO / ' 5 AROBIO / 86 IRI BIO 1 / Y 1 / / ASI BIO 5 CEP BIO / 1 208 LOB BIO 3 AMEBIO 0 lot / / / Bioretention Basin 2A Planting Plan 01 10' 5' 0 10' 20' " Q a w 0 U) z 0 w w z J U 0 z w w z 0 a z 0 w T ¢ a 220 E. Peterson Drive z Charlotte, NC 28217 704/333.7272 oClineDesignAssoc.com w N N W ¢ a w w x 0 z z m 0 N LL 0 O O w w w J a ¢ Q 0 z w w w z O 1�1 � I..LI a mx U - J w Z Z J Q J ¢ LL 0 0 ¢ 0 7 z a z 0 O H a Z 0 0 O 0 U w U z a x U U ❑ ° SITE PLAN SUBMITTAL a w m �•� p I T A F G'., � O —� c T. ' KARRICK T� 22//21 •w u cc 0 PROJECT:221074 U 5 DATE: 04.25.2022 Q REVISIONS: DATE 0 0 w ¢ w w ¢ J tll w ¢ a w a DRAWN BY: JL a CHECKED BY: JK o BIORETENTION 2A PLANTING PLAN z W w z N LP1.21 TREE TO BE STRAIGHTENED PRIOR TO BACKFILLING AND GUYING; DO NOT USE TREE TRUNK AS LEVER FOR STRAIGHTENING; SEE PLANTING PLAN FOR SPECIES 'ARBOR TIE' OR APPROVED NOTES EQUIVALENT STRAPPING 1. THOROUGHLY TILL IN PLANTING MIXTURE AMENDMENTS TO A MIN. MULCH AS SPECIFIED; KEEP DEPTH OF 12" IN ENTIRE BED AREA. w MULCH 6" FROM TREE TRUNK 2. WORK SOIL TO A LOOSE, UNIFORM TEXTURE. REFER TO LANDSCAPE PLANS N PULLBACK ALL BURLAP; CLIP WIRE BASKET 3. HAND -TAMP BACKFILL TO REMOVE VOIDS/AIR POCKETS. AND SCHEDULE FOR SPECIES, ¢� a IN SECTIONS; CUT ALL TWINE OR ROPE 4. WATER IMMEDIATLY AFTER INSTALLATION UNTIL NO MORE WATER PLANT SO THAT ROOT BALL IS m 0 AROUND TRUNK AND REMOVE IS ABSORBED. LEVEL WITH PREPARED SOIL MIX p = SOIL MIX AS SPECIFIED 5. SEE SOIL PREPARATION AND AMENDMENT NOTES 3" MIN. MULCH AS SPECIFIED = Z 2'W"x30" UNTREATED LUMBER N (KEEP MULCH 1/2" DEEP AT LL LL STAKES, THREE PER TREE SPACED CROWN, INSTALL GROUNDCOVER 0, EQUALLY AROUND TREE. STAKE - AFTER MULCHING) O O SHALL BE NOTCHED AT TOP ~ FINISHED GRADE TO SLOPE AWAY Q _ EARTH SAUCER CENTERED AROUND TREE x�\/�\/� /� 4" DEEP'V' TRENCH AROUND -. vivrvi��v�rviviv ENTIRE BED (TYP.) _ AMENDED SOIL MIX, MOUNDED III -III-III-, 2" ABOVE FINISHED GRADE - SUBGRADE ,III -III EXCAVATE NATIVE SOILS MIN. 4" BELOW ROOT BALL WW -III- I_I I -III -III -III -III-III . I a I- _ 2 X MAX WIDTH OF ROOT BALL �m BIOSWALE PLUGS ai 3 X WIDTH OF ROOT BALL VARIES 2" MULCH FD EROSION CONTROL BLANKET NOTES 1. PLANT SO THAT TOP OF ROOT BALL IS 2" ABOVE FINISH GRADE. 2. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 3. BACKFILL TREE PIT WITH SPECIFIED PLANTING SOIL MIXTURE (OR AMENDED SOIL) IN 8" LAYERS, HAND -TAMPED, TO io COMPACTED SUBGRADE REMOVE VOIDS. 4. WHEN PLANTING PIT IS 2/3 BACKFILLED, WATER MATERIAL. 5. AFTER PLACING AND HAND -TAMPING FINAL LAYERS, WATER AGAIN UNTIL NO MORE IS ABSORBED. Typical Ground cover Planting 6. STAKE AND GUY TREES CALIPER AND LARGER, OR IN WINDY CONDITIONS AS DIRECTED BY LANDSCAPE 03 Not to Scale (3" ARCHITECT) 7. DO NOT WRAP TREE TRUNKS UNLESS DIRECTED BY LANDSCAPE ARCHITECT. IIIIII I 8. SEE SOIL PREPARATION AND AMENDMENT NOTES. /_ Typical Tree Planting Yp g 05 Not to Scale _ 7// I III / //" // Landscape Maintenance Notes THE OWNERS OF THE PROPERTY AND THEIR AGENTS, HEIRS OR ASSIGNS SHALL BE RESPONSIBLE FOR THE INSTALLATION, PRESERVATION AND MAINTENANCE PERMEABLE SOIL BACKFILL OF ALL PLANTINGS AND PHYSICAL F FEATURES SHOWN ON THIS PLAN. THE OWNERS SHALL BE RESPONSIBLE FOR ANNUAL MAINTENANCE OF THE VEGETATION REFER TO LANDSCAPE PLANS AND SCHEDULE -I I TO INCLUDE BUT NOT LIMITED TO. FOR SPECIES, PLANT SO THAT ROOT BALL IS 1 -_ I III ABOVE PREPARED SOIL MIX -I .. ' . • ' " ' • STALITE MEDIA 1. FERTILIZATION: AVOID ANY NITROGEN FERTILIZATION OF COOL -SEASON GRASSES SUCH AS TALL FESCUE AFTER THE FEBRUARY APPLICATION UNTIL .. SEPTEMBER. FERTILIZE LAWNS THREE TIMES PER YEAR SEPTEMBER 15 OCTOBER 31 AND FEBRUARY 15 ACCORDING TO SOIL TEST. FERTILIZE WARM SEASON 4" MIN. MULCH AS SPECIFIED - '.. ' GRASSES ONCE DURING GROWING SEASON PER SOIL TEST. KEEP MULCH 2" FROM TRUNK -I I . ., ..,, .. 'i :: ' . .. . .. III _ 2. PRUNING: PURPOSE OF PRUNING IS TO IMPROVE HEATH AND VIGOR OF WOODY PLANTS ADJUSTMENTS TO THE FOLIAGE AND BRANCHING DENSITY FOR _ _ e '- FINISHED GRADE TO SLOPE AWAY III VISUAL SCREENS AND MANAGING COMPETITION, AND IMPROVING THE APPEARANCE OF TREES AND SHRUBS. PRUNING SHALL BE LIMITED TO REMOVAL OF DEAD WOOD OR BRANCHES FOR TREES OR FOR SIGHT DISTANCES SAFETY REASONS FOR THE FIRST YEAR. THE ANSI A300 TREE CARE OPERATIONS • STANDARDS SHOULD BE ADHERED TO TH E PRUNING OF SHRUBS SHALLBE LIMITED TO THE PRUNING NECESSARY TO MAINTAIN THE NATURAL SHAPE OF THE - \��\\\\��\\��\\ �, a _ 4" DEEP "V" TRENCH AROUND III I -I I PLANT NT EXCEPT FOR SHEARED HEDGES A SHRUBS IN BUFFERS ALLOWED TO REMAIN FULL TO GROUND AND 6' 8' HEIGHT - i - \�\%%\%\ \%\ \ \ \ \ \ \ \ \ ENTIRE BED (TYP.) I WRAP TRENCH WITH NON -WOVEN FILTER FABRIC B. SHRUBS IN STREETSCAPE BUFFER TRIMMED TO CONTINUOUS SOFT HEDGES BELOW TREES. -III a ���. AMENDED SOIL MIX, MOUNDED 2" -I C. SHRUBS IN PLANTING ISLANDS KEPTTRIMMED TO 36" MAXIMUM HEIGHT. N ABOVE FINISHED GRADE _ III 6" PERFORATED DUAL WALL PIPE, WITH SOCK 3. PEST CONTROL: PRE -EMERGENT WEED CONTROL FOR LAWNS AND SHRUB BEDS MAY BE APPLIED IN FEBRUARY. CHEMICAL TREATMENT FOR INSECT _ _ _ _ _ -III. _ -III-III-III III EXCAVATE NATIVE SOILS MIN. 4" -I I #57 STONE (WASHED) INFESTATION AND DISEASE MAY BE APPLIED AND SHALL BE SPECIFIC TO THE PROBLEM. -III -III_ . ,-III_ BELOW ROOT BALL - 4. MULCHING: MULCHING SHALL BE MAINTAINED AT DEPTH OF 2"-3" IN PLANT BEDS. MULCH SHALL BE REAPPLIED EVERY YEAR. NOTES -IIEIIEIIEIffiIII NOTE: 5. MOWING: PRIMARY FESCUE LAWNS SHALL BE MAINTAINED AT A HEIGHT OF 3". SECONDARY TURF AREAS MAYBE MAINTAINED HIGHER AND LESS 4" CLEANOUTS SHALL BE INSTALLED EVERY 50' FREQUENTLY. WARM SEASON GRASSES SHALL BE MOWED AS NEEDED DURING THE GROWING SEASON TO MAINTAIN THE RECOMMENDED HEIGHT OF THE 1. PLANT SO THAT TOP OF ROOT BALL IS V ABOVE FINISH GRADE. ON THE PERF. PIPE, STARTING FROM DOWNSTREAM SPECIES OF TURF GRASS. 2. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. VARIES DISCHARGE STRUCTURE, ALONG THE LENGTH OF POND. 6. PLANT PROTECTION: AVOID EXCESS INTRUSION INTO THE ROOT ZONE AREA OF ESTABLISHED PLANTINGS. INSTALL TREE PROTECTION FENCING AS SHOWN 3. BACKFILL PLANTING PIT WITH SPECIFIED PLANTING SOIL MIXTURE OR AMENDED SOIL IN 6" LAYERS , ( ) THE CLEANOUTS SHALL BE INSTALLED SO THE ACCESS DURING CONSTRUCTION. HAND -TAMPED, TO REMOVE VOIDS. CAP IS PROTRUDING FROM THE ADJACENT GROUND 7. WATERING: IF ANY IRRIGATION SYSTEM IS UTILIZED, THE SYSTEM SHALL BE REGULATED TO PROVIDE APPROXIMATELY 1" OF RAINFALL PER WEEK DURING 4. WHEN PLANTING PIT IS 213 BACKFILLED, WATER MATERIAL. AFTER PLACING AND HAND -TAMPING FINAL LAYERS, NEXT TO THE POND NO MORE THAN 1-1/2". THE GROWING SEASON. WATER AGAIN UNTIL NO MORE IS ABSORBED. TRANSITION FROM PE TO PVC 12-18" ABOVE 6"X4" WYE WITH 8. MAINTENANCE NOTES FOR BIORETENION BASIN PLANT MATERIALS: 6. ROOTBALL IS TO BE DISTURBED SO THAT ROOTS WILL GROW OUT INTO SOIL MIX FERNCO TRANSITION COUPLING. A. VISUALLY INSPECT AND REPAIR EROSION AROUND BIORETENSION AREAS ON A MONTHLY BASIS. 7. SEE SOIL PREPARATION AND AMENDMENT NOTES SEE PLAN. B. INSPECT MULCH COVER MONTHLY AND REPLACE ANY VOID AREA AS NEEDED. ADDITIONAL MULCH SHALL BE APPLIED IN THE SPRING WHERE NEEDED. C. REMOVE AND REPLACE ALL DEAD OR DISEASED VEGETATION TWICE ANNUALLY. TREAT ALL DISEASED SHRUBS AND TREES AS NEEDED TO INSURE PROPER GROWTH. D. ALL PLANT MATERIALS SHALL BE WATERED BY HAND FOR TWO WEEKS AFTER INSTALLATION. E. REPLACE ANY DEFICIENT STAKES OR WIRES WHENEVER NEEDED. F. REMOVE ALL TRASH WEEKLY. Bioretention Basin 07 Landscape Maintenance Notes 04 Typical Shrub Plantin Not to Scale 02 Not to Scale Landscape Landscape Planting 1. Verification of total landscape material quantities as shown on the landscape plans and in the plant list shall be the responsibility of the landscape contractor. The landscape architect shall be notified of any discrepancies prior to final bidding or installation. 2. All landscape materials shall conform to the most recent American Standards for Nursery Stock established by the American Association of Nurserymen (A.A.N.). Soil See Soil PLANT SCHEDULE 3. analysis shall be obtained by landscape contractor prior to planting. Preparation and Amendment Notes AREA OF CANOPY TOTAL SPECIES AREA 4. Shrub bed area preparation is highly preferred to individually dug holes. 5. Trees with root flare covered by more than 1.5" of soil will be rejected prior to installation. ENTRANCE CORRIDOR QTY BOTANICAL NAME COMMONNAME CALIPER HEIGHT SPREAD REMARKS 6. Landscape material placed in prepared holes shall be properly backfilled prior to the end of the working day. COR REQ 16 CORNUS FLORIDA'CHEROKEE CHIEF' CHEROKEE CHIEF DOGWOOD 2" MIN. 8-10• 3-5• FULL CROWN, STRAIGHT CENTRAL 124 SF 124 SF X 16 = 1984 SF 7. All saucers shall be soaked with water and mulched immediately following installation. LEADERS, WELL MATCHED SPECIMENS, 8. All prepared ground cover and annual bed installations shall be properly soaked and mulched prior to the end of the day. NATIVE 9. Landscape Architect shall approve any on -site plant storage area for accessibility, shade conditions, healing -in mulch material and temporary watering methods. MAG REQ 22 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 2" MIN. 6•-8• 3-5• FULL CROWN, STRAIGHT CENTRAL LEADER, 113 SF 113 SF X 22 = 2486 SF 10. Lift and set the tree by root ball only. Do not lift using the tree trunk. Do not use tree trunk as a lever. WELL MATCHED SPECIMENS, NATIVE 11. All root balls removed from containers shall be scarified by hand prior to placement and back filling with prepared soils. Hand tools are not to be used to scarify QUE REQ 38 QUERCUS FALCATA SOUTHERN RED OAK 3.5" MIN. 12-14' 5-6• FULL CROWN, STRIGHT CENTRAL LEADER, 424 SF 424 SF X 38 = 16,112 SF root balls. WELL MATCHED SPECIMENS, NATIVE 12. All rope and wrapping twine shall be cut and removed from around the upper arts of the root ball. Metal basket wires and burls shall be pulled back and P aPP 9 PP P P tucked under the edges of the saucer rings on all trees and large shrubs. All synthetic burlap shall be removed from plant balls prior to back filling. PARKING TREES QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPREAD REMARKS 13. All plant beds or raised saucer rings shall be edged with smooth, continuous curves. FAG REQ 9 FAGUS GRANDIFOLIA AMERICAN BEECH 2" MIN. 10•-12• 4-6• FULL CROWN, STRAIGHT CENTRAL LEADER, 227 SF 227 SF X 9 = 2,043 SF 14. All plant material shall be planted at heights as illustrated in plant details. WELL MATCHED SPECIMENS, NATIVE 15. Tree guying shall be performed within aweek of planting. The landscape contractor shall be responsible for removing all tree guying strapping and stakes after LIQ REQ 12 LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA' ROUND -LOBED SWEET GUM 2" MIN. 10•-12• 4-6• FULL CROWN, STRAIGHT CENTRAL LEADER, 206 SF 206 SF X 12 = 2,472 $F the first full growing season or one year, which ever comes first. WELL MATCHED SPECIMENS, NATIVE 16. B & B as listed under "root in the plant list indicates balled and burlapped. QUIP REQ 29 QUERCUS PHELLOS WILLOW OAK 2" MIN. 10•-12• 4-6• FULL CROWN, STRAIGHT CENTRAL LEADER, 370 SF 370 SF X 29=10,730 SF 17. Contractor shall verify locations of underground utilities prior to planting. Any exposed or uncovered lines shall be shown to general contractor prior to WELL MATCHED SPECIMENS, NATIVE backfilling. 18. All plant beds and raised saucer rings shall be graded to provide adequate drainage and shall be mulched as specified. PEDESTRIAN WAYS QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPREAD REMARKS 19. All materials, planting and landscape work shall conform to the current municipal authority's standard specifications and details. COC REQ 13 CORYLUS COLURNA TURKISH FILBERT 2.5" 8-107 3-5- FULL CROWN, STRAIGH CENTRAL LEADER, 138 SF 138 SF X 13 = 1,794 SF 20. All landscape areas that are not planted and mulched or paved shall be seeded or sodded with Rebels Tall Fescue, unless otherwise noted. WELL MATCHED SPECIMENS 21. Tree protection fence shall be installed, inspected and approved prior to the issuance of any grading or other permits. 22. First year pruning of tree crown shall be limited to removal of dead & damaged wood. SCREENING TREE QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPREAD REMARKS 23. The owner shall be responsible for the maintenance of all municipality required landscaping, beginning one year after date of planting, by keeping lawns mowed, CUP REQ 11 CUPRESSU$ X LEYLANDII LEYLAND CYPRESS --- 4• 1-2• FULL TO GROUND, STRAIGHT CENTRAL 23 SF 23 $F X 11 = 253 SF all plants maintained as disease free, all planting beds groomed and kept weed free (except in areas of preserved existing natural vegetation i.e. thickets) and LEADER, WELL MATTHED SPECIMENS kept free from trash, debris and other materials. ILN REQ 10 ILEX X 'NELLIE R. STEVENS' NELLIE R. STEVENS HOLLY 4 1-2 FULL TO GROUND, STRAIGHT CENTRAL 44 SF 44 SF X 10 = 440 SF 24. The owner shall be responsible for the replacement of any municipality required planting, which is removed or dies, beginning one year after the date of planting. LEADER, WELL MATCHED SPECIMENS Such replacement shall occur during the next planting season. 25. Trees within Public Right -of Way to be planted from October 1st to April 30th only. STREET TREES QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPREAD REMARKS NYS REQ 22 NYSSA SYLVATICA TUPELO T 12-14• 3-5• FULL CROWN, STRAIGHT CENTRAL LEADER, 123 SF 123 SF X 22 = 2,706 SF WELL MATCHED SPECIMENS, NATIVE. Soil Preparation and Amendment Notes QUS REQ 30 QUERCUS SHUMARDII SHUMARD OAK 2.5" 10•-12• 4-6• FULL CROWN, STRAIGHT CENTRAL LEADER, 329 SF 329 SF X 30 =9,870 SF 1. Soil samples shall be taken and submitted to an independent source for soil analysis. Results of soil analysis shall be sent to the Landscape Architect. WELL MATCHED SPECIMENS, NATIVE 2. Per recommendation of soils report; landscape contractor to supplement soil with lime, macronutrients and micronutrients. 3. Contractor to amend soil with organic material and/or sand to yield the final soil ratio: SCREENING SHRUBS QTY BOTANICAL NAME COMMON NAME HEIGHT SPREAD CONTAINER REMARKS 57 SF 57 SF X 76 = 4,332 SF 33.3%Sand/Silt ILE REQ 76 ILEX CORNUTA'BURFORDII' BURFORD HOLLY 24-30" 2-3- FULL 33.3% Clay 33.3% Organic Material TOTAL PROP. CANOPY: 55,222 SF (1.26 AC) Organic material to be Compost made solely from plant -based products. Peat moss is allowed in sandy soils 4. Native soil, Lime, Nutrients and Amendments to be tilled to a minimum width of 3-5x root ball for trees. Shrub and groundcover planting areas shall be tilled to a minimum 4" below rootball or a minimum 12" deep. Planting and Soil Notes 06 County of Albemarle Required Plant SchedulelFoill Q a m W O u1 uJ Z O rn w ❑ W z J U O z z w z Z O zZ O I 6N d 220 E. Peterson Drive KCharlotte, NC 28217 704/333.7272 C1ineDesignAssoc.com ❑ W y W X W W 2 F Z z a m O Ir m LL 0 O x i O 2LU J w ir m O z w w 0 w 2 LJJ it 3 IU - J W Z J Q z M J ¢ LL 0 F O Z z 0 z w 7 IT /� 7 LL O O U O 0 - ❑ U w U z a x U ❑ w U 7 g SITE PLAN SUBMITTAL a w w m 0 0 z w z z d w W z 3 a w W x z ? 00 C W a .T. �. KARRICK _ 9 2221 . O o PROJECT:221074 U DATE: 04.25.2022 z REVISIONS: DATE O i s O m w 2 w N W J N W a x w d DRAWN BY: JL vi a CHECKED BY: JK o Plant Schedule and Zz Planting Details N W W Z 0 IN LP2,00 NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. ' - � LEGEND — 30' LANDSCAPE BUFFER / / v ' / ' / / / ' \ / ♦ HUBBEL RATIO SERIES AREA LIGHTS / -- / PARK SHADE / � FORREY 11 POST TOP PEDESTRIAN LIGHT STRUCTURE + BOLLARD LIGHTS W - W BOLLARD LIGHT (TYP.) ' 50' LANDSCAPE _ ' / ' �, / 0 � / ♦ � , �,- v \ \ --- I / I \ POLE MOUNTED ,, , / /:' � : , - .•.� � ,.,> ... �,, 0 ` - / AREA LIGHT (TYP.) 13 FITNESS AREA PEDESTRIAN LIGHTS TYP.) / { RECREATION- '�' , . CLUB \\ FIELD � � � � �: � POOL.,\ >s'• `, \\� `�-- � ' ' ' ' / l ' ' I l l l I I I I I I .' \ 0 �r \ \ ✓ �; ., � ! .. :^. j' '„ I 1 • - • • �' K� ,' I / — /l / / \ � /l / / /1 I 1 I I I I I I II I \ .k \ O / '. / � __- \ �/ � __ — — r • � yy 'II\ \\\\\ e\\ \\I\ 1 I I I I \ 1 /// ,'�� .; § a•r' _ — \ ` I fi \\ '. �g8` \ \. \.�1. \\\\ 1III 11\I II �I I I VI \,\ III \� I \ \ 1 \ \I�. '•/�; I ' .� —/—„-- / — / / \ I / / I 1 1 Lighting Plan 01 Q a N H O w Z O w 0 w z J U 0 O z w N z U 0 zz tH 0 a 220 E. Peterson Drive KCharlotte, NC 28217 704/333.7272 oC1ineDesignAssoc.com w N w a w w x 0 z Z m O N LL 0 0 0 W w w J a Ir ¢ Q 0 z 2 w w O LLJ 111 F x LJJ V - J < J O Q 2 J L.L o 2 0 o z z a z 0 �0 z o O O U W O a x U ° W U ° SITE PLAN SUBMITTAL a w m 0 O Z W a N Z a w A z z d w w z z x (7 w a 0 d w w 0 O 0 0 PROJECT:221074 5 DATE: 04.25.2022 o REVISIONS: DATE 2 2 O N W w J w w a w d DRAWN BY: JL co a CHECKED BY: JK o LIGHTING PLAN a z (7 w 0 w z N LP3,00 NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. Schedule Symbol Label Quantity Manufactur Catalog Description Number Filename Lumens Per Wattage er Number Lams Lam 11 HUBBELL RAR-2-3201-- RATIO AREA 1 RAR-2-3201-- 7995 105 A OUTDOOR 1104K7-2- lens gaskets 1104K7-2- BC and Back BC.ies Light Shields 2 HUBBELL RAR-2-3201-- RATIO AREA 1 RAR-2-3201-- 9018 105 B OUTDOOR 110-4K7-3- lens gaskets 1104K7-3- BC and Back BC.ies Light Shields 90 HUBBELL RAR-2-3201-- RATIO AREA 1 RAR-2-3201-- 8427 100 L C+ OUTDOOR 110-4K74- lens gaskets 1104K7-4- BC and Back BC.ies Light Shields 38 LIGMAN LH-10665- Lightsoft 1 1 LH-10665- 1188 27.5 O BLRD W40 bollard LED W40 Rev.2.IES + + + .00.00.00.00.0 .+0.00.+.+. .0 �' :+ .+ + + + + + + + + + + + ++ + + + + + + + + + + .00.00.00.00.00.00.00. 0 0.00.00.00.0 0.00.00.00.00.00.00.00.00.00.00.00.00.0 .0 . +0.0 0.0+0.0 0.0+0.0+0.0 0.0+0.0+ +0. ` 0.0 0.0 0.0+0.0+0.0+0.0+0.0 0.0+0.0+0.0 0.0 - + . + .0+0.0 0.0`0.0`0.0 0.0+0.0 0.0`0.0`0.0 0. ` ` .0 0.0 . +0.0 .0+0.00.0+0.00.+ ++ + + + .0 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Peterson Dr. Charlotte, NC 28217 704/333-7272 C1ineDesoiAssoc.com PROJECT: DATE: REVISIONS: DATE DRAWN BY: Tr w CHECKED BY: wLP a a ELECTRICAL PHOTOMETRIC SITE PLAN Electrical Photometric Site Photometric Site Plan�� E1.01 P 1" = 40'-0' o Date: Project: Type: ELO Bollard Order Code: Product Customer: Series ELFB ELDB ELO Flot Top Bollord ELO Domed Height 2.5 3.3 z51 Sri ssn Optic TI TS TA Forward Summ n <Act mm vl c Light Engine 1-G 1G2 Single Stack Deuble5tack CCT r3_0_1 40 301 4000K Finish WH BK IZ Whba Block Bronee Voltage 120w 240e 277e 12N 740V 2/1V Options DM HL303.1 Dimming HI. to ad we GRh HS Gold I8le Houa• Reaectar Shield hIRTI �w cE gSTM WEYi MADE aFY,I II IP65 FlMol <dty Top Wand 4 4n BL U SP Semi -thou. wr Specify Premium Color Blo,k UNV3 34713 4801-5 120277 547V 480V HL502.1 REC REC2 DMD PC i aim 010 Dimming Phatonll swleWng Receptacle wl Receptacle aO Ns weather, i w/pailhun le cover Inaecom E Emeriti canary Pack (conedt aaoryl Wax Corporation a 2018, T 815•834-0400, $00-735.6927, FMs.e34a4M, wiewd4lux.m Ina continuing effort to offer tba that product portlbla,weren,wtherlght to change, without rodeo, epaclfeatlom or mounr0 thot In our opinion will not alter the function of the product. Specification her ... found to www.eelw... a,h N• mail recent vvnl and ....Ndh oil other primed or e4a enela whnlom selux • her CCTpleau consul, factory tarn°ewwMroen —ne ,car.. nolo-n Approvals Date: Page I of 6 (Rev. Ol la) ELOB-ss-vl.3 UFOR-20051 Forrey 11 Post Top Opal Lens I--Ir-02.7x3.6 Aluminum Less than 0.1%copper content - Marine Grade 6060 extruded 13 LM6 Aluminum High Pressure die casting provides excellent mechanical strength , clean detailed product lines and excellent heat dissipation. Mauer LIGHTING USA High efficiency meets the classic for factor. we Complete range of decorative lighting solutions, offering multiple beam distributions and superior efficacies. A decorative range of post top luminaires, designed complement the Forney pendant, bollard and wall mount with options of having no lens or a high imps ep d grease UV stabilized opal lens. This decorative lantern 8 stpL and phosphate process that includes deoxidizing and etching as well as a provides a symmetrical light distribution using high zinc and nickel phosphate process before output COB LED. product painting. Color temperature 2700K, 3000K, 3500K and 4000K, Memory Retentive -Silicon Gasket LED CRI >80 and life time 50,000 Hours. High pressuf Provided with special injection molded "fit for die-cast marine grade LM6 aluminum body that Is purpose' long life high temperature memory retentive silicon gaskets. Maintains the re -treated with a nickel and zinc phosphate and the P P P gaskets exact profile and seal over years of powder coated with a 4.9mi1 thick paint finish ensur- use and compression. ing high corrosion resistance. Marine grade 316 stainless steel fasteners. Thermal management LM6 Aluminum is used for its excellent mechanical strength and thermal dissipation properties In low and high ambient temperatures. The superior thermal heat sink design by Ugman used In conjunction with the driver, controls thermals below critical temperature range to ensure maximum luminous flux output, as well as providing long LED service life and ensuring less than 10% lumen depreciation at 50,000 hours. Surge Suppression Standard 10kv surge suppressor provided with all fixtures. BUG Retina Contact Factory All Ugman products go through an extensive finishing process that includes fettling to Improve paint adherence. PAID! UV Stabilized 4.9Mil thick powder coat paint and baked at 200 Deg C. This process ensures that Ugman products can withstand harsh environments. Rated for use In natatoriums. Hardware Provided Hardware is Marine grade 316 Stainless steel. Anti Seize Screw Holes Tapped holes are infused with a special anti selze compound designed to prevent seizure of threaded connections, due to electrolysis from heat, corrosive atmospheres and moisture. High Impact Acrylic Lens Manufactured with Ultra High Impact, Naturally UV Stabilized Injection Molded Acrylic. Optics A LED Precise optic design provides exceptional light control and precise distribution of light LED CRI or 80 Lumen - Maintenance Life 1_80 /810 at 50,000 hours (This means that at least 90% of the LED still achieve 80% of their original flux) Durable memory retentive silicone rubber gasket an clear high impact naturally UV stabilized acrylic lens. Anodized high purity aluminum reflector. This luminaire is provided prewired with power cord to th handhole to simplify installation. For No Lens or Clear Lens, see UFOR-20041 w.,tpwaex4�,.ehroes.�ws.nd..wmp✓,warl�,.wsnamrawwe.a,wee.mr..leew....+wtn>I•roarraas..ensdw.ell Bollard Light Fixtures 03 1i Pedestrian Light Fixturql 02 ,HuoL) HUBBELL Outdoor Lighting RATIO Series AREAISITE LIGHTER FEATURES • Low profile LED area/site luminaire with a variety of IES distributions for lighting applications such as retail, commercial and campus parking lots • Featuring Micro Strike Optics which maximizes target zone illumination with minimal loses at the house side. reducing light trespi issues • visual comfort standard • Compact and lightweight design with low EPA • 3G rated for high vibration applications including bridges and overpasses • Control options including photo control, occupancy sensing, NX Distributed Intelligence' and 7-Pin with networked controls • Best in class surge protection available AM C �L us IP66 speaR<atioes CONTROL TECHNOLOGY Site N X DISTRIBUTED` INTELLIGENCE SPECIFICATIONS CONSTRUCTION • Rectilinear form mimics the traditional shoebox form factor keeping a similar but updated style and appearance, Ideal for retrofit applications • Die-cast housing with hidden vertical heat fins that are optimal for heat dissipation while keeping a clean smooth outer surface • Corrosion resistant. die-cast aluminum housing with powder coat paint finish OPTICS • Entire optical aperture illuminates to create a larger luminous surface area resulting in a low glare appearance without sacrificing optical performance • 80,160, 320 or 480 midpower LEDs • 3000K, 4000K or 5000K (70 CRI) CCT • Zero uplight at 0 degrees of tilt • Field rotatable optics INSTALLATION • Standard square arm mount, compatible with B3 drill pattern • Optional universal mounting block for ease of installation during retrofit applications. Available as an option or accessory for square and round poles. • Knuckle arm fitter option available for 2-3/8' OD tenon. Max tilt of 60 degrees with 4 degree adjustable Increments. (Restrictions apply for 7-pin options) ELECTRICAL • Universal 120-277 VAC or 347-480 VAC Input voltage, 50/60 Hz DATE: I LOCATION: wiSCAPEm RELATED PRODUCTS 8 Alm B Cimarron LED B Ratio Family ELECTRICAL (CONTINUED) • Ambient operating temperature-40•C to 41 • Drivers have greater than 90% power factor and less than 20%THD • LED drivers have output power over -voltage, over -current protection and short circuit protection with auto recovery • Field replaceable surge protection device provides 21 protection meeting ANSI/ IEEE C62.41.2 Category C High and Surge Location Category C3; Automatically takes fixture off-line for protection when device Is compromised CONTROLS • Photo control, occupancy sensor and wireless avai able for complete on/off and dimming control • 7-pin ANSI C136.41-2013 photocontrol receptacle option available for twist lock photocontrols or wireless control modules (control accessories sold separately) • 110 V Dimming Drivers are standard and dimming leads are extended out of the luminaire unless control options require connection to the dimming leads. Must specify if wiring leads are to be greater than the 6' standard • SlleSyncw wireless control system is available via 7-pin See ordering information and details at www.hubbelllighting.com/sitesync • NX Distributed Intelligence" available with in fixture wireless control module, features dimming and occupancy sensor • wISCAPErs available with in fixture wireless control module, features dimming and occupancy sensor via 7-pin CERTIFICATIONS • DLCe (DesignLights Consortium Qualified), with some Premium Qualified configurations. Please refer to the DLC website for specific product qualifications at wwwdesignlights.org • Listed to UL1598 and CSA C22.2#250.0-24 for wet locations and 40•C ambient temperatures • 3G rated for ANSI C136.31 high vibration applications • Fixture is IP66 rated • Meets IDA recommendations using 3K CCT configuration at 0 degrees of tilt • This product qualifies as a "designated country construction material" per FAR 52.225-11 Buy American -Construction Materials under Trade Agreements effective 04/23/2020. See Buy American Solutions WARRANTY • 5 year limited warranty e See HLI Standard Warranty for additional Information KEY DATA Lumen Range 3,000-48,000 Wattage Range 25-340 Efficacy Range (LPW) 118-155 Fixture Projected Life (Hours) L70>60K Weights III (kg) 13.5-24 (6.1-10.9) Page 1111 Rev 12/a6rQ1 C 2021 Hubbell outdoor LlghOni a dVSion 0 Hubbell Lighting. Inc specifications subject to change without notice. eHUBIBIELL RAILED -SPEC 701 Mlilennlum i-Greemllle. 5C 296071 Tel 864.678.1000/ website www.hubbelloutdoorcom Lighting O O m y all D O m 0 A c m Area Light Fixturell 01 d a N W a U O N N a Z N N W W Z J U 0 0 H Z W N Z O U Z at Z 0 rn _N ¢ a 220 E. Peterson Drive KCharlotte, NC 28217 704/333.7272 oClineDesignAssoc.com w to N w ¢ a w w x 0 z z a m 0 m ¢ LL F O x H IE a a cc x Z a 0 w Z cs m a w >m 0 H W w J w rr a m Filillissist QC 0 z ¢ G w m U a ry1 x LLI 3 VJ O � J Q JLL D n o ¢ °z Z at 00 Z Z o 0 Z x OO o III cc) at x U w U o SITE PLAN SUBMITTAL ¢ Q. w w m 0 O Z or LJ 0 Z J a W w x F Z 5 a W W F Z F x I'd ¢ a: �P F M OQO\�� Di �d O\ ¢ w x F O Q❑ !. Z `( o PROJECT:221074 3 DATE: 04.25.2022 oREVISIONS: DATE 2 2 0 U N 10 w w w ¢ J m w a DRAWN BY: JL rA a CHECKED BY: JK 8 Electrical 10 < Photometric Fixtures Z N W W Z 0 LP3e20