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HomeMy WebLinkAboutSDP202000062 Plan - Revision Minor Amendment 2020-12-11i VIRGINIA SDP202000062 MINOR AMENDMENT DS TAVERN ALBEMARLE COUNTY, VIRGINIA LINEAGE JOB #19066 I INDEX OF SHEETS VICINITY MAP zl I 5■ ■ 5. i 31I SETBACKS AND BUILDING DESCRIPTION SHEET N0. I (SCALE 1:2000) HEIGHT C-1 COMMERCIAL ZONING DISTRICT 7)2WQ20 ubemade c000ry, vn code or O,emaoeea Sec. 4.20-Setbacks and stepbacks in conventional commercial and industrial districts. Setbacks and stepbacks shall be provided as follows: a. Conventional commercial distrias. 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 lot, abutting a principal arterial highway or interstate Side and Rear -Minimum If the abutting lot is zoned residential, rural areas, or the Monticello Historic district: (i) no portion of any structure, excluding signs, shall be located closer than 50 feet from the district boundary, and III) 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 n 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 i �1 Figure 2 SITE 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: ' NLTH of NOTE: E&SC Narrative, Project Description, estimates'total disturbed area s , J TITLE SHEET C-01 associated with this project is approximately 0.19 acres with all treated by use of F. GARBER9 ssSSBGENERAL silt fence.' Related to LOD estimate: QJONATHAN °�°wb. NOTES C_02 a. 0.19 Ac. land disturbance = 8,276 sq.ft. EXISTING CONDITIONS C-03 DS Tavern is not part of a plan of common development c. Given 2.a./b., IDS Tavern Minor (Site Plan) Ammendment (MIA) is not AL EXISTING ZONING, SETBACKS, AND EASEMENTS C-03 A subject to ARCHITECT NAME/SEAL .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. otsubjhe d. Project is not subject to VSMP requirements, since LOD = 0.19 Ac. land cttoVdeSe requirements, OVERALL SITE PLAN ........................ C-04 disturbance ( see 17-302). LANDSCAPING PLAN (BY OTHERS) ......... C-04 A e. Since VESCP and VSMP requirements do not apply, neither do requirements at Ch. 17, Article VI, Stream Buffers. See code Sec. 17-600, SITE LIGHTING PLAN C-04 B lead paragraph (applicability). f. Albemarle is attentive to any increase in estimated area of land GRADING / E&SC PLAN C_05 disturbance. 10,000 sq.ft. threshold triggers VESCP and VSMP CONSTRUCTION DETAILS . . . . . . C-06 requirements, which in turn trigger stream buffer limits on development, and mitigation requirements. 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. Sec. 21.4-Height regulations. 1. TAX MAP : 059000000015A1 Except as otherwise provided in s'ey, 4ion 4.1004.10 structures may be erected to a height not to 2. DB REFERENCE: 5123/91 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 4.204.20. (4 20-21.4, 12-10-80; 9-9-92; Ol 6-3-15; Ord. 17-18(4), 8-9-17) DESIGNER: LINEAGE ARCHITECTS, P.C. ATTN: JON GARBER P.O. BOX 991 98 LEE HIGHWAY VERONA, VIRGINIA 24482 PHONE: (540) 248-3771 DEVELOPER: TO BE DETERMINED 3 CO. COMMENTS 12/10/20 2 COMMENTS 1 8/18/20 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 I I SITE SUBMITTAL 1 7/13/20 NO. I REVISIONASSUE I DATE APPROVAL DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT ------------------------ APPROVED BY: JFG -------------------------------------- DRAWING DESCRIPTION: TITLE SHEET DRAWING NUMBER: C-01 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 3 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 a 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 a CROSSES EXISTING WATER, GAS AND FIBER OPTIC LINES. y 3) THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION CALL MISS UTILITY. y 4) ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. y 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 i 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 y STRINGENT SHALL GOVERN. ALL UTILITIES TO BE DEDICATED TO THE ALBEMARLE y COUNTY MUNICIPAL WATER SYSTEM SHALL BE J I CONSTRUCTED AND TESTED TO CONFORM TO COMMONWEALTH OF VIRGINIA/ n I STATE BOARD OF HEALTH WATERWORKS AND/OR SEWERAGE REGULATIONS AND THE ALBEMARLE COUNTY DESIGN AND CONSTRUCTION STANDARDS MANUAL. a 6) DRAINAGE IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. yl 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. 3 9) ALL UNDERGROUND FACILITIES LOCATED WITHIN THE VDOT RIGHTS -OF -WAY y SHALL BE INSTALLED PRIOR TO THE PLACEMENT OF ANY PART OF THE PAVEMENT STRUCTURE. I 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 01 REFUSE DEBRIS DERIVED FROM ANY SOURCE T 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 y NLUS UK MINUS 2 HEKUEN I AGE NUIN I S OF UF' I IMUM I U FAUILI I A I E 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 1 92 LB/CU. FT. PER ASTM D-698 AND SHALL HAVE A PLASTICITY INDEX LESS THAN 17 n I 12) MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACK a FILL AROUND DRAINAGE STRUCTURES OR IN UTILITY TRENCHES OR ANY OTHER DEPRESSION REQUIRING FILL OR BACK -FILL SHALL BE COMPACTED TO 0 F MAXIMUM DENSITY A DETERMINED BY THE STANDARD PROCTOR TE T I 95/00 U S S SS f AS SET OUT IN ASTM STANDARD D-698. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE RESULTS ylOF 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 y I AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY a 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. y 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 3 (A) EMBANKMENTS FOR ROADS, STREETS, DAMS, ETC.: ONE TEST PER LIFT PER 10,000 SQUARE FEET OF LIFT. 3 (B) BACK -FILL AROUND STRUCTURES AND IN TRENCHES: ONE TEST PER LIFT PER 500 LINEAL FEET OF TRENCH. y 15) COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MADE IN CUT AND FILL AREA AT THE FOLLOWING MINIM M FREQUENCIES: S U T (A) SUB -GRADE: ONE TEST PER LANE PER 500 LINEAL FEET. s (B) STONE -BASE: ONE TEST PER LANE PER 6" COMPACTED LIFT y PFR 5ofl I INFAI FFFT i a (C) HOT ASPHALTIC CONCRETE: ONE TEST PER LANE PER LIFT y 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) COMBINATION UNDER -DRAINS TYPE CD-1 SHALL BE INSTALLED AT THE LOWER END ESMT. EASEMENT OF CUT SECTIONS. UNDER -DRAINS TYPE CD-2 SHALL BE INSTALLED AT THE LOW POINT EW EXISTING WATER OF ALL VERTICAL CURVES. EX. EXISTING F.E. FOUNDATION ELEVATION 19) STANDARD UD-1 AND UD-3 UNDER -DRAINS SHALL BE INSTALLED WHERE INDICATED ON F.E.S. FLARED END SECTION PLANS AND FURTHER WHERE DETERMINED NECESSARY IN THE FIELD BY VDOT INSPECTORS F.F.E. FINISHED FLOOR ELEVATION F.H. or F/HYD FIRE HYDRANT 20) UPON BRINGING THE STREET TO APPROXIMATE ELEVATION THE CONTRACTOR SHALL CAUSE SOIL F/L FIRE LINE SAMPLES FOR CBR DETERMINATION TO BE TAKEN AT A MAXIMUM INTERVAL OF 300 FEET F.W. TOP OF FOUNDATION WALL MEASURED ALONG THE STREET CENTERLINE. THE CBR OF EACH SAMPLE SHALL BE G.V. GATE VALVE DETERMINED AND THE AVERAGE CBR SHALL BE USED TO DETERMINE THE PAVEMENT HORIZ. HORIZONTAL STRUCTURE REQUIREMENTS. THE PAVEMENT MATERIALS AND THE AMOUNT THEREOF AS INV. INVERT SHOWN ON THE TYPICAL STREET SECTION MAY BE MODIFIED BY THE RESULTS OF THESE IRS IRON ROD SET TESTS IN ACCORDANCE WITH VDOT STANDARDS AND IF APPROVED BY THE VDOT ENGINEER. LAT. LATERAL A COPY OF ALL SOILS TEST RESULTS SHALL BE SUBMITTED TO THE SUPERVISING ENGINEER LT. LEFT PRIOR TO THE PLACING OF ANY BASE OR SUBBASE MATERIAL. M/H MANHOLE MIN. MINIMUM 21) INSPECTORS HAVE FULL AUTHORITY TO REJECT FILL OR BACKFILL MATERIALS, NE NORTH EAST REQUIRE UNDERCUTTING OR SUBGRADE STABILIZATION, REQUIRE PROVISIONS FOR SUB- NW NORTH WEST DRAINAGE, OR REQUIRE OTHER MEASURES WHICH AFFECT THE INTEGRITY OF ROAD AND P.C. POINT OF CURVE UTILITY CONSTRUCTION. FAILURE TO COMPLY WITH INSPECTOR'S DIRECTIVES SHALL BE P.I. POINT OF INTERSECTION CAUSE FOR NON ACCEPTANCE OF THE FACILITY. P.T. POINT OF TANGENTPVC POINT OF VERTICAL CURVE 22) TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE MANUAL PVI POINT OF VERTICAL INTERSECTION OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). PVT POINT OF VERTICAL TANGENTPVMT. PAVEMENT 23) A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE ISSUANCE OF THE LAND R R.D. RADIUS DISTURBING PERMIT. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE RT. ROOF DRAIN COUNTY ENGINEER. ALBEMARLE COUNTY PUBLIC UTILITIES INSPECTOR, REPRESENTING SAN. RIGHT WATER INTERESTS, SHALL ALSO ATTEND. ATTENDANCE SHALL BE COORDINATED THROUGH SEW. SSEW. SANITARY SEWER THE OFFICE OF THE COUNTY ENGINEER. or STD. SEWER STANDARD 24) ONLY PERSONNEL AUTHORIZED BY COUNTY SHALL OPERATE COUNTY WATER VALVES. STM. SEW. STORM SEWER SE SOUTH EAST 25) ALL DETAILS NOT SPECIFICALLY SHOWN ON THESE PLANS REMAIN PERTINENT AND SHALL BE SW S/W SOUTH WEST IN ACCORDANCE WITH CURRENT ISSUE OF DCSM. S.F. SIDEWALK SQUARE FEET 26) BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY STIR. STRUCTURE PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED T.B. T/C TOP OF BANK IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR ADDITIONAL TOP OF CURB T/P TOP OF GRAVEL PAVEMENT EXISTING PROPOSED ROADS ROAD CENTERLINE CURB TAPER SIDEWALKS Do CONCRETE PAVEMENT GRAVEL SURFACE BUILDINGS FENCE DECIDUOUS TREE CONIFEROUS TREE CONIFEROUS SHRUB St ST STORM WATER LINE PROPERTY LINE STORM SEWER 2900 - - 2906 - - INDEX CONTOUR - - 2898 - - - - - 2898 - - - INTERMEDIATE CONTOUR 2876.3 x 289366 SPOT ELEVATION LIMITS OF CLEARING AND/OR GRADING REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. TPD TRIPS PER DAY WATER SERVICE AND METER 27) ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT U/G UNDERGROUND - SANITARY SEWER LATERAL AND CLEANOUT VERT. OVER SIDEWALKS. VERTICAL W/L WATERLINE ss SS SANITARY SEWER LINE X-ING 28) ALL HANDICAP PARKING SPACES AND ACCESS ISLES SHALL COMPLY WITH ADA STANDARDS OF CROSSING ACCESSIBILITY. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE ohe ❑HE OVERHEAD ELECTRIC LINE SLOPE GREATER 1:48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. SEE SHEET C-05 FOR SPOT ELEVATIONS DETAILING CROSS SLOPES FOR ACCESSIBLE uge UGE UNDERGROUND ELECTRIC LINE PARKING SPACES AND ADJACENT ACCESS ISLES. SEE SHEET C-06 FOR DETAIL OF ACCESSIBLE SIGNAGE. oht ❑HT OVERHEAD TELECOM LINE ugt UGT UNDERGROUND TELECOM LINE w W WATER LINE VDOT General Notes VDOT General Notes (Continued) gas GAS GAS 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 P 1 9 P P (VDOT) 9 P 9 V17. The installation of an entrances and mailboxes within an dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. Y Y 9 Y 9 P tY P 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 govem. V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer in accordance with the Manual On Uniform Traffic V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safe and Health Administration OSHA and Virginia Occupational Safety & Health VOSH Rules and Regulations. PY P � P Safety (OSHA), 9 P Y ( ) 9 Control Devices. 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 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 an P P P P P Y submitted for approval and land use permit issued prior to any execution of work within the VDOT right of way. 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. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the 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 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. 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 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 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 and testing of the density control strip. of the developer. 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 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 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 VDOT prior to initiation of work. otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. 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 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 type and inspection. condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB4 Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOT maintained Interstate or Primary roadway to provide notification of the installation and removal of the work zone. be determined by the engineer and approved by VDOT. V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties 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 affected by this project shall be maintained through construction. be given by VDOT after grading is mostly complete. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V24. Approval of these plans shall expire five (5) years from the date of the approval letter. V11. All water and sewer lines within existing or 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. V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified 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 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 that vicinity until an adequate design can be determined by the engineer and approved by VDOT. 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 bedding V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement of fill. A VDOT representative shall be present to insure the soil sample(s) obtained for CBR's is 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 determined by the 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 engineer and approved by VDOT. accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfll in utility/storm sewer trenches shall be compacted in accordance with the lift thicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans as storm sewer pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation 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: S,TH Val C)JONATHAN F. GARBER 9 No. 038568 S12/10/2040 ti VISIOlVAL F� ARCHITECT NAME/SEAL: 0 W ¢ x U ry F 0 � W - F 0 z z - Q � z Cc" M U w 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 1 SITE SUBMITTAL 7/13/20 NO, REVISION/ISSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: GENERAL NOTES DRAWING NUMBER: C-02 r / a \ 34" TULIP POPLAR � as IVY ROAD US ROUTE 250 p I CRAPE MYRTLE \ o _ 80.00 R.O.W. usz £s rolo DOGWOODx3 �� O� �T��' \ !i\ ARBORVITAE SCREEN \\ f up . -- + % "" 3 / — lF e ° + + F T `TIR +l&1 APPROX. LOCATION _ *CpQ/ --- 'St;004� � 8" EVERGREEN MAGNOLIA j + Ip' + / SEPTIC LINE P. 3 TM 59-16A SEPTIC LED r \ ------------ IVY HILL GARDENS LLC DEMOLISH AND REMOVE Imo' IT\`� �1 CLEANOUTc MIXED DECIDUOUS BED . 14" WILLOW OAK \ °j Ill o`I� .1 ++}DEMOLISHANDREMOVE DB 5002/71 +~&1 • DECIDUOUS MAGNOLIA wMI C RURAL AREA \p1'� DEMOLISH AND \« ;/;"; o DEMOLISH AND REMOVE REMOVE BIRCH + % /' "\\, MULTI -FAMILY RESIDENTIAL o l �� POWER POLE /j��I$r,�i-\�1� DEMOLISH AND REMOVE Y y= + . � .�'., � � + } `+ &' DOGWOOD x3 2 P L DEMOLISH AND REMOVE + 2 +, y` -� DEMOLISH AND REMOVE CONCRETE PATH / / i + �S f2 + ` ) J v FENCE x2 y + &IT`: ' \ / ✓ �/ DEMOLISH AND REMOVE rr\ YYY P++ n. 1� \ //�� f +\ f OVERHEAD ELECTRIC LINE r 2 t. I j' r DECIDUOUS MAGNOLIA �\ \ faT`` DEMOLISH AND REMOVE WOOD PATH EDGE +�� +`. / \ GRAVEL DRIVEWAY —`''� �✓-= : '�.,� m\I{J + I�`� ONE STORY HOUSE 3846.58 SF DEMOLISH AND REMOVE' `DTI.+/I��� •/• DOOR 527.91' `�, / \ \ ROSE OF SHARDN ARBORVITAE SCREEN \11R�+ SIT 1303SF \ DOGWOOD (' w'/ //1/ DEMOLISH AN DREMOVE / � HEMLOCK ROW \. I j&I `'\ V /' / \ \ BRICK PATH — +� V / / \ `. DEMOLISH AND REMOVE DEMOLISH AND REMOVE �/ REDCEDAR FLAG POLE 5`K I\\\ /. + PATIO .Q/ ', 2 STORY HISTORIC TAVERN r/i T I Ji+ I\ PL/ ', ROOFTOP 551.T '' / \// \`TI+\g71` BRICK RETAINING WALL �/ 1612SF aFCK �R/ \ I. 11\,� n MAX HEIGHT: 2.00' p/ P ✓e 5jja BENCHMARK \DTI + I\\ POND ,\ 11 , / \ ORCy •/1, +�' ea AXLE _ + 10 • . • • • • • • ` I, '�, 1 STORY BLDG - . �, �, N ELEVATION %iJIIT�� .8' �` DEMOLISH AND DEMOLISH AND REMOVE 153aso' %, DEMOLISH AND REMOVE / �/ ROOFTOP5DOOR 52542.9' REMOVE DOGWOOD DOGWOOD . . . . . . EXISTING PATIO L i �'� 230 SF}'`` ;' + DEMOLISH AND REMOVE EXISTING PORCH / 1 STORY HOUSE / / P$,' PER ARCHITECTURAL PLANS FF 526.94' L / RIDGELINE 538.25' WOODED SLOPE / / T T 1724 SF \ piE + a MIX OF DECIDUOUS BiROCgGe / / e' l\ �/ Gie`/ ! ; ; + AND EVERGREEN /, 35, pp / STONE RETAINING WALL' / LSTEEP SLOPES MAX HEIGHT:3.00'\ i / /. UTILITY POLE E /�.. �` DEMOLISH AND REMOVE EXISTING HOUSE o Z- / • PER ARCHITECTURAL PLANS UTILITY POLE ,. ; . ...../ 0 p 55 0 I ' �.,. <, BLACK WALNUT \ II ° \ II BLACK WALNUT x3 .............. ................. ° . . . . . . . . . . . . . . . . . • • • • • • • • • • • • • • • • • \ l ` CRITICAL STEEP SLOPES, / Ila .......... . . . . . . . . . . V 1/ 3 ............ ° TM 59-15A / IIIi r II C I I IVY ROAD RE, LLC ``.\.'`, I'll DB 5123/91 / .. ..'' !'I I;, '' 'I' ' I ! + RURAL AREA / C1 COMMERCIAL 4x ;�! . . `,..1.1I li I I. Inst 201800013717 °� ��.,.,' ' ' ' ' ;' •• ' + C,�/. . . , '. . JAPANESE MAPLE x2 FEMA Flood Zone X 51003CO265D 2/4/05 �I Samuel Miller Magisterial District ______ WOODED SLOPE z BLDG GPAI ° /e" o / I•I',•' ,` ', MIX OF DECIDUOUS AND EVERGREEN 1 sp 1 a % o° III °'14'7'J7� /X° ��1 06'Oi"w8948; `,` .II ,,• �,,1 '� '� '�1 1 ati / :, 1'L� it535,00 TM 59-15B �/ ;, N87 08'33'W86.82' HALLAM ROTH DB 4263/729 GRAPHIC SCALE RURAL AREA 20 0 10 20 40 SINGLE FAMILY RESIDENTIAL / ( IN FEET ) 1 inch = 20 ft. TM 59-15 80 JERRY D BENINATE DB 1654/396 RURALAREA RESIDENTIAL -MOBILE HOME TM 59-15AI'`` CRAPEMYRTLE x3 IA IN/ ram^ A M M GENERAL NOTES: 1. CURRENT FIELD SURVEY RECORDED BY LINEAGE ARCHITECTS, PC ON OCTOBER 28, 2019. \ 2. TOPOGRAPHY SHOT IN FIELD BY LINEAGE ARCHITECTS, PC (SEE NOTE 1). \ 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 ARE ASSUMED ELEVATIONS BASED ON CURRENT x FIELD SURVEY BY LINEAGE ARCHITECTS, PC (SEE NOTE 1). \ 7. ALL PLANT MATERIAL IS UNDER 6" CALIPER UNLESS OTHERWISE NOTED. 8. ALL TREES NOT EXPLICITLY SHOWN FOR DEMOLITION SHALL BE yq \ PRESERVED. EASEMENTS OF RECORD: \ (EASEMENTS AS KNOWN OR DISCLOSED, NO TITLE REPORT FURNISHED, 525.00 \ \ 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. y -NOT PLOTTED UTILITY POLE \ \ DB 316/562 POLE LINE EASEMENT PERPENDICULAR TO RT. 250, NO WIDTH GIVEN. -NOT PLOTTED 20" WILLOW OAK . . . . . . . . \ ELECTRIC EASEMENT RESERVATIONS: ' . . . . . . . \ ........ DB 263/230 RESERVATION FOR AN EASEMENT FOR POWERLINE CROSSING \ \ ' ' ' ' ' \ PROPERTY. NO WIDTH GIVEN. LOCATION NOT SPECIFIED, NOT \. PLOTTABLE. ' ' ' ' ' ' ' ' ' DB 263/440 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 \ . T?otiF. • CONSTRUCTED. NO LOCATION SPECIFIED. NOT PLOTTED. DB 338/424 POLE LINE EASEMENT, 20' IN WIDTH CENTERED ON WIRES AS ,h I \ • • ... CONSTRUCTED. NO LOCATION SPECIFIED. NOT PLOTTED. WATERLINE EASEMENT: ;HMARK • . • . • • . • . • . DB 357/219 RIGHTS TO A WELL AND WATERLINE, IN EXCHANGE FOR A IN PIN JATION RELEASE TO RIGHTS TO A SPRING. 23.31' 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. 511 510 9GHT UNE PT3S�� 5]6 S LINEATgS'{,p� GPPLE OF N.SryaD 5J2 EY55 Rd10 S2B 524 5A iT DISTANCE PROFILE AT IVY ROAD 1 "= 20' EXISTING CONDITIONS AND DEMOLITION PLAN SCALE: 1 "=20' FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: �4 p LTH OF P U JONATHAN F. GARBER 9 No. 038568 S12/10/20� SIONAL E��� ARCHITECT NAME/SEAL: a 5 FBI F �l WO TT11�� Fri Q H VL ? Vl a Q a M e w 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 1 SITE SUBMITTAL 7/13/20 NO. REVISIONASSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: Jf G DRAWING DESCRIPTION: EXISTING CONDITIONS AND DEMOLITION PLAN DRAWING NUMBER: C-03 40 3■ FRIGHT -OF -WAY DB 263/440 - I- ,�II Ii��ill ti� o� - IVY ROAD US ROUTE 250 _ 80.00' R.O.W. ` 17ddidd,ddd dt VAq 1.,_1.BN.fidddd dddFJ�l11yMMN�l�dddd TO BE KEPT FREE OF BUILDINGS IR PENS OF ANY KIND; TO BE USED INLY FOR GARDENS AND PASTURE XCEPTING FOR HOGS OR GOATS) \ Ag•�B Bg\ \ \ 1 , 1 IN , IN''1 '1 '`I 1 111 1 ;--------------- IN A 0 1 1 I I 1 1 --- 1 L_ 1 'I 1011;i1 \ 535.00 raer waBviaaaz� . \ Z / 50, \REgR Y�\FT6 ��k pFR \ 42p lllnk�-W . 53500 545 00� 55000 y 1 III 1 I 1 1 1 / 1 O I�� 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 F� 0F ENGINEER NAME/SEAL: I. l H \s C) 10NATW F. GABBER a No. 038568 / V 2/10/20A$ �SIONAL ��~ti ARCHITECT NAME/SEAL: .a U H a w o C7 o � r w GRAPHIC SCALE N GRAPHIC SCALE N o 30 0 15 30 40 60 30 0 15 30 40 60 Pai M a V W ( IN FEET ) 1 inch = 30 ft. EXISTING ZONING AND EASEMENTS SCALE: 1 "=20' ( IN FEET ) 1 inch = 30 ft. EXISTING BUFFERS AND SETBACKS SCALE: 1 "=20' 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 1 SITE SUBMITTAL 7/13/20 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) GENERAL NOTES: Wiz 1. ALL RADII = 5' UNLESS NOTED OTHERWISE. 0 2. ARCHITECTURAL BUILDING DIMENSIONS SUPERSEDE BUILDING DIMENSIONS AS H SHOWN ON THIS PLAN. U a 3. PAVEMENT AT ALL ENTRANCES SHALL MATCH THE EXISTING CROSS SECTION OF € REQUIREMENT: 1 SPACE 1200 SF OF GROSS COMMERCIAL OFFICE SPACE ROUTE 250. W WHERE GROSS COMMERCIAL OFFICE SPACE= 80% OF THE 4. THERE WILL BE NO CHANGE IN THE EXISTING POINT OF INGRESS TO, OR EGRESS FROM E" NET SF OF THE BUILDING FOOTPRINT OR AT THE REQUEST OF / \� IVY ROAD \ THE SITE. z THE APPLICANT, THE ACTUAL NET OFFICE FLOOR AREA AS SHOWN ON ��� I US ROUTE 250 5. THE MAXIMUM IMPERVIOUS SURFACE AREA ONSITE IS 3100 SF(0.07 ACRES). �.J� ~q a ti I 6. PROPOSED SITE USE IS COMMERCIAL OFFICE ONLY. THERE WILL BE NO RETAIL USE FLOOR PLANS SUBMITTED BY THE APPLICANT, DELINEATING THE ACTUAL Q3 a 80,00 R.O.W. p NET OFFICE FLOOR AREA, WHICH PLANS SHALL BE BINDING AS TO THE �OF / `ooF I EITHER GIFT, CRAFT, ANTIQUE SHOP, OR OTHERWISE. MAXIMUM NET FLOOR AREA USED. 11CN 0r� Qr1G / �o vF \ TOTAL ACREAGE OF PROPOSED USE = 0.06 ACRES ZUZ 3 NET SF OF OFFICES ONLY: 1,730 sf �ct�� �O�I� TOTAL NUMBER OF EMPLOYEES = 4 �� d �200 = 8 65 = 9 �pj ,�Q�'Qory 7. NO SITE LIGHTING IS PROPOSED FOR PARKING AREAS. A TJ \ 8. THERE ARE NO ADDITIONAL EASEMENTS PROPOSED FOR THE SITE. TOTAL SPACES REQUIRED - 9 (INCLUDING 1 H/C) / INSTALL STONE THRESHOLD 5�j m \Os�o� \ 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL B o / SEE LANDSCAPING PLAN,C-04A yP�� K �T�,y R77.35 ELIMINATED. 00 �Trf F�q°o 10. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE PUBLIC NUISANCE TOTAL SPACES PROVIDED = 9 (INCLUDING 1 H/C) �\%'' a R25.00 C'j m \F,Q�sr� \ AND NOT OVER SIDEWALKS. R46.00 11. ALL ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL CONFORM WITH ADA 'I. `�, SHARED DRIVEWAY DESIGN STANDARDS FOR ACCESSIBILITY. CROSS SLOPES OF ACCESSIBLE PARKING ACCESS EASEMENT �e y R54.00� \ SPACES AND ADJACENT ACCESS ISLES SHALL NOT EXCEED 1:48. ACCESS ISLES SHALL PERM INFO: (SEE SHEET C-03 A) / Roy BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. Lineage Architects, P.C. 3.00 c�2B F 12. ORDINANCE 18 4.12.13(C): LOADING SPACE. THE LOW LEVEL OF ON -SITE STAFF AS WEL P.O. Box 991 �rBOp3;` 'a syg y / / �i\ \ \ AS THE INTENDED USE OF THE OFFICE AS A SPACE FOR MANAGING LOCAL ASSETS 98 Lee Highway + 3 �,; 3.00 .. �o �.y \ INSTALL KNOX BOX \ Verona, VA 24482 / \ WILL NOT GENERATE THE SIZE OR QUANTITY OF DELIVERIES TO THE BUILDING SUCH / U 7j5p �'h4' $ CONTRACTORS TO COORDINATE Phone: (540) 248-3771 THAT A LOADING SPACE WOULD BE NECESSARY. THESE FACTS, IN COMBINATION WITH HANDICAP PARKING AND ACCESS AISLE "� ���� it /,,}� WITH ONE ANOTHER \ / SEE DETAIL VC-06A 1 �"'' / \ THE OWNER'S INTENTION TO MAINTAIN THE HISTORIC CHARACTER OF THE SITE, LEAD Fax: (540)248-1628 + i GRAVEL DRIVE / Email: info@lineagearch.com INSTALL ADA COMPLIANT GRAVEL GRID ix 5607.80SF / 3.00 \ TO THE REQUEST THAT THE LOADING SPACE REQUIREMENT BE WAIVED VIA 580.70 SF ,:. PER DETAIL 1/Ca / PER DETAIL2/C-06 .. 1'.�/ INSTALL BRICK PAVERS \ 184.12.13(F)• ENGINEERNAME/SEAL: 6 / R200 ; ' `' / PER DETAILS/C-06 INSTALL STONE THRESHOLD '\ 13. SEE LANDSCAPING SHEET BY OTHERS FOR LANDSCAPING PLAN. o EXISTING 1 STORY 3.00 SEE LANDSCAPING PLAN, C-04A 10 \ \ N / HOUSE .00 1 R25.00 BEGIN GRAVELAT DGE E B� PER ETAINSTALL II5/C-0 �TONETHRESfOLD \ \ FIRE FIGHTING INFORMATION: opyF'1�D� INSTALL SCREENING FENCE X \ L 1 - EXISTING BRICK 5.00 HVAC SEE LANDSCAPING PLAN, C-04A 6.0 1 - �:50 �_ \ 1. AVAILABLE FLOW AT HYDRANT NO. 12796 = 2796 GPM V a / 50 PATIO INSTALL BRICK PAVERS R2.00 EXISTING 2 STORY - \ \ \ JONATHAN F. GARBER N PER DETAIL 5/C-O6 I No. 038568 R17.00 HISTORIC TAVERN 1 / 4.0 1612SF ,\.oAF 2. NEEDED FIRE FLOW = 1250 GPM �t 12/10/20 / POND 40 PROPOSED \ Po a. F = 1.5 WOOD FRAME `sIONAL E ADA ACCESSIBLE PATH 1 STORY EXISTING ADDITION 1 STORY \ \ \ b. A = 2842 SF EXISTING POND, TO REMAIN 424 SF BLDG c. C =1439 GPM =1500 GPM P2STORY OS230 SF / d. 0 = 0.85 (C-2 OFFICE) ARCHITECT NAME/sEAL: 7 - EMERGENCY 87.00'ACCESS \ ADDITION979 SFHVAC INSTALL STEPPING STONES e. X=0.0 (EXPOSURE BUILDING IS LOWER) 'o / / / / / DISTANCE=87.00' \ \ ELEC \� SEE LANDSCAPING PLAN, C-04 A / \ / EXISTING STONE RETAINING WALL, TO REMAIN T \ PROPOSED / f. P = 0.0 MAX HEIGHT: 3.00' / / 1 TERRACE i / INSTALL SCREENING FENCE 0 / - SEE LANDSCAPING PLAN, C-04 A 3 CRITICAL STEEP SLOPES /EXISTING BIRD CAGE, TO REMAIN EMERGENCY ACCESS \\I BLDG DISTANCE=112.00' \I E �T 01 CRITICAL STEEP SLOPES a / c / / 2 o a / GRAVEL DRIVEWAY T / o \ / E / ° c \ z NI GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft OVERALL SITE PLAN SCALE: 1 =2G WEEKLY TRIP CALCULATIONS: NOTE: INTENDED SITE USE IS LOW VOLUME COMMERCIAL PER APPENDIX F OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD DESIGN MANUAL. DS 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 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 1 SITE SUBMITTAL 7/13/20 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 4X 4" PT POST CLAD IN CEDAR ABOVE GRADE O 1X 4" CEDAR LATTICE, 2" SPACING, HORIZONTALS v TO OUTSIDE 4X 4" PT POST O 8 SMOOTH WITHEROI SET IN CONCRETE RADE a SET BOTTOM RAIL SIDE PANEL TO DISMOUNT ABOVE GRADE OR SET ON HINGES FOR MAINTENANCE 3" MINIMUM 3 RED CEDAR LATTICE SCREEN TO BE STAINED PER LANDSCAPE ARCHITECT'S SPECIFICATION. LATTICE SCREEN ELEVATION 1 HOLLY /. 1/411 - 1'-0" / CHAMFER FOUR SIDES / OF POST TOP AT 30" / 3 PRAGUE VIBURNUM 2X 6" CEDAR TOP RAIL / PEAK TOP 1/2" / 4X 4" PT POST / CLAD IN 1X CEDAR /-/ 3 DOGWOOD /— ABOVE GRADE INSIDEOUTSIDE 1X 4" CEDAR LATTICE, 2" SPACING, HORIZONTALS _ v TO OUTSIDE 2X 6" CEDAR FRAME i/ y // co 4X 4" PT POST SET IN CONCRETE / / / II / I / LATTICE SCREEN TO BE STAINED PER / CF LANDSCAPE ARCHITECTS SPECIFICATION. — I LATTICE SCREEN POST'/ ) 1 /2" = V-0" / 5 BAYBERRY y' 3 SWEET SHRUB ST. JOHNSWORT IN \ \ EXISTING BRICK TERRACE 8 "EV. Magnolia A a J G�5 a 1 3�eP 1 $HUM D OAK;, 3 BOTnEBRUSH Bl q ^I HOLLY Y FLUSH STONE 1 HOPFjOR-NBEAM— Dec. Ma GRAVEL_ll(� O / p r Sp k/NG \ qCF p C F A I � / I Crapemyrtle O I l Dnnw� Arbgrvitae� hedge I lz y )off e FVOP / / / Crauam / SIG / 5 SPICEBUSH I 14' V ]O 1 1 FRINGETREE FLUSH STONE \ r � 33pgCFs O r D. S. TAVERN 1 WITCHHAZEL--J —"RESTRICTED AREA" \ TO BE KEPT FREE OF BUILDINGS 8 PLUM YEW OR PENS OF ANY KIND; TO BE USED ONLY FOR GARDENS AND PASTURE WOOD SCREEN FENCE (EXCEPTING FOR HOGS OR GOATS) WITH REMOVEABLE PANEL DB 263/230 OAK LEAF HYDRANGEA EXISTING STONE WALL OVERLAY OF STEEP SLOPES CRUSHED STONE DRIVE AND PARKING 4 AUCUBA g i 4BOXWOOD 2 I r v y S— E DDITION i r, i l ;j PROPOSED TERRACE i' j \ \\ \ Dogwood o \ STON SUMMER KITCHEN Willow Oak County ofAlhemark Cavxrvafiov Plao Cheetliaf—To he placed ov Leodanpe Pleos (Havdbook PP III-2&-111-29] for mmplem apecificafiova) I. The roEowme iama 562E be abowv on roe Din: ❑ Treeamcesavm; ❑ cmikofineenng loufiaeenph«ofaeambesavmx ❑ Leon am fypeofpm�avere«i ❑ Osfie aM1tmhmoin�trce Mb as calla; ❑ Ropoxd ce«buts«famrehng beyorM fcer as ofinearing. 2. Madan ❑ Ail ObeaavNsM1a116emah ffi iml«nbb MaMi clear) visibleb n,o rs. P P1d r ountyls pogo ❑ No grading shall begin wtil Weaee marking hum banimpecktlaM approvM byacomuy WPxror. 3. Pee-Cernan ctron Confeana ❑ Tree Prettrvalian aM Pmkclion measwes sM1allMmievred vM,Ne rontrator on vk. a. Eownmenf Daerntu a and smrane: ❑ He yv aipmem,vehmuWt�car MWeofc«uau mmakrialsimdaamgsoi[ M1 [m[MPem wiffim Neanpli ofa«s bbe—a 5. sail Emdon and srormwmer Detention Drvke - ❑ Sa haev-ssba]lawlafverseIYaR aeesbhma2d 6. Fur— ❑ Fir¢arem[p«mined wilM1in lW feel oftlp dnplireoftrssbbe raved. ]. Took Maariah: ❑ Toxic mekrials shNl rol be shred wilNn lW feel ofNe Niplioe oftrasbbe mvM. 8. ProfeeMeFeneme ❑ Treesb4 Mai«vl wiNm<O kNofapmpottd Wilding or gr ii�«tiviry sM1ell be pmkekd by fencing. ❑ FencingsM1a116e in placeaM SM1allceinspecktlaM appaoven by acomuy lnspctoa pnoamp{aaing or construction 9. TounW la ❑ wbm,me®oam level mealcemitts wimm me dnptix ofa seemcesavedatree w<n sballce Poviam amae«um,mio„aeWl submilled for appoval. lE. Tr e�Wvl q_. ❑ wM1en aM1e®oaM level ma¢be lowxrN wiaM1in Ne dnptioeaa«mbe savM.atra wall sM1ellce poviaN: aMaconatruclionaeleil submined mr appoval. u. Tmnmioe ana Tanmioe: ❑ WM1en treneM1iuB s req fired wiaM1m Nelimils f )contest i[eba116edoneaafarawaY Tram Ea trunAs oftreaaa gssible.Twoeling uM« a large see sM1ell be cortaiavea as en an motive when a isamiciparM Ea[ xceaary trer,ebmg wal destr%Ieetl«rook I2. c ❑ Rokclivel ingaM1ell be lM1e laslikma removN twins Ne fi,ml clmnup LT D.m2eea Trees: ❑ 1%magm frees shNl be featN iauoaukg by Pmmng, ferlavati«, orolMrmeEp nInnmenaN by aft= apecWut NOTE:IT N THE DEVELOPER'S RESPoNSIEIUTYTO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUHIEMENTR OWNER SIGNATURE (DATE) I CONTRACT PURCNASERSIGNATIIRE (DATE) 5/406 Po9e lnfl STONE s/ 2 SWEETBAY 1 HOLLY — 1 YELLOWWOOD 4RHODODENDR 3 BLACK HAW FLUSH STONE THRESHOLD 1 ` 1 1 1 ` 1 ' 11 1 p A ;1 r SpK/NG qCF / I 1 1 1 I�1 / 1 � 1 / I , Dogwood / WOOD SCREEN FENCE j WITH REMOVEABLE PANEL WINTER JASMINE TIMBER MONROE AND CROCKER, PC LANDSCAPE ARCHITECTURE I SITE PLANNING I ARCHITECTURE POST OFFICE BOX 722 . FLINT HILL, VA 22627 . TEL: 540.636.4505 D.S. TAVERN IVY RD, ALBEMARLE COUNTY, VIRGINIA REVISED FALL 2020 PLANTING SCHEDULE — 9 DECEMBER COUNTY RE -SUBMISSION Botanical Name Common Name € 4tY € Size Root: O.C. •....................................... .......................................................1......• LARGE TREES •.....A.........A...................... Cladrastis kentuckea x € Yellowwood € .............a..................a...........,...................... 1 € 2-2.5" cal € B&B .............................................................................:......................................................... Ilex opaca p..........................................,...................... American Holly € 3 € 8-10' ht € B&B VIF ............................................................................. Junipems virginiana j......................................................... q Eastern Redcedar € ............. j.................. 3 € 6-8' ht j...........; ...................... € B&B € VIF .............................................................................:.........................................................; Magnolia virginiana .............................................................................:......................................... Sweetbay Magnolia ........ 2 .......... 6-8' ht .............................. € B&B ...................... VIF Ostrya virginiana ... Hophornbeam 1 ': 2-2.5" cal `: B&B Quercus shumardii Q............................................................................................................._. Shumard Oak 1 2-2.5" cal B&B ... ...................... SMALLTREES ............:..................:...........:...................... ............................................................................... Chionanthus virginicus ......................................................................................................................................? ...................._. Fringetree ......................................................... 1 .............:..................................................... 4-6' ht B&B .. VIF Comus floddus .............................................................................:.........................................................:.............:..................:...........:...................... Flowering Dogwood 3 6-8' ht B&B VIF Lagerstroemia indica Natchez Crapemyrde :.....2......<...810, ht B&B .Natchez Stewartia monodelpha Tall Stewartia 1 810' ht B&B P .............................................................................................:........ Viburnum runifolium Blackhaw Viburnum 3 € .......... 6:8' ht ........................ B&B ...........................I.........................................................d............. SHRUBS A...... ......A..........t...................... ....................................................................................................................................... Aesculus paMflora x............. Botdebrush Buckeye a .................. 3 I 5 gal a ........... a...................... I Conti VIF ...................................... Aucuba japonica `Emily Rose' :......................................................... ;............. Emily Rose Aucuba ,.................. 4 3 gal ,........... ;...................... Conti VIF .................:.........................................................:.............;..............................;...................... Buxus sempervirens € English Boxwood € 4 36" ht/spr ; B&B € VIF .Sutfruticosa' ......... Calycanthus floddus Aphrodite' ......................................................... € Aphrodite Sweetshrub ............. :.................. 3 3:4 ht ........... ;...................... Cont VIF Cephalotaxus harnngtonla Duke Gardens Duke Gardens Plum Yew 8 3 gal Cont VIF ..... ........ ...... ........ Hamemelis intermedia Arnold Promise ....... ........ ......... Arnold Promise Witchhazel :......................................................... . .............................................. 1 1 5-6, ht Cont :........... ........................... Hydrangea quercifolia 'Sike's Dwaf Sike's Dwarf Oakleaf Hydrangea ................................ 6 5 gal ....................... Cont VIF .............................................................................j.......................................................................;...................................................I Lindera benzoin Spicebush €.........................................................:.................................................................. 5 3 gal Cont VIF ............................................................................. Mydca pensylvanica Northern Bayberry 5 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'Wnterthur' Winterthur Smooth Witherod ? 8 ': 4-6' ht Cont:: VIF ....................... .....................................................I Vi6umum ra ense P9 .........................................................a.............<..................;........... Prague Viburnum 9 3 5-6' ht ...................... Cont VIF ......................................................I.........................................................A.............I..................I...........f...................... GROUND COVER PERENNIALS BULBS VINES GRASS ..................................... edcum ca cinum................. YP h St. John's Wort............:......1...aI......Cont......18" E1604 sf. 9 o.c...... Sarcococca humilis Sweethox : 115 sf 1 gal Cont 24" o.c. ......................................:.........................................................:........................................... € Lawn: Sod or Seed &Straw € 710 sf € ................ \\\ oEX, ING SIGN 7 — OHE — — ve\ 20" Willow Oak0 \ / a Ciepemyrtle O / EXISITING WOdD FENCE II TREE CANOPY SITE AREA = 85,537SF D. S. TAVERN 3449 Ivy ROAD CHARLOTTESVILLE, VA 22903 CURRENT FIELD SURVEY RECORDED BY. JONATHAN GARBER, PE LINEAGE ARCHITECTS, P.C. PO Box 991 98 LEE HIGHWAY VERONA,VA 24482 P: 540.248.3771 E: JGARBER@LINEAGEARCH .COM FEBRUARY 3, 2020 KEY POWER POLE OHT OVER HEAD TELEPHONE OHE OVERHEAD ELECTRIC TP TREE PROTECTION FENCE SITE LIGHTING X FA -5- FB FC -e- FD ROSA T. CROCKER 10% REQUIRED CANOPY = 8,553.7SF 51 %EXISTING CANOPY = 43,834SF SCALE: DATE: July 12, 2019 Crapemyrto \ \` \1 1" = 10 REVISED May 23, 2020 I11 I ��f I PARKING LOT LANDSCAPING DRAWN: REVISED May 26, 2020 REVISED July 13, 2020 \ / '9 cD I PARKING LOT AREA = 7,748SF REVISED December 10, 202 9`�cl2 I 5% REQUIRED LANDSCAPING = 387.4SF RC, EB �9 I 29% PROVIDED LANDSCAPING = 2,281 SF ELF I I ` � I PROJECT#: \� PLANT HEALTH NOTE 613.01 ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED Black Walnut `� \ `, TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING O I I / \ I s Crapemyi(le `, OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED \ III i O `s` I `� MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF LANDSCAPE \ , / THE PLANT. PLAN N O R T H SCALE: 1 " = 1 O' SHEET: 0' l o'�20' 30pmC 04A CRITICAL STEEP SLOPES ( IN FEET ) 1 inch = 20 ft. LIGHTING CUT SHEETS SCALE: NTS AUTHEN uc RESIGN TAe M 11 Rw1d Wd: Rupm, Vrnmmt 05776 wtee,eutherawd,siRre- Colonial Ashler House Coach Wag Mount Lantern - FA SM-LTdiS-W BULB SPECS: 2 60 Wan Ma'mum E12 Bulbs 27M Kehiu FINISH: Dukesed Trice GLASS: Sta ld Pace UL LISTED FOROUTDOORUSE WORKSHOP CHESTERTOWN, No 21b20 L3613B - FB IS'h" l igh x8" wide x 5 E,' deep Two raudehbra (El3)-Rees .wattmax eaehI 2910KdEn HT 1wwd SwFSuR ­ FirtiaM1 ie ETE' C, dark4xd coe11 mamie cL PST, hand made reSrorahon gram +000 + + + + + Z+0.00 + - + \+ + + + 0.00 0.00 \f0.00 +0.00 +0.00 + + + \OpF + + +0.0 +0.00 +0.00 +0.00 + + + 4,00 ''+ + +0.00 +0. \ + 0.00 + 0.00 + 0.00 + 0.00 + + 0.00 0.00 + 19�.5%?Y�0 0.00 . + 0.00 + 0.00 + 0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 \ +0.00 +0.00 +0.00 +0.00 +0.00 + +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 ERR` +0.00 `Q.00 +0.00 +0 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 . +0.00 +0 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +"0 +0 +0.01 +0.03 +0.15 +, +0.11 yl VAUGHAN Kingston Wall 1a1ItCm - FC Finishes Bronx WM131.B2-U% Zinc WAD131ZLUK Sue BRMIlotlan Bulb Base El 2 Candelabra Base Mar YJadage 4aN Bulb Supplied No Vaughan Recommends LED2M10001. Fora brighter light a bulb WET a higher lumen output an be used. PUNhar IMorrnelbn 6ultableforolndoor use. WA0131 1) vt.. i C 4L li FlwuN It EThese notes are forguidanceonly.Vaughan accepts no responsibility forarryinstallation using the .bare nome.Thefinal dedslon on Installation remains Walt the installer. saingtmdeWne.com A N N- M O R R I S N E W Y O K K 239 EAST NTH STREET, NEW YOM, NY 10022 TEL(212) 7553308 FAX:(212) 8384955 EMAL hM®alsHnlorlls.mn WEBSIIE: kuwalndmlduarn MORRIS LIGNI -FII FINISH: STATUARY BRONZE 8• DIAMETER%4' DEPTH "ING: (2)SOCKETS PER FLYTURE- UP TO 40 WATTS PER SOCIU_T INCANDE', OR UP TO 60 WATTS PER SOCKET LED INMPBASE: MEDIUM BASE (E2E) 27WK UL LISTED FOR OUTDOOR USE A-M � 1 srR SITE LIGHTING PLAN 4Comem MOKLEDDeck LlgMTa rWAmhR ualPy.cwme. Bronze 16111AZT30(rextundArtinedural Bnu¢e) Pym r:1 rrnnuaw7tk.lmen xuu4mldCOhO� 01nNwdn 14gM Ep[Ob1 muwn3u.w.w seu.4 Pllobmallow wlMneuL. xua.r.mw,w,. PanNtlL,emgre 'Rewww FOWNC:tlnYlElnlOrRE Pre BnsWlolbM AOglbrelFwlw • rmrmArdlmuralaa® • r adauox -�..'° s'�m.....m.«m®n n�m.�....p° �•::• b, KICHLER. I r /^Irklr\ KEY LUMINAIRE TEMP. OUTPUT QTY. RASH EY HOUSE WALL MOUNTDESIGN - COLONL 2700 KELVIN 980 LUMENS \ \ DEEP LANDNG WORKSL1361B SCONCE HOR 2700 KELVIN 980 LUMENS \ VA WALL LANITERN ON 2700 KELVIN 490 LUMENS El \ ANN MORRIS- MORRIS LIGHT 2700 KELVIN 980 LUMENS \ KICHLER-4 CORNERS LED 3000 KELVIN 43 LUMENS 10 DECK LIGHT \ HYDREL-ASPEN LED 2700 KELVIN 642 LUMENS \ 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 'W ASPEN LED 12V1120V LED IKIKalD11T8 1 V Aww�t IghM am wMbk fa a ndwy Of moumine Pglmaom baud-naomDnd wall,me,epn and .rthllMuml.emM, 5 • Su'bbMforw[lomcre . Imgral bih� qy •Dmmable,u lowwlbga megrpdcdimmer r6°„ . nPa�.a.u. ia<x n •A-BJCPIaMA%N �.x t,ta.1001M . gm MMEN610NS UUMEN PACKAGES HYDREL PERFORMANCE DATA U ma eI IRe.."I©©l^J00�®0000©oo®oo m©o©mo©01Pe E, e Iffii oMo®o.+�00©pp©©0©0 - E�©oo®mom©om©o©o0 ©mmmmPJ©DOmOEaJDDE^J©0©©0 vmmmmmoom ©o®oomoom ©o vmmmms7.v©©s79 oos7�©o¢�©mores o0 ommmmm©om ®o�mo®oo®o0 ©mmmmooum ©o©000©oo 00 vmmmmo©oo ©©000©000 ©o ommmm000m o©000©©oo ©o aI Rea OID163Pmhulrr&atl•Ygtiq.lrc.. CmI EES_ww Cmnn W 3DI3 PSICE LED I Rw.a . pfla • wvx.YMMmn P "l' Wiz r o F 1 Wd z z a zuz ^ d Pi �i 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: TH OP' ZJ JONAMAN F. GARBER 9 No. 038568 -10 ,tl2/10/20� t �`SIONAL Fa� ARCHITECT NAME/SEAL: 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 1 SITE SUBMITTAL 7/13/20 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 B r l ;r ] i K / TING BRICK PATIO EXISTING 1 STORY HOUSE LIMITS OF DISTURBANCE I I , I 1 _ I / I / 53500 / I IVY ROAD / US ROUTE 250 80.00 R.O.W. 1 9,Q----- \ I �\ F\OS�` \ TP x— �I X\ \Q� 9C11 I I k �pj i LIMITS j[{OF DISTURBANCE I 1I Y / 525 ,523 524 y �\ 525.65' `\ \ 525. \ \ 526 � � F525.50• I ' I\ --------------- 523 \ ' 525.85' HVAc EXISTING 2 STORY s25.9s' HISTORIC TAVERN 1612 SF�f \�— L 1 STORY EXISTING ' \ ADDITION 424 SF 1 STORY PROPOSED BLDG 2 STORY 230 SF ADDITION '\ 979 SF \ WN I �ELEC _ PROPOSED TERRACE \ BLDG GRAPHIC SCALE 30 0 15 30 60 120 DIRECTION OF PROPOSED FLOW SCALE: 1` .._ ( IN FEET ) 1 inch = 30 ft. 71 I� \ 535 00 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. GENERAL EROSION AND SEDIMENT CONTROL NOTES LANDSCAPING SHEET BY OTHERS FOR LANDSCAPING PLAN. \ ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES 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 (9VAC-25-840-40). ES-2: NOT USED. ES-3: NOT USED. LIMITS OF DISTRUBANCE TOTAL DISTURBED AREA = 9827.7 SQ FT = 0.22 AC. / 80 / ES-4: NOT USED. ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF SITE BORROW OR WASTED AREAS) OR ON SITE ACTIVITIES CAUSING THE DISTURBED AREA TO EXCEED 10,000 SF, THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. \ ES-6: NOT USED. \ ES-7: NOT USED. ES-8: NOT USED. ES-9: NOT USED. ES-10: THE CONTRACTOR IS RESPONSIBLE FOR THE DAILY REMOVAL OF SEDIMENTTHAT HAS BEEN TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE. ES-11: NOT USED. ES-12: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOILS WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS, OR HARM ANIMAL OR PLANT LIFE. ES-13: A VSMP IS REQUIRED FOR PROJECTS DISTURBING 2,500 SQUARE FEET OR GREATER IN A DESIGNATED CHESAPEAKE BAY PRESERVATION AREA (CBPA) OR 10,000 SQUARE FEET OR GREATER OUTSIDE THE CBPA. FOR MORE INFORMATION VISIT THE VIRGINIA STORMWATER MANAGEMENT PROGRAM PERMITTING WEB PAGE AT: http://www.deq.virginia.gov/Programs/Water/StormwaterManagement.aspx �0,0 10; �o \ GRADING/E&SC PLAN SCALE: 1 "=20 E&SC LEGEND 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 OF D Lu>J0 F. GARBER1-6 v No. 038568 t�12/10/20� \ SIpIVAL E ARCHITECT NAME/SEAL: TITLE KEY SYMBOL a 3.05 0 SILT FENCE SF X X X X w O w� 3.38 TREE PROTECTION Tp TP T/� Q a a Q M e w 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 1 SITE SUBMITTAL 7/13/20 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 4" #57 STONE SECURED w/ GravelPave OR APPROVED EQUIVALENT 4" HEAVY STONE 12" RDC, COMPACTED w/ SHEEP'S FOOT CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4" x 4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. II1II1II1II1II1IIILIIIIIIIIIIIIIIIIIIII1I1= ll l � � NOTE: THIS DETAIL SHALL NOT BE USED FOR EXISTING SOIL COMPACTED TO ACCESSIBLE PARKING SPACES AND 95% STD PROCTOR DENSITY THE AISLE BETWEEN THEM. REMOVE INCOMPETENT SOIL / HEAVY DUTY GRAVEL DETAIL SCALE: NTS 1150mm (45.27") 575mm (22.63") 575mm (22.63") GREENDRIVEWAY GD GRAVEL 60-40 A GREEN ALTERNATIVE FOR PAVING AND LANDSCAPING WEB: greendriveway.com Email: info@greendriveway.com GRAVEL GRID DETAIL SCALE: NTS FLOW 4" 3. ATTACH THE FILTER FARIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2 STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXACAVATED SOIL. FLOW J EXTENSION OF FABRIC AND WIIRE INTO THE TRENCH. FIl SILT FENCE DETAIL SCALE: NTS WIRE CURB / EDGE RESTRAINT SOLDIER COURSE 90 DEGREE HERRINGBONE PATTERN FIF V SOLDIER COURSE EDGE WITH 90 DEGREE HERRING BONE PATTERN PAVER PLAN AND SECTION SCALE: NTS DRAWING NO. SCALE ICPI-42 F.S. 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 " Y c f " 8„ RESERVED PARKING O _I PENALTY $100-600 FINE 1 PRECAST CONCRETE OR CUT STONE CURB CONCRETE PAVER 3 1/8" (80 MM) MIN THICKNESS 1" TO 1 1/2" (25 TO 40 MM) BEDDING SAND GEOTEXTILE 12" (300 MM) WIDE, TURN UP AGAINST CURB COMPACTED AGGREGATE BASE GEOTEXTILE AS REQUIRED TURN UPPAATSIDES OF BASE COMPACTED SOIL SUBGRADE COMPACTED AGGREGATE OR CONCRETE BEDDING �4� C-06 NOTE: 1. EDGE RESTRAINT SHOULD BE MINIMUM 6 IN. (150 MM) WIDE FOR STREET APPLICATIONS. 2. EDGE RESTRAINT MAY BE EVEN WITH TOP OF CONCRETE PAVERS. 3. THICKNESS OF AGGREGATE BASE WILL VARY WITH SUBGRADE CONDITIONS AND CLIMATE. COLDER CLIMATES MAY REQUIRE THICKER BASES. DRAWING NO. STREET PAVEMENT WITH FULL -DEPTH ICPI-51 C) PRECAST CONCRETE OR CUT STONE CURB SCALE F.S. WCnz r-1111 o F A Wd z z a z u z 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: TH OF O JONATHAN F. GABBER 9 No. 038568 �tl 2/10/20�� S %`sIONAL F'� ARCHITECT NAME/SEAL: 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 1 SITE SUBMITTAL 7/13/20 NO. REVISIONASSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: CONSTRUCTION DETAILS DRAWING NUMBER: C-06 526.55' 1�00 525.65' a I I ; ' I I ; I / 4 ' 52.5' 2' 525.90' / /max 527 i i i i HANDICAP SIGN MOUNTED ON POST, DESIGN BY OTHER NOTES 525.78' 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. 0 50' 525.50' ADA COMPLIANT GRAVEL GRID WHEEL STOP, typ. 2 DESIGN BY OTHER Wiz r o H V a W6 z Wiz 0 zuz P4a a 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: S,TH Val C)JONATHAN F. GARBER 9 No. 038568 12/10/2040 ZSJpNAL F� ARCHITECT NAME/SEAL: ��7S�o F 526.94' ax J F U 1 526.94' L 93 CO. COMMENTS 112/10/20 2 1 COMMENTS 18/18/20 1 I SITE SUBMITTAL 17/13/20 NO, REVISION/ISSUE DATE JOB NUMBER: 19066 HANDICAP PARKING LAYOUT I DATE MAY 26,2020 SCALE: 1" = 5' DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: CONSTRUCTION DETAILS DRAWING NUMBER. C�IZ'� 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. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE. SET TOP OF ROOT BALL FLUSH TO GRADE OR 25-50 MM (1-2 IN.) HIGHER IN SLOWLY DRAINING SOILS. 200 MM (8 IN.) 0 50 MM (2 IN.) MULCH. DO NO PLACE — MULCH IN CONTACT WITH TREE TRUNK, MAINTAIN THE MULCH WEED -FREE FOR A MINIMUM OF THREE YEARS AFTER PLANTING. NOTE: FOR DIMENSIONS OF PLANTING AREAS, TYPES OF SOIL AMENDMENTS, OR SOIL REPLACEMENT, SEE "SOIL IMPROVEMENT DETAILS." INTERNATIONAL SOCIETY OF ARBORICULTURE 1400 WEST ANTHONY DRIVE CHAMPAIGN, IL 61821 (217) 355-9411 (217) 355-9516 FAX MULCH RING 1800 MM (6 FT.) / DIAM. MIN. 2400 MM (8FT.) DIAM. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. 100 MM (4IN.) HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE ROPE AND ,, ii, ,,,ii,,, 1,t,', , tit I ,,', WIRE, AND BURLAP FROM TOP �' ' ' ,, HALF OF ROOT BALL ,,,,, ,,, ,,,, ,,,,, IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. 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 �_C/\LE: 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. TREE WRAPPING DETAIL No. 145-002 TREE WRAPPING DETAIL INTERNATIONAL SOCIETY OF ARBORICULTURE INTERNATIONAL SOCIETY OF 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. �l PLASTIC HOSE GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN. v 240 x 40 MM (1.5 x 1.5 IN.) E HARDWOOD STAKES OR OTHER r APPROVED STAKE MATERIAL _ e ALL STAKES SHALL DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL. u 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 TREE FENCING AND ARMORING DETAIL DRIP LINE PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING •m a / did` / MIN 5' "�'ri" "� ~ M WHERE DRIP LINE IS LESS THAN 5' CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES TREE PROTECTION DETAIL SCALE: NTS Wiz O Email F V A V4 d Hz a zuz ^ p4 �d �a: A 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: TH 0 ZJ JONATHAN F. GARBER 9 No. 038568 �tl 2/10/20A ti �`SIONAL F'&1 ARCHITECT NAME/SEAL: 3 2 1 NO. CO. COMMENTS 12/10/20 COMMENTS 8/18/20 SITE SUBMITTAL 7/13/20 REVISIONASSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: LANDSCAPING DETAILS DRAWING NUMBER: C-07 SCALE: NTS SCALE: NTS