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HomeMy WebLinkAboutSDP202100077 Plan - Revision 2021-11-18vi 5 a i �I 31 II 1 I ii VIRGINIA SETBACKS AND BUILDING HEIGHT C-1 COMMERCIAL ZONING DISTRICT 7122M nieemane county vn cm. of ommaooas Sec. 4.20-Setbacks and stepbacks in conventional commercial and industrial districts. Setbacks and stepbacks shall be provided as follows: a. Conventional commercial districts. The following shall apply within the C-1, CO, and HC districts: Setbacks Front -Minimum 10 feet from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way; for off- street parking or loading spaces, 10 feet from any public street right-of-way Front -Maximum 30 feet from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way, provided that this maximum setback shall not apply to any structure existing on June 3, 2015 and to any structure depicted on an approved final site plan that is valid on June 3, 2015 as having a front setback greater than 30 feet; none, on any lot, including a corner lo4 abutting principal arterial highway or interstate Side and Rear -Minimum If the abutting lot is zoned residential, rural areas, or the Monticello Historic district: (1) no portion of any structure, excluding signs, shall be located closer than 50 feet from the district boundary; and (ii) no off-street parking or loading space shall be located closer than 20 feet to the district boundary. If the abutting lot is zoned commercial or industrial, any primary structure shall be constructed and separated in accordance with the current edition of the Building Code. Side and Rear -Maximum None Figures Figures 1 through 6 are for illustration purposes only. If there is a conflict or inconsistency between a regulation in section 4.20 to which a Figure pertains and the Figure itself, the regulation is controlling. In addition, Figures 1 through 6 merely illustrate specific requirements and do not show all applicable requirements of the applicable district regulations. Figure 1 Figure 2 Sec. 21.4 - Height regulations. Except as otherwise provided in section 4.10structures may be erected to a height not to exceed 65 feet. The minimum stepback requirements for any story that begins above 40 feet in height or for each story above the third story, whichever is less, in height shall be as provided in section 4,20. (§ 20-21.4, 12-10-80; 9-9-92; Ord. 15-18(4)_ 6-3-15; Ord. 17-18(4)_ 8-9-17) SDP202100077 A MINOR SITE PLAN AMENDMENT �F I TO PREVIOUS SDP202000062 FOR DS TAVERN ALBEMARLE COUNTY, VIRGINIA LINEAGE JOB #19066 INDEX OF SHEETS DESCRIPTION SHEET NO. TITLE SHEET C-01 GENERAL NOTES _ _ _ _ _ _ C-02 EXISTING CONDITIONS. C-03 EXISTING ZONING, SETBACKS, AND EASEMENTS _ _ _ _ _ C-03 A OVERALL SITE PLAN C-04 LANDSCAPING PLAN (BY OTHERS) C-04 A SANITARY SEWER PLAN C-04 B SITE LIGHTING PLAN .. .. .. .. .. .. .. .. .. .. ......................................................... C-04 C SANITARY FORCE MAIN PROFILE C-04 D GRADING/ E&SC PLAN..................................................................................... C-05 E&SC NARRATIVE _ _ _ _ _ _ C-05 A E&SC NARRATIVE, PROPOSED OVERLAND FLOW, & DRAINAGE AREA C-05 B CONSTRUCTION DETAILS........................................................................... C-06 HANDICAP PARKING LAYOUT & CONSTRUCTION DETAILS _ _ _ _ _ _ _ C-06 A LANDSCAPING DETAILS ................................ C-07 GENERAL PROPERTY INFORMATION PROPOSED USE: BUILDING ADDITION FOR 3100 S.F. OF OFFICE SPACE. 9 ADDITIONAL PARKING SPACES. OWNER: IVY ROAD RE LLC. 1. TAX MAP : 059000000015AO 2. ZONING: a. PROPERTY IS SPLIT -ZONE C-1 COMMERCIAL AND RA RURAL AREA b. PROPERTY IS LOCATED WITHIN THE ENTRANCE CORRIDOR OVERLAY DISTRICT c. PROPERTY IS SUBJECT TO PROFFERS PER ZMA198400026 d. PROPERTY HAS CRITICAL STEEP SLOPES 3. MAGISTERIAL DISTRICT: SAMUEL MILLER DISTRICT 4. WATERSHED: SOUTH FORK RIVANNA WATER SUPPLY WATERSHED 5. THE PROPERTY IS NOT LOCATED WITHIN THE ACSA JURISDICTIONAL AREA AND DOES NOT HAVE ACCESS TO PUBLIC WATER/SEWER. 6. DATUM REFERENCE: BENCHMARK AXLE 1534.90' PROPERTY INFORMATION FOR TMP 59-15A1 OWNER: IVY ROAD RE LLC. 1. TAX MAP : 059000000015A1 2. DB REFERENCE: 5123/91 DESIGNER: LINEAGE ARCHITECTS, P.C. ATTN: JON GARBER P.O. BOX 991 98 LEE HIGHWAY VERONA, VIRGINIA 24482 PHONE: (540) 248-3771 DEVELOPER: 704 CAPITAL, LLC VICINITY MAP (SCALE 1:2000) SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTRY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL FIRM INFO: Lineage Architects, P.C. P.O. Box 991 SITE 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: �ZIJH OF U JONATHAN F. GARBER 9 No. 038568 %�11 /10/21 �`rjONAL F'�� ARCHITECT NAME/SEAL: r � 1� c Q' Q Q z w ° >. z U � -t Q M U 6 1 COMMENTS 11/5/2021 DATE ___ 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 NO. REVISION/ISSUE DATE JOB NUMBER: DATE: DRAWN BY: 19066 MAY 26, 2020 APPROVED BY: DRAWING DESCRIPTION: TITLE SHEET DRAWING NUMBER: C-01 111841111r JFG i i �I 3■ A i GENERAL NOTES: 1) ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS, AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER IN WRITING WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES IN WRITING. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES WITHOUT CLARIFICATION FROM THE ENGINEER OF RECORD, SHALL BE DONE AT THE CONTRACTOR'S RISK. 2) THE LOCATION OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE TEST PITS AT ALL LOCATIONS WHERE PROPOSED CONSTRUCTION CROSSES EXISTING WATER, GAS AND FIBER OPTIC LINES. 3) THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION CALL MISS UTILITY. 4) ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 5) WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, THE VDOT ROAD AND BRIDGE STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND APPLICABLE STANDARDS OF ALBEMARLE COUNTY. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. ALL UTILITIES TO BE DEDICATED TO THE ALBEMARLE COUNTY MUNICIPAL WATER SYSTEM SHALL BE CONSTRUCTED AND TESTED TO CONFORM TO COMMONWEALTH OF VIRGINIA/ STATE BOARD OF HEALTH WATERWORKS AND/OR SEWERAGE REGULATIONS AND THE ALBEMARLE COUNTY DESIGN AND CONSTRUCTION STANDARDS MANUAL. 6) DRAINAGE IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 7) INSTALLATION OF CONCRETE STORM PIPE SHALL COMPLY WITH VDOT STANDARD DRAWING PB-1. 8) ALL RIGID PIPE BEDDING (CONCRETE, CEMENT LINED DUCTILE IRON PIPE, ETC.) SHALL BE CLASS C, UNLESS NOTED OTHERWISE ON THE PLANS. 9) ALL UNDERGROUND FACILITIES LOCATED WITHIN THE VDOT RIGHTS -OF -WAY SHALL BE INSTALLED PRIOR TO THE PLACEMENT OF ANY PART OF THE PAVEMENT STRUCTURE. 10) ALL MATERIALS USED FOR FILL OR BACK -FILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS OR ANY OTHER NON -COMPACTIBLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE. 11) SATISFACTORY MATERIAL FOR USE AS FILL FOR PUBLIC STREETS INCLUDE CLASSIFIED IN ASTM D-2487 AS GW, GP, GM, GC, SW, SP, SM, SC, ML, AND CL GROUPS. THE MOISTURE CONTENT SHALL BE CONTROLLED WITHIN PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM TO FACILITATE COMPACTION. GENERALLY, UNSATISFACTORY MATERIALS INCLUDE MATERIALS CLASSIFIED IN ASTM D-2487 AS PT, CH, MH, OL, OH AND ANY SOIL TOO WET TO FACILITATE COMPACTION. CH AND MH SOILS MAY BE USED SUBJECT TO RESULTS OF THE GEOTECHNICAL REPORT AND UPON APPROVAL OF THE SUPERVISING ENGINEER. SOILS SHALL HAVE A MINIMUM DRY DENSITY OF 92 LB/CU. FT. PER ASTM D-698 AND SHALL HAVE A PLASTICITY INDEX LESS THAN 17. 12) MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACK - FILL AROUND DRAINAGE STRUCTURES OR IN UTILITY TRENCHES OR ANY OTHER DEPRESSION REQUIRING FILL OR BACK -FILL SHALL BE COMPACTED TO 95 /o OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AS SET OUT IN ASTM STANDARD D-698. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. 13) COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL BE BASED UPON RECOMMENDATIONS OF SOILS ENGINEER AFTER COMPLETION OF STANDARD PROCTOR TEST AND SHALL MEET BEARING REQUIREMENTS OF ARCHITECT FOR BUILDINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING. 14) EMBANKMENT FILL AND TRENCH BACK -FILL SHALL BE PLACED IN LIFTS AT A MAXIMUM UNCOMPACTED DEPTH OF 8-INCHES AND 6-INCHES, RESPECTIVELY. DENSITY TESTS SHALL BE CONDUCTED AT THE FOLLOWING MINIMUM FREQUENCIES: (A) EMBANKMENTS FOR ROADS, STREETS, DAMS, ETC.: ONE TEST PER LIFT PER 10,000 SQUARE FEET OF LIFT. (B) BACK -FILL AROUND STRUCTURES AND IN TRENCHES: ONE TEST PER LIFT PER 500 LINEAL FEET OF TRENCH. 15) COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MADE IN CUT AND FILL AREAS AT THE FOLLOWING MINIMUM FREQUENCIES: (A) SUB -GRADE: ONE TEST PER LANE PER 500 LINEAL FEET. (B) STONE -BASE: ONE TEST PER LANE PER 6" COMPACTED LIFT PER 500 LINEAL FEET. (C) HOT ASPHALTIC CONCRETE: ONE TEST PER LANE PER LIFT PER 500 LINEAL FEET. ABREVIATIONS: ARCH. ARCHITECT 16) ALL EXCAVATIONS, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT C/L OR C L CENTERLINE THEIR INTEGRITY. C/OUT OR C/O CLEAN OUT CONC. CONCRETE 17) TEST RESULTS SHALL BE SUBMITTED TO THE SUPERVISING ENGINEER. FAILURE TO CONDUCT CG CURB & GUTTER DENSITY TESTS SHALL BE CAUSE FOR NON -ACCEPTANCE OF THE FACILITY. TESTS DIA. DIAMETER SHALL BE CONDUCTED AT THE SOLE COST OF THE DEVELOPER OR HIS AGENT. E.P. EDGE OF PAVEMENT EL. ELEVATION 18) NOT USED. ESMT. EASEMENT EW EXISTING WATER 19) NOT USED. EX. EXISTING F.E. FOUNDATION ELEVATION 20) NOT USED. F.E.S. FLARED END SECTION F.F.E. FINISHED FLOOR ELEVATION 21) INSPECTORS HAVE FULL AUTHORITY TO REJECT FILL OR BACKFILL MATERIALS, F.H. or F/HYD FIRE HYDRANT REQUIRE UNDERCUTTING OR SUBGRADE STABILIZATION, REQUIRE PROVISIONS FOR SUB- F/L FIRE LINE DRAINAGE, OR REQUIRE OTHER MEASURES WHICH AFFECT THE INTEGRITY OF ROAD AND F.W. TOP OF FOUNDATION WALL UTILITY CONSTRUCTION. FAILURE TO COMPLY WITH INSPECTOR'S DIRECTIVES SHALL BE G.V. GATE VALVE CAUSE FOR NON -ACCEPTANCE OF THE FACILITY. HORIZ. HORIZONTAL INV. INVERT 22) TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE MANUAL IRS IRON ROD SET OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). LAT. LATERAL LT. LEFT 23) A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE ISSUANCE OF THE LAND M/H MANHOLE DISTURBING PERMIT. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE MIN. MINIMUM COUNTY ENGINEER. ALBEMARLE COUNTY PUBLIC UTILITIES INSPECTOR, REPRESENTING NE NORTH EAST WATER INTERESTS, SHALL ALSO ATTEND. ATTENDANCE SHALL BE COORDINATED THROUGH NW NORTH WEST THE OFFICE OF THE COUNTY ENGINEER. P.C. POINT OF CURVEP.I. POINT OF INTERSECTION 24) RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS P.T. POINT OF TANGENT EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE PVC POINT OF VERTICAL CURVE INSPECTIONS AS OUTLINED IN THE USBC. PVI POINT OF VERTICAL INTERSECTIONPVT POINT OF VERTICAL TANGENT 25) ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES SHALL BE INSTALLED IN PVMT. PAVEMENT ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. R RADIUS R.D. ROOF DRAIN 26) BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY RT. RIGHT PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED SAN. SANITARY SEWER IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR ADDITIONAL SEW. or SSEW. SEWER REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. STD. STANDARD STM. SEW. STORM SEWER 27) ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT SE SOUTH EAST OVER SIDEWALKS. SW SOUTH WEST S/W SIDEWALK 28) ALL HANDICAP PARKING SPACES AND ACCESS ISLES SHALL COMPLY WITH ADA STANDARDS OF S.F. SQUARE FEET ACCESSIBILITY. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE STIR. STRUCTURE SLOPE GREATER 1:48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY T.B. TOP OF BANK SERVE. SEE SHEET C-05 FOR SPOT ELEVATIONS DETAILING CROSS SLOPES FOR ACCESSIBLE T/C TOP OF CURB T/P TOP OF GRAVEL PAVEMENT EXISTING PROPOSED ROAD CENTERLINE CURB TAPER SIDEWALKS CONCRETE PAVEMENT El GRAVEL SURFACE BUILDINGS FENCE DECIDUOUS TREE CONIFEROUS TREE CONIFEROUS SHRUB st ST STORM WATER LINE PROPERTY LINE STORM SEWER - 2900 - - - - 2988 - - INDEX CONTOUR - - - 2898 - - - - - - 2898 - - - INTERMEDIATE CONTOUR 2876.3 X 2883M _1_" SPOT ELEVATION LIMITS OF CLEARING AND/OR GRADING PARKING SPACES AND ADJACENT ACCESS ISLES. SEE SHEET C-06 FOR DETAIL OF ACCESSIBLE TPD WATER SERVICE AND METER TRIPS PER DAY SIGNAGE. U/G UNDERGROUND VERT. VERTICAL - SANITARY SEWER LATERAL AND CLEANOUT W/L WATERLINE ss SS SANITARY SEWER LINE X-ING CROSSING ohe ❑HE OVERHEAD ELECTRIC LINE uge UGE UNDERGROUND ELECTRIC LINE oht ❑HT OVERHEAD TELECOM LINE VDOT General Notes ugt UGT UNDERGROUND TELECOM LINE V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. w W WATER LINE V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. VDOTGeneralNotes(Continued) gas GAS GAS LINE V3. When workingwithin VDOT ri ht-of-wa all traffic control whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. A transportation management Ian needs to be right-of-way, P P ry, P 9 P submitted fora approval and land use permit issued prior to an execution of work within the VDOT right of way. PP P P Y 9 Y V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V4 The developer shall be responsible for relocating, at his expense, an and all utilities including traffic signal poles, junction boxes controllers etc. owned b VDOT or private I public utility companies. It is the sole responsibility of the P P 9, P Y � 9 9 P �1 Y P P Y P P Y V18. Prior to VDOT acceptance of an streets all required street si na a and/or pavement markings shall be installed b the developer in accordance with the Manual On Uniform Traffic P Y q 9 9 P 9 Y P developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. Control Devices. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility V19. The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any of the developer. dedicated street right-of-way must be provided to the local VDOT Land Development Office prior to acceptance of the work. Unit and total prices may be obscured. V6. If required by the local VDOT Land Development Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor (s), various County agencies, utility companies and V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with VDOT prior to initiation of work. Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction inspection. and testing of the density control strip. V8. The contractor shall notifythe Traffic Operations Center at 540 332-9500 for an traffic control Ian that impacts a VDOT maintained Interstate or Prima roadway to provide notification of the installation and removal of the work zone. P ( ) Y P P Primary Y P V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrances in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to otherproperties P 9 P P ry O r9� otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. affected by this project9 shall be maintained through construction. V22. In accordance with Section 302.03 the foundations for pipe culverts thirty-six 36 inches and larger shall be explored below the bottom of the excavation to determine the a and PP( ) r9 P type V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing e. Foundation designs shall comply P 9 P 9 PP P P 9 pipe. 9 P Y with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall V11. All water and sewer lines within existingor proposed VDOT right-of-way shall have a minimum thirty-six 36 inches cover and when possible shall be installed under roadway drainage facilities at conflict points. P P 9 Y rtY- () P Y 9 be determined by the engineer and approved by VDOT. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to that vicinity until an adequate design can be determined by the engineer and approved by VDOT. be given by VDOT after grading is mostly complete. V13. All fill areas, borrow material and undercut areas shall be inspected and approved b a VDOT representative rior to lacement of fill. A VDOT representative shall be resent to insure the soil sample(s)obtained for CBR's is P PP YP PP V24. Approval of these plans shall expire five (5) years from the date of the approval letter. representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. accordance with all applicable VDOT standards and procedures. V14. All roadwayfill base su rade material and backfill in utility/storm /storm sewer trenches shall be compacted in accordance with the lift thicknesses density and moisture requirements as specified in the current VDOT Road and Bride b9 Y P Y q P 9 V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place box is proposed, the thickness of V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be V16. A post installation visual/video camera inspection shall be conducted b the Contractor on all es identified on the Tans as storm sewer pipe and a select number of a culverts. For a culverts, a minimum of one pipe installation P P Y PP P PP PP PP PP determined by the engineer and approved by VDOT. for each size of each material type will be inspected or ten percent of the total amount for each size and material type summarized. All pipe installations on the plans not identified as storm sewer pipe shall be considered as culvert pipe for inspection purposes. Additional testing may be required as directed by the Area Land Use Engineer or their representative. FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540) 248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: 401,TH OF,- U JONATHAN F. GARBER s No. 038568 S 11 /10/21A �`�tOIVAL S� ARCHITECT NAME/SEAL: a a � U O W a U H 6 COMMENTS 11/5/2021 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 NO. REVISIONASSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: GENERAL NOTES DRAWING NUMBER: C 02 DEMOLISH AND REMOVE CRAPE MYRTLE x3 DOGWOOD x2 DOGWOOD ARBORVITAE SCREEN _„� aOiYuIA 8" EVERGREEN MAGNOLIA TM 59-16A IVY HILL GARDENS, LLC DEMOLISH AND REMOVE MIXED DECIDUOUS BED DB 5002/71 RURALAREA MULTI -FAMILY RESIDENTIAL DEMOLISH AND REMOVE / '2 + u CONCRETE PATH + �S d �2 DEMOLISH AND REMOVE i &I\\ / \ ��j�\� 1 +� f OVERHEAD ELECTRIC LI DECIDUOUS MAGNOLIA \ ` �hi3,+''k�\\� � DEMOLISH AND REMOVE ABANDON I WOOD PATH EDGE LINE PAST >: \\\1R,+��f[1\\� +`. / \ GRAVEL DRIP ONE STORY HOUSE / 3846.50 \�\,j�, DOOR 527,91' ARBORVITAE SCREEN +��,\` 1303 SF /DI / 2 vl + &I\ a° \ BI " HEMLOCK ROW �\\I�,+''&I\\` ./. I v j I I v V I /�\\I +�I\\ '. . BRICK \\\I�i•'�I\�� PATIO ,Q / I 2 STORY HISTORIC TAVERN �\ �ROOFTOP551T BRCKRETAININGWALL 1612 SFI— + &1\` MAX HEIGHT: 2.00' o� BENCHMARK Wi . �l&1\\ i� . . . . . POND T . AXLE - +�'TfIO� /... . . . . ELEVATION ��/11\�� ' ' • ' ' ' DEMOLISH AND REMOVE / 534.90' EXISTING PATIO / WOODED SLOPE � ` MIX OF DECIDUOUS ' ' ' ' ' AND EVERGREEN y/ STONE RETAINING WALL 00 CRITICAL STEEP SLOPES ... MAX HEIGHT: 3 00' / , , . , , DEMOLISH AND REMOVE • • POWER POLE /. . . . . . . . 54000�,,`, / PIFMnl LRH ANn ............�. ;:. ...00 :.; z 1, .. :: : z ..z. 1. T............................ %./../..._./' ...................�, _'/,.1 5 —. I. . . . . . . . . . . . S�Op.� ;� .................. \ -,�BLAC ................. . \ .................. .................. ................ . ............ ........... . ............. TM 59-15A IVY ROAD RE, LLC DB 5123/91 RURAL AREA / C1 COMMERCIAL ;' T Inst 201800013717 G-e,�`. T FEMA Flood Zone X 51003CO265D, 2/4/05 �' Samuel Miller Magisterial District TI TM 59-15B K HALLAM ROTH DB 4263/729 ^I RURALAREA 41NrI F FAN411 Y RF41f1FNTIAI 34" TULIP POPLAR IVY ROAD US ROUTE 250 80.00' R.O.W. N87°08' V86.82' TM 59-15 JERRY D BENINATE DB 1654/396 RURALAREA RESIDENTIAL -MOBILE HOME CRAPEMYRTLEx2 \ _525.00 / GENERAL NOTES: 1. CURRENT FIELD SURVEY RECORDED BY LINEAGE ARCHITECTS, PC ON OCTOBER 28, 2019 AND JULY 7, 2021. 2. BULK TOPOGRAPHY SHOT IN FIELD BY LINEAGE ARCHITECTS, PC (SEE NOTE 1). SEPTIC TOPOGRAPHY BASED ON COUNTY GIs. 3. THE SITE IS DETERMINED TO BE LOCATED WITHIN THE IVY CREEK RESERVOIR WATERSHED. 4. THE SITE IS SPLIT -ZONED C1 COMMERCIAL AND RA RURAL AREA. 5. THE SITE IS LOCATED IN FEMA FLOODPLAIN ZONE X; THE SITE IS DETERMINED TO BE OUTSIDE THE 100 YEAR FLOOD PLAIN. FIRM MAP NUMBER: 510 03C 0265 D. EFFECTIVE DATE: FEB. 4, 2005 6. NO STRUCTURE, EITHER EXISTING OR PROPOSED, EXCEEDS 65 FEET IN HEIGHT PER SECTION 21.4 OF THE ALBEMARLE COUNTY ZONING CODE. 6. BENCHMARKS AND ELEVATIONS ARE RELATIVE TO VIRGINIA NORTH ZONE 4501. 7. ALL PLANT MATERIAL IS UNDER 6" CALIPER UNLESS OTHERWISE NOTED. 8. ALL TREES NOT EXPLICITLY SHOWN FOR DEMOLITION SHALL BE PRESERVED. \ EASEMENTS OF RECORD: (EASEMENTS AS KNOWN OR DISCLOSED, NO TITLE REPORT FURNISHED, \ ADDITIONAL EASEMENTS OR UTILITIES MAY OR MAY NOT EXIST.) \ VIRGINIA ELECTRIC AND POWER COMPANY EASEMENTS: DB 307/183 POLE LINE EASEMENT PARALLEL TO RT. 250, NO WIDTH GIVEN. -NOT PLOTTED DB 316/562 POLE LINE EASEMENT PERPENDICULAR To RT. 250, NO WIDTH GIVEN. -NOT PLOTTED ELECTRIC EASEMENT RESERVATIONS: \ DB 263/230 RESERVATION FOR AN EASEMENT FOR POWERLINE CROSSING PROPERTY. NO WIDTH GIVEN. LOCATION NOT SPECIFIED, NOT PLOTTABLE. \ DB 263I440 RESERVATION FOR AN EASEMENT FOR POWERLINE CROSSING PROPERTY. NO WIDTH GIVEN. LOCATION NOT SPECIFIED, NOT PLOTTABLE. \ .. \ VIRGINIA TELEPHONE AND TELEGRAPH EASEMENTS: DB 338/415 POLE LINE EASEMENT, 10' IN WIDTH CENTERED ON WIRES AS .'.'.'.'.'.'.' CONSTRUCTED. NO LOCATION SPECIFIED. NOT PLOTTED. DB 338/424 POLE LINE EASEMENT, 20' IN WIDTH CENTERED ON WIRES AS CONSTRUCTED. NO LOCATION SPECIFIED. NOT PLOTTED. \• • ' ' ' ' ' ' WATERLINE EASEMENT: BENCHMARK DB 357/219 RIGHTS TO A WELL AND WATERLINE, IN EXCHANGE FOR A IRON PIN RELEASE TO RIGHTS TO A SPRING. ELEVATION 1523.31' IPA ACCESS EASEMENT: \ DB 263/440 A 20' WIDTH EASEMENT FFOR ACCESS, OVER THE "OLD D.S. ROAD", SHOWN HEREON ON THE WESTERN SIDE OF THE PROPERTY. DB 4491/396 A SHARED DRIVEWAY EASEMENT SHOWN HEREON. AREA OF RESTRICTED USE: DB 263/230 AREA DEFINED TO BE KEPT FREE OF BUILDING OR PENS OF ANY KIND; TO BE USED ONLY FOR GARDENS AND PASTURE (EXCEPTING FOR HOGS OR GOATS). SHOWN HEREON. s 8 8 ia4 w %0 LINE AT .'NEIGNT 5b i30 S TLINEAT3.5'NEIG, NY ROW i3] 5fn 5n 20 5H 24 524 5201 15M SIGHT DISTANCE PROFILE AT IVY ROAD EXISTING CONDITIONS AND DEMOLITION PLAN SCALE: 1` 20' GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540) 248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: I,TH OF,7%_ VON U JONATHAN F. GARBER s No. 038568 S 11 /10/21A �`�tOIVAL S� ARCHITECT NAME/SEAL: a d r� H a � H 6 COMMENTS 11/5/2021 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 NO. REVISIONASSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: EXISTING CONDITIONS AND DEMOLITION PLAN DRAWING NUMBER: C-03 3L E C dW 5' RIGHT-OF-WAY DB 263/440 XO /^(� P •J EXISTING I STORY HOUSE 130 SF FFE 54]91 ,q ^0 F �^ NA 11X� EXWINPATIOE BRICK EXISTING 25TORY HIsiORIC TAVERN 181z SF FFE Sz6.91 E%ISTING N01 Y POND PROPO ROPOSEO 13IDRY EXISTINGI ADDITION STORY BLDG ADDITION 285 SF 230 SF FFE 52613 M (FR 5368 0) FFE: S]S.BI RE R (AT REE NCE( ENTRANCE NSTALL BRICK PATIO MOLANDSCAPING- LEI 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 II ( I I I I I I I I I I I I I I NING I i l 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 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 I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I I I TO BE KIND; PASMRE(EXCEPTING KEPT FREE TO BE 'RESTRICTEDMEA' OF USED BUILDINGS ONLY FOR0HUGS OR FOR GARDENS PENS OR GOATS) OF MY AND OESIGN BY OTHER SLOG O ssP� FP l 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 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 l 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 I l 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 l 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 l 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 l 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 l 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 l I I I I I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I GRAPHIC SCALE 30 D 5 ( IN FEET ) 1 inch = 30 ft. 60 EXISTING ZONING AND EASEMENTS SCALE: 1 "=20' IVY ROAD US ROUTE 250 80.00' R.O.W. 00JQF�/ RA o ,oF'DO \ T I �RA2 / o / EXISTING I STORY HOUSE 03 SF 5V, FFE 5Y1.91 \ / EXISTING BRICK PATIO EXISTING 33i0RY \ HISTORICTAVERN 161E BF FFE 5]5.9A / E%ISTING K01 PROPO / PoxO isioIO p P2 STORED ADDI \ / 3 DI 235 BF AOOITIIXI 5P6 fi0 9I8 SF (FRO 10) / ^ / FFE RE R \ (AT REAP ENTRANCE / NSTALL BRICK PA➢0 C DESIGN BY OTHER //� / / ' / CRITICAL STEEP SLOPES / 7. 1 / / �Eu°muw YBLDG CRITICAL STEEP SLOPES \ yARos��q�kp FRQ?o 30 GRAPHIC SCALE 0 15 30 40 ( IN FEET ) 1 inch = 30 ft. 6BF E: SESBi REM \ ENTRANCE( \\\\ � \f 97 AG TT EXISTING BUFFERS AND SETBACKS SCALE: 1 "=20' .. FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540) 248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: I,TH OF,7%_ U JON ' AF. GARB No. 038568 S 11/10/21 . ARCHITECT NAME/SEAL: a a � U r~ a H a 0 W � a � � H 6 COMMENTS 11/5/2021 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 NO. REVISIONASSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: EXISTING ZONING, SETBACKS, AND EASEMENTS DRAWING NUMBER: C-03 A PARKING CALCULATIONS TABLE AS PER 18-4.12.6 OFFICES, BUSINESS, ADMINISTRATIVE AND PROFESSIONAL (INCLUDING MEDICAL OFFICES BUT NOT DENTAL CLINICS) REQUIREMENT: 1 SPACE / 200 SF OF GROSS COMMERCIAL OFFICE SPACE WHERE GROSS COMMERCIAL OFFICE SPACE= 80% OF THE NET SF OF THE BUILDING FOOTPRINT OR AT THE REQUEST OF THE APPLICANT, THE ACTUAL NET OFFICE FLOOR AREA AS SHOWN ON FLOOR PLANS SUBMITTED BY THE APPLICANT, DELINEATING THE ACTUAL NET OFFICE FLOOR AREA, WHICH PLANS SHALL BE BINDING AS TO THE MAXIMUM NET FLOOR AREA USED. NET SF OF OFFICES ONLY: 2,396 sf 22396 =11.95 =12 00 TOTAL SPACES REQUIRED = 12 (INCLUDING 1 H/C) TOTAL SPACES PROVIDED = 12 (INCLUDING 1 H/C) INSTALL STEPPING STONES •JOD / HANDICAP PARKING AND ACCESS AISLE - SEE DETAIL 1/C-06 A T� INSTALL ADA COMPLIANT GRAVEL GRID 580.70 SF / PER DETAIL 2IC-06 EXISTING 1 STORY .00 HOUSE 1303 SF / FFE 527.91 'RESERVED OWNER PARKING SIGN \ A / EXISTING BRICK INSTALL BRICK PAVERS PATIO PER DETAIL3/C-06 R44 ^\� / AEMERG ACCESSIBLE AC PATH - / EMERGENCY ACCESS - DISTANCE - 87.00' INSTALL FLAGPOLE - \ INSTALL PVC ELECTRIC CONDUIT DUIT I 2' PVC CONDUIT \ � I \ � INSTALL STEEL EDGING ALONG � DRIVE AND PARKING P I KOI POND TO REMAINS 1 979 SF ....'-"..... IN -GROUND PROPANE TANK k� FFE 526.83 YARD INLET TO COLLECT 1pn "' (AT REAR OUTPUT FROM ROOF AND \ ENTRANCE) EXISTING STONE RETAINING WALL, TO REMAIN FOUNDATION DRAINS MAX HEIGHT: 3.01Yj OF STRUCTURE, 1pn AND LAIJDSCAPING- / 8' BRONZENZE NYLNYLOPLAST Y DROP -IN GRATE TO c _ 8' NYLOPLAST TEE / CRITICAL STEEP SLOPES T/ TOP: 526.05 INV. / OUT: 52 EXISTING EXISTING BIRD CAGE, TO REMAIN 45' ELBOW / �' BLDG IINSTALL 8' PVC STORM PIPE 45° ELBOW 1' PVC CONDUIT 3' PVC CONDUIT CRITICAL STEEP SLOPES GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. 2' PVC CONDUIT SHARED DRIVEWAY ACCESS EASEMENT (SEE SHEET C-03 A) INSTALL KNOX BOX CONTRACTORS TO COORDINATE WITH ONE ANOTHER OVERALL SITE PLAN J::f,_E: =20 GENERAL NOTES: / , C10 1. ALL RADII = 5' UNLESS NOTED OTHERWISE. W 2. ARCHITECTURAL BUILDING DIMENSIONS SUPERSEDE BUILDING DIMENSIONS AS W SHOWN ON THIS PLAN. � 3. PAVEMENT AT ALL ENTRANCES SHALL MATCH THE EXISTING CROSS SECTION OF � ROUTE 250. 4. THERE WILL BE NO CHANGE IN THE EXISTING POINT OF INGRESS TO, OR EGRESS FROM, THE SITE. pq 5. THE MAXIMUM IMPERVIOUS SURFACE AREA ONSITE IS 3100 SF(0.07 ACRES). W 6. PROPOSED SITE USE IS COMMERCIAL OFFICE ONLY. THERE WILL BE NO RETAIL USE, T4 EITHER GIFT, CRAFT, ANTIQUE SHOP, OR OTHERWISE. TOTAL ACREAGE OF PROPOSED USE = 0.06 ACRES W W Z TOTAL NUMBER OF EMPLOYEES = 4 0 Cn 7. NO SITE LIGHTING IS PROPOSED FOR PARKING AREAS. U 8. THERE ARE NO ADDITIONAL EASEMENTS PROPOSED FOR THE SITE. (� 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE F' ELIMINATED. x 10. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE PUBLIC NUISANCE U AND NOT OVER SIDEWALKS. `� d 11. ALL ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL CONFORM WITH ADA DESIGN STANDARDS FOR ACCESSIBILITY. CROSS SLOPES OF ACCESSIBLE PARKING SPACES AND ADJACENT ACCESS ISLES SHALL NOT EXCEED 1:48. ACCESS ISLES SHALL FIRM INFO: BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. Lineage Architects, P.C. 12. ORDINANCE 18-4.12.13(C): LOADING SPACE. THE LOW LEVEL OF ON -SITE STAFF AS WELL P.O. 991 98 Leea HHighighway AS THE INTENDED USE OF THE OFFICE AS A SPACE FOR MANAGING LOCAL ASSETS Verona, VA 24482 WILL NOT GENERATE THE SIZE OR QUANTITY OF DELIVERIES TO THE BUILDING SUCH THAT A LOADING SPACE WOULD BE NECESSARY. THESE FACTS IN COMBINATION WITH Phone: (540) 248-1621 THE OWNER'S INTENTION TO MAINTAIN THE HISTORIC CHARACTER OF THE SITE, LEAD Enn": info@lineagearch.com THE REQUEST THAT THE LOADING SPACE REQUIREMENT BE WAIVED VIA 18-4.12.13(F). I ENGMER NAME/SEAL: I _A.&A _ 13. MAINTAIN 8" CLEARANCE ABOVE FINAL GRADE FOR ALL NON -MASONRY MATERIALS. FIRE FIGHTING INFORMATION: 1. AVAILABLE FLOW AT HYDRANT NO. 12796 = 2796 GPM 2. NEEDED FIRE FLOW = 1500 GPM a. F = 1.5 WOOD FRAME b. A = 2842 SF c. C =1439 GPM =1500 GPM d. 0 = 0.85 (C-2 OFFICE) e. X = 0.12 f. P = 0.0 WEEKLY TRIP CALCULATIONS: NOTE: INTENDED SITE USE IS LOW VOLUME COMMERCIAL PER APPENDIX F OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD DESIGN MANUAL. IS Tavern Summary of Trip Generation Calculation For 4 Employees of General Office Building June 09, 2020 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 3.32 2.16 1.00 13 7-9 AM Peak Hour Enter 0.42 0.00 1.00 2 7-9 AM Peak Hour Exit 0.06 0.00 1.00 0 7-9 AM Peak Hour Total 0.48 0.71 1.00 2 4-6 PM Peak Hour Enter 0.08 0.00 1.00 0 4-6 PM Peak Hour Exit 0.38 0.00 1.00 2 4-6 PM Peak Hour Total 0.46 0.70 1.00 2 Saturday 2-Way Volume 0.54 0.80 1.00 2 Saturday Peak Hour Enter 0.05 0.00 1.00 0 Saturday Peak Hour Exit 0.04 0.00 1.00 0 Saturday Peak Hour Total 0.09 0.31 1.00 0 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS Summary of Trip Generation Calculation For 1.73 Th.Gr.Sq.Ft. of General Office Building June 17, 2020 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 11.01 6.13 1.00 19 7-9 AM Peak Hour Enter 1.36 0.00 1.00 2 7-9 AM Peak Hour Exit 0.19 0.00 1.00 0 7-9 AM Peak Hour Total 1.55 1.39 1.00 3 4-6 PM Peak Hour Enter 0.25 0.00 1.00 0 4-6 PM Peak Hour Exit 1.24 0.00 1.00 2 4-6 PM Peak Hour Total 1.49 1.37 1.00 3 Saturday 2-Way Volume 2.37 2.08 1.00 4 Saturday Peak Hour Enter 0.22 0.00 1.00 0 Saturday Peak Hour Exit 0.19 0.00 1.00 0 Saturday Peak Hour Total 0.41 0.68 1.00 1 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS AVERAGE DIRECTION OF TRIPS DIRECTIONAL FACTOR FOR US 250 FROM DICK WOODS RD. TO US 29 :.689 AVERAGE DAILY DRIVEWAY VOLUME: 19+13 = 32+2 = 16 DRIVEWAY VOLUME x DIRECTIONAL FACTOR: 16 x .689 = 11 EAST -BOUND DAILY TRIPS : 11 WEST -BOUND DAILY TRIPS: 5 LTH OF� U JONATHAN F. GARBER v No. 038568 �11 /10/21 1 �SjONAL F'�� ARCHITECT NAME/SEAL: W .a .a UU a O U t` 6 COMMENTS 11/5/2021 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 NO. REVISIONASSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: OVERALL SITE PLAN DRAWING NUMBER: C-04 PLANTED COVER AND HARDSCAPING IN THE STREAM BUFFER: 1. EXISTING SHRUB COUNT: 2. PROPOSED SHRUB COUNT: 3. EXISTING PLANTED COVER: 4. PROPOSED PLANTED COVER: 5. EXISTING HARDSCAPE AREA: 6. PROPOSED HARDSCAPE AREA: n ARBORVITAE HEDGE \\\Ii, + 8 SMOOTH WITHEROD \`\Ij,+%I\\\ DOGWOOD 3 REDCEDAR \� Ili/+%I\�\ \\I + I\�` DOGWOOD \\I /+/ftI \\ C 3 SWEETSHRUB+ 1 HOLLY +'/I\�`� 2 BOTTLEBRUSH BUCKEYE \ \\\I/ +'�I\�\ 3 BAYBERRY DOGWOOD 18 23 1,265 SF 2,792 SF 2,034 SF 1,648 SF 8" Ev. MAGNOLIA 4 BAYBERRY I \\\ 3 \\\ + I 1 BOTTLEBRUSH BUCKEYE \I +�_I\\\ 3 PRAGUE VIBURNUM 1 SHUMARD OAK \\\\\ + +'r—L I \ +'� I \\\ / + / L O DOD O� 51 / ST. JOHNSWORT------------, �( f a > / 3 SWEET SHRUB Dec. MAGNOLIA ADA COMPLIANT GRAVEL GRID EXISTING 1 STORY HOUSE 1303 SF FFE 527.91 6 OAKLEAF HYDRANGEA 8 PLUM YEW 1 WITCHHAZEL O \ +'/� I \\\ CRITICAL STEEP SLOPES \ \ t r I I i d / GRAVEL DRIVE -ST. JOHNSWORT AND PARKING 1 HOPHORNBEAM\ EXISTING 2 STORY HISTORIC TAVERN 1612 SF FFE 526.94 JOHNSWORT 2 STORY ADDITION 979 SF FIFE 526.83 (AT REAR 34' TULIP POPLAR FLAGPOLE DOGWOOD \ 5 SPICEBUSH lT 991LLOW OAK 2 FRINGETREE I i i 3BAYBERRY 3 SWEETSHRUB ST. JOHNSWORT 4 BOXWOOD GRASS 1 STORY ADDITION 285 SF U 526.60 AND LANDSCAPING - DESIGN BY OTHER i 1 3 SWEETBAY 1 YELLOWWOOD ST. JOHNSWORT 2 CRAPE MYRTLE 4 ACUBA \ 1\ EXISTING 1 STORY BLDG 230 SF FIFE: 525.87 (REAR County of Albemarle Conservation Plan Ch.kliat - To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ❑ Trees to be saved; ❑ Limo of¢leading(outsidedriplineoftecesto be saved); ❑ Lo atumandtypeofprotectivefrncing; ❑ Grade chunges requiring tree wells orwells; ❑ Proposed trenching or tunneling beyond the limits ofelearing. 2. Marlines: ❑ All trees b be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin unfit the one marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ❑ Tree, preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Sturvee: ❑ Heavy equipment, vehicular traffic and storage ofeanatruction materials including soil shall not be permitted within the driplines oftrees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved. 6. Fires: ❑ Fires arenotpemritred within 100 feetofthedriptineofteces lobe saved. 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet ofthe dripline oftrees to be saved. & Protective Fencing: ❑ Trees W be retained within 40 feet ofaproposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree wells: ❑ When the ground level mestbe raised within the dripline ale are, to be saved, atree well shall be provided and a construction detail submitted for approval. 10. Tree walls: ❑ When the ground level must be lowered within the dripline a mew be saved, a tree wall shallbe provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the monks of trees an possible. Turmeling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching m will destroy feeder ots. 12. Cleanu P, ❑ Prmectivefencing shadlbethelaztitemsremoveddunngthefmalcleanup. 13. Damaged Trees: ❑ Demagedacessha8be MMdimmedietelybyphwivg,fcr ilimtionorothe.mthodsrecomm.dedbyaaeespecialist NOTE: IT IS TID: DEVELOPER'S RESPONSIBILITY TO CONFER WTrH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. \ / / SST. JOHNSWORT / / 1 STEWARTIA 3 BLACKHAW SWEETBOX \ + WINTER JASMINE / i 4RHODODENDRON 20 + 6 VIBURNUM DOGWOOD 1 HOLLY LANDSCAPING PLAN SCALE: 1 "=10' GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. PLANTING SCHEDULE Botanical Name Common Name oty. Size Root O.C. LARGE TREES Cladrastis kentuckea Yellowwood 1 2-2.5" cal B&B Ilex opaca American Holly 2 8-10' ht B&B VIF Juniperus virginiana Eastern Redeedar 3 6-8' ht B&B VIF Magnolia virginiana Sweetbay Magnolia 3 6-8' ht B&B VIF Ostrya virginiana Hophornbeam 1 2-2.5" cal B&B Quercus shumardll Shumard Oak 1 2-2.5" cal B&B SMALL TREES Chionanthus virginicus Fringetree 2 4-6' ht B&B VIF Lagerstoremia indica Natchez' Natchez Crapemyrtle 2 8-10' ht B&B Stewartia monodelpha Tall Stewartia 1 8-10' ht B&B Viburnum prunifolium Blackhaw Viburnum 3 6-8' ht B&B SHRUBS Aesculus parviflora Bottlebrush Buckeye 3 5 gal Cont VIF Aucuba japonica 'Emily Rose' Emily Rose Aucuba 4 3 gal Cont VIF Buxus sempervirens'Suffruticosa' English Boxwood 4 36" ht/spr B&B VIF Calycanthus floridus Aphrodite' Aphrodite Sweetshrub 9 34' ht Cont VIF Cephelotaxus harringtonia Duke Gardens' Duke Gardens Plum Yew 8 3 gal Cont VIF Hamemelis intermedia Arnold Promise' Arnold Promise Witchhazel 1 54 ht Cont Hydrangea quercifolia 'Sike's Dwarf Sike's Dwarf Oakleaf Hydrangea 6 5 gal Cont I VIF Lindera benzoin Spicebush 5 3 gal Cont VIF Myrica pensylvanica Northern Bayberry 10 5 gal Cont VIF Jasminum nudiflorum Winter Jasmine 584 sf 3 gal Cont VIF Rhododendron chinoides Chinoides Rhododendron 4 5 gal Cont VIF Viburnum nudum 'Winterthur' Winterthur Smooth Witherod 8 44 ht Cont VIF Viburnum pragense Prague Viburnum 9 54 ht Cont VIF GROUND COVER, PERENIALS, VINES, GRASS Hypericum calycinum St. John's Wort 1550 sf 1 gal Cont 18" oc Sarcococca humilis Sweetbox 115 sf 1 gal Cont 24" oc 4x4 PT POST CLAD IN 1x CEDAR ABOVE GRADE x4 CEDAR LATTICE, " SPACING, HORIZONTALS "0 OUTSIDE IOTTOM RAIL TO BE SET 3" MINIMUM ABOVE GRADE GRADE 44 PT POST SET IN CONCRETE LATTICE SCREEN ELEVATION SCALE: 1 /2" = V-0" C-04 NOTES: 1. SIDE PANEL TO DISMOUNT OR BE SET ON HINGES TO ALLOW FOR MAINTENANCE. 2. LATTICE SCREEN TO BE STAINED PER OWNER'S SPECIFICATION. CHAMFER 4 SIDES OF POST TOP AT 30 " 26 CEDAR TOP RAIL PEAK TOP 1/2" 4x4 PT POST CLAD IN 1x CEDAR ABOVE GRADE 1" CEDAR LATTICE, 2" SPACING, HORIZONTALS TO OUTSIDE 24 CEDAR FRAME GRADE 4x4 PT POST SET IN CONCRETE LATTICE SCREEN SECTION SCALE: 1 /2" = 1'-0" C-04 TREE CANOPY SITE AREA: 85,537 SF 10%REQUIRED CANOPY: 8,553.70 SF 51%EXISTING CANOPY: 43,834 SF PARKING LOT LANDSCAPING PARKING LOT AREA: 6,328.50 SF 5%REQUIRED LANDSCAPING: 316.425 SF 29%PROVIDED LANDSCAPING: 2,281 SF \I PLANT HEALTH NOTE ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND SHALL BE MAINTAINED AT, MATURE HEIGHT. 80 THE TOPPING OF TREES IS PROHIBITED. TREES AND SHRUBS SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: ARCHITECT NAME/SEAL: a F—� 0 H �0-4 0 P [� w U 6 COMMENTS 11/5/2021 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 NO. REVISIONASSUE DATE JOB NUMEER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: LANDSCAPING PLAN DRAWING NUMBER: C-04 A 1,000 GAL. TOP SEAM CONCRETE PUMP TANK, ORENCO MVP S1/2 DM, ZOELLER E191 - SEE DETAILED SEPTIC PLANS BY OTHER 1,000 GAL. TOP SEAM — CONCRETE SEPTIC TANK, 24" RISERS/LIDS,/ ZABEL A300 12x20-VC-BALL -SS i 4" SCH. 40 P/VCCCCLEEAANOOUU 2" SCHEDULE 40 PVC - FORCE MAIM J / J R J � I B ton SS a / CRITICAL STEEP SLOPES 1 PVC TO IT CLOSET FOR S / SEPTIC ALCMoil / ROUTE FORCE MAIN OUTSIDE OF CRITICAL SLOPES AREA MAINTAIN MINIMUM 24" COVER ALONG ENTIRE i LENGTH OF FORCE MAIN, SEE SANITARY PROFILE 2 SCHEDULE 40 PVC FORCE MAIN _ N J I J J 0 6 2" SCH. 40 PVC v MANIFOLD LATERAL, V131, TYP. 4 s SEE DETAILED SEPTIC PLANS, J T BY OTHER M m "C"-MINIMUM SPACING OF TRENCHES MOUND ABOVE GRADE TO fALLOW FOR SETTLEMENT I EARTH I83ACKFILL 7VDHPPROVED CRUSHED ROCK FILTER CLOTH EAN COARSE GRAVEL TO 3/4' NO FINES SCH 40 LPD PIPE TYPICAL SECTION al 780 SOFT OF DRAINFIELD REQUIRED ZONE 1 - 4 TRENCHES 65 FOOT LONG J NOTES: DIVERT SURFACE RUNOFF FROM ENTERING TRENCHES. L NO REDUCTION IN AREA FOR SUBSTITUTED SYSTEM ALLOWED n i y LDP TRENCH SECTION SCALE: NITS J VB2, TYP. 4 MOUND ABOVE GRADE TO ALLOW FOR SETTLEMENT �., NIMUM SPACING OF TRENCHES EARTH BACKFILL FILTER CLOTH 1 1 1/4" SCH 40 LPD PIPE 11 I I ^Ifh�� m A— EZ FLOW BUNDLES 4 YLBI-URAIEU YIHE 780 SQFT OF DRAINFIELD REQUIRED ZONE 1 — 4 TRENCHES 65 FOOT LONG NOTES: DIVERT SURFACE RUNOFF FROM ENTERING TRENCHES. NO REDUCTION IN AREA FOR SUBSTITUTED SYSTEM ALLOWED INSTALL ORAINFIELD PER PLANS LDP TRENCH SECTION (AL SCALE: NTS EXISTING SEPTIC TANK - TO BE ABANDONED IN PLACE AND GROUTED FULL —,.—.,—..—I\.s-.,� —.:—s.Is —:.—xF-- :.— Is —0 EXISTING SEPTIC $3 ., LINES AND TANKS TO BE ABANDONED APPROX. LOCATION EXI; SANITARY LINES - TO BE i0 / ABANDONED IN PLACE CRITICAL STEEP SLOPES GRAPHIC SCALE 10 20 40 Manifold / (24' deep) SEPTIC PLAN SCALE: 1 "=20' ( IN FEET ) 1 inch = 20 ft. Valve box 6' ROUNOVALVE BE] Lve box FINISH GRADE BRICK SUPPORT�� (THREE) I1I� 36 GRAVEL 3/16' holes @ 5' DC First hole @ 2.5' 52 holes per 1pd zone @ 6 o clock position 3 holes per lateral LDP LATERAL SECTION SCALE: NTS OFFICE PLAN VIEW USE SILICON ADHESIVE BETWEEN RISER JOINTS BRING TO 2" ABOGRADE WITH EZ SET POLYVE RISERS CONSEALCS-102 AND LID (ASTM C-9 OFFICE HIGH PRESSURE (ASTM 1227)(ASI SECTION VIEW LPD PUMP TANK S OOD PSI REII4FORCED CONCRETE SCREW DOWN RISERS WITH STAINLESS STEEL SCREWS /HIGH PRESSURE SEALS 1227) (ASTM 923) LPD PUMP TANK ZABEL A3DO-12x20 VC -BALL EFFLUENT FILTER EXTEND HANDLE TO NOTES: 1. SEPTIC TANK IS NEW 1,000 GALLON TOP SEAM CONCRETE TANK 2- INLET -PER VDH SEWAGE DISPOSAL and HANDLING REGS 3. OUTLET WITH EFFLUENT FILTER 4. TANKS PENETRATIONS MUST BE WATERPROOFED AND NOT LEAK- 5. 24" RISER ON INLEVOUTLET SIDE OF TANK. 6. TANK SHALL BE H2O RATED WITH H2O CAST IRON RISER IF LOCATED IN TRAFFIC AREA. 11000 GAL. TOP SEAM SEPTIC TANK , SCALE: NTS C-04 Strap all piping to tank with plastic straps and stainless steel anchors CONSEALCS-102 (ASTM C-990) SEPTIC TANK HIGH PRESSURE SEALS (ASTM IU7)(ASTM 923) �0 TRAFFIC RATED CLEAN OUT COVER 4" SCH 40 PVC CLEANOUT CAP GRASS ^ TRAFFIC SURFACE L f — — E"MIN • —I I I "- Q! I III T / z 3000 PSI CONCRETE / 4" SCH 40 PVC PIPE ~ rzl 4"X4"SCH 40 PVC WYE r • TRAFFIC AREA NON TRAFFIC AREA U SANITARY CLEANOUT SECTION SCALE: NTS C-04B GENERAL NOTES: FIRM INFO: 1. SEE APPROVED PLANS BY OLD DOMINION ENGINEERING DATED MARCH 23, 2021. Lineage Architects, P.C. 2. ALL PVC TO BE SCHEDULE 40 UNLESS NOTED OTHERWISE.. P.O. Box 991 3. NO FALL IN LDP TRENCHES. 98 Lee Highway 4. PLACE PRESSURE RELEASE VALVE AT ANY INTERMEDIATE HIGH POINTS IN FORCE Verona, VA 24482 MAIN. Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: LTH OF J JONATHAN F. GARBER a No. 038568 111 /10/21 ti Leave exna Flom and > Pump wiring curled in riser - - St CNAL 1000 Gallon Concrete Top Seam Tank 2" UNION, 2" BALL VALVE 21.64 gal/in (Hanover Mid Seam) Easy access to valves and unions \ Float heights will need to be adjusted ARCHITECT NAME/SEAL: if lank dimensions vary from 21.64 gal/in 24" Minimum Opening BRING TO 2- ABOVE GRADE SCREW DOWN RISERS WITH WITH EZ SET POLY RISERS STAINLESS STEEL SCREWS AND LID \ / / HIGH PRESSURE SEALS (AS/TM 1227) (ASTM 923) 2"snh 40 Pvc Waterproof — LPD Imntiml H. DRAINFIELD seal conduit with non hardening sealer High level alarm float 39" Non -conceive lift rope Check Valve Pllh1P On 30" 3/16 vent hole \\\\1 PVC Floral Tree PUMPOFF 23" Redundant Off/ "^ Low Level Alarm 19" 1000 Gallon Mid Seam Concrete Tank Zoeller E191 Effluent Pump 45 gpm Orenco MVP Sl/2 DM NOTES: 1. PUMP TANK IS TOP SEAM 1000 GALLON CONCRETE TANK 2. INLET-4` SCH 40 PVC TEE 3. TANKS PENETRATIONS MUST BE WATERPROOFED AND NOT LEAK 4. 24" POLY RISER ON OUTLET SIDE OF TANK. 5. STRAP ALL PIPING TO TANK WITH PLASTIC STRAPS AND STAINLESS STEEL ANCHORS 6. FLOAT HEIGHTS WILL NEED TO BE ADJUSTED IF TANK DIMENSIONS VARY FROM 21.64 GALLONS PER INCH 7. EASY ACCESS TO VALVES AND UNIONS LDP DOSING PUMP TANK SECTION SCALL: 1 First 3/16" hole is 2.5' from soon of trench Stan of Trench —� Manifold is 24" deep see site plan for manifold size Valve box 1 MANIFOLD TO TRENCH SCALE: NITS 1.25" SCH40 PVC BALL VALVE for restricting flow TRIM AROUND PIPE VALVE BOX 1 SCALE: NTS 6" Round Valve Box i" SCH 40 PVC _XTENSION SEPTIC TANK 24-brin)Rull PVC LED DRAINFIELD on 1000 GALLON MID SEAM CONCRETE TANK LDP DOSING PUMP TANK PLAN SCALE: NTS 1 1/4' SCH 40 PVC SLID to Female Threaded 1 1/4' SCH 40 PVC Threaded Cap L 1/4' V Elbow VALVE BOX 2 10 SCALE: NTS C-04B a a 5 U on U �( 5 F- l w � y F U 6 COMMENTS 11/5/2021 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 NO. REVISIONASSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: SEPTIC PLAN AND DETAILS DRAWING NUMBER: C-04 B LEGEND SYMBOL CALLOUT LUMINAIRE TEMP. OUTPUT QTY. 2700 KELVIN 980 LUMENS li A AUTHENTIC DESIGN - COLONIAL ASHLEY HOUSE WALL MOUNT T B 2700 KELVIN 980 LUMENS F DEEP LANDING WORKSHOP - L1316B SCONCE C 2700 KELVIN 490 LUMENS VAUGHAN-KINGSTON WALL LANTERN T i D ANN MORRIS- MORRIS LIGHT 2700 KELVIN 980 LUMENS T E AURORA LIGHT - QUADRANT -3W 3000 KELVIN 210 LUMENS 31 T F HYDREL-ASPEN LED -30` 2700 KELVIN 580 LUMENS =,I LIGHTING CUT SHEETS r O AUTHENTIC DESIGNS The BUIE Rudd We,, IbWrN, \'emwna 05776 Colonial Ashley House Coach'i Mount Lantern - FA SM-LTAS&W BULB SPECS: 260 Weft Mexisnum El2BWbs 2700 Kelvin FIMSH: LahmW Tape GLASS: swammFeae UL LISTED FOR OUTDOOR USE VAUGHAN Kingsi Wall Imtem - FC All Nnbhe2 Brans WQ131RZVX Z'nic WA0131 ZLU% Bulb SIsecEcathen But Base E12Candelabra Base Max Wattage 4M Bulb Suppled No Vaughan Recommends LED2700005001m For a brighter light, a bulb al a higher lumen output can be used. Farther lMormation Sudable kr outdoor use. WA0131 UEK venwn 0 V� us LISTED vlease rote: -These noresarekrguidanceDnly. 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SCALE: 1"=20' col The LI'l is a classic design re engineered and agnNacWretl to a quality and perfirmance standard never berme available Featuring a hi duty ammtenuamass sem ingeniously oonpled to the robust dil burns hood add no mNble hardware. Available in two distributions and wattages. Feaum lndUde: 3 Was Single LED or 7 Was Torts LED g P 11 PM • Crta XRL®HlgM1 nedGgNnairy En (CFI BG tyyJ Te0K(W 8e0CRItor and LED Module • ThermallyIrM ratetl®antl Field Servi¢able LED M1Muk e • uvlmerel Ddeer Dimmable rp - cpmparhlewnzvhdUC Gmd XLvnanamr,nere • sous capper and Dress canavurnan RE Cl-rA LIfiRT P19TRILPT..R CRO.CE. m sre ECKNOLOGY. ®. nvnieu ane p­lourvarCREE' in re ri sayDen ra w aan tam .rlasl �"m'a"'rea+.an i.re.uss. 1R&m BLL NL%T IROL IOR OROLRIXO IXIORMRTIOX GwNmrbMPG ITEa AXE 9np1•�RrE9„ Wr Wro EJMILGIES®aVnO0.WGXiGON aUaO eau -.GOON D. U, X. Pn. wN N . .® RM.. l D. auroraTght ITY C^PE^ Zothelk+waeage ens Pee oPtwna ma LPLesow ens LPL7-so PorotM1er wattage enaaln Wti°ns see HPL SeHu 0RDIll Ill GUIDE: yLEUI auantH UGHna a rat eotealnral LIL 7-ao_7.a7-268-NA 1 LPv-sG Oe•�"r,aa Read .--xoan✓ r�~1Mrounat p% MENCwmebµn naNo. Iee,Iny.aJ Put m>34%eas Dew Gawaw.Tcw a,w IaNwaeN. Pwaq Oawam...atu cn Pm aaoewas Mee Wass•N PGUE'Le lar/aWeLamn ,o I.GawTleeu.d � neannAq.. Pewumrea.._ wmmu�mrrsaWwu/ M.aaetaoauaeu.t Iralr.ea wn Pemwe =F.2r.cm,cl,•, Pam a. eww.NerN CAR- CA�.a PHGNES779421179 . ,. ,.� �ae®mew a.m w w ACROR,.M. R—teALIGHTDCra al pL na �,. HYDREL seeled you — ME ASPEN LED 12V/120V LED MHLRi 1 • Accentlighoaresaobleforavarieryolmouning epplicaliona in,ludng Gual well, tree, sign end .,shit«ar.1—ands 5 • suib4leMwnlcutions • Inbgraldr'wrfortTUJ .D'mmablewimlowvolugemagnamdimmer ❑ • Ldera dw.e lock • Available n 8ol andttCRI 1GXm daral DEENSIONS LUMEN PINCIRIGES a a o STANDARD MSTRIBUBON 11 or Am 00 LIGHTING NOTES: 1. ALL LIGHTING SHALL: a. BE EQUIPED WITH AUTOMATIC TIMING DEVICES AND SHALL BE EXTINGUISHED BETWEEN THE HOURS OF 11:00 P.M. AND DAWN. b. BE SHIELDED AND FOCUSED TO ELIMINATE GLARE. GLARE CONTROL SHALL BE ACHIEVED PRIMARILY THROUGH THE USE OF SUCH MEANS AS CUTOFF FIXTURES, SHIELDS AND BAFFLES, AND APPROPRIATE APPLICATION OF MOUNTING HEIGHT, WATTAGE, AIMING ANGLE, FIXTURE PLACEMENT, ETC. c. BE CUTOFF LUMINAIRES, AIMED SO AS NOT TO PROJECT THEIR OUTPUT BEYOND THE OBJECTS INTENDED TO BE ILLUMINATED; OR NON -CUTOFF LUMINAIRES, EQUIPPED WITH GLARE SHIELDS, VISORS, BARN DOORS, AND/OR OTHER SIMILAR SHIELDING ACCESSORIES AS REQUIRED TO MEET THE FOLLOWING CRITERIA: LIGHT DISTRIBUTION FROM ALL LIGHTING INSTALLATIONS SHALL BE CUT-OFF AT ALL ANGLES BEYOND THOSE REQUIRED TO RESTRICT DIRECT ILLUMINATION TO WITHIN THE PERIMETER OF THE LANDSCAPE FEATURE BEING ILLUMINATED. d. NEVER EXCEED 3,000 LUMENS. FURTHER RESTRICTIONS ON LUMENS MAY BE IMPOSED BY THE ARB. e. NOT BE MODIFIED TO REFLECT SEASONAL COLORS. f. BE OF A NUMBER THAT IS COMPATIBLE WITH THE SCALE OF THE OBJECT AND THE DEVELOPMENT TO BE ILLUMINATED, SUCH THAT THE LIGHT EMITTED WILL NOT OVER -ILLUMINATE OR OVERPOWER THE SITE, AS DETERMINED BY THE ARB. 2. 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 FOOT-CANDLE. 3. PHOTOMETRIC MODEL PREDICTS 0.0 fc AT PROPERTY BOUNDARIES. 4. NO TALL POLE MOUNTED LIGHTING IS PROPOSED FOR THIS PROJECT. HYDREL ASPEN LED I' PERFORMANCE DATA IMENON :..a-wiw...a,-,.a..a..�a...la,r...�..r...o an do 17 E. a rasa .. 11 x r 1 u w r. a mris MMOMMICMAGRAMS FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: 1,TH pF'Ill U JONAPHAN F. GARBER v No. 038568 �11 /10/217 ti ,,`'rpNAL E ARCHITECT NAME/SEAL: a I� w o w� U J r w > F U ti Ems' 7 EQ� 6 COMMENTS 11/5/2021 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 NO. REVISIONASSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: SITE LIGHTING PLAN DRAWING NUMBER: C-04 C EL IN `oI STR# 7 2' SCH. 40 PVC FORCE MAIN STR# 2 2' SCH. 40 FORCE SCALES: T=3'VER 09+75 10 00 11+00 12-00 13+y10ZT= 570 555 550 555 550 545 540 535 MAINTAIN MINIMUM 24" COVER C-30530 EXISTING GRADE 525 520 09+75 10+00 11+00 12+00 13+00 13+25 565 5 550 545 54c 535 53C 525 570 520 GRAPHIC SCALE 30 0 0 30 50 20FORCE MAIN PROFILE SCALE: 1"=30' IN FEET1 inch — 30 ft. FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540) 248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: '440LTH p NJONATHAN F. GARBER9 No. 038568 111 /10/21 "�SIpNAL ARCHITECT NAME/SEAL: 0 > 6 COMMENTS 11/5/2021 5 MINORAMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 NO. REVISIONASSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: SANITARY FORCE MAIN PROFILE DRAWING NUMBER: C-04 D EXISTING 1 STORY � I' / HOUSE I 0 1303 SF FFE 527.91 0 - 526.5! / 1 / I � I I / I II 1 = I I O � 1 I 1 T I , I J / / J \v. -6,36 0,0 \` CRITICAL STEEP SLOPES 64000 \ s / / J / /545pp 550.00 1 i z 20 i 2 GRAPHIC SCALE 0 20 40 ( IN FEET ) 1 inch = 20 ft. so 7 524 1 STORY ADDITION EXISTING 285 SF STORY BLDG z s26.60 / 230 SF FFE: 525.87 9 IVY ROAD US ROUTE 250 80.00' R.O.W. 523 f% ' a/% I / a 525.00 FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540) 248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: OF, U JONATHAN F. GARBER a No. 038568 �11 /10/21 1 SIONAL Elm AND LANDSCAPING -526.20'U r `-��`" :� ,\/_ ARCHITECT NAME/SEAL: DESIGN BY OTHER (SINGLE 57 \ RISER) 1E .�I ��~ • t525.56' +525.40' y�.7/52 `\ I 526.35' +82s.68' ��/ \\\//// �` \ 26 2543* 52 \ \ . CRITICAL STEEP SLOPES 'III{ 535 00 / II —d/ II GRADING/E&SC PLAN SCALE: 1 "=20' > a a H � t✓I• l 34 ^ � W O Pu I --I M v 6 COMMENTS 11/5/2021 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 NO. REVISIONASSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: GRADING/E&SC PLAN DRAWING NUMBER: C-05 PRECAST CONCRETE OR 4"#57 STONE SECURED wl GravelPave OR APPROVED EQUIVALENT CUT STONE CURB 4"HEAVY STONE BRICK PAVER 12" RDC, COMPACTED wl SHEEP'S FOOT ROLLER IN TWO EQUAL LIFTS 3 "' (80 MM) MIN THICKNESS 1" TO 1 2" (25 TO 40 MM) BEDDING SAND 0 GEROTEXTILE 12" (300 MM) WIDE, TURN UP AGAINST CURB COMP ACTED AGGREGATE BASE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ GEOTEXTILE AS REQUIRED TURN UP AT SIDES OF BASE NOTE:° THIS DETAIL SHALL NOT BE USED FOR EXISTING SOIL COMPACTED TO I a T ACCESSIBLE PARKING SPACES AND 95% STD PROCTOR DENSITY .4° a UTHE AISLE BETWEEN THEM. REMOVE INCOMPETENT SOIL _ O OoO O O oo un W � =IIIII a° Q II III Lc ° HEAVY DUTY GRAVEL DETAIL = 1 ° °a � SCALE: NTS C-06 ° a .. I I I I II I IIIIIIII I IIIIIIII I 5 ° i a COMPACTED SOIL SUBGRADE .■ I no no 1150mm (45.27") 575mm (22.63") 575mm (22.63") lele�le�le�l'elf'I��le�l��l�el��le�leel�lleele�leeleel'el�el��� r GREEI�DRIVEWAY GD GRAVEL 60-40 A GREEN ALTERNATIVE FOR PAVING AND LANDSCAPING WEB: greendriveway.com Email: info@greendriveway.com GRAVEL GRID DETAIL SCALE: NTS � COMPACTED AGGREGATE OR COMPACTED BEDDING NOTE: 1. EDGE RESTRAINT SHOULD BE MINIMUM 6 IN. (150 MM) WIDE FOR STREET APPLICATIONS. 2. EDGE RESTRAINT MAY BE EVEN WITH TOP OF BRICK PAVERS. 3. THICKNESS OF AGGREGATE BASE WILL VARY WITH SUBGRADE CONDITIONS AND CLIMATE. COLDER CLIMATES MAY REQUIRE THICKER BASES. PAVER SECTION SCALE: NTS STEEL EDGING GRAVEL DRIVE AND PARKING - APPROX. FLUSH WITH TOP OF EDGING GRADE NO MORE THAN 1/2" BELOW TOP OF EDGING TURF I I II III TAPERED STEEL STAKES TO UUUJJJ INTERIOR OF BED AREA NOTE: 1. STEEL EDGING TO BE 1/8"X4" (.120-.125" AVERAGE THICKNESS) OR EQUIVALENT. STEEL EDGING DETAIL SCALE: NTS STANDARD ALUMINUM SIGN ALUMINUM "VAN -ACCESSIBLE" SIGN 2"X2" STL. TUBE, EXTEND 2'-0" INTO CONC. FILLED PIPE 6" DIA. STD. STL. PIPE FILLED WITH CONCRETE #6 BARS EACH WAY THRU PIPE HANDICAP PARKING SIGN SCALE: NTS 8„ RESERVED PARKING O I PENALTY $100-500 FINE 1 FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: ��LTH Op-%ML U JONATHAN F. GARBER v No. 038568 �11 /10/214# `SIONAL Y ARCHITECT NAME/SEAL: w a w a x w Q F--1 o P a > F U o a o 6 COMMENTS 11/5/2021 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 NO. REVISIONASSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: CONSTRUCTION DETAILS DRAWING NUMBER: C-06 I 1 1 I I I I I 1 1 I 1 1 I 1 I ' I O 'O 00 N O' 526.55' 1�00 525.65' 526 NY NY \ i � I ; � I i � I I ; I ; ,; I I� y' 7 , 52.5' I 20; 525.909 (ms4010 I 527 � i I I y I I y HANDICAP SIGN MOUNTED ON POST, 525.& I DESIGN BY OTHER I 1 I 1 i/lJ 1 y n 1 1 i y 525.9 (TOP OF a sl DI 0 KIf)TPQ $00 8 00 5.50' 525.50' (TOP OF WALK) ADA COMPLIANT GRAVEL GRID BRICK PATHWAY WHEEL STOP, typ. 2 25.78' DESIGN BY OTHER 1. SLOPES IN PARKING SPACES SHALL NOT EXCEED 2%. 2. SLOPE OF WALKWAY SHALL NOT EXCEED 5%. 3. CROSS SLOPE OF WALKWAY SHALL NOT EXCEED 2%. 4. ALL SURFACE MATERIALS SHALL BE ADA COMPLIANT. HANDICAP PARKING LAYOUT SCALE: 1" 5' 0801 DI APPROX. DRAIN AREA =19.30 SO IN APPROX. WEIGHT=5.00 LES rzx:�1 � l+ 1.25 31 07.85 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DIMENSIONS ARE IN INCHES NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT GRATE HAD LIGHT DUTY RATING OR POSSESSION OF THIS PRINT DOES NOT CONFER, QUALITY: MATERIALS SHALL CONFORM TOASTM A536 GRADE 705D05 TMxsFER, oR ucSRSE THE USE OF THE DESIGN OR PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT TECHNICAL SHOWN HEREIN ION OF THIOR REPRODUCTION OFTIIS PRINT OR ANY INFORMARON SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILRY CONTAINED HEREIN, OR MANUFACTURE OF ANY ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS JUSTICE, 20 CFR PART Sri, IS FORBIDDEN, ExCEVT BY SPEEDED MITTEN PERMISSION FROM NYLOPIAST mo,zrvlwas NYLOPLAST 8" DROP -IN GRATE 3130VERONAAYE (1 �ct rl BUFORO GA GOSH RI PHX 70 BGDGW Nyl�� FAA 10 93}G<90 xwxylPlee4uecom 526.79' (TOP OF WALK) 9' (TOP OF WALK) 1 5 �- SEE DRAWING NO.7001-110-275 FOR ADS N-12 & HANCOR DUAL WALL BELL INFORMATION 02 - SEE DRAWING NO.7003-110-031 FOR WATER TIGHT SWAGE JOINT DETAIL 3- DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY 4. DIMENSIONS ARE IN INCHES NYLOPLAST 8 x 8 TEE INTERIOR VESTIBULE" THRESHOLD 5' LANDING FFE 526.83 FFE = 526.79 NOTE: 1. NO HANDRAILS REQUIRED. 2. ACTUAL CROSS SECTION DESIGN BY LANDSCAPE ARCHITECT. 3. MORTAR JOINTS ON AN ACCESSIBLE PATH MAY NOT EXCEED 4" DEPTH. ADA RAMP TO PATIO SECTION SCALE: NTS THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 3130 VERONA AVE BUFORD, GA 30518 N o 1 last PHN (770) 932.2443 FAX 770 932-2490 Y www.n to lasbus.com Y P 5.25' RAMP !LOPF — sz BRICK PATIO FFE 526.35 FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540) 248-3771 Fax: (540) 248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: I TH OF D V U JON�. GARBER 9 No. 038568 �11 /10/21 SIGNAL EON ARCHITECT NAME/SEAL: 'y^ W I� 0 w � H d O I —I � a O COMMENTS 11/5/2021 5 1 MINOR AMNDMNT 18/9/2021 4 PERMIT SET 12/30/20 3 CO. COMMENTS 12/10/20 (ram tiTi] � I � I d�Y K� E3LF.1I31)■ NO. REVISION/ISSUE I DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: HANDICAP PARKING LAYOUT & CONSTRUCTION DETAILS DRAWING NUMBER: C-06 A SCALE: NTS SCALE: NTS T g■ 51 INTERNATIONAL SOCIETY OF ARBORICULTURE DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL. WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE WRAPPING DETAIL. INTERNATIONAL SOCIETY OF ARBORICULTURE 1400 WEST ANTHONY DRIVE CHAMPAIGN, IL 61821 (217) 355-9411 (217) 355-9516 FAX EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE MARK THE NORTH SIDE OF THE TREE IN ROOT BALL. TREES WHERE THE THE NURSERY, AND ROTATE TREE TO TRUNK FLARE IS NOT VISIBLE FACE NORTH AT THE SITE WHEN EVER SHALL BE REJECTED. DO NOT POSSIBLE. COVER THE TOP OF THE ROOT BALL WITH SOIL. SET TOP OF ROOT BALL FLUSH TO MULCH RING 1800 MM (6 FT.) GRADE OR 25-50 MM (1-2 IN.) HIGHER IN DIAM. MIN. 2400 MM BFT. DIAM. 100 MM (4 IN.) HIGH EARTH SLOWLY DRAINING SOILS. PREFERRED SAUCER BEYOND EDGE OF ROOT BALL. 200 MM (8 IN.) I14 YIIII Iml71 •Y I, IIIIYYpI/YIIIIIIIF REMOVE ALL TWINE, ROPE AND 50 MM (2 IN.) MULCH. DO NO PLACE ; ; ; ; , , WIRE, AND BURLAP FROM TOP + MULCH IN CONTACT WITH TREE TRUNK. ;�' ,','+' HALF OF ROOT BALL MAINTAIN THE MULCH WEED -FREE FOR "+' +'+'+' '+'+ +++++' '+ ++++,',',','+'+'+''Y'l P A MINIMUM OF THREE YEARS AFTER IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE PLANTING. ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE. NOTE: FOR DIMENSIONS OF PLANTING PLACE ROOT BALL ON UNEXCAVATED AREAS, TYPES OF SOIL AMENDMENTS, OR TAMPED SOIL. OR SOIL REPLACEMENT, SEE "SOIL IMPROVEMENT DETAILS." TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. NOTES 1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL. TREE PLANTING DETAIL - B&B TREES IN ALL SOIL TYPE NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. TREE PLANTING DETAIL SCALE: NTS INTERNATIONAL SOCIETY OF ARBORICULTURE TWO -WALLED PLASTIC SHEETING OR TREE SHELTER MATERIAL APPLIED FROM TRUNK FLARE TO FIRST BRANCH BIO-DEGRADABLE PLASTIC TAPE APPLY THE PLASTIC SHEETING LOOSELY AROUND THE TRUNK TO LEAVE A 12 MM (0.5 IN.) GAP BETWEEN THE TRUNK AND THE SHEETING. OPTION 1 OPTION 2 INTERNATIONAL SOCIETY OF ARBORICULTURE 1400 WEST ANTHONY DRIVE CHAMPAIGN, IL 61821 (217) 355-9411 (217) 355-9516 FAX BREATHABLE FABRIC TREE WRAP APPLIED FROM TRUNK FLARE TO FIRST BRANCH. WRAP PAPER FROM THE BOTTOM UP WITH SUFFICIENT OVERLAP TO COVER ALL BARK. BIO-DEGRADABLE PLASTIC TAPE. TREE WRAP SHOULD BE INSTALLED AT TIME OF PLANTING AND BE REMOVED WHEN DIRECTED BY THE LANDSCAPE ARCHITECT, BUT NO LATER THAN 12 MONTHS AFTER PLANTING. TREES WHOSE NORTH ORIENTATION IS NOT CHANGED FROM THE NURSERY DO NOT NEED TO BE WRAPPED EXCEPT TREES WITH VERY THIN BARK, SUCH AS RED MAPLE, SHOULD BE WRAPPED IF APPROVED BY THE LANDSCAPE ARCHITECT. NOTES 1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL. QTREE WRAPPING DETAIL No. 145-002 INTERNATIONAL SOCIETY OF INTERNATIONAL SOCIETY OF ARBORICULTURE ARBORICULTURE 1400 WEST ANTHONY DRIVE CHAMPAIGN, IL 61821 (217) 355-9411 (217) 355-9516 FAX WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER -14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER -12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED 13 MM (0.5 IN.) DIAM. �J PLASTIC HOSE GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN. 240x40MM(1.5x1.51N.) E HARDWOOD STAKES OR OTHER `; APPROVED STAKE MATERIAL _ _ ii ALL STAKES SHALL BE DRIVEN OUTSIDE V THE EDGE OF THE ROOT BALL. lmotg�f ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST GROWING SEASON AFTER PLANTING. TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF. THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT. *TREES WITH POOR - QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE. *TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE. *PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL. CORRECT THE PLANTING PROCEDURE. *ROOT BALLS PLACED ON SOFT SOIL. TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING. *ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE. *TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE. NOTES 1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL. TREE STAKING DETAIL - TREES 75MM (3 IN.) CALIPER OR LESS TREE STAKING DETAIL SCALE: NTS DRIP LINE PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING y � � / M / MIN 5umtftid" M� WHERE DRIP LINE IS LESS THAN 5' CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES TREE PROTECTION DETAIL SCALE: NTS FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540) 248-3771 Fax: (540) 248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: �LTH pp v JONATHAN F. GARBER P No. 038568 �11 /10/21�# ti} �SjONAL Yl � ARCHITECT NAME/SEAL: w a a � H a o a U E~ 6 COMMENTS 11/5/2021 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 NO. REVISION/ISSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: LANDSCAPING DETAILS DRAWING NUMBER: TREE WRAPPING DETAIL SCALE: I -- TREE FENCING AND ARMORING DETAIL SCALE: NTS C-07