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HomeMy WebLinkAboutSDP202000062 Plan - Submittal (First) Minor Amendment 2020-08-18i 1 i 31 51 dl vl i i VIRGINIA GEOMETRY OF ZONE C-1 712H12a20 Nbema,le U-t, vA coda & 0M11-- Sec. 4.20 -Setbacks and stepbacks In conventional commercial and Industrial districts. Setbacks and stepbacks shall be provided as follows. a. Conventional commercialdistricts. 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: (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. aide 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 Sec. 21.4 - Height regulations. Except as otherwise provided In section 4.10structures may be erected to a height not to exceed 6S 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, 14 20-21.4, 12-10-80; 9-9-92; Ord. 15-18(4), 6-3-15; Ord, 17-18(4)- 8-9-17) DS TAVERN SITE CONSTRUCTION DOCUMENTS to I ALBEMARLE COUNTY, VIRGINIA LINEAGE JOB #19066 INDEX OF SHEETS DESCRIPTION SHEET NO. VICINITY MAP (SCALE 1:2000) 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: JONATHAN F. GARBER > No. 038568 o 8N�8��6 TITLE SHEET C_01 �s �� GENERAL NOTES .... C-02 EXISTING CONDITIONS ......... .. ..... ..... .. .. .. .. ..... C-03 ARCHITECTNAME/SEAL OVERALL SITE PLAN C-04 LANDSCAPING PLAN (BY OTHERS) _ _ _ _ C-04 A SET REVISIONS SITE LIGHTING PLAN C-04 B GRADING / E&SC PLAN .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. C-05 E&SC NARRATIVE _ C-05 A CONSTRUCTION DETAILS... . . . . . . .... . . . . . . .... . . . . . . .... C-06 LANDSCAPING DETAILS C-07 DESIGNER: DEVELOPER: LINEAGE ARCHITECTS, P.C. ATTN: JON GARBER P.O. BOX 991 98 LEE HIGHWAY VERONA, VIRGINIA 24482 PHONE: (540) 248-3771 TO BE DETERMINED JON GARBER IS THE CERTIFIED LAND DISTURBER UNTIL A GENERAL CONTRACTOR IS HIRED BY THE OWNER AT WHICH TIME LIABILITY FOR LAND DISTURBANCE SHIFTS TO THE GENERAL CONTRACTOR. SIGNATURE PANEL: DEPARTMENT OF GOMMUNITY DEVELOPMENT: PLANNING d ZONING EN6INEEPINO INSPEGTION5 ARGHITEGTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESGUE ALBEMARLE GOUNTRY 5ERVIGE AUTHORITY VIP61NIA DEPARTMENT OF TRAN5PORTATION HEALTH DEPARTMENT APPROVAL COMMENTS 1 8/18/20 1 SITE SUBMITTAL 7/13/20 DATE NO. REVISION/ISSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: IFG 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 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 a CROSSES EXISTING WATER, GAS AND FIBER OPTIC LINES. v 3) THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION CALL MISS UTILITY. T v 4) ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. vl 5) WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE °I 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 v COUNTY MUNICIPAL WATER SYSTEM SHALL BE JI CONSTRUCTED AND TESTED TO CONFORM TO COMMONWEALTH OF VIRGINIA/ I STATE BOARD OF HEALTH WATERWORKS AND/OR SEWERAGE REGULATIONS AND TI-IG At RGMARI G Cfll MTV r1GQIrm Amn r'OKICTRI ICTIf1AI QTAKinAPn(z hAAKII IAI g 6) DRAINAGE IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH 3 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. 3 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. _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 21 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 v NLUS UK MINUS L HERUEN I AUE RUIN 1 5 UH UN I IMUM I U FAUILI I A I E COMPACTION. GENERALLY, UNSATISFACTORY MATERIALS INCLUDE MATERIALS a 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 v TO RESULTS OF THE GEOTECHNICAL REPORT AND UPON APPROVAL OF THE v SUPERVISING ENGINEER. SOILS SHALL HAVE A MINIMUM DRY DENSITY OF s1 92 LB/CU. FT. PER ASTM D-698 AND SHALL HAVE A PLASTICITY INDEX LESS THAN 17 ;I 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% 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 v REPRESENTING THE LABORATORY. a 13) COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL BE BASED UPON v RECOMMENDATIONS OF SOILS ENGINEER AFTER COMPLETION OF STANDARD PROCTOR TEST AND SHALL MEET BEARING REQUIREMENTS OF ARCHITECT FOR BUILDINGS. v THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING. J 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: s (A) EMBANKMENTS FOR ROADS, STREETS, DAMS, ETC.: ONE TEST PER LIFT PER 10,000 SQUARE FEET OF LIFT. s (B) BACK -FILL AROUND STRUCTURES AND IN TRENCHES: ONE TEST PER LIFT PER 500 LINEAL FEET OF TRENCH. ll » 15) COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MADE IN CUT AND FILL AREAS AT THE FOLLOWING MINIMUM FREQUENCIES: v v (A) SUB -GRADE: ONE TEST PER LANE PER 500 LINEAL FEET. s (B) STONE -BASE: ONE TEST PER LANE PER 6" COMPACTED LIFT PPP 5M I INFAI PPIPT t (C) HOT ASPHALTIC CONCRETE: ONE TEST PER LANE PER LIFT v 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 CIO 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 SOUTH WEST IN ACCORDANCE WITH CURRENT ISSUE OF DCSM. SIW SIDEWALK S.F. 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. TOP OF BANK IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR ADDITIONAL T/C TOP OF CURB T/P TOP OF GRAVEL PAVEMENT EXISTING PROPOSED ROAD CENTERLINE CURB TAPER SIDEWALKS CONCRETE PAVEMENT oe GRAVELSURFACE BUILDINGS FENCE DECIDUOUS TREE CONIFEROUS TREE CONIFEROUS SHRUB st ST STORM WATER LINE - - - - PROPERTY LINE STORM SEWER - 2900 - - - - 2909 - - INDEX CONTOUR - - 2898 - - - - - 2898 - - - INTERMEDIATE CONTOUR x � SPOT ELEVATION 2876.3 2898.88 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 0he ❑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. 0ht ❑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 l 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 govern. 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 Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. Control Devices. V3. When workingwithin VDOT right-of-way,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 P 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, an and all utilities including traffic signal poles, unction boxes controllers etc. owned b VDOT or private / public utility companies. It is the sole responsibility of the P P 9� P Y � 9 9 P � l Y P P tY P P tYP V20. Aggregate base and subbase materials shall be laced on subgrade b means of a mechanical spreader. Density will be determined using the density control strip in accordance with 9 Y P ty 9 tY 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. 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 PB-1. 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. VI 5. 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: �LTH OFp U JONATHAN F. GARBER 9 No. 038568 1608/18/20�� ~ti �`SjONAL E�� ARCHITECT NAME/SEAL: v, Z � U F 0 z z U W z z /] 0 z Q M E) w 1 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: GENERAL NOTES DRAWING NUMBER: C-02 \ GENERAL NOTES: z 1. CURRENT FIELD SURVEY RECORDED BY LINEAGE ARCHITECTS, PC. =' ARBORVIT .. SCREENPM T ,\� 2. TOPOGRAPHY SHOT IN FIELD BY LINEAGE ARCHITECTS, PC. H ��,;' ;/`'', `� 3. THE SITE IS DETERMINED TO BE LOCATED WITHIN THE IVY CREEK ) a g 34'TULIP POPLAR + , - / �RESERVOIR WATERSHED. V d 4. THE SITE IS ZONED C1 COMMERCIAL. W 5. THE SITE IS LOCATED IN FEMA FLOODPLAIN ZONE X; THE SITE IS C-+ + DETERMINED TO BE OUTSIDE THE 100 YEAR FLOOD PLAIN. �0 z FIRM MAP NUMBER: 510 03C 0265 D. EFFECTIVE DATE: FEB. 4, 2005 ° IVY ROAD 6. NO STRUCTURE, EITHER EXISTING OR PROPOSED, EXCEEDS 65 FEET ] �pq n US ROUTE 250 IN HEIGHT PER SECTION 21.4 OF THE ALBEMARLE COUNTY ZONING ° /+ \ I CODE. ,olz &A` = " + / \;���� I \ \ 80 R/W 6. BENCHMARKS ARE ASSUMED ELEVATIONS BASED ON CURRENT z DOGW00 `\ + , �+ �_ _ \/y3'\ I\ --' \ APPROX. SEPTIC LINE FIELD SURVEY. �� a I + \ \ LOCATION nP. 3 EDGE OF ROADWAY �� !', r + &1 7. ALL PLANT MATERIAL IS UNDER 6 CALIPER UNLESS OTHERWISE + / ,�O = �' , PAVEMENT NOTED. a +n' + + _ -_ `___ \ � 8. ALL TREES NOT EXPLICITLY SHOWN FOR DEMOLITION SHALL BE A r /6' EVERGREEN MAGNOLIA ', SEPTIC LID _ ,. _ . _ H O) ` C S .MINIMUM TURNING �,. \`I+ '?'\-,p.RADIUS ` \ DEMOLISH AND REMOVE ,\`I� (+\ lo` CLEarouT o PRESERVED. �m Q2p s3Q� EXISTING MIXED a`\+ .1 + I �+ g \ y `,,`Il� EXISTING ITE T DECIDUOUS BED / + . n ' DEMOLISH AND REMOVE I PROPERTY UN ` j,i �� EASEMENTS OF RECORD: J , `� ENTRANCE/EXIT DECIDUOUS MAGNOLIA u; R20.OQ TM 59-16A / \\Iw�R7735 DEMOLISH AND REMOVE DEMOLISH AND REMOVE Y * nti° < + + /' \ " EXISTING FENCE DEMOLISH AND REMOVE \ (EASEMENTS AS KNOWN OR DISCLOSED, NO TITLE REPORT FURNISHED, IVY HILL GARDENS, LLC EXISTING UTILITY POLE EDGE OF DRIVE ' %, \, EXISTING DOGWOOD X3 + 4 \, \ a Rm.00 v DB 5002/71 � - ?WILLOW 2a \i'sc ADDITIONAL EASEMENTS OR UTILITIES MAY OR MAY NOT EXIST. FIRM INFO. DEMOLISH AND REMOVE I +' . S �� + q r OAK / CT� �' �` 2 DEMOLISH AND REMOVE '; PF,P9r dy \y EXISTING CONCRETE WALK n^ �P +'`, �— EXISTING \ F°cF �\ VIRGINIA ELECTRIC AND POWER COMPANY EASEMENTS: g �! I o a a Lineage Architects, P.C. MULTI -FAMILY RESIDENTIAL /I + s� �, - 6B' \ J� (�' DEMOLISH AND REMOVE / "90'� �' toB. P.O. Box 991 DEMOLISH AND REMOVE --\ r 'tom I �'�. EXISTING FENCE / �a �. `� 98 Lee Highway CIS 1 EXISTING ROSE OF SHARRON j1 .- Qp bO,� ��. DEMOLISH AND REMOVE \ xs f- + "' w /' %' . '�y ``� /"° '% \ DB 307/183 POLE LINE EASEMENT PARALLEL TO RT. 250, NO WIDTH GIVEN. Verona, VA 24482 / R+''h \\ EXISTING PATH EDGE h� f�(� 2 = I PAVEMENT = -NOT PLOTTED / a ' `-I�. r / %';' UTILITY POLE Phone: (540)248-3771 (� +1` Hp � ✓ -, z — . _ DB 316/562 POLE LINE EASEMENT PERPENDICULAR TO RT. 250, NO WIDTH Fax: (540)248-1628 DEMOLISH AND REMOVE / h +<, `�'%y� GIVEN. NOT PLOTTED Email: info@lineageazch.com T EXISTING PATH / \ GRAVEL DRIVEWAY : '' \ o \4 +'�1\` ONE STORY HOUSE \^ k �'� ' DOOR 102.91' SHARED /; ; \`/ \ h.;, DRIVEWAY ./ DOGWOOD' \ ELECTRIC EASEMENT RESERVATIONS: ENGINEER NAME/SEAL: 1303 SF '� / DEMOLISH AND + /¢ EASEMENT \7 +\�\^ I REMOVE EXISTING \ _� 4491389 + _ 1 / — - —+' /^^0� \ DB 263/230 RESERVATION FOR AN EASEMENT FOR POWERLINE CROSSING LTH OVERHEAD ck / ,\\ + BRICK RETAINING WALL ELECTRIC A BR/\ DEMOLISH AND REMOVE/ / \ \ PROPERTY. NO WIDTH GIVEN. LOCATION NOT SPECIFIED, NOT s\ OF y v MAX HEIGHT: 2.00' i\\ I\ �Y/ ORO /EXISTING REOCEDARj Q,� •� `v HEMLOCKRO / \ \\. 8' /HP 'i \ , \ i i/ + \ \ PLOTTABLE. 'tJ U 1\\ DEMOLISH AND REMOVE , / + \\ BRICK / I \ \ Ilk,; EXISTING DECK, PER DB 263/440 RESERVATION FOR AN EASEMENT FOR POWERLINE CROSSING U JONATHAN F. GARBEH a c PATIO 2STORYHISTORICTAVERN ��' \O,, ARCHITECTURAL PLANS r� \ PROPERTY. NO WIDTH GIVEN. LOCATION NOT SPECIFIED, NOT PLOTTABLE No. 038568 ROOFTOP 126.7' „O Q p� `n ARBORVITAE '� `s9° Vr / , 2' \ 0CJ/1Cl/20 \p 1\ DEMOLISH AND REMOVE �/ ,y s, �� v e�y�NpO / SCREEN EXISTING EXISTING PORCH '� PORCH �.. �\ \�� VIRGINIA TELEPHONE AND TELEGRAPH EASEMENTS: Py0 / BENCHMAR \I IP POND DEMOLISH AND REMOVE / BRICK / \ i ° J DEMOLISH AND REMOVE 2 WILLOW OAK \ '`' ' `SjONAT. E� / ELEVATION /7 \& \\\� Pgno �\ / I �\ D00R1008E DEMOLISH AND ' \ DB 338/415 POLE LINE EASEMENT, 10 IN WIDTH CENTERED ON WIRES AS EXISTING PATIO ¢ EXISTING FLAG POLE SOU, DEMOLISH AND REMOVE, ROOFTOP 117.9' .~REMOVE DOGWOOD EXISTING HOUSE \ / 230SF + i', ;''` + DEMOLISH CONSTRUCTED. NO LOCATION SPECIFIED. NOT PLOTTED. UTIUTYPOLE / \, \ \ 1 STORYHOUSE ''"' ``;�� �$,'� EXISTING DOGWOOD \ DB 338/424 POLE LINE EASEMENT, 20' IN WIDTH CENTERED ON WIRES AS ARCHITECT NAME/SEAL: RIDGELINE113.25' 17�4 SF CONSTRUCTED. NO LOCATION SPECIFIED. NOT PLOTTED. MIX OF ECIOUOSLAND _ ^ \ /% + \` RAPE MYRTLE`, \ EVERGREEN \ e7R0 / / {� / \2F' i - OCIWOOD + I i WATERLINE EASEMENT: - cRAPEMYRI DB 357/219 RIGHTS TO A WELL AND WATERLINE, IN EXCHANGE FOR A g 'RESTRICTED AREA° - TO BEKEPT FREE OF BUILDINGS _ _ \ o \ I I RELEASE TO RIGHTS TO A SPRING. OR PENS OF ANY KIND; TO BE o / - STONE RETAINING WALL - _ - p USED ONLY FOR GARDENS AND MAX HEIGHT: 3.00' \ \ -� -f/ / + ' ` '` \r� + I BENCHMARK PASTURE (EXCEPTING FOR - - - Sa _ /; �`'\ \ IRON PIN ACCESS EASEMENT: HOGS OR GOATS) - _ _ '� \+w\ \ / ; / ', ' a \ '\ ELEVATION r / DB 263/230 1098.31' ' \` \ \ \ \ s� DB 263/440 A 20' WIDTH EASEMENT FFOR ACCESS, OVER THE "OLD D.S. - '�` wood sraas F ' 1. ' =' �I ` \`, '� s \ ROAD", SHOWN HEREON ON THE WESTERN SIDE OF THE PROPERTY. ` ,_ \ �` ` 32" TE PINE � unurrpoLE' `.- _ ` ` ' � +\ \ \ / � DB 4491/396 A SHARED DRIVEWAY EASEMENT SHOWN HEREON. / / !\ + \ CRAPE MYRTLE AREA OF RESTRICTED USE: DB 263/230 AREA DEFINED TO BE KEPT FREE OF BUILDING OR PENS OF \ / \ BLACK WALNUT , all ' , \ \ + ANY KIND; TO BE USED ONLY FOR GARDENS AND PASTURE (EXCEPTING o - \ FOR HOGS OR GOATS). SHOWN HEREON. Ell STEEP SLOPE OVERLAY + IIv ss \ \ \ HP HOUSE - v I Ir II y, oy -- ac i I II \ ________ -- + HOUSE I iJAPANE SEPTIC LID v TM 59-15A ' IVY ROAD RE LLC /' v f kODE6 SLOPE GRAVEL DRIVEWAY MIX OF DECIDUOUS 1i I l ,', , '� AND EVERGREEN BLOG CONIC DB 5123/91 / I' PAD T Inst 201800013717 FEMA Flood Zone X 51003CO265D, 2/4/05 �k/ Samuel Miller Magisterial District 39� 131 h�1^ 9°060;,°4y- s 110.00, // II N87'08'33'W86.82' v TM 59-15B v HALLAM ROTH DB 4263/729 /�� GRAPHIC SCALE TM 59-15 SINGLE FAMILY RESIDENTIAL ! 2D D 10 20 40 8D JERRY D BENINATE EXISTING CONDITIONS AND DEMOLITION PLAN / DB 1654/396 SGALE:1`=zo ( IN FEET ) 1 inch = 20 ft. RESIDENTIAL -MOBILE HOME a ll SIGHT DISTANCE AT IVY ROAD SGALE: I "= 20' �7 Q z w� ? Q w z O rn W a Q V M U w I 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: EXISTING CONDITIONS AND DEMOLITION PLAN DRAWING NUMBER: C-03 i v 'v 0-1 i v 3 / n v D • v / J \J Q(GP. v / � J v v T \T ll �I v GRAPHIC SCALE 20 G D v ( IN FEET ) i 1 inch = 20 ft. vl v / / ^ 0b1 0.03 / 0.011 0.07 0.0 / 0.00. 0.0 I 0.16 0.05 / 0.00 0.?� 0.41 0.06 .02 0.00 0.77 0.46 0.03 01 0. / 0.00 5.05 Q29 0.01 .00 0.00 0.00 0.00 0.000.00 I0I00, 0 00 / 0.00 0.00 0.00 0.00 Q.00 0.00� f I \ i5 ,oho_ SEPTIC LID O - „ - „ - ., - I CLEANOUT O / .. .. - ,c„A \ FqQ \ I' ?.0 / INSTALL PAVERS p i p , SEE LANDSCAPING Zoo / BEGIN GRAVEL p PLAN, C-04 A EDGE OF PAVEN / N• GRAVEL DRIVE \ PER DETAIL 1/C-06 EXISTING I STORY INSTALL BRICK PAVERS_ HOUSE pp ,�� , PER DETAIL 5/C.06 \G 7 8 INSTALL BRICK PAVERS / �Q INSTALL SCREENING FENCE PER DETAIL 61CB6 HVAC SEE LANDSCAPING PLAN, C-04 A \ EXISTING BRICK / r�Q•Q �� PATIO EXISTING 2 STORY 3.44 HISTORIC TAVERN 1612 SF ' �, N TALL CURB AT EDGE OF SPACE INSTALL BRICK PAVERS ', o EE DETAIL 2/C 6 EXISTING PER DETAIL S/C-06 POND PROPOSED ' 1 STORY EXISTING / ADDITION 1 STORY - 424SF BLDG INSTALL PAVERS PROPOSED / 230 SF SEE 2 STORY / LANDSCAPING ADDITION I ELEC PLAN 979 SF \ NVAC PROPOSED TERRACE INSTALL SCREENING FENCE \/ SEE LANDSCAPING PLAN, C44 A \ 41 II I \ \ I I 80 OVERALL SITE PLAN 56ALE: i"=20' GENERAL NOTES: rTl� 1. ALL RADII = 5' ° UNLESS NOTED OTHERWISE. ��.•LL�� 2. ARCHITECTURAL BUILDING DIMENSIONS SUPERSEDE BUILDING DIMENSIONS AS SHOWN Q ON THIS PLAN. U3. PAVEMENT AT ALL ENTRANCES SHALL MATCH THE EXISTING CROSS SECTION OF ROUTE a 250. 4. THE MAXIMUM IMPERVIOUS SURFACE AREA ONSITE IS 3100 SF(0.07 ACRES). E" 5. PROPOSED SITE USE IS COMMERCIAL OFFICE ONLY. THERE WILL BE NO RETAIL USE, -- \ o EITHER GIFT, CRAFT, ANTIQUE SHOP, OR OTHERWISE. W TOTAL ACREAGE OF PROPOSED USE = 0.06 ACRES TOTAL NUMBER OF EMPLOYEES = 4 ZuZ 6. NO SITE LIGHTING IS PROPOSED FOR PARKING AREAS. iIIIMEMq 3 7. THERE ARE NO ADDITIONAL EASEMENTS PROPOSED FOR THE SITE. A 8. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 9. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 10. 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 BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. 11. SEE LANDSCAPING SHEET BY OTHERS FOR LANDSCAPING PLAN. FIRM INFO: 12. PER MARCH 19, 2020 EMAIL FROM TOR[ KANELLOPOULOS, NO TIER 3 OR TIER 4 PLANS ARE Lineage Architects, P.C. REQUIRED FOR SUBMITTAL. P.O. Box 991 98 Lee Highway PARKING CALCULATIONS TABLE Verona, VA 24482 Phone: (540) 248-3771 AS PER 18-4.12.6 OFFICES, BUSINESS, ADMINISTRATIVE AND PROFESSIONAL (INCLUDING Fax: (540) 248-1628 MEDICAL OFFICES BUT NOT DENTAL CLINICS) Email: infoQlineagearch.com REQUIREMENT: 1 SPACE 1200 SF OF GROSS COMMERCIAL OFFICE SPACE ENGINEERNAME/SEAL: WHERE GROSS COMMERCIAL OFFICE SPACE= 80% OF THE NET SF OF THE BUILDING FOOTPRINT OR AT THE REQUEST OF �p I TH OP THE APPLICANT, THE ACTUAL NET OFFICE FLOOR AREA AS SHOWN ON � �G�A FLOOR PLANS SUBMITTED BY THE APPLICANT, DELINEATING THE ACTUAL NET OFFICE FLOOR AREA, WHICH PLANS SHALL BE BINDING AS TO THE L)JONATHAN F. GARBERa MAXIMUM NET FLOOR AREA USED. No. 038568 S 08/18/20� NET PLANS APPROVED BY KHRISTOPHER TAGGERT MAY 22, 2020 IDNAL E NET SF OF OFFICES ONLY: 1,730 sf 1730 ARCHITECT NAME/SEAL zoo = 8.65 = 9 TOTAL SPACES REQUIRED = 9 (INCLUDING 1 H/C) TOTAL SPACES PROVIDED = 9 (INCLUDING 1 H/C) 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 0.7C 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 a W U a r` w /^� ti V1 W O a I 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: OVERALL SITE PLAN T br IJIT i MONROE AND CROCKER, PC 4X 4" PT POST CLAD IN CEDAR j O(`�Q LANDSCAPE ARCHITECTURE I SITE PLANNING I ARCHITECTURE ABOVE GRADE � � POST OFFICE Box 722 . FLINT HILL, VA 22627. TEL: 540.636.4505 1X4" CEDAR LATTICE, 2" SPACING, HORIZONTALS / / I he lae hedge i D.S. TAVERN TO OUTSIDE i // �\ IVY RD. ALBEMARLE COUNTY. VIRGINIA •j I -- `� FALL 2020 PLANTI NG SCHEDULE FOR 14 JULY 2020 ARB RE -SUBMISSION / 4X 4" PT POST IN CONCRETE 8 SMOOTH WITHER // �_�) EXISX�NGSIGN \\\ / \ Botanical Name...................... Common Name ............ Q ---.Sae tY Root? D.C. I SET io RADE / a ��/ y / O \ LARGE TREES / SET BOTTOM RAIL % / / P \ — Q�cpF / aadrdstiskentuckea _._............_ ............... Yellowwood 1 2-2.5"cal ....... .................................._.... .......... ...................... B&B }................. SIDE PANEL TO DISMOUNT ABOVE GRADE % OR SET ON HINGES FOR MAINTENANCE 3" MINIMUM % / Q��( ( \ I QJG ( \, 1 I ..............._.......... Aex opaca ......................................:.:.......... American Holly 3 8-10' ht B&B i VIF D. S. TAVERN j - 3 RED CEDA / _ � 34"Tuli Poplar P P I I \ , \� Junlpems virgmlana ............. ---------•--....-. --• ----. Eastern Redcedar 3 6�' .. ...... .............................................-----��---�-------------•- ...._ --•---•------•--------�--- . ; VIF -- 3449 IVY ROAD LATTICE SCREEN TO BE STAINED PER /'/ /� �_�/ I Magnolia virginiana Sweetbay Magnolia 2 6$' ht B&B ; VIF CHARLOTTESVILLE VA 22903 LANDSCAPE ARCHITECT'S SPECIFICATION. / j' \� �_—` / �\ I\ `, ( Osbyavirginiana Hophombeam 1 2-2.5"cal B&B / m Quercus shumaniii ........._..........................'----.....---..............._..-..... Shumarti Oak 1 2-2.5"cal ............ .............. B&B ............................ jI LATTICE SCREEN ELEVATION 2"OL i j ( ;./ OraPem e � \, ; � \\ ' > Amelanchierxgrandiflord 'Autumn Brilliance' ....................._....... .......... ..........................................................................................6............... sNtAaLL rREEs Autumn BrillianceServicebeny 1 6$'ht B&B� 1/4" - 1'-0 j' /' �� /� Chionanthusvirginicus Fnngetree 3 46 ht B&B VIF —CHAMFER FOUR SIDES %i — I �— /'-- A9p I 0�\ m ..................................................................................................................................... Comus florfda - _...........................................-- Flowering Dogwood 3 6$' ht - B&B i VIF + CURRENT FIELD SURVEY RECORDED BY: OF POST TOP AT30° i / 6 PRAGUE VIBURNUM I / / O 9�. Lagerstroemia mdica'Natchez Natchez Crapemyrtle 2 810 ht B&B I / � J-\ I /— 2X 6" CEDAR TOP RAIL i / �_ // — \ / �9y� � I Cra rt!e '9 \� Stewadia monadelpha Tall Stewarda 1 8-10' ht B&B : JONATHAN GARBER, PE LINEAGE ARCHITECTS, P.C. PEAK TOP1/2" % _ I / o \or Vibumumprunlfolium BlackhawVibumum......... 3 fr8.ht B&BA PO Box9s1 I l 1� / \ypti I �� .. ----- ..........................--- ................................................ SHRUBS ..............-- ------......--- 98 LEE HIGHWAY VERONA, VA 24482 X 4" PT POST/ CLADIN 1 X CEDAR, /` 3 DOGWOO /—� Crapemyrtle I o \ / �F 1 \ Aesculus rviflora .... Qa BoglebmshBucke e 3 5 al i 9 ...... ... _ _ Cony; VIF P: 54024&3771 INSI OUTSIDE ABOVE GRADE / i I 6 \ / \\\ � ! \ . s I �` I `- Aucubajaponica'Emily Rose' Emily Rose Aucuba 4 3 gal Cont ; VIF E: JGARBER@LINEAGF.ARCH .COM FEBRUARY 3, 2020 „_ / / 1X4 CEDAR LATTICE, ,. / \ ,_` __ /../ \ \.qO� I \\. Buxussempervirens'Su8nr6cosa' .......................- English Boxwood 4 36"htlspr ........................._........................................................ B&B i VIF ING, HORIZONTALS _ I l wood / v SIDE % Iy°Tw\ \ / /' \ ` Calycanthusfloridus'Aphrodite' 'Duke AphroditeSweetshmb 3 34'ht Cont; VIF Dogwood �P..\ Cephalotaxus hamngtonia Gardens' Duke Gardens Plum Yew 8 3 gal Cont VIF FRAM _�\..Hamamelis L /\ ............................................................................................................................................................. intemledia Amold Promise Arnold Promise Witchhazel 158'tontiEDAR _ ........................ .............. ..... ................................................. ................................o.................. i /� <� / J / \ Hydrangea queroifolia e's tl#0 Sike's Dwarf Oakleaf Hydrangea 6 5 gal Cont ; VIF cL our / I \\. �\ Lioderd benzoin Spicebush 5 3 gal Cont ? VIF X 4 PCONCRPOSr / ( \ SET IN CONCRET j —� a"Ev. Magnolia /��T `�� �'\ \\ \ Mydca pensylvanica Jasminumnudiflomm Northern Bayberry 5 5 gal WinterJasmine 584 sf 3 gal Cont VIF Cont ; VIF / // - -............................. / \\ Ffis Rhododendron chinoides Chinoides Rhododendron 4 5 gal Cont ; VIF /� \ / / \� Viburnum nudum'Wintedhul Winterthur SmoothWitherod 8 4.6 ht Cont VIF I \ Viburnum pragense Prague Viburnum 6 5�'ht Cont VIF LATTICE SCREEN TO BE STAINED PER //—� j — 'I LANDSCAPE ARCHITECT'S SPECIFICATION. ' I % � l 74�' willow Oak / Q ` I \ \ \ F9 \ \ \ � \ \ GROUND Hypedcum calycinum COVER PERENNIALS BULBS VINES GRASS r r r St John's Wort 1135 sf 1 gal ^ Cont ; 18 o.c. / j 5SPICEBUSH Sarcococcahookerfanahumilis Sweetbox 115sf 1gal Cont 24"o.c. LATTICE SCREEN POST �) Lawn: Sodorseed&Straw 710sf 1 /2" = V-0" _ I V'-. ySERVICEBERRY 5 BAYBERRY / 3 FRINGETREE \ /LPG 3 BOTTLEBRUSH BUCK _ 3 SWEET SHRUB \\0 SHUMARD OAK / 7S0 LUSH STONE J H6ESHOL D Q a / / JASMINE \ EXISTING SIGN \ \ \ KEY L 1 HOPHORNBEA / \ Orvlta e p \ \ % / STEPPING STONE �� OP NG O �3Spq 0 cFs / TIMBER GUARDRAIL — �\ _ , — OHE /dame TO REMAIN Q POWER POLE \ / ADA COMPLIANT RUSHED STONE / j \ — _ CHIT OVER HEAD TELEPHONE \ 1 Dec. MaapdBa \ GRAVEL GRID o DRIVE AND PARKING ► - i, l j' / / \ OHE OVER HEAD ELECTRIC A AUCUBA T. I(JHNSWORT- ' — TREE PROTECTION FENCE EXISTING \ / / ` %` (j'� / / T BUILDING \ D Q LL BOXWOOD 2 CRAhEMYR E j �`� STREAM * SITE LIGHTING STEPPINC�SfONE /� 2 SWEETBAY / 1 HOLLY /' /�� r-- — — — —\\ \ �`\` x FA FB Do / \\\ \�`\ \ FC SpA�/ A NG j •S�WkT BOX G 0 woo 1 YELLOWWOOD / ,/ \• �F a . 1 Rqs / 1 STEWARTIA 4 RHODODENDRON p / / \\ `\ + FD O 3 BLACK HAW / � 20" Willow Oak FLUSH STONE / 1 O V j THRESHOLDEXIST NG BRICKTERRACE/./ \ D. S. TAVERN j y�:. �'' �' / / %/ % / \\\ % / \ \ \��� ROSA T. CROCPTR i WITCHHAZEL \ "RESTRICTED AREA" / , q 11 J. Geri. No. 364 r`� /� 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 HYPHEN -SUMMER / DB 263/230 ; OAK LEAF HYDRANGEA PR POSED / / KITCHEN I� crapemyrHe, \\ \ / DDITION / I 1 \ o ��," MONROE AND CROGKER, P.C. �— -- EXISTING STONE WALL ` / / - � / � \\ j ,`. EXISTING `�` WOCID FENCE 1 / LANDSCAPE ARCHITECTURE- SITE PLANMNG-ARCHITECTURE P.O. Box 722 FuNT HILL, VIRGINIA 22627 505 — ...... -- — '-- OVERLAY OF STEEP SLOPES %' _ / \ / / \ \ Dogwood 'I I ` TREE CANOPY SITE AREA = 85,537SF E-MAIL: CPC@5M0'NROECROCKER.COM ' PROPOSED / ` \ 1 / \ \ 10% REQUIRED CANOPY = 8,553.7SF 51 %EXISTING CANOPY = 43,834SFI SCALE: DATE: July 12, 2019 / /7 TERRACE \ �� —� !, Crapemyhta WOOD SCREEN FENCE I \ \1 o I I - — - FARMING LOT LANDSCAPING 1" = 10' REVISED May 23, 2020 REVISED May 26, 2020 DRAWN: I (1,q�f \ 1 / I REVISED July 13, 2020 ,WITH R_EMOVEABLE PANEL �LSAi PARKING LOT AREA = 7,748SF 5% REQUIRED = 387.4SF RC, EB LANDSCAPING 29% PROVIDED LANDSCAPING = 2,281 SF Dogwood 1 j I� IN `h PLANT HEALTH NOTE PROJECT#: F)1 C3.01 r lY^l ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE AL,I-,OWED / / \\ EXISTING / OUTBUILDING �� �/ I Black Walnut i` iI ,` O `�� I t ` r Cry \ �"` c . ` �•� ` TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS ANDTREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF - - _ - _ _ - i LANDSCAPE DSCAPE ��\�\\ THE PLANT. /\ PLAN SCALE: 1"= 10' CraPemyltle 0' 10, 20, 30, SHEEP: &O A -T!%1�. i i i ti all GRAPHIC SCALE 10 20 40 ( IN FEET 1 inch = 20 ft. LIGHTING CUT SHEETS @I SCALE: NTS D O AUTHENTIC 1)EJIGNs Thr Alm Rod War Rwpm Vamuu 05776 swvmrkntiiluMm.aim Colonial Colonial Ashley House Coach Wall Mount Lantern - FAComb Wall Mouut Lantern - FA 3M-LTJi9-W BULB SPECS: 2 MI Watt Maxi num E12 BWfis 2]00 Kelviv FINISH: Dukeoed Teme GLASS: Standard Pane IL USE EXISTING 1 STORY HOUSE TING BRICK PATIO 1 / ^ '0_01 +0.03 +0.01 +0.07 +0.0 +0.00 . +0.0� +( 16 +0.05 / ++ +0.00 0.00 0.+0.41 +0.06 .02 +0.00 ZOO +0.77 +0.46 +0.03 01 +0. / +0.00 0.00 +0.00,+5.05 \+Q29 +0.01 + .00 +0.00 / /1�0.00 +0.00 +0.00 +0.00 +0.00� +0.00__N(00 +0--00\+0 00 +0.0 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 + .00 +0.00, +0.00 + . 0 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 + 0 +0.00 *0.00 +0.0 I + + + + + + + + + + + + + 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 �.00 0.00 0.0� 0.00 0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0-0(1 AO 0.00 500 ,�0 \0.00 0,00 + 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Q. O.bD O 0.00� 0. 0 0.00 \ +0.00 +0.00 +0.00 +0.00 +O.gO Q0.00 10.00 +0.00 I.- O.bO' °1) 0 . +0.00 0 +0.00 +0.00 + 1 + + + + + + + + + + + + + + + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .00 0.00 0.00 b� O.a 0.00 0.00 +0�00 +1 +0.00 +0.00 0.01 +0.00 +0.00 +0.00 0.00 + .00 +0.00 +0.00 +0.00 +O.a +0.00 +0.00 0.00 + + 00 0.00 0.01 0.01 0.03 0.01 0.00 0.00 0.00 01.00 0.00 0.00 0.00 0. 0.00 0.00 0.00 + b 1 +0.06 +0.27 +0.05 +0.00 +0.00 +0.00 0.00 +0.00 +0.00 +0.00 +0. 0 + .00 +0.00 +0.00 +0.00 + + + + +0 + + + 444 + + + + + + + + + �+000 0.00 0.01 0. 0.13 5 .16 0.01 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 0.01 0.02 0 4,26 0.02 0.01 0.0 0.00 0.00 0.00 0.01 .01 0.01 0 1 A,Qp 0. + +0 + + + + + + + + + + + + + �0:(1,0(0.01 0.01 0.02 8 0`47 0.14 0.01 0.01 0.01 0.01 0.01 0.01 0.02 01 0 0.02 0.00 + F + + + + + + + + + + + + + +' + 0.¢1 0.01 0.01 0.02 .06 0.11 0<06 .02 0. .01 0.01 0.02 0.02 0. 3 0.03 0. 0.0? 0.6�00 + 01 0� +0.02 +0.0 0.07 +0.06 +0.04 b.42 +0.01 / + + .03 0.08 0.10 0.2 0.06 3 0.01 0.0 + 2 +0.02 \ 0.04 + +0.12 +0.05 +0.03 +0.02 '0:02 +0.03 +0.12 + 84 +0. + .47 3 0.05 +0.01 +0:00 13 0 4 + + 0,07 1. 0.08 0.05 0.03 0.03 Iy:04_,0.18; 84 .20 0. 0.10 0.01 + + \ i 1 .13 q�07/ 1 0.37 0.09 0.06 0.05 5 0.�4 1 0.74 0.65 .05 0.12 0. 1 + + + + + + + + T + + + + + 0.64 A14 0. 3 0.45 0. 2 0. 0.11 0.08 M8 0.09 5 0.22 0.30 4 0.12: 1 +6.25 % +0 � 3 + .2 +0.88 + +0.76 +0.2 + .18 +0` 3 +0.09 .13 +0.12 +0.16 + .65 +0. \ + + + 3. 1.000 1. 5 8.2 2.56 0.43 .57 7 0.1 0.25 0.09 0.08 .07 .02ii 4 + .20 + 1 . + + .82 +0.83 5.1 +0.5 +0.90 , 0.09 +0.05 +0. 2 \ \ + + + 0.00 0.01 .04 .17 O. EXISTING 2 STORY HISTORIC TAVERN + + 1.7 1 + + 5 0.97 1 + + 9 0.0 .030 \ 1 + + 0.00 0.01 0.02 0.0 +0.01 +0.01 +0.04 + .1 +0.17 1612 SF + + + 3. + +- + 58 1.6 0 + +0 + + 0.0 0. +0.07 +0.02 \ 77 3 PROPOSED \ ' + + 0.01 0.03 + 0.15 + .39 1 STORYEXISTING ADDITION + 0. 1 + 0.04 +0.11 0.00 F 1 STORY BLDG 3 \\ OPORFn 230 SF \ 2 STORY U' ADDITION ELEC HVAC i� 979 SF PROPOSED \ \� TERRACE 110.00, Oy`ri0,40 yzp y61 \ \ \ o L-16138 - FB I5'/" hlBh x S" wide x 5 q"amp 1.mleve6v, TwornneelabralEela 60 wan maxead/=KnIKelvin Inl;ma mratdra_wa. PW,M1 L tTN-0LCC dahlead coatcoppec maaa h cc-ItiE nano moat rmlomnon Bba: VAUGHAN WA0131 KingStnn Wall Iantem - FIC T1xveL� Fli Bmns WPA131.BZU% SA„ all Inc WM131A.UX Bu65peH6o12pn Bulb Base EI2 Grdeaba Base MaxWm3ge Ne Bulb Supplied Np Vaughan Recommends LEDRRIIIWSDOIm Fora brighter light, a bulbwith a higher lumen ougaut an be used. le° Fortherlrftner bn Suitibleforoutdooruse. y" c �L 4F IItiT® Phlan NkwEThese noes axetrguWanreony.Vauglun accepts nD eespedi Saran, InstalMtlOn using the aboc natm-Eefimi dechion pn Instzihtbn remains w%h theirmiler. vaughandesigns.mm A N N- M O R R I S N E W Y O R K 239EASf AOTHSTREET,NEWYORK,NYiW12 Uii(212) 7554K08 FAX(212) S364B55 EMAIL: I nnmoola.mn W EBSRE: wxwannmpMa.mn MORRISLIGHT-FD FINISH: STATUARI'BRON2E r DIAMETER XC DEPTH LAMPING: (2) SOCKETS PER FIXTURE-UPTO40 WATTS MRSOCKET INCANOESCENT OR UPTO W WATTS PER SOCIOiT LEO IPMPSASE: MEDIUM SASE (EN) 2T00K UL LISTED FOR OUTDOOR USE A-M I I \ I I I I. SITE LIGHTING PLAN SCALE: 1 `= 2D' 4 Cornem 3000K LED Deck Light Textured Architectural Bronze 16d1AM0RexL nxdArctike¢uvl Brv¢e) py UrtlnuWm/Pslnumm ex mva.wam w.= wuamL�mwwoaov OkMmloiu y.r rw0v i ehmur v wrm,a�omsaFnv I aw. Protomwtuw - - PrMnlwLvamgne w av2aa.n�ilaamwt ux nm ar eeew SaWfloWoo xnmrxM MIIbnIMaM • rmr:aAreuNmulaure • r aaalau w..a�mw si»>n+...a....u=.a.a..b.� KICHLER. ,. .... •. w. r •.. • �...,., ' �HYDREC LEGEND KEY LUMINAIRE TEMP. OUTPUT QTY. AASHLEYn O ESI WALL MOUNTL 2700 KELVIN 980 LUMENS 7 DEEP LANDNG 13 6IB S ONCE HOP 2700 KELVIN 980 LUMENS F VA WALLLANITERN ON 2700 KELVIN -1 490 LUMENS L ANN MORRIS-MORRIS LIGHT 2700 KELVIN 980 LUMENS 10 KICHLER-4 CORNERS LED DECK LIGHT 3000 KELVIN 43 LUMENS 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. 1 NEVER EXCEED 3,000 LUMENS. FURTHER RESTRICTIONS ON LUMENS MAY BE IMPOSED BY THE ARB. i 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. ASPEN LED 12V/120V LED HIGHLIGHTS . Aaem n - bkhramrrory olmoumNa ,b''�am, I Iud ass dwell �., s„a„d •Sur�bra I _ - .Im.aralalwL tzw • UmmaNewxn wwroluaa mas^aareimm.� . Teparedaure Io1 •An labl.m®LAl a,dww •" . n6nm pMENB10N6 LUMEN PACKAGES c v v BTAlDARD DISTROUTION avmmmmm©oo©av avavmav aom . . . . . . avmmmmmavas.avm©ace av ®�ommmmmoom©om ommmmmoomoom©ommom0o ®mmmmm©ommomo0moom©o avmmmmmavavmavava�avavmavomavav avmmmmmavommomoamm om©av ommmm©®om®000uomoo©o n�mmmmoaoaoa�avavm©av©mu©a©ace as�mmmmc3avavernavavmao�av ommmmmoom®omoo er+aav� oc-satrvo moo m©o ommmmouavoavavmaoo av �Eoavavmcr.avmayeue-sao�av meta u mavav Mmire. ©mmmmmar�avmavavmavav ommmmo©m®amoom©umm Er�atr�rJE�aatr�aca avmmm.kEnu. oavmoavmauumav� au PA au ©©mmmVJp©Wei 1(13111EME �OJ©El omMud" moom©om©0m©© n�mmmm®a©avma�oma®oama®oma®o avmmmma�av©a�avava�avaysoavava�avav ommmm©©o©mom©om©o ommmmoavaum. avooav©avavoavav �ewaoeaxV wa.n uaars.��a •D..I;a.... wn,, em/assswonw • w.wnrawm., _ rTz F Q Wd z � T 1 M'--ll o w ZU0 z P4 A IL 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@iineagearch.com ENGINEER NAME/SEAL: .FAITH i . JONATHAN F. GARBER a No. 038568 %0811b120 ti SIONAL E ARCHITECT NAME/SEAL W aJ a w � � LEI O ti V1 W r^' a I 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: SITE LIGHTING PLAN DRAWING NUMBER: C-04 B i r { TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES Per Acre Per 1000 sq. ft. Mulches Notes Free from weeds and Straw or Hay 1 - 2 tons (Minimum 2 tons 70 - 90 lbs. coarse matter. Must be for winter cover) anchored. Spread with mulch blower or by hand. Do not use as mulch for Fiber Mulch Minimum 1500 lbs. 35 lbs. winter cover or during hot, dry periods. Apply as slurry. Cut or shredded in 4-6" lengths. Air-dried. Do not Corn Stalks 4 - 6 tons 185 - 275 lbs. use in fine turf areas. Apply with mulch blower or by hand. Free of coarse matter. Air-dried. Treat with 12lbs Wood Chips 4 - 6 tons 185 - 275 lbs. nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Free of coarse matter. Bark Chips or Air-dried. Do not use in fine Shredded Bark 50 - 70 cu. yds. 1 - 2 cu. yds. turf areas. Apply with mulch blower, chip handler, or by hand. ' When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs. / ac. or 45 lbs. / 1000 sq. ft. Source: Va. DSWC 5 'n 11 R= TABLE 3.39-A ADHESIVES USED FOR DUST CONTROL Water Application Dilution Type of Rate Adhesive (Adhesive: Water) Nossle Gallons/Acre Anionic Asphalt Emulsion 7:1 Coarse Spray 1,200 Latex Emulsion 12.5:1 Fine Spray 235 Resin in Water 4:1 Fine Spray 300 Acrylic Emulsion 7:1 Coarse Spray 450 (Non -Traffic) Acrylic Emulsion 3.5:1 Coarse Spray 350 (Traffic) Source: Va. DSWC v GRAPHIC SCALE v 30 0 15 30 60 ( IN FEET ) i 1 inch = 30 ft. v S ll J TING BRICK PATIO / SF -TP / = 1 MU U 0 gi EXISTING 1 STORY HOUSE , I. NOTE: SEE LAN 9'00. ',,P.O 0.16----005 ' = ' I - I 0.00 P. 0.41 0.06 .02 , 0.00 0.77 0.46 0.03 :01 0. 0.00 ,b. ' 5 .20 0.01 .00 `0.00 0.00, 0/00 0.00 .00 0. o:af) 0:00 ; 0.00 0.00 0.00 .00 0.0 -- I I I ` -- o x� I CIP, OleO TP� DC 98.50' B/C \ CRS TSSP k\x SF - ----- ---- - C I EXISTING 2 STORY HISTORIC TAVERN \ _ ` 'I I / Irt\ SF 1612 SF 98.8.� I , 1 0.9 3' I I 1� m 1 STORY ADDITION 424 SF EXISTING VVI \ 1 STORY BLDG 230 SF A`, , 110 Non' l0 DIRECTION OF PROPOSED FLOW SGALE: 1 `50' PROPOSED 2 STORY ADDITION 979 SF PROPOSED TERRACE 20 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 GENERAL EROSION AND SEDIMENT CONTROL NOTES SHEET BY OTHERS FOR LANDSCAPING PLAN. T 1 C/.) z 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 U A REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS (4VAC50-30). d r^W ES-2: THE PLAN -APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION ` z CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK 0 PRIOR TO THE FINAL INSPECTION. THE NAME OF THE RESPONSIBLE LAND DISTURBER MUST BE PROVIDED TO w THE PLAN -APPROVING AUTHORITY PRIOR TO ACTUAL ENGAGEMENT IN THE LAND -DISTURBING ACTIVITY SHOWN ON THE APPROVED PLAN. IF THE NAME IS NOT PROVIDED PRIOR TO ENGAGING IN THE LAND -DISTURBING ACTIVITY, THE PLAN'S APPROVAL WILL BE REVOKED. Z U C7 z uu ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS SOON AS THE FIRST STEP IN CLEARING. P4 A ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 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), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE FIRM INFO: PLAN APPROVING AUTHORITY. Lineage Architects, P.C. ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL P.O. Box 991 MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN 98 Lee Highway Verona, VA 24482 \ I APPROVING AUTHORITY. Phone: (540) 248-3771 Fax: (540)248-1628 ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES Email: info@iineagearch.com DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED, AFTER WHICH, UPON APPROVAL OF THE PLAN -APPROVING AUTHORITY, THE CONTROLS SHALL BE ENGINEER NAME/SEAL: REMOVED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE REMOVAL OF \ TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. I TH OP \ \ ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. � JONATHAN F. GABBERER a \ No. 038568 \ ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST EVERY 2 WEEKS AND S 08118120 \ \ IMMEDIATELY AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO SIONAL MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. Er \ ARCHITECT NAME/SEAL ES-10: THE CONTRACTOR IS RESPONSIBLE FOR THE DAILY REMOVAL OF SEDIMENT THAT HAS BEEN TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE. ES-11: SEEDING OPERATIONS SHALL BE INITIATED WITHIN 7 DAYS AFTER REACHING FINAL GRADE OR UPON SUSPENSION OF GRADING OPERATIONS FOR AN ANTICIPATED DURATION OF GREATER THAN 30 DAYS OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIC AREA. 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 BAY PRESERVATION AREA (CBPA) OR 10,000 SQUARE FEET OR GREATER OUTSIDE THE CBPA. FOR /CHESAPEAKE MORE INFORMATION VISITTHE VIRGINIA STORMWATER MANAGEMENT PROGRAM PERMITTING WEB PAGE AT: h"p://www.deg.virginia.gov/Programs/Water/StormwaterManagement.aspx ------------ GRADING/E&SC PLAN SCALE: 1 "=20' E&SC LEGEND N0. TITLE KEY SYMBOL] __ W a CONSTRUCTION ROAD (`o cRS� j o 3.03 STABILIZATION CR FTC o W 3.05 SILT FENCE S F X X X QI O r w d W z U C7 3.07 STORM DRAIN I P 0 INLET PROTECTIONCULVERT 3'08 INLET PROTECTION C I P 3.30 TOPSOILING TO TO I COMMENTS 8/18/20 1 SITE SUBMITTAL 7/13/20 3.31 TEMPORARY SEEDING TS TS NO. REVISION/ISSUE DATE JOB NUMBER: 19066 3.32 PERMANENT SEEDING PS P$ DATE: MAY 26, 2020 DRAWN BY: JMT 3.35 MULCHING MlJ MU APPROVED BY: JFG DRAWING DESCRIPTION: 3.39 DUST CONTROL DG' DC GRADING/E&SC PLAN DRAWING NUMBER: TOPSOIL STOCKPILE TSSP rssP C-OS i Erosion and Sediment Control Narrative 797:7 DS Tavern Date: August 18, 2020 Lineage Project No. 19066 PREPARED BY: LINEAGE ARCHITECTS, P. C. 98 LEE HIGHWAY PO Box 991 VERONA. VA 24482 v Topsoil shall be stripped from areas to be graded and stockpiled for future use on the site. The Erosion and Sediment Control Administrator shall approve stockpile locations. Stockpiles shall be temporarily seeded and protected with silt fence. When the topsoil is v spread over the graded areas, it shall be placed in 2-4 inch compacted lifts. Topsoil hauled offsite shall be disposed of in an approved area as directed by the Erosion and Sediment Control Administrator. i 2. Temporary Seeding - 3.31 The topsoil stockpiles and all areas to be rough graded during the course of the project v shall be immediately seeded with temporary vegetation upon completion of grading operations. The appropriate seed mixture will be dependent upon the time of year it is to be sown. Seeding information is given below. The Erosion and Sediment Control Administrator must approve any deviation from these mixtures. NOTE: T Stabilization measures shall be applied to earthen structures such as dams, dikes, diversions, and sediment basin embankments immediately after construction of the said 1 structure. 3. Permanent Seedina - 3.32 Permanent seeding shall be completed within seven days from achieving final grade of vlthe site. i i i 4. Mulching - 3.35 Areas that have been permanently seeded shall be mulched immediately following seeding. It is the Contractor's responsibility to take steps that the permanent seeding 9 P Y P P 9 establishes successfully. Organic mulches are preferred -chemical mulches will be accepted following Owner's approval. PERMANENT STABILIZATION Permanent stabilization shall be applied to denuded areas immediately after final grade is achieved on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain undisturbed for more than 14 days. Permanent stabilization shall be applied to areas left dormant for more than one year. Seeding shall be conducted in accordance with the latest edition of the Virginia Erosion and Sediment Control Handbook. Permanently seeded areas shall be protected during establishment with straw mulch. Hydro -seeding also requires straw mulch protection. Seeding and fertilization shall be in accordance with the following specifications: TEMPORARY SEEDING PLANTING DATES SPECIES RATE IN LBS. PER ACRE 50-100 lbs/acre Sept. 01 - Feb. 15 -Annual ryegrass (Lolium Multi-Florum) 50% -Cereal Winter Rye Secale Cereale 50% 50-100 lbs/acre 5 This narrative describes the erosion and sediment control measures to be emplaced for the renovation of an existing house previously containing an antique shop to office use, associated parking improvements, and landscaping upgrades at DS Tavern located east of Ivy along US Route 250 in Albemarle County, VA. PROJECT DESCRIPTION The project consists of grading and site work necessary to prepare an area for an addition to the P 1 9 9 Y P P existing building, upgraded parking lot, and landscaping improvements. The lot is owned by Ivy Road RE, LLC., and currently is a well maintained grass area with associated walks and a gravel parking area. Total disturbed area associated with this project is approximately 0.19 acres with all treated by use of silt fence. An increase in impervious surface of approximately 0.05 acres is anticipated. Please note that the new addition and patio on the rear of the structure have slightly less square footage of impervious surface than the existing condition. The project is should complete in May of 2021. EXISTING SITE CONDITIONS Vegetative Cover - The site is currently a well maintained grass area with a gravel parking lot. Note that undisturbed areas have heavy forest. Topography - The site drains to an unnamed tributary of Ivy Creek. ADJACENT PROPERTIES To the east a residential lot owned by Ivy Road RE, LLC. To the north is US Route 250. To the west is a residential property. To the south is a forested area. Sheet C-03 of the accompanying plan set provides additional information on the adjoiners. There are no known environmentally sensitive areas within the project. A Tier III groundwater study has been performed for this area. The study concludes that this development will have no adverse effects on groundwater. A copy is attached. Any necessary offsite waste or borrow areas must be approved by the Albemarle County E&SC Administrator prior to their use. SOILS "83, Colvard Fine Sandy Loam, 0 to 2 percent slopes, occasionally flooded" as reported in the Soil Survey for Albemarle County. The soil for Colvard is observed to be hydrologic soil group "A" and the drainage class is "well -drained". The soil is observed to have a minimum depth to bedrock of 80 inches, with permeability ranging from 1.98 in/hour to 5.95 in/hour, while the water storage capacity is "moderate". The soil discussion above is based on reports available from the NRCS Websurvey. 2 Feb. 16 -Apr. 30 -Annual ryegrass Lolium Multi-Florum 100% May 01 -Aug. 31 -German Millet Setaria Italica) 50 lbs/acre 100% PERMANENT SEEDING REQUIRED CARE LEVEL SPECIES (COMMERCIAL OR RATE IN LBS. PER ACRE RESIDENTIAL) 200 - 250 Ibs/acre Minimum -Kentucky 31 or Turf -Type Tall Fescue 90-100% -Improved Perennial Ryegrass 0-10% -Kentucky Bluegrass 0-10% 125 Ibs/acre High -Minimum of 3, Maximum of 5 Varieties of Bluegrass from approved list for use in Virginia 150 lbs/acre General Slope, 3:1 or less -Kentucky 31 Fescue 85% -Red Top Grass 3% -Seasonal Nurse Crop** 12% General Slope, Greater than 3:1 150 lbs/acre -Kentucky 31 Fescue 0 70 /o -Red Top Grass 0 3 /o -Seasonal Nurse Crop** 13% -Crownvetch**** 14% **Seasonal nurse crop to be selected according to time of year when sowing will occur. Seed will have short germination period for weed and erosion control. ***Weeping Lovegrass may also be included in any slope or low -maintenance mixture during warmer seeding periods. Add 10-20 Ibs/acre in mixes. If Flatpea is used, increase to 30 lbs/acre. All legume seed must be properly inoculated. MAINTENANCE In general, all erosion and sediment control measures shall be checked daily and after each rainfall. The following items shall be checked in particular: 1. The silt fences shall be checked daily for undermining, deterioration, and functioning ability. 2. All seeded areas shall be checked for adequate growth. If adequate growth is not evident, the area shall be re -seeded to prevent the soils from eroding. Additional mulching shall be applied as necessary and appropriate. 3. All temporary erosion and sediment control measures shall be removed only when authorized by the Erosion and Sediment Control Administrator. 4. Trapped sediment and the disturbed soil areas resulting from the removal of the temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. f3 CRITICAL EROSION AREAS No areas are expected to exceed the E&S capacities of typical standards of care. EROSION AND SEDIMENT CONTROL MEASURES AND STRUCTURAL PRACTICES Unless otherwise noted, the structural and vegetative practices shall be constructed and maintained accordingto the Minimum Standards of the Virginia Erosion and Sediment Control 9 Law, Regulations and Certification Regulations and Specifications outlined in the latest edition of the Virginia Erosion and Sediment Control Handbook. The following summaries are for quick reference only and do not preclude any requirements or standards listed in the Virginia Erosion and Sediment Control Handbook. Also, other measures not specifically listed here or on the construction plans may be required to keep the site within regulatory compliance during construction. The need for such items may not be evident until the beginning of construction. The County representative will determine the need for additional erosion and sediment control measures. 1. Construction Road Stabilization - 3.03 Construction road stabilization requires the placement of stone immediately after grading of any access or construction road. This shall serve to reduce the possibility of erosion and rutting while supporting construction traffic. Temporary stabilization shall be at least 14' in width. Drainage ditches shall be constructed as necessary, and shall be protected by silt fence where appropriate. If necessary, consult the Engineer for additional design to appropriately manage sediment -laden runoff. The minimum stone applied shall be 6" of VDOT #1 Coarse Aggregate. At the Owner's discretion, this may remain in place to serve as a base for final stone application. Periodic top dressing shall be performed as required. Roadside ditches and other drainage structures associated with the road shall be checked regularly to ensure that they do not become clogged with silt or other debris. 2. Silt Fence Barriers - 3.05 Silt fence barriers shall be installed at locations shown on the Erosion and Sediment Control Plan to filter sediment -laden runoff and decrease the velocity of sheet flows and low -to -moderate level channel flows. Wire reinforced silt fences are required. 3. Culvert Inlet Protection -3.08 Culvert Inlets prevent sediment from entering and being transferred by culvert and associated drainage system prior to permanent stabilization of a disturbed project area. Culvert and associated drainage system is to be made operational prior to permanent stabilization of the disturbed drainage area. The structure shall be inspected after each rain and repaired as needed. When clogged voids are causing ponding, aggregate shall be cleaned. Sediment shall be removed when accumulated to half of the depth of the structure. Removal shall only occur after permanent stabilization of the upslope area. 4. Dust Control - 3.39 The contractor shall take measures to reduce the surface and air movement of dust, which may present health hazards, traffic safety problems or harm animal and plant life during land disturbing and construction activities. Spray of water may be used if desired. 3 5. Long term maintenance of all E&SC associated items is the sole responsibility of the Owner. Maintenance for Construction Road Stabilization Both temporary and permanent roads and parking areas may require periodic top dressing with new gravel. Seeded areas adjacent to the roads and parking areas should be checked periodically to ensure that a vigorous stand of vegetation is maintained. Roadside ditches and other drainage structures should be checked regularly to ensure that they do not become clogged with silt or other debris. Maintenance for Silt Fence 1. Silt fences shall be inspected immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. 2. Close attention shall be aid to the repair of damaged silt fence resulting from end runs P P 9 9 and undercutting. 3. Should the fabric on a silt fence decompose or become ineffective prior to the end of the expected usable life and the barrier still be necessary, the fabric shall be replaced promptly. 4. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. P PP Y 9 5. Any sediment deposits remaining in place after the silt fence is no longer required shall be dressed to conform with the existing grade, prepared and seeded. Maintenance of Culvert Inlet Protection 1. The structure shall be inspected after each rain and repairs made as needed. 2. Aggregate shall be replaced or cleaned when inspection reveals that clogged voids are P P 99 causing ponding problems which interfere with on -site construction. 3. Sediment shall be removed and the impoundment restored to its original dimensions when sediment has accumulated to one-half the design depth. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode and cause sedimentation problems. 4. Temporary structures shall be removed when they have served their useful purpose, but not before the upslope area has been permanently stabilized. Maintenance Durina Topsoilin Before topsoiling, establish needed erosion and sediment control practices such as diversions, grade stabilization structures, berms, dikes, level spreaders, waterways, sediment basins, etc. These practices must be maintained during topsoiling. Grading: Previously established grades on the areas to be topsoiled shall be maintained according to the approved plan. Liming: Where the pH of the subsoil is 6.0 or less, or the soil is composed of heavy clays, agricultural limestone shall be spread in accordance with the soil test or the vegetative establishment practice being used. Bonding: After the areas to be topsoiled have been brought to grade, and immediately proir to dumping and spreading the topsoil, the subgrade shall be loosened by discing or scarifying to a depth of at least 2 inches to ensure bonding of the topsoil and subsoil. 7 Apply water until disturbed soil is damp, but not wet, and repeat as necessary. If adhesives are used, follow the chart on sheet C-05 A. E&SC CONTROL METHODS The following guidelines shall be utilized in the planning of construction: 1. The silt fence shall be constructed as a first step in the land disturbing activity and shall be functional before up slope land is disturbed. 2. Construction shall be sequenced so that grading operations can begin and end as quickly as possible. 3. Temporary seeding and other stabilization shall follow immediately after the site is stripped of topsoil if it is determined that final grading will not begin within 14 days. 4. The excavator shall be responsible for the installation and maintenance of all Erosion and Sediment Control practices in full accordance with applicable local and State regulations, whether or not such regulations are listed in this Narrative or shown on the Plan. NOTE: The contractor shall install sediment trapping measures as the first step in construction. Once in place, the contractor shall strip topsoil and begin grading operations. The contractor shall ensure that at the end of each working day all erosion and sediment control measures are in place and functioning properly. This will be strictly enforced. These controls shall be in effect during the remaining development, which includes final grading, utility construction, and paving. CONSTRUCTION SEQUENCING NOTES: The following construction sequence shall be utilized to ensure that the proper erosion and sediment control practices are in place and fully operational prior to upslope land disturbance. Although not listed in the steps below, construction road stabilization and dust control measures shall be held in force at all times during all phases. 1 -Install silt fencing. 2 -Arrange pre -construction conference with Owner's rep, Builder, County E&SC Inspector and Engineer prior to commencing any land disturbing activities 3 - Rough grade the site. Extra topsoil may be placed on the temporary stockpile as necessary. 4 -Upon receiving certification of stabilized surfaces, remove silt fence. All measures shall be removed from the upslope areas moving down the slope. All non-hardscaped or non -built areas shall be treated according to the following section prior to project completion. 1. Topsoiling - 3.30 4 Maintenance of Temporary Seedina (Reseedin Areas which fail to establish vegetative cover adequate to prevent rill erosion will be reseeded as soon as such areas are identified. Maintenance of Permanent Seeding (New Seeding) In general, a stand of vegetation cannot be determined to be fully established until it has been maintained for one year after planting. Irrigation: New seedings should be supplied with adequate moisture. Supply water as needed, especially late in the season, in abnormally hot or dry weather, or on adverse sites. Water application rates should be controlled to prevent excessive runoff. Inadequate amounts of water may be more harmful than no water. Re -seeding: Inspect seeded areas for failure and make necessary repairs and reseedings within the same season, if possible. a. If vegetative cover is inadequate to prevent rill erosion, over -seed and fertilize in accordance with soil test results. b. If a stand has less than 40% cover, re-evaluate choice of plant materials and quantities of lime and fertilizer. The soil must be tested to determine if acidity or nutrient imbalances are responsible. Re-establish the stand following seedbed preparation and seeding recommendations. Maintenance of Mulching All mulches and soil coverings should be inspected periodically (particularly after rainstorms) to check for erosion. Where erosion is observed in mulched areas, additional mulch should be applied. Nets and mats should be inspected after rainstorms for discoloration or failure. If washouts or breakage occur, re -install netting or matting as necessary after repairing damage to the slope or ditch. Inspections should take lace u until grasses are firm) established. Where P P P P 9 Y mulch is used in conjunction with ornamental plantings, inspect periodically throughout the year to determine if mulch is maintaining coverage of the soil surface: repair are needed. Maintenance of Dust Control 1. Permanent Vegetation- The application of permanent seeding and saving existing trees and large shrubs can help reduce soil and air movement from construction sites. 2. Stone- Crushed stone or course gravel can be used as a permanent cover which will provide control of soil emissions. E Wiz O 14 F \/ La `W d l Z W� a ZUZ ~M4 ;:4 d A 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� VON U JONATHAN F. GARBER > No. 038568 SO&W204'1� ti `SIONAL E� ARCHITECT NAME/SEAL: 1 1 NO. COMMENTS 1 8/18/20 SITE SUBMITTAL 1 7/13/20 REVISION/ISSUE I DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: E&SC NARRATIVE DRAWING NUMBER: C-05 A i { �1 4" #57 STONE SECURED w/ GravelPave OR APPROVED EQUIVALENT 4" HEAVY STONE 12" RDC, COMPACTED w/ SHEEP'S FOOT ROLLER IN TWO EQUAL LIFTS I=1 I I1 I I1 I I1 I I I I I=1LI I1 I I=1 I I I I I1 I I1 I I1 I I1 I I 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 CG-2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3' (15' DEPTH) OR INCREASED AS MUCH AS 3" (21' DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED, STANDARD CG-31S REQUIRED. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 CG-2 DETAIL SCALE: NTS CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4" x 4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 7 / ��� FLOW 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. FII SILT FENCE DETAIL SCALE: NTS C-06 CURB / EDGE RESTRAINT SOLDIER COURSE 90 DEGREE HERRINGBONE PATTERN A INE 01p ON - v SOLDIER COURSE EDGE WITH 90 DEGREE HERRING BONE PATTERN PAVER PLAN AND SECTION SCALE: NTS DRAWING N0. SCALE ICPI-42 F.S. STANDARD ALUMINUM SI6N ALUMINUM "VAN-AGGESSIBLE" SI6N 2"X2" STL. TUBE, EXTEND 2'-O" INTO GONG. FILLED PIPE 6" DIA. STD. STL. PIPE FILLED WITH CONCRETE #6 BARS EACH WAY THRU PIPE �II RESERVED PARKING O PENALTY $WAWA FINE OW AWAY ZONE VAN -ACCESSIBLE HANDICAP PARKING SIGN 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: TH OF JONATHAN F. GARBER > No. 038568 �08/18/20�� ti �`SjONAL E�� ARCHITECT NAME/SEAL: — 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 Q > — GEOTEXTILE 12" (300 MM) WIDE, D� a TURN UP AGAINST CURB U — COMPACTED AGGREGATE BASE — GEOTEXTILE AS REQUIRED F TURN UP AT SIDES OF BASE W w z x Gn Q K W ? z C/] w ---- ----------- Y Y e I IN C11—I 1 1-1 1 1-1 1 1-1 1 II COMPACTED SOIL SUBGRADE COMPACTED AGGREGATE OR CONCRETE BEDDING NOTE: 1. EDGE RESTRAINT SHOULD BE MINIMUM 6 IN. (150 MM) WIDE FOR STREET APPLICATIONS. 2. EDGE RESTRAINT MAYBE EVEN WITH TOP OF CONCRETE PAVERS. 3. THICKNESS OF AGGREGATE BASE WILL VARY WITH SUBGRADE CONDITIONS AND CLIMATE. COLDER CLIMATES MAY REQUIRE THICKER BASES. STREET PAVEMENT WITH FULL -DEPTH PRECAST CONCRETE OR CUT STONE CURB DRAWING NO. SCALE ICPI-51 F.S. I COMMENTS 8/18/20 1 SITE SUBMITTAL 7/13/20 NO. REVISIONQSSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: CONSTRUCTION DETAILS DRAWING NUMBER: C-06 1 1 i 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.) a 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 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 T COVER THE TOP OF THE ROOT MULCH RING 1800 MM (6 FT.) BALL WITH SOIL. DIAM. MIN. 2400 MM (8FT.) DIAM. 100 MM (4 IN.) HIGH EARTH PREFERRED SAUCER BEYOND EDGE OF ROOT BALL. IIII i nOJ� pi�i�i ii illllli ^rrvlllUilli111111111N1111111 REMOVE ALL TWINE, ROPE AND 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 SCALE: NTS TREE FENCING AND ARMORING DETAIL SCALE: NTS DRIP LINE PROTECTIVE DEVICE n MAXIMUM LIMITS OF CLEARING AND GRADING A PROPOSED GRADING \ n, ,w ,r • NOW w w w r i MIN 5' N WHERE DRIP LINE IS LESS THAN 5' w 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@iineagearch.com ENGINEER NAME/SEAL: TH OF JONATHAN F. GARBER a No. 038568 S08/18/20 A ti �SIONAL E' ARCHITECT NAME/SEAL a Q I COMMENTS 1 8/18/20 1 SITE SUBMITTAL 7/13/20 NO. REVISIONIISSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: LANDSCAPING DETAILS DRAWING NUMBER: C-07