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SDP202100077 Plat - Submittal (First) 2021-10-06
i 1 i on 51 vl i VIRGINIA SETBACKS AND BUILDING HEIGHT C-1 COMMERCIAL ZONING DISTRICT 712212om abemado county, VA code or oMlnanms Sec. 4.20- Setbacks and stepbacks in conventional commercial and industrial districts. Setbacks and stepbacks shall be provided as follows. a. Conventional commercial districts. The following shall apply within the C-1, CO, and HC districts: Setbacks Front -Minimum 10 feet from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way; for off- street parking or loading spaces, 10 feet from any public street right-of-way Front -Maximum 30 feet from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way, provided that this maximum setback shall not apply to any structure existing on June 3, 2015 and to any structure depicted on an approved final site plan that is valid on June 3, 2015 as having a front setback greater than 30 feet; none, on any lot, including a corner 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 (ii) no off-street parking or loading space shall be located closer than 20 feet to the district boundary. If the abutting lot is zoned commercial or industrial, any primary structure shall be constructed and separated in accordance with the current edition of the Building Code. Side and Rear -Maximum None Figures Figures 1 through 6 are for illustration purposes only. If there is a conflict or inconsistency between a regulation In section 4.20 to which a Figure pertains and the Figure itself, the regulation is controlling. In addition, Figures 1 through 6 merely illustrate specific requirements and do not show all applicable requirements of the applicable district regulations. Figure 1 Sec. 21.4 - Height regulations. Except as otherwise provided in section 4.10structures may be erected to a height not to exceed 65 feet. The minimum stepback requirements for any story that begins above 40 feet in height or for each story above the third story, whichever is less, in height shall be as provided in section 4,20. (4 20-21.4, 12-10-80; 9-9-92; Ord, 15-1814), 6-3-15; Ord. 17-18(4) , 8-9-17) SDP202000062 MINOR AMENDMENT �Y�•-:- ��' ; ��r r9 D S TAVERN ' x • x 677 ALBEMARLE COUNTY, VIRGINIA, �r - LINEAGE JOB #19066 e INDEX OF SHEETS DESCRIPTION SHEET NO. TITLE SHEET . ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . C-01 GENERAL NOTES . C-02 EXISTING CONDITIONS C-03 EXISTING ZONING, SETBACKS, AND EASEMENTS C-03 A OVERALL SITE PLAN.. C-04 LANDSCAPING PLAN (BY OTHERS) . . . . . . . . . . . . . . . . . . . . . . C-04 A SANITARY SEWER PLAN .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. C-04 B SITE LIGHTING PLAN C-04 C SANITARY FORCE MAIN PROFILE C-04 D GRADING / E&SC PLAN . . C-05 E&SC NARRATIVE . . . . . . . C-05 A E&SC NARRATIVE, PROPOSED OVERLAND FLOW, & DRAINAGE AREA C-05 B CONSTRUCTION DETAILS. . . . . . . . . . . ...... . . . . . . . . . . . . . C-06 HANDICAP PARKING LAYOUT & CONSTRUCTION DETAILS C-06 A LANDSCAPING DETAILS . . . . . . .. .. .. C-07 GENERAL PROPERTY INFORMATION PROPOSED USE: BUILDING ADDITION FOR 3100 S.F. OF OFFICE SPACE. 9 ADDITIONAL PARKING SPACES. OWNER: IVY ROAD RE LLC. 1. TAX MAP : 059000000015AO 2. ZONING: a. PROPERTY IS SPLIT -ZONE C-1 COMMERCIAL AND RA RURAL AREA b. PROPERTY IS LOCATED WITHIN THE ENTRANCE CORRIDOR OVERLAY DISTRICT c. PROPERTY IS SUBJECT TO PROFFERS PER ZMA198400026 d. PROPERTY HAS CRITICAL STEEP SLOPES 3. MAGISTERIAL DISTRICT: SAMUEL MILLER DISTRICT 4. WATERSHED: SOUTH FORK RIVANNA WATER SUPPLY WATERSHED 5. THE PROPERTY IS NOT LOCATED WITHIN THE ACSA JURISDICTIONAL AREA AND DOES NOT HAVE ACCESS TO PUBLIC WATER/SEWER. 6. DATUM REFERENCE: BENCHMARK AXLE - 1534.90' PROPERTY INFORMATION FOR TMP 59-15A1 OWNER: IVY ROAD RE LLC. 1. TAX MAP : 059000000015A1 2. DB REFERENCE: 5123/91 DESIGNER: LINEAGE ARCHITECTS, P.C. ATTN: JON GARBER P.O. BOX 991 98 LEE HIGHWAY VERONA, VIRGINIA 24482 PHONE: (540) 248-3771 DEVELOPER: 704 CAPITAL, LLC VICINITY MAP (SCALE 1:2000) 5I6NATURE PANEL: DEPARTMENT OF GOMMUNITY DEVELOPMENT: PLANNING S ZONIN6 ENGINEERING IN5PEGTIONS ARGHITEGTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RE5GUE ALBEMARLE COUNTRY SERVIGE AUTHORITY VIR61NIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL SITE DATE FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: ARCHITECT NAME/SEAL: Q 7 W > U n W a �i 1wj I U o � z U r U W (!1 z � 0 v W O � F M U 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 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: TITLE SHEET DRAWING NUMBER: C-Ol I GENERAL NOTES 1) ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS, AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER IN WRITING WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES IN WRITING. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES WITHOUT CLARIFICATION FROM THE ENGINEER OF RECORD, SHALL BE DONE AT THE CONTRACTOR'S RISK. 2) THE LOCATION OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE TEST PITS AT ALL LOCATIONS WHERE PROPOSED CONSTRUCTION a CROSSES EXISTING WATER, GAS AND FIBER OPTIC LINES. v 3) THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION CALL MISS UTILITY. v 4) ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 5) WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, THE VDOT ROAD AND BRIDGE STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND APPLICABLE STANDARDS v OF ALBEMARLE COUNTY. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. ALL UTILITIES TO BE DEDICATED TO THE ALBEMARLE COUNTY MUNICIPAL WATER SYSTEM SHALL BE A CONSTRUCTED AND TESTED TO CONFORM TO COMMONWEALTH OF VIRGINIA/ I STATE BOARD OF HEALTH WATERWORKS AND/OR SEWERAGE REGULATIONS AND THE ALBEMARLE COUNTY DESIGN AND CONSTRUCTION STANDARDS MANUAL. v 6) DRAINAGE IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH 3 STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. v ;I 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. vl 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 HEHUEN I AUE RUIN 15 UH UH I IMUM 1 U FAUILI I A I E T 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 v TO RESULTS OF THE GEOTECHNICAL REPORT AND UPON APPROVAL OF THE SUPERVISING ENGINEER. SOILS SHALL HAVE A MINIMUM DRY DENSITY OF A 92 LB/CU. FT. PER ASTM D-698 AND SHALL HAVE A PLASTICITY INDEX LESS THAN 17 TI12) MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACK FILL AROUND DRAINAGE STRUCTURES OR IN UTILITY TRENCHES OR ANY =I OTHER DEPRESSION REQUIRING FILL OR BACK -FILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST I AS SET OUT IN ASTM STANDARD D-698. THE CONTRACTOR SHALL, PRIOR TO - ANY OPERATIONS INVOLVING FILLING OR BACKFILLING SUBMIT THE RESULTS vl 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. T 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. v 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: s (A) EMBANKMENTS FOR ROADS, STREETS, DAMS, ETC.: ONE TEST PER LIFT PER 10,000 SQUARE FEET OF LIFT. (B) BACK -FILL AROUND STRUCTURES AND IN TRENCHES: s ONE TEST PER LIFT PER 500 LINEAL FEET OF TRENCH. ll 15) COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MADE IN CUT » v AND FILL AREAS AT THE FOLLOWING MINIMUM FREQUENCIES: v (A) SUB -GRADE: ONE TEST PER LANE PER 500 LINEAL FEET. s (B) STONE -BASE: ONE TEST PER LANE PER 6" COMPACTED LIFT I PPP 500 I IMFAI PPPT c (C) HOT ASPHALTIC CONCRETE: ONE TEST PER LANE PER LIFT v PER 500 LINEAL FEET. ABREVIATIONS: ARCH. ARCHITECT C/L OR C L CENTERLINE EXISTING PROPOSED 16) ALL EXCAVATIONS, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT C/OUT OR C/O CLEAN OUT THEIR INTEGRITY. CONC. CONCRETE ROADS 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 ROAD CENTERLINE EL. ELEVATION 18) COMBINATION UNDER -DRAINS TYPE CD-1 SHALL BE INSTALLED AT THE LOWER END ESMT. EASEMENTEW EXISTING WATER CURB TAPER OF CUT SECTIONS. UNDER -DRAINS TYPE CD-2 SHALL BE INSTALLED AT THE LOW POINT EX. EXISTING OF ALL VERTICAL CURVES. F.E. FOUNDATION ELEVATION SIDEWALKS 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 CONCRETE PAVEMENT 20) UPON BRINGING THE STREET TO APPROXIMATE ELEVATION THE CONTRACTOR SHALL CAUSE SOIL F/L FIRE LINE El 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 VALVE171 DETERMINED AND THE AVERAGE CBR SHALL BE USED TO DETERMINE THE PAVEMENT HORIZ. HORIZONTAL GRAVEL SURFACE 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 BUILDINGS 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 EASTFENCE 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 DECIDUOUS TREE 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 TANGENT ;. CONIFEROUS TREE PVC POINT OF VERTICAL CURVE 22) TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE MANUAL PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT CONIFEROUS SHRUB OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). PVMT. PAVEMENT 23) A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE ISSUANCE OF THE LAND R p R00 RADIUS st ST STORM WATER LINE DISTURBING PERMIT. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE RIGHT F DRAIN COUNTY ENGINEER. ALBEMARLE COUNTY PUBLIC UTILITIES INSPECTOR, REPRESENTING SAN. - - - - PROPERTY LINE WATER INTERESTS, SHALL ALSO ATTEND. ATTENDANCE SHALL BE COORDINATED THROUGH SANITARY SEWER THE OFFICE OF THE COUNTY ENGINEER. SEW. or SSEW. SEWER STORM SEWER STD. STANDARD 24) ONLY PERSONNEL AUTHORIZED BY COUNTY SHALL OPERATE COUNTY WATER VALVES. STM. SEW. STORM SEWER SE SOUTH EAST - - 2900 - - - - 2900 - - INDEX CONTOUR 25) ALL DETAILS NOT SPECIFICALLY SHOWN ON THESE PLANS REMAIN PERTINENT AND SHALL BE SW SOUTH WEST _ _ 2898 _ - _ 2898 - - - INTERMEDIATE CONTOUR IN ACCORDANCE WITH CURRENT ISSUE OF DCSM. S/W SIDEWALK S.F. SQUARE FEET x STIR. STRUCTURE 2876.3 2898.68 � SPOT ELEVATION 26) BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY T g TOP OF BANK PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED TOP OF CURB LIMITS OF CLEARING AND/OR GRADING T/C IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR ADDITIONAL T/TOP OF GRAVEL PAVEMENT 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 OVER SIDEWALKS. VERT. VERTICAL W/L WATERLINE ss SS SANITARY SEWER LINE 28) ALL HANDICAP PARKING SPACES AND ACCESS ISLES SHALL COMPLY WITH ADA STANDARDS OF X-ING 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 VDOT General Notes ugt UGT UNDERGROUND TELECOM LINE V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. W W WATER LINE V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. VDOTGeneralNotes(Continued) gas GAS GAS LINE V3. When workingwithin VDOT ri ht-of-wa all traffic control whether permanent or temporary,shall be in accordance with the current edition of VDOT's Work Area Protection Manual. A transportation management Ian needs to be right-of-way, P P 9 P submitted for approval and land use permit issued prior to any execution of work within the VDOT right of way. V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V4 The developer shall be responsible for relocating, at his expense, an and all utilities including traffic signal poles, 'unction boxes controllers etc. owned b VDOT or private / public utility companies. It is the sole responsibility of the P P g' P Y 9 9 P ' 1 Y P P ty P P ty 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 developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these Tans does not indemnify the developer from this responsibility. P Y Y Y P P tY PP P ty PControl Devices. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility V19. The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any of the developer. dedicated street right-of-way must be provided to the local VDOT Land Development Office prior to acceptance of the work. Unit and total prices may be obscured. V6. If required by the local VDOT Land Development Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor (s), various County agencies, utility companies and V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with VDOT prior to initiation of work. Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to V7. The contractor shall notifythe local VDOT Land Development Office when work is to begin or cease for an undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to an required or requested VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction P � y 9 q P Y q q and testing of the density control strip. inspection. 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 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. specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrances in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. P 9 P P ry O 9 P P affected by this project shall be maintained through construction. V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six 36 inches and larger shall be explored below the bottom of the excavation to determine the a and P PO 9 P type V10. Contractor shall ensure adequate drainage is achieved and maintained on the site Burin and at the end of construction. condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply q 9 9 with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall V11. All water and sewer lines within existingor proposed VDOT right-of-way shall have a minimum thirty-six 36 inches cover and when possible shall be installed under roadway drainage facilities at conflict points. be determined by the engineer and approved by VDOT. P P 9 Y() P Y 9 V12. An unusual subsurface conditions e. unsuitable soils, springs, sinkholes, voids, caves, etc. encountered Burin the course of construction shall be immediate) brought to the attention of the engineer and VDOT. Work shall cease in V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to y (g., ) 9 y 9 9 be given by VDOT after grading is mostly complete. that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved b a VDOT representative prior to placement of fill. A VDOT representative shall be resent to insure the soil sample(s)obtained for CBR's is V24. Approval of these plans shall expire five (5) years from the date of the approval letter. P PP Y P P P P P representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. accordance with all applicable VDOT standards and procedures. V14. All roadwayfill base sub fade material and backfll in utility/storm /storm sewer trenches shall be compacted in accordance with the lift thicknesses density and moisture requirements as specified in the current VDOT Road and Bride 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 9 tY P Y q P 9 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 Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. 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 V15. VDOT Standard CD and LID underdrains shall be installed where indicated on these plans and/or as specified by VDOT. 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 V16. A post installation visual/video camera inspection shall be conducted b the Contractor on all pipes identified on the Tans as storm sewer a and a select number of a culverts. For a culverts, a minimum of one pipe installation engineer and approved by VDOT. P P Y PP P PP PP PP PP 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: ARCHITECT NAME/SEAL: d U a O W � � x � u F Q O" P- F [� ° z Q j F U Tn V1 � � uZ7 O Cc" 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 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: GENERAL NOTES DRAWING NUMBER: C-02 GENERAL NOTES: 1. CURRENT FIELD SURVEY RECORDED BY LINEAGE ARCHITECTS, PC \ ON OCTOBER 28, 2019 AND JULY 7, 2021. \ 2. BULK TOPOGRAPHY SHOT IN FIELD BY LINEAGE ARCHITECTS, PC (SEE NOTE 1). SEPTIC TOPOGRAPHY BASED ON COUNTY GIs. 3. THE SITE IS DETERMINED TO BE LOCATED WITHIN THE IVY CREEK \ RESERVOIR WATERSHED. \ 4. THE SITE IS SPLIT -ZONED C1 COMMERCIAL AND RA RURAL AREA. 5. THE SITE IS LOCATED IN FEMA FLOODPLAIN ZONE X; THE SITE IS ��•'3 ,T�' A \ \ DETERMINED TO BE OUTSIDE THE 100 YEAR FLOOD PLAIN. FIRM MAP DOGWOODx2 ^\\ ECrY �( \ \ r F NUMBER: 510 03C 0265 D. EFFECTIVE DATE: FEB. 4, 2005 DOGWOOD I 6. NO STRUCTURE, EITHER EXISTING OR PROPOSED, EXCEEDS 65 FEET ARBORVITAE SCREEN = S 'Qsr + +_ ! _ E9pF __� rq r IN HEIGHT PER SECTION 21.4 OF THE ALBEMARLE COUNTY ZONING - Q A`�, ,� , CODE. $ +'& APPROX. LOCATION _ Q- ----, — K I� r 8" EVERGREEN MAGNOLIA R + IP + SEPTIC LINE TYP. 3 '^Cl/,1 \ �� 6. BENCHMARKS AND ELEVATIONS ARE RELATIVE TO VIRGINIA NORTH \vie,.—., —.._ \\O \ ZONE4501. TM 59-16A SEPTIC LID =�r --_ ;�" \ _ +!� X O s�. �^ 7. ALL PLANT MATERIAL IS UNDER 6 CALIPER UNLESS OTHERWISE IVY HILL GARDENS LLC DEMOLISH AND REMOVE CLEANOUT + ' % 14'WILLOW OAK NOTED. MIXED DECIDUOUS BED ^ E ; + + DEMOLISH AND REMOV Rn.as r° °°• D B 5002/71 \,T172 +�&1T` ,} ,� sy�+s, 3�� 8. ALL TREES NOT EXPLICITLY SHOWN FOR DEMOLITION SHALL BE +r�IT\. / DECIDUOUS MAGNOLI 5 tic \ PRESERVED. k, DEMOLISH AND REMOVE a RURAL AREA ti� DEMOLISH AND x ;�F S� o DEMOLISH AND REMOVE REMOVE BIRCH SHRUBS x4 MULTI -FAMILY RESIDENTIAL POWER POLE �+ EASEMENTS OF RECORD: ��\+�IT�?I` DEMOLISH AND REMOVE y y� 2 + ��„ � '� .�+} �,,�*�' 1 \.° \ \ \" DOGWOOD x3 + r f1 + >.� ; ?; °q a� "\\c�ia R5a.OV v DEMOLISH AND REMOVE 2 DEMOLISH AND REMOVE'�vr° °\ (EASEMENTS AS KNOWN OR DISCLOSED NO TITLE REPORT FURNISHED CONCRETE PATH J` \ Ro - + S/ DEMOLISH AND REMOVE z + `'� J FENCE x2 ��* �k��BPoZ\ \\�\ . 525.00 \ ADDITIONAL EASEMENTS OR UTILITIES MAY OR MAY NOT EXIST.) +\�^ j/ OVERHEAD ELECTRIC LI- ��� i , \ VIRGINIA ELECTRIC AND POWER COMPANY EASEMENTS: n+�j$iP• DECIDUOUS MAGNOLIA \ DEMOLISH AND REMOVE ABANDON EXISTING SEPTIC '+,, Y� - a ', +&I" WOOD PATH EDGE LINE PAST NEW C/O \-�`°„•�,„, v „� +,T / '/ y� °„•- _ \ \ DB 307/183 POLE LINE EASEMENT PARALLEL TO RT. 250, NO WIDTH GIVEN. +'r&I\�� GRAVEL DRIVEWAY s -"+5; ; - °�� ' . • . \ -NOT PLOTTED \&I` ONE STORY HOUSE �/ \ 3846.50SF DEMOLISH AND REMOVE x \ \ \ v \JI -F .¢I� /. DOOR527.91' \ / / \ ROSE OF SHARON x6 + G; ,�? f - ' - UTILITY POLE DB 316/562 POLE LINE EASEMENT PERPENDICULAR TO RT. 250, NO WIDTH ARBORVITAE SCREEN ^\\I73 +`�w • • • 1303SF / y f' DOGWOOD \ GIVEN. -NOT PLOTTED Iz� + 1T . . f. tu{' / DEMOLISH AND REMOVE 20" WILLOW OAK . . . . . . . . I +\rN o _/' / 1 BRICK PATH \ HEMLOCK ROW „��,T\ .,' ¢ / 1 \ + S \ ELECTRIC EASEMENT RESERVATIONS: u+ &I T` /• U / / / \ \ ` DEMOLISH AND REMOVE DEMOLI� �N REMOVE \�' • • • • • • • • s \\TI�3ir+L`�` / II� REDCEDAR FLAG POp1 E+ j + \ DB 263/230 RESERVATION FOR AN EASEMENT FOR POWERLINE CROSSING �• BRICK 2STORYHISTORICTAVERN �\ �° :� \ \ \ PROPERTY. No WIDTH GIVEN. LOCATION NOT SPECIFIED, NOT \TIJ�+'r�IT�`/•�• PATIO I, ` \ , r, DEMOLISH AND REMOVE ���, \ z ROOFTOP551.T _ / ✓/ \ \ PLOTTABLE. BRICK RETAININii WALL 4/ 1612SF _ OF �g LAURELS 42. +" MAX HEIGHT' z.00' o� '� �R c� I��� a// / \ °\s,. • • • • • • • • • \ DB 263/440 RESERVATION FOR AN EASEMENT FOR POWERLINE CROSSING v /—BEP7CRRMIRK TIC\TII' POND 'I, '1 / / ///\ cy PROPERTY. No WIDTH GIVEN. LOCATION NOT SPECIFIED, NOT PLOTTABLE. AXLE � T\� � • \\ I / ty / \\ 1 STORY BLDG /N ' r \ �� D ELEVATION % ` ' '_;\�f� I "'- •-' �' DEMOLISH AND REMOVE TIIp \ \ \ DOOR 525.8' `DEMOLISH AND \ _ 534.90' • • . • • • • • \ 1 DEMOLISH AND REMOVE \ / ROOFTOP542.9' REMOVE DOGWOOD DOGWOOD . . . \ VIRGINIA TELEPHONE AND TELEGRAPH EASEMENTS: • ` 'I EXISTING PATIO \\� � 7 �' 230SF + / + \ •'O }' ' J / I DEMOLISH AND REMOVE EXISTING PORCH / \ j STORY HOUSE ( ';l 'c' \ ppF ' ' ' ' ' ' ' - PER ARCHITECTURAL PLANS FF 526.94' �ry ' ' ' ' ' ' ' ' DB 338/415 POLE LINE EASEMENT, 10 IN WIDTH CENTERED ON WIRES AS RIDGELINE538.25' / \?/ ; 9%g +' \, Qp l%YF ....... CONSTRUCTED. No LOCATION SPECIFIED. NOT PLOTTED. WOODED SLOPE — T7�4sF \ O F f-' e / /\ \� ���� - -- \ ' ' ' ' ' ' ' DB 338/424 POLE LINE EASEMENT, 20' IN WIDTH CENTERED ON WIRES AS �iV11X.QFDECID000S //„ -- R0 q� /% O# + r— 7 S p �_� e \ / �`� TM 59-15AI',,, CONSTRUCTED. NO LOCATION SPECIFIED. NOT PLOTTED. v AND LVERGREEN y/ STONE RETAINING WALL �� \ Q / n � %— �__k �'- \ /__ � ,, CRAPEMYRTLEx3 CRITICAL STEEP SLOPES � MAX HEIGHT: 3.00'`' ;\ \ \ / / I,.'DEMOLISH AND REMOVE \ / / \ ( IVY ROAD RE, LLB.,.'.'.'.'.'.'. �►/ •//-��_•_• _ • _ •i POWER POLE UII TYPOLE \ \ ,/ ,oJ� , �%�X `�� DOGWOOD DB 5123/91 • • • ' ' • ' • • WATERLINE EASEMENT: • /— C = v / •—¢ _5 / \ q" BLDG ex "•QQ `\ - /---________ ' ' ' \\ \\ ,� \ + C1 COMMERCIAL I BENCHMARK DB357/219RIGHTS TOAWELL AND WATERLINE, INEXCHANGE FOR A %' DEMOLISH AND REMOVE EXISTING HOUSE '''' -' \ y ' - RON PIN RELEASE TO RIGHTS TO A SPRING. \ \ \\� n;; �'` LAND U E A I NED \ ELEVATION PER ARCHITECTURAL PLANS S UN SSG \ 1523.31' /�. y DEMOLISH AND REMOVE 31"\WHITE PINE , s r f - '`' '' \ ACCESS EASEMENT: j �$qs� OVERHEAD ELECTRIC LINE \ 0 UTILITY POLE \ \ \ \\\ v • • • • • • • • • • • \ \� II \ ' + DB 263/440 A 20' WIDTH EASEMENT FFOR ACCESS OVER THE "OLD D.S. ----' ___—_�_L�" �. �. % CRITICAL STEEP SLOPES c \ \ \ < 1 �\ '+,`' ° \ I__- +II \• \ ROAD", SHOWN HEREON oN THE WESTERN SIDE of THE PROPERTY. /.................... //-� • :. /'`` / \ ...................... / f' j r, + �I CRAPEMYRTLE x2 DB 4491/396 A SHARED DRIVEWAY EASEMENT SHOWN HEREON. v �- - . • • • • • • 5.06 LAI II \ ` / AREA OF RESTRICTED USE: BCK WALNUT II BLACK WALNUT x3 \ \ ,,- • • • • • • • • • • • • • ... g 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 /\ /`//`\ \\\ II \ ° FOR HOGS OR GOATS). SHOWN HEREON. l 1 „ II \ �`\ y\ i Ila �. qp LL ------------ X \\ \� ` `• \ i `i 'II III HOUSE -------------- v - TM 59-15A \\ \ G - IVY ROAD RE, LLC .'.'.'.'.'.'.'.'...�.� .'.' . •� /• \\\``,.I; ;.'.' ;.'!' III ', i \\ . . . . . . . . . . . . • \..\ `\ • . • `` . \\ .I .I i.l WELL HOUSE DB-5-U3/91 ............ � . "` . >\ . \`I rl III + U . . . . . . . . . . . . . .'.j 6 (� 0 RURAL AREA / C1 COM1V1€fIAL ... I LI .; ...j , _ ° o e ��-- . . 11. . 1. .\. ... y, II, i I'11111 I 11 I I 11 i II Inst 201800013717 ---- e�°�° ' �: I. .........`,. 1 jjl!,' ' ' + j. \ 11 . �I ; I I II I. (� I . JAPANESE MAPLE x2 III r FEMA Flood Zone X 51003CO265D 2/4/05 , 'I ;I' \' \`\ II ----- Magisterial District • '\l GRAVEL DRIVEWAY fy li I e WOODED SLOPE Samuel Miller Mag --- BLDG r AD MIX OF DECIDUOUS AND EVERGREEN ^°^ ^ --_ / ---- IQ. �, . I III s \` °30 7ov \ A/n 89 �, . ; ; • :\I\ , •I'' 1.1 h{' 1l1 'll 11' I II - W / \ /fie 535 NM 08'33V 886.82' ' r TM 59-15B HALLAM ROTH DB 4263/729 RURAL AREA SINGLE FAMILY RESIDENTIAL / r / 34" TULIP POPLAR v „err + IVY ROAD US ROUTE 250 DEMOLISH AND REMOVE CRAPE MYRTLE x3 ' ' I \ 80001 R O W TM 59-15 JERRY D BENINATE DB 1654/396 RURALAREA RESIDENTIAL -MOBILE HOME VEIlIIGLSGVE 1")fl' xoR¢nxrusraF:r=zar g ,10 S-,T,yffAT 3T �T�EAT3SIIEIpR 10-61 RO�o i28 s 528 i,A A 10 i20 og �z SIGHT DISTANCE PROFILE AT IVY ROAD SCALE: V=200' EXISTING CONDITIONS AND DEMOLITION PLAN 5GALE: 1 "= 20' GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) I inch = 20 ft. W W �i W r7+ W \�U FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: ARCHITECT NAME/SEAL: a 5 W U W o a fn H C l:7—) M U 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 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 CONDITIONS AND DEMOLITION PLAN DRAWING NUMBER: C-03 0m 5' RIGHT-OF-WAY DB 263/440 C y00 / �\G / �C aNING E%ISTING i sTaftY HOUSE 0 SF FFE 52I.91 \0 _y1 b EA$11NGRRICK .0 F EASIWG2 SrORT FE626. xl$rgtlCTAVERx 3 6t2 F EA K R 8 TCW t 626-03 ADDIO Nomox sTDNRrBiDc PROPOWD 691 2N' 2 VORY ADDITION 9795 NSTLAIIDS KPATIO S ODIER nxouxxsrnxrvG- �DG I I I —71 I I I I I I I I I I I I I I I I I I I I I I I I I I \ . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i i i l I I I I I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I TOKIW AIOl PASmREIIXCEP)B JOFAEECFROILYFOR TOREOGEONGF •RE0m13UMARFA• FgYxOG$g2GQ4B) Ga z63n39 ORPEWAIID RH G9RCENSANO Y I I I I I I I I I I I l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I l I I I I I I I I I I I I I GRAPHIC SCALE 30 0 5 ( IN FEET ) 1 inch = 30 ft. 60 EXISTING ZONING AND EASEMENT SCALE: I "= 20' S /x 30 / / / 00 �G i(in / A / EASI ,STORY ` HOUSE 13113 SF / / FFE521.91 / EYJST/ E%ISTING 2 STORY FFEM PATIO T10 � HISTONCTAVEAN / 1612 SF / EA$IINGK01 POND / PROPOSE O 15i0RY / AnNITKw PROPO ED .9a 2 STORY X)I SF / NST011RNCKPATIO ESIi ONOIMDSG!NF1G- YC / CRMCAL STEEP SLOPES CRITICAL STEEP SLOPES pFR42p GRAPHIC SCALE 0 15 30 40 ( IN FEET ) 1 inch = 30 ft. 230SF IVY ROAD US ROUTE 250 80.00' R.O.W. 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@lineageazch.com ENGINEER NAME/SEAL: T� 4 GGT ARCHITECT NAME/SEAL: EXISTING BUFFERS AND SETBACKS SCALE: I "= 20' I-� I-� UW � � U W ' H 0 a w � O 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 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: EXISTING ZONING, SETBACKS, AND EASEMENTS DRAWING NUMBER: C-03 A \ GENERAL NOTES: P4 PARKING CALCULATIONS TABLE O AS PER 18-4.12.6 OFFICES, BUSINESS, ADMINISTRATIVE AND PROFESSIONAL (INCLUDING MEDICAL OFFICES BUT NOT DENTAL CLINICS) REQUIREMENT: 1 SPACE / 200 SF OF GROSS COMMERCIAL OFFICE SPACE WHERE GROSS COMMERCIAL OFFICE SPACE= 80% OF THE NET SF OF THE BUILDING FOOTPRINT OR AT THE REQUEST OF THE APPLICANT, THE ACTUAL NET OFFICE FLOOR AREA AS SHOWN ON FLOOR PLANS SUBMITTED BY THE APPLICANT, DELINEATING THE ACTUAL NET OFFICE FLOOR AREA, WHICH PLANS SHALL BE BINDING AS TO THE MAXIMUM NET FLOOR AREA USED. NET SF OF OFFICES ONLY: 2,396 sf zoo =11.95 =12 TOTAL SPACES REQUIRED = 12 (INCLUDING 1 H/C) TOTAL SPACES PROVIDED = 12 (INCLUDING 1 H/C) INSTALL STONE THRESHOLD INSTALL STEPPING STONES / HANDICAP PARKING AND \ACCES/ S AISLEP- SEE DETAIL 1/C-06 A INSTALL ADA COMPLIANT GRAVEL GRID 580,70 SF / PER DETAIL 2IC-06 EXISTING 1 STORY R2.00 HOUSE 1303 SF / FEE 527.91 EXISTING BRICK -/ °� HVAI / INSTALL BRICK PAVERS PATIO PER DETAIL 5/C-06 ! ' f R2.00 4.0 EXISTING K01 ADA ACCESSIBLE P�TH I / EMERGENCY ACC SS 40 DISTANCE - 8g00' KOI POND TO REMAIN IN -GROUND PROPANE TANK YARD INLET TO COLLECT OUTPUT FROM ROOF AND r \ EXISTING STONE RETAINING WALL, TO REMAIN FOUNDATION DRAINS \ MAX HEIGHT: 3.00, OF STRUCTURE, \� 8" BRONZE NGRATE TO 8"ST NYLN GRATE TO T j / 8" N V. OUT ST TEE CRITICAL STEEP SLOPES / / TOP: 524.55 INV. OUT: 52EXIS EXISTING BIRD CAGE, TO REMAIN ss=.ov 45° ELBOW / (INSTALL 8" PVC STORM PIPE - 12 50' 1.3 4 i 5° ELL BOW - \ \ GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. INSTALL FLAGPOLE INSTALL 2" PVC ELECTRIC CONDUIT 3" PVC CONDUIT CRITICAL STEEP SLOPES\�/� 80 OVERALL SITE PLAN SGALE: 1 `20' 1. ALL RADII = 5' UNLESS NOTED OTHERWISE. >4 2. ARCHITECTURAL BUILDING DIMENSIONS SUPERSEDE BUILDING DIMENSIONS AS W�^ SHOWN ON THIS PLAN. 3. PAVEMENT AT ALL ENTRANCES SHALL MATCH THE EXISTING CROSS SECTION OF ROUTE 250. 4. THERE WILL BE NO CHANGE IN THE EXISTING POINT OF INGRESS TO, OR EGRESS FROM, THE SITE. pr 5. THE MAXIMUM IMPERVIOUS SURFACE AREA ONSITE IS 3100 SF(0.07 ACRES). W 6. PROPOSED SITE USE IS COMMERCIAL OFFICE ONLY. THERE WILL BE NO RETAIL USE, Z EITHER GIFT, CRAFT, ANTIQUE SHOP, OR OTHERWISE. TOTAL ACREAGE OF PROPOSED USE = 0.06 ACRES W TOTAL NUMBER OF EMPLOYEES = 4 7. NO SITE LIGHTING IS PROPOSED FOR PARKING AREAS.] 8. THERE ARE NO ADDITIONAL EASEMENTS PROPOSED FOR THE SITE. (xj 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE E� ELIMINATED. 10. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE PUBLIC NUISANCE U AND NOT OVER SIDEWALKS. 11. ALL ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL CONFORM WITH ADA DESIGN STANDARDS FOR ACCESSIBILITY. CROSS SLOPES OF ACCESSIBLE PARKING SPACES AND ADJACENT ACCESS ISLES SHALL NOT EXCEED 1:48. ACCESS ISLES SHALL FIRM INFO: BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. Lineage Architects, P.C. 12. ORDINANCE 18-4.12.13(C): LOADING SPACE. THE LOW LEVEL OF ON -SITE STAFF AS WELL P.O. Box 91 AS THE INTENDED USE OF THE OFFICE AS A SPACE FOR MANAGING LOCAL ASSETS 98 Lee Highway Verona, VA 24482 WILL NOT GENERATE THE SIZE OR QUANTITY OF DELIVERIES TO THE BUILDING SUCH THAT A LOADING SPACE WOULD BE NECESSARY. THESE FACTS, IN COMBINATION WITH 3771 Phone: (540) 248-1628 THE OWNER'S INTENTION TO MAINTAIN THE HISTORIC CHARACTER OF THE SITE, LEAD Email: info@line gea h corn TO THE REQUEST THAT THE LOADING SPACE REQUIREMENT BE WAIVED VIA 18-4.12.13(F). I ENGINEER NAME/SEAL 13. MAINTAIN 8" CLEARANCE ABOVE FINAL GRADE FOR ALL NON -MASONRY MATERIALS FIRE FIGHTING INFORMATION: 1. AVAILABLE FLOW AT HYDRANT NO. 12796 = 2796 GPM 2. NEEDED FIRE FLOW = 1500 GPM a. F = 1.5 WOOD FRAME b. A = 2842 SF ARCH( I EC I NAME/SEAL c. C =1439 GPM -1500 GPM d. 0 = 0.85 (C-2 OFFICE) e. X = 0.12 f. P = 0.0 WEEKLY TRIP CALCULATIONS: NOTE: INTENDED SITE USE IS LOW VOLUME COMMERCIAL PER APPENDIX F OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD DESIGN MANUAL. 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 D.OD 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 4-6 PM Peak Hour Exit 4-6 PM Peak Hour Total 0.08 0.38 0.46 0.00 0.00 0.70 1.00 1.00 1.00 0 2 2 > Saturday 2-Way Volume 0.54 0.8D 1.00 2 7 U Saturday Peak Hour Enter Saturday Peak Hour Exit Saturday Peak Hour Total 0.05 0.04 0.09 0.00 0.00 0.31 1.00 1.00 1.00 0 0 0 F F- I� Ir_y_,I ^ � = Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. (� TRIP GENERATION BY MICROTRANS rl H ¢ o C4 O z Summary of Trip Generation Calculation For 1.73 Th.Gr.Sq.Ft. of General Office Building June 17, 2020 a ^ p. !�1 �•, z Lq a l� Average Rate Standard Adjustment Deviation Factor Driveway Volume 5 MINOR AMNDMNT 8/9/2021 Avg. Weekday 2-Way Volume 11.01 6.13 1.00 19 4 PERMIT SET 12/30/20 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 3 CO. COMMENTS 12/10/20 7-9 AM Peak Hour Total 1.55 1.39 1.00 3 2 COMMENTS 8/18/20 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 1 SITE SUBMITTAL 7/13/20 Saturday Peak Hour Enter Saturday Peak Hour Exit 0.22 0.19 0.00 0.00 1.00 1.00 0 0 NO. REVISION/ISSUE DATE Saturday Peak Hour Total 0.41 0.68 1.00 1 JOB NUMBER: 19066 Note: A zero indicates no data available. DATE: MAY 26, 2020 Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS DRAWN BY: JMT AVERAGE DIRECTION OF TRIPS APPROVED BY: JFG DIRECTIONAL FACTOR FOR US 250 FROM DICK WOODS RD. TO US 29 :.689 DRAWING DESCRIPTION: AVERAGE DAILY DRIVEWAY VOLUME: 19+13 = 32+2 = 16 OVERALL SITE PLAN DRIVEWAY VOLUME x DIRECTIONAL FACTOR: 16 x .689 = 11 DRAWING NUMBER: EAST -BOUND DAILY TRIPS : 11 WEST -BOUND DAILY TRIPS: 5 C-�4 8" Ev. MAGNOLIA 4 BAYBERRY\\\ i/ 1 BOTTLEBRUSH BUCKEYE o\`\ 3 PRAGUE VIBURNUM 1 SHUMARD OAK \\ + \\` \\\ I / + / +'// I A\ + / + \� 00 \\ 000 ST. JOHNSWORT 3 SWEET SHRUB Dec. MAGNOLIA l k L ADA COMPLIANT GRAVEL GRID EXISTING 1 STORY HOUSE 1303 SF FFE 527.91 60 KA LEAF HYDRANGEA 8 PLUM YEW 1 WITCHHAZEL 0 PLANTED COVER AND HARDSCAPING IN THE STREAM BUFFER 1. EXISTING SHRUB COUNT: 18 2. PROPOSED SHRUB COUNT: 23 3. EXISTING PLANTED COVER: 1,265 SF 4. PROPOSED PLANTED COVER: 2,792 SF I5. EXISTING HARDSCAPE AREA: 2,034 SF 6. PROPOSED HARDSCAPE AREA: 1,648 SF ARBORVITAE HEDGE + 8 SMOOTH WITHEROD DOGWOOD 3 REDCEDAR DOGWOOD A\IT//,+/ I < + 3 SWEETSHRUB �\I, +%1\\` \ '' \/ 1 HOLLY \\1 +` 2 BOTTLEBRUSH BUCKEYE \\I ol\\ �/ +'> 3 BAYBERRY DOGWOOD A\Ip/ + + CRITICAL STEEP SLOPES o�\ �34" TULIP POPLAR F FLAGPOLE DOGWOOD 5 SPICEBUSH F 1-r VVIL.L.OW OAK 2 FRINGETREE i GRAVEL DRIVE ' AND PARKING 3 BAYBERRY —ST. JOHNSWORT 3 SWEETSHRUB 1 HOPHORNBEAML ST. JOHNSWORT y i EXISTING 2 STORY HISTORIC TAVERN 1612 SF T. JCPrINSWORT PROPOSED 2 STORY ADDITION 979 SF 4 BOXWOOD GRASS C PROPOSE[ 1 STORY ADDITION AND LANDSCAPING i 3 SWEETBAY 1 YELLOWWOOD - ST. JOHNSWORT 2 CRAPE MYRTLE 4 ACUBA \ C 285 S EXISTING 1 STORY BLDG 230 SF / /ST. JOHNSWORT 1 STEWARTIA 3 BLACKHAW \ SWEETBOX o 0' �25.83 WINTER JASMINE 16 PRAGUE VIBURNUM DOGWOOD / 1 HOLLY i 4RHODODENDRON DEU VRU0v� + \ LANDSCAPING PLAN \ GRAPHIC SCALE / + 20 0 10 20 40 o( IN FEET ) / / 0 \ 1 inch = 20 ft. PLANTING SCHEDULE Botanical Name I Common Name Qty. I Size I Root O.C. LARGE TREES Cladrastis kentuckea Yellowwood 1 2-2.5" cal B&B Ilex opaca American Holly 2 8-10' ht B&B VIF Juniperus virginiana Eastern Redcedar 3 6-8' ht B&B VIF Magnolia virginiana Sweetbay Magnolia 3 6-8' ht B&B VIF Ostfya virginiana Hophornbeam 1 2-2.5" cal B&B Quercus shumardii Shumard Oak 1 2-2.5" cal B&B SMALL TREES Chionanthus virginicus Fringetree 1 2 1 4-6' ht B&B VIF Lagerstoremia indica Natchez' Natchez Crapemyrtle 2 8-1 V ht B&B Stewartia monodelpha Tall Stewartia 1 B-10' ht B&B Viburnum prunifolium Blackhaw Viburnum 3 6-Vint B&B SHRUBS Aesculus parviflora Bottlebrush Buckeye 3 5 gal Cant VIF Aucuba japonica Emily Rose' Emily Rose Aucuba 4 3 gal Cant VIF Buxus sempervirens'Suffruticosa' English Boxwood 4 36" ht/spr B&B VIF Calycanthus floridus Aphrodite' Aphrodite Sweetshrub 9 34 ht Cant VIF Cephelotaxus harringtonia 'Duke Gardens' Duke Gardens Plum Yew 8 3 gal Cant VIF Hamemelis intermedia Arnold Promise' Arnold Promise Witchhazel 1 5-6' ht Cont Hydrangea quercifolia 'Sike's Dwarf Sike's Dwarf Oakleaf Hydrangea 6 5 gal Cant VIF Lindera benzoin Spicebush 5 3 gal Cant VIF Mynca pensylvanica Northern Bayberry 10 5 gal Cant VIF Jasminum nudiflorum Winter Jasmine 584 sf 3 gal Cant VIF Rhododendron chinoides Chinoides Rhododendron 4 5 gal Cont VIF Viburnum nudum 'Winterthur' Winterthur Smooth Witherod 8 44 ht Cont VIF Viburnum pragense Prague Viburnum 9 5-6' ht Cant VIF GROUND COVER, PEREN/ALS, VINES, GRASS Hypericum calycinum St. John's Wort I 1550 sf 1 1 gal Cant 18" oc Sarcococca humilis Sweetbox 115 sf 1 gal Cont 24" oc 4x4 PT POST CLAD IN 1x CEDAR ABOVE GRADE A CEDAR LATTICE, SPACING, HORIZONTALS -0 OUTSIDE iOTTOM RAIL TO BE SET 3" AINIMUM ABOVE GRADE GRADE 4x4 PT POST SET IN CONCRETE LATTICE SCREEN ELEVATION G04 A/ SCALE: 1/2'' = 1'-0'' NOTES: 1. SIDE PANEL TO DISMOUNT OR BE SET ON HINGES TO ALLOW FOR MAINTENANCE. 2. LATTICE SCREEN TO BE STAINED PER OWNER'S SPECIFICATION. CHAMFER 4 SIDES OF POST TOP AT 30 ° 2x6 CEDAR TOP RAIL PEAK TOP 1/2" 4x4 PT POST CLAD IN 1x CEDAR ABOVE GRADE 1A CEDAR LATTICE, 2" SPACING, HORIZONTALS TO OUTSIDE 2x6 CEDAR FRAME GRADE 4x4 PT POST SET IN CONCRETE LATTICE SCREEN SECTION SCALE: 1/2'' = 1'-0" I TREE CANOPY SITE AREA: 85,537 SF 10% REQUIRED CANOPY: 8,553.70 SF 51%EXISTING CANOPY: 43,834 SF PARKING LOT LANDSCAPING PARKING LOT AREA: 6,328.50 SF 5% REQUIRED LANDSCAPING: 316.425 SF 29%PROVIDED LANDSCAPING: 2,281 SF PLANT HEALTH NOTE ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND SHALL BE MAINTAINED AT, MATURE HEIGHT. 80 THE TOPPING OF TREES IS PROHIBITED. TREES AND SHRUBS SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: ARCHITECT NAME/SEAL: < > > d U 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 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: LANDSCAPING PLAN DRAWING NUMBER: C-04 A KOI POND HAND DIG FORCE MAIN AROUND KOI POND SS�SS /s ss ss/ CRITICAL STEEP SLOPES T/ / N / /ROUTE FORCE MAIN OUTSIDE OF CRITICAL SLOPES AREA v v MAINTAIN MINIMUM 24" COVER ALONG ENTIRE / CCs v LENGTH OF FORCE MAIN, �/ v SEE SANITARY PROFILE —Z 2" SCHEDULE 40 PVC FORCE MAIN 0 5 N v I T d 2TI v 1CT PO 4V� MAFF NIFOLD FD SFPAC, Ir1000%EPTIC RESERVE PLANS, BY OTHER i j l FILTER T d. 41MUM SPACING 1, TRENCHES °' E GRADE TO . 1 SETTLEMENT rVDHPROVED CRUSHED ROCK AN COARSE GRAVEL O3/4"NO FINES SCH 40 LPD PIPE TYPICAL SECTIONa n v n r- n _ - n 780 SOFT OF DRAINFIELD REQUIRED '= ZONE 1 - 4 TRENCHES 65 FOOT 1 ? NOTES: DIVERT SURFACE RUNOFF FROM ENTEMNd TROICIIES-1 NO RFDW¢PION qN AR_'A FOR SVBSTMI SYSTEM AULONED i - LDP TRENCH SECTION v SGALE: NTS MOUND ABOVE GRADE TO l{ ALLOW FOR SETTLEMENT I i EARTH BACKFILL FILTER CLOTH - MIN. SLOPE AT NEW MAIN = 0.5% 1,000 GAL. TOP SEAM CONCRETE SEPTIC TANK, 24" RISERS/LIDS, ZABEL A300 12x20-VC-BALL 1,000 GAL. TOP SEAM CONCRETE PUMP TANK, ORENCO MVP S112 DM, ZOELLER E191 - SEE DETAILE SEPTIC PLANS BY OTH / INV.OUT:52.50 4y 2" SCHEDULE 40 PVC / V132, TYP. 4 A ,MG_OE, TRENCHES 20 1/4' SCH 40 LPD PIPEvl i i - I t � f t(x EZ FLOW BUNDLES T-�-� SAL =OTI�N 44" PERFORATED PIPE I - IL III 3a _ 9' 780 SOFT OF DRAINFIELD REQUIRED ZONE 1 - 4 TRENCHES 65 FOOT LONG NOTES: DNTRT a RFAOE RVNOFF FROM ENIEAIryD TRENCHES MO REMMON IN AREA FOR 31.0 "1 MIOt All.ONED --- IN9TMl ORMNREID PI PI LDP TRENCH SECTION (ALT) SGALE: NTS IUI � EXISTING SEPTIC TANK - TO BE ABANDONED IN PLACE AND GROUTED FULL\ 1" PVC TO IT CLOSET FOR SEPTIC ALARM lam 0 EXISTING CLEANOUT 59 — TO BE ABANDONED a°SCH. 40PVC ICLEANOUT APPROX. LOCATION EXISTING SANITARY LINES - TO BE INna to I_ rnn nn-. I CRITICAL STEEP SLOPES GRAPHIC SCALE 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. Valve box _ 6' RDUNDVALVE BD __ Valve boat FINISH GRADEBRICK 1 (THREE) UPPORTS—�� ,i r I (24' deep) 3/16' holes @ 5' OC First hole @ 2.5' 52 holes per 1pd zone @ 6 o clock position 13 holes per lateral LDP LATERAL SECTION SGALE: NTS SEPTIC PLAN SGALE: 1 ` 20' 11)Sy CON PLAN VIEW USE SILICON ADHESIVE BETWEEN RISERIOINTS BRING T02" ABOVE GRADE WITH EZ SET POLY RISERS CONSEALCS-102 ANDLID \ (ASTMC-990) OFFICE / HIGH PRESSURE SEAL . (ASTM 12.27) (ASTM 923) imp PD kNK SCREW DOWN RISERS WITH STAINLESS STEEL SCREWS /HIGH PRESSURE SEALS 2 (ASTM 1227) (ASTM 923) LPD PuW TANK ZA3EL EFFLUENT FILTER EXTEND HANDLE TO 8' THICR BO'I"rOY 9 _}r:. SECTION VIEW NOTES: 1. SEPTIC TANK 64 NEW 1.000 GALLON TOP SEAM CONCRETE TANK 2. INLET -PER VDH SEWAGE DISPOSALmtd HANDLING BEETS 3. OUTLET)VITI EFFLUENT FILTER 4. TANKS PENETRATIONS MUST HE WATERPROOFED AND NOT LEAK 5. 2V RISER ON INIFT/OUTLET SIDE OF TANK 6. TANK SHALL BE U20 RATED WITH H2O CAST IRON RLSER IF LOCATED IN TRAFFIC AREA. 17000 GAL. TOP SEAM SEPTIC TANK SGALE: NTS Strap all Piping tent with Plastic ewes and ehmlaa III snchov CONSEALCS-102 (ASTM C-990) SEPTIC TANK FIIDFIPRHSSIIRB SBRLS \ (ASTM 1227) (ASTM 921) w0 W 4" SCH 40 PVC CLEANOUT CAP ORASE TRAFFIC RATED CLEAN OUTCOVER I to TRAFFIC SURFACE y� I � g 6 NIaL y/g ' �f H 3000 PSI CONCRETE '� - 4"SCH 40 PVC PIPE H Z 4" X 4• SCH 40 PVC WYE 3,,: • TRAFFIC AREA NON TRAFFIC AREA SANITARY CLEANOUT SECTION r SGALE: NTS C-04 B �rI w GENERAL NOTES: FIRM INFO: 1. SEE APPROVED PLANS BY OLD DOMINION ENGINEERING DATED MARCH 23, 2021. Lineage Architects, P.C. 2. ALL PVC TO BE SCHEDULE 40 UNLESS NOTED OTHERWISE.. P.O. Box 991 3. NO FALL IN LDP TRENCHES. 98 Lee Highway 4. PLACE PRESSURE RELEASE VALVE AT ANY INTERMEDIATE HIGH POINTS IN FORCE Verona, VA 24482 MAIN. Phone: (540) 248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: Lwve extra floes and pump Wi ingcoRedinsiea 2" UNION, 2" BALL VALVE 24" Medium OPI "ABOVE GRADE BARG702 SCREW DOWN RISERS WITH WITH EZ SET POLY RISERS S'TAINLE3S STEEL SCREWS AND Len \ / HIGH PRESSURE SEALS (ASTM 1227) (ASTM 923) TM - - IIIIn Waterproof hmion 1 I IIIcaadnt with nov mdenivg saner Ch.I I 3/16 vent hole r. n Srm 40 PVC LPD DRAINFIELD High High level di sen That 39" . l*n<m-liftrape PUW On 30" _;,PVC Flos. Tree PCA1' nTF ' w,. 1000 Gallon Mid Seam Concrete Tank Zoeller El91 Effluent Pump 45 gpm Grenco MVP SI/2 DM NOTES: 1. PI1MP TANK IS TOP SEAM 1000 GALLON CONCRETE TANK 2. INLEr-4" SCH 40 PVC TEE 3. TANKS PENETRATIONS MUST BE WATERPROOFED AND NOT LEAK 4.24" POLY RISER ON OUTLET SIDE OF TANK 5. STRAP ALL PIPING TO TANK WITH PLASTIC STRAPS AND STAINLESS STEEL ANCHORS 6. FLOAT HEIGHTS WILL NEED TO BE ADJUSTED IF TANK DIMENSIONS VARY FROM 21.64 GALLONS PER INCH 7. EASY ACCBSS TO VALVES AND UNIONS LDP DOSING PUMP TANK SECTION SGALE: NTS First 3116" bole is 2.51 from staff of onaI Start of Trench014 Manifold is 24" deep see site plan for Inaaifold size Valve bon 1 MANIFOLD TO TRENCH SGALE: NTS 1000 Gallon Concrete Top Seam Tank 21.64 gaVin (Hanover Mid Seam) Easy access to valves and unions FimtheWils wiR need to be adjusted if anh dimensions vary fmm 21.64 guMe, 1.25' SCH40 PVC BALL VALVE for restricting flow 6"1Cwnd Valve Box VALVE BOX 1 SGALE: NTS I PVC 1000 GALLON MID SEAM CONCRETE TANK LDP DOSING PUMP TANK PLAN SGALE: NTS 1 1/4' SCH 40 PVC Slip to Female Threaded 1 1/4' SCH 40 PVC Threaded Cap 11/4' SCH 40 PVC 1 1/4' Elbow •Gem)aia LPD DHAINFiELD VALVE BOX 2 10 SGALE: NTS C-04 B ARCHITECT NAME/SEAL: w > Ull Z I� U U F "7 U po po uj >U � z n � o 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 l SITE SUBMITTAL 7/13/20 NO. REVISION/ISSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: SEPTIC PLAN AND DETAILS DRAWING NUMBER: C-04 B SYMBOL CALLOUT LUMINAIRE TEMP. OUTPUT QTY. y A 2700 KELVIN 980 LUMENS 741 UTHENTICa AASHLEY HODUSE ESIGN WALL MOUNTL a B 2700 KELVIN 980 LUMENS DEEP LANDING WORKSHOP - L1316B SCONCE 0 S l� C 2700 KELVIN 490 LUMENS F VAUGHAN - KINGSTON WALL LANTERN 3 a `o D 2700 KELVIN 980 LUMENS F2 ANN MORRIS- MORRIS LIGHT a `o 0 E 2700 KELVIN 300 LUMENS 11 HYDREL - JENSON LED - 12" STEM y ' 0 2700 KELVIN 580 LUMENS F HYDREL - ASPEN LED -30° LIGHTING CUT SHEETS 00 Colonial Ashler House Coach Wall Mount Lantern - FA SM-LT45-S-W BULB SPECS: 2 60 Watt M-finum El2 BWba 2700 Kohms FATSH: Darkened Teme CLASS: Stiadard Pace BE LISTED FOR OUTDOOR USE VAUGHAN Kingston Wall Iantern - FC Flnhhs Brans WAo131.BZU%, Zinc WA0131 A.U% Bu65putlMolbn Bulb Base EI1CarMeMbra Base Maa Wattage Bulb Suppled No No Vaughan Recommends LED2700W500Im Fora brighter light a bulbwith a hgherlumen output On be used IR^ Furtm,IMonnitbrM Sultable for outdoor use. WA0131 PNaaINaM1aThese rates areforguidanceonly.Vaughan accepts no iesponsibilltyforartyimbllauon using the abore rates.Thefinal deceon on Installed. remains with the Installer. wullhandes*hs.com -.-1 4 iJ tl m ap, dins,.°, 1,navwsll..am L-1613B - FB 15'/," Mgb x e^ widex 5 v,' deep pmlcd 6'/,^ 7NvocmdaSbra(E12)w,kels EO wan max each/27M Kdtw CLUP. An'Outdmewe Finish is HN-OLCC, dad, lead.wl.oppe. Glass is GUR E hand made resw.andi Oleo A N N- M O R R 1 S N E W Y O R K n �- ^l ,t :ORRWI0022 - L (2 RUJIL: 3300 FhY (112) B3B4g55 EMAIL M.Enarahnnoma W EBBITE: wwv.emmm�iB.rom I MORRIS LIGHT -FD FINISH: STATUARY BRONZE B•D"IF[ER%4" DEPTH LAMPING: (2) SOCKETS PER FI%TURE- UP TO 40 WATT$ PER $OGET INCANDESCENT OR UP TO MI WATTS PER SOCKET LED LAMPBASE: MEDIUM BASE (EW) 2M UL LISTED FOR OUTDOOR USE A-M 0.00 0.00 coo 0.00 0.00 0. 0.00 0.0 .00 0.00 0.00 0.00 0.00 0.00 F 0.00 0.00 0.00. 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .0.00 0.0. 0.00 0.00 0.00 0.00 .DO 0.00 F F A 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 'QO,B.oD 0100 0100 0100 . D 0100 GO�T,,pp�Tyli ao 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 F%o!oq',��D D.oD D.oD D.oD D. D.oD 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 000.00 0.00 0.00 0.00 00 0.00 an 0.00Z01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 .ao 0.00 0.00 0.00 0.0D D.oD D.oD D. D.oD D.oD /ru0 0.01 0.08 0.37 0.38 09 0.01 0.00 0.00 0.00 0.00 0.00 "b 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.00 0.00 .Do 0.00 0.00 0.00 0.00 0.01 0.16 3.30 .]4 0.19 0.01 0. 0.00 0.00 0.00 0.00 0.0p 0.00 0.00 0.00 0.00 0.00 0.00 010 . 0.0 0.00 0.00 0.00 0 0.00 r 0.00 0.00 0.00 0.01 0.03 0.16 '9 1.94 0.15 0.01 0.00 0.00 0.00 0.00 0.00 O.Op 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.00 0.00 0.00 0.00 0. 0.00 / 0.00 0.00 0.00 0.01 0.18 1.71 1.51 0.16 0.04 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.24 .35 3.52 0.14 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 i- 0.01 0.01 0.04 0.07 0.36 0.63 0.27 0.03 0.01 0.00F .01 0.00 0.00 0.00 G +. 0000000� E; .50 0.09 0.05 0.06 0.06 0.03 0.02 0.02 0.01 0.01 =0.0 0.05 2.47 2.04 1.75 1.05 0.05 0.01 0.06 F O.DB 0.00 4 0.05 0.06 0.40 2.61 Lee 0.15 0.10 0.06 0.04 0.03 I0.0 0.06 1.86 1.63 1.70E 2.71 0.9 47 1.23 0.06 0.01 0.00 F E \ G1 5 1.8 0.96 0.13 0.64 B.34 2.52 9 0.72 0.34 0.15 0.11 a8 0.08 0.42 0.31 0.09 0.56 .58 2.52 0.06 0.00 E E Doe 0.6 2.66 2.79 2.53 .80 0.65 0.00 5.16 6.6 2. 0.79 1.35 0. 0.28 0.10 0.06 0.04 0.03 0.19 0.59 0.40 ' 0.04 A 0. 5 Et93 .91 6.47 9 0.00 0.00 0 0 0.00 2.04 2 1 .52 1.55 0. 0 0.2] 0.05 0.02 0.02 0.02 .02 A ?Q' E 0.01 Boa 0.03 0.15 .45 0. 6 0.77 0.00 0.00 0.00 3.21 E 11.42 6.86 5.09 0.90 0.08 2 0.01 01 0.00 E E O�O 0.00 0.01 0.01 0.03 0.0 0.18 4.69 0.00 0.00 0.00 BD 0 0.00 0.00 .00 0 6 07 C01�\ ,01 0.0 C C /_ D �q 0.00 00@ 0.01 0.01 0.03 0.00 0. 0.00 0.00 74 1 2 2.93 0.00 0.00 0.0 ODD 0 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0. A 1.14 B U 3.70 .93 0.61 .00 0.00 00.00 0.00 B 0.00 0.00 0.00 0.00 1.53 0.50 0.45 0. 026 0..03/0.01 _ GRAPHIC SCALE 20 p TT--_-20 40 _ ( IN FEET ) -----------1 inch = 20 ft. JENSON LED 12V LED15 HIGHLIGHTS 5 • meJ.ns°a' a " muMmmpyb'arM Iyrt fil.lu ai pe,M1wyn la Ao bMa mJbrvll " •Malable'n tlB wµ3wA' kM po-awi.-. eMerue PmbeT ultl4Rmfin, qu nnmim. • Suable l°r 'wa PN t3 • Oimmawe.ri,nlrn.wMymgmlydmmar MOUNTRIG I I I 0.00 0.00 9 0.34 0.18 13 / 0.14 Gl2 .008 0.04 : 0.02 be v 0. 0.08 0.06 0.(� 0.04 0.03 0.03 0.02 O Y 0.0 02 0 1 0.01 0.01 40 ( �1 .01 0.00 4.. .'HYDREL JENSON LED 12 ORDERING INFORMATION EXAMIE JENSON A 31EDt6 ANSI 12 PM6aL 512 DNA In- • as Ew Ira adi. Pasa..,.a� jI,•emc - dirt �� I� m JmY •asmam Nd1mE! himII6 SA Ins. saw• w o.m wrSEA m•.aww aaw.aa v NO. SN lONE braexan ad b y"mra�.nmam rxm.-OPE-r®� a SEE r.Nbahm.ne M.rndw•sAn n�EbWrt 'WHYDREL SITE LIC SCALE: 1 `20' ASPEN LED 12V/120V LED HIGHLIGHTS ..wiassahbadandP" -Dd,NsI..wi ana, r uona ndudn99mNnd wall,esa.d9n and a,rhihm,el xcmb • $ulubM(orwat l6Mb,u • Imega1dmre,h1201 • Dimmsbls Rithlowvdmns megrtatic din a., • TapmedyrelCH, • Me leWa'n e0ock and NlCa1 • t 1WIm DIMENSIONS LUMEN FACIIAGES as 11 so 1 as 1 so an •-'PsEQ- uvw.maAumman m,nw.avwrxci.. a w a RIONDAMD ONIFRIBUTION ad AS as 00© r ws mmr 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 0.00 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. TING PLAN d". `HYDREI °a°rN'sn a PERFORMANCE DATA UPS OUTPUT men...:....,. ,a.,..... PHOTOMETRIC DIAGRAMS rs..em+mi.noame".:n.nwanarm:wreefvaawEnr....M•:mm FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: ARCHITECT NAME/SEAL: LU U O O F `/ z CL 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 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: SITE LIGHTING PLAN DRAWING NUMBER: C-04 C STR# 1 m eru en mir FORCE MAIN 2' SCH. 40 FORCE INV. IN=521.50 MAIN SCALES. INV. OUT= 561.20' 1' =20' HOR. 1' =2' VER 09+00 10 11+00 12+00 13+00 14+00 70 65 60 55 50 45 40 35 MAINTAIN MINIMUM 24" COVER EXISTING GRADE30 o� OF� p0 PROPOSED GRADE 25 zo �o Qe 09+00 E. 10+00 11+00 12+00 GRAPHIC SCALE 13-00 570 565 560 555 550 545 540 535 530 525 520 <Z2 N 14+00 JO FORCE MAIN PROFILE SGALE: 1"=30' Wa 1� zw /H Vyy z W x FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: ARCHITECT NAME/SEAL: W ✓ U x � 0 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 1 SITE SUBMITTAL 7/13/20 NO. I REVISIONQSSUE I DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: SANITARY FORCE MAIN PROFILE DRAWING NUMBER: C-04 D ( IN FEET ) 1 inch = 30 ft. 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) / IVY ROAD TII1 US ROUTE 250 — I 80.00 R.O.W. ---LIMITS OF DISTURBANCE 1 --------------------------- I\ an SIF MU i 11 O r(( &TIP TO )"Cl " r Source: Va. DSWC / "" % / / \ % i TP / / \ / 525 \ i / /1= -523-- / / \ \ 524 , �/ �= SF k� 1 TPA } 525.65' \ \ PS TO 525.50' \ {� �526 A 71 _ EXISTING 1 STORY 525.50' I \\ \ HOUSE 1303 SF ' , I \ 1 ------------ t-""- >, FFE 527.91 / / 52s.55, MU 523 4 7 PS TO 1 525.85' EXISTING 2 STORY FFE 526. HISTORIC TAVERN I O ( 1 \f u / \ 525.95' 1612 SF 526.M (TOP WALK) MtJ ' -F PROPOSED 285 �'q _ 1 526.2T (HIGH POINT) 526.94' (TOP WALK) / \ Q _ __ 1 STORY EXISTING 1 _ 25.83 PS ADDITION STORY BLDG LIMITS OF DISTURBANCE / — O\J `rm , / 230 SF / 1-13500 CRITICAL STEEP SLOPES — �'� . 7< to 77 f- ------ --- / s ,��, 7 S450p�-_J/�c/ - /// U , J � n T I' I .00 ; LIMITS OF DISTURBANCE \ \ 5 \ / n T p \\ GRAPHIC SCALE 20 0 10 20 40 80 i ( IN FEET ) i I inch = 20 ft. 1 1` C PROPOSED 2 STORY ADDITION 979 SF 1:' 525.00 - SYNTHETIC CONSTRUCTION ENTRANCE - \ TRACKOUT CONTROL MATS BY FODS, OR EQUIVALENT - SEE DETAIL 04l C-06 A � LIMITS OF DISTRUBANCE TOTAL DISTURBED AREA = 24,833.35 SQ FT = 0.57 AC. GENERAL EROSION AND SEDIMENT CONTROL NOTES 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 (4VACSO-30). ES-2: THE PLAN -APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. THE NAME OF THE RESPONSIBLE LAND DISTURBER MUST BE PROVIDED TO 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 PLANS APPROVAL WILL BE REVOKED. ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS SOON AS THE FIRST STEP IN CLEARING. ES-4: 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 SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES-5: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES-6: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED, AFTER WHICH, UPON APPROVAL OF THE PLAN -APPROVING AUTHORITY, THE CONTROLS SHALL BE 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. ES-7: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES-8: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST EVERY 2 WEEKS AND IMMEDIATELY AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ES-9: THE CONTRACTOR IS RESPONSIBLE FOR THE DAILY REMOVAL OF SEDIMENT THAT HAS BEEN TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE. W 1 • rT, W wz z 0-4 ~� U x 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: AND LANDSCAPING- 526.20' V— MU I\ / ARCHITECT NAME/SEAL: 0 /\�� ES-10: SEEDING OPERATIONS SHALL BE INITIATED WITHIN 7 DAYS AFTER REACHING FINAL GRADE OR UPON �25 p s2s.ss' s2s.w' S2 %\\ I SUSPENSION OF GRADING OPERATIONS FOR AN ANTICIPATED DURATION OF GREATER THAN 30 DAYS OR +526.68' UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIC AREA. 525. 526 > LIMITS OF DISTURBANCE 525.+ CRITICAL STEEP SLOPES II \ \ \\ ` J II a \'\ I 1 1 \ - '1 ;1 ----- I ' �- ' A i 11 I I 11 1 I I '1 I�---- `— --_ 1 1 1 I I 1 I I a I 1,'1'l0lll II \ o '1 5400 II GRADING/E&SC PLAN SGALE: V=20' LEGEND N0. TITLE KEY SYMBOL F3O2] TEMPORARY SYNTHETIC CONSTRUCTION ENTRANCE 3,Q5 SILT FENCE 3.U7 STORM DRAIN INLET PROTECTION 3 08 CULVERT INLET PROTECTION 3.30 TOPSOIL STOCKPILE TSSP TSSP 3.30 TOPSOILING 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.35 MULCHING ES-11: 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-12: 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 TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES Mulches Per Acre Per 1000 sq.f. 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 12 lbs 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 a 5 U H E H C p U U U l� 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 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: JIG DRAWING DESCRIPTION: GRADING/E&SC PLAN DRAWING NUMBER: 1,—VJ Erosion and Sediment Control Narrative FOR DS Tavern Date: September 15, 2021 Lineage Project No. 19066 PREPARED BY: LINEAGE ARCHITECTS, P. C. 98 LEE HIGHWAY PO Box 991 VERONA. VA 24482 1 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 and any other perimeter controls deemed necessary by County inspector. 2 -Arrange pre -construction conference with Owner's rep, Builder, County E&SC Inspector and Engineer prior to commencing any land disturbing activities. 3-Install construction entrance and inlet protections. 4 - Rough grade the site. Extra topsoil may be placed on the temporary stockpile as necessary. 5 -Upon receiving certification of stabilized surfaces, remove all measures. 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. GRASS ESTABLISHMENT 1. Topsoiling - 3.30 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 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. 2. Temporary Seeding - 3.31 The topsoil stockpiles and all areas to be rough graded during the course of the project 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: Stabilization measures shall be applied to earthen structures such as dams, dikes, diversions, and sediment basin embankments immediately after construction of the said structure. 3. Permanent Seeding - 3.32 Permanent seeding shall be completed within seven days from achieving final grade of the site. 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 establishes successfully. Organic mulches are preferred -chemical mulches will be accepted following Owner's approval. 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 IDS 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 existing building, an 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 0.57 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 should complete in May of 2022 Vegetative Cover - The site is currently a well maintained grass area with a gravel parking lot. Note that undisturbed areas on the rear slopes 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 I II 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 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 Feb. 16 -Apr. 30 -Annual ryegrass Lolium Multi-Florum 100% 50 lbs/acre May 01 - Aug. 31 -German Millet Setaria Italics 100% PERMANENT SEEDING REQUIRED CARE LEVEL SPECIES (COMMERCIAL OR RATE IN LBS. PER ACRE RESIDENTIAL) 200 - 2501bs/acre Minimum -Kentucky 31 or Turf -Type Tall Fescue 90-100% -Improved Perennial Ryegrass 0-10% -Kentucky Bluegrass 0-10% 125 lbs/acre High -Minimum of 3, Maximum of 5 Varieties of Bluegrass from approved list for use in 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 70% -Red Top Grass 3% -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. 0 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 according to the Minimum Standards of the Virginia Erosion and Sediment Control Law, Regulations and Certification Regulations and Specifications outlined in the latest edition of the Virginia Erosion and Sediment Control Handbook. The followingsummaries are for quick reference only and do not preclude an requirements or q Y p Y q 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. Temporary Construction Entrance - 3.02 One temporary construction entrance shall be constructed as shown on the Erosion and Sediment Control Plan. The entrance shall be maintained in a condition that prevents tracking or flow of mud onto public rights -of -way. This may require periodic top dressing with additional stone or washing and reworking of existing stones as conditions demand and repair and/or clean -out of any structures used to trap sediment. All materials spilled, dropped, washed or tracked from vehicles onto roadways or into storm drains must be removed immediately. During wet weather conditions, construction vehicle drivers will be required to wash their wheels prior to entering the highway. During the washing process, the contractor shall ensure that the runoff created by the washing process is passed through one of the sediment removing devices such as a section of silt fence. Water for washing operations shall be hauled to the site. The use of water trucks to remove materials dropped, washed or tracked onto the roadways will not be permitted under any circumstances. 2. 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. 3 If Flatpea is used, increase to 30 lbs/acre. All legume seed must be properly inoculated This project shall not create concentrated runoff. Downspouts will be collected by a buried header and will be sent to the established drainage ditch. Water otherwise leaving the project area will be sheet flow. For grading information, please see sheet C-05. This meets quantity requirements per 9-VAC25-870-66.D. This project disturbs approximately 0.57 acres with a drainage basin of 377 acres more or less. As this ratio is well below 1%, the requirements for channel and flood protection criteria per 9- VAC25-870-66.0 are met. Water quality requirements indicate a 0.14 pounds phosphorous offset is required. Owner intends to purchase this on the third -party market. VRRM spreadsheet is attached. 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. 5. Long term maintenance of all E&SC associated items is the sole responsibility of the Owner. Maintenance for Construction for Temporary Stone Construction Entrance The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto public rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of the existing stone as conditions demand and repair and/or cleanout of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 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 7 3. 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. 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. 4 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 paid to the repair of damaged silt fence resulting from end runs 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. 5. An sediment deposits remaining in lace after the silt fence is no longer required shall be Y P 9 P 9 q 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 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 Toosoilin 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. Maintenance of Temporary Seeding (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. 8 FIRM INFO Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: ARCHITECT NAME/SEAL: 0 a P, 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 3 1 CO. COMMENTS 112/10/20 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: E&SC NARRATIVE I�lt7_V91�[tl�l�h\I.I �I.i C-05 A Z 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 place up until grasses are firmly established. Where 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 Permanent Vegetation- The application of permanent seeding and saving existing trees and large shrubs can help reduce soil and air movement from construction sites. Stone- Crushed stone or course gravel can be used as a permanent cover which will provide control of soil emissions. GRAPHIC SCALE DIRECTION OF PROPOSED FLOW DRAINAGE BASIN AREA 5GALE: 1 "=500' 4 Z w.r FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: ARCHITECT NAME/SEAL: 5 1 MINOR AMNDMNT 4 1 PERMIT SET 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: E&SC NARRATIVE, PROPOSED OVERLAND FLOW, & DRAINAGE AREA DRAWING NUMBER: ( IN FEET ) I inch = 30 ft. SGALE: 1 "= 30' C-05 B of of 4" #57 STONE SECURED w/ GravelPave OR APPROVED EQUIVALENT 4" HEAVY STONE 12" RDC, COMPACTED w/ SHEEP'S FOOT 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") I 575mm (22.637) GREENDRIVEWAY GD GRAVEL 60-40 A GREEN ALTERNATIVE FOR PAVING AND LANDSCAPING WEB: greendriveway.com Email: info@greendriveway.com GRAVEL GRID 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. 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. EXTENSION OF FABRIC AND WIIRE INTO THE TRENCH. FILTER FABRIC WIRE SILT FENCE DETAIL SCALE: NTS PAVER PLAN AND SECTION SCALE: NTS STANDARD ALUMINUM SIGN ALUMINUM "VAN-AGGESSIBLE" SIGN 2"X2" STL. TUBE, EXTEND 2'-0" INTO GONG. PILLED PIPE 6" DIA. STD. STL. PIPE PILLED WITH CONCRETE #6 BARS EACH NAY THRU PIPE HANDICAP PARKING SIGN SCALE: NTS Y LOO� II RESERVED PARKING PENALTY $100-500 FINE PRECAST CONCRETE OR CUT STONE CURB CONCRETE PAVER 3 1/8" (80 MM) MIN THICKNESS / V 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 UP AT SIDES OF BASE 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 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 PRECAST CONCRETE OR CUT STONE CURB SCALE F.S. FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: ARCHITECT NAME/SEAL: > W .a W 1 1-1 a O x Q W w > z U o r^' � � p P, r--1 M U 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 3 CO. COMMENTS 12/10/2.0 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: JF C) DRAWING DESCRIPTION: CONSTRUCTION DETAILS DRAWING NUMBER: C-06 'I v i I 1 I v � _ 1 �I 1p 00 .00 8 00 525.65' 526 \ \ I I I I I 25.50' , , i , o _ I A , /I 5' � ' I 526.55' 2r s 525.90' I (/72a�OpF� x \ J 527 i I I HANDICAP SIGN MOUNTED ON POST, 525.85' I DESIGN BY OTHER 84 OpF ' axJ 525.95' nln-r�c 1. SLOPES IN PARKING SPACES SHALL NOT EXCEED 2%. v 2. SLOPE OF WALKWAY SHALL NOT EXCEED 5%. v 3. CROSS SLOPE OF WALKWAY SHALL NOT EXCEED 2%. 4. ALL SURFACE MATERIALS SHALL BE ADA COMPLIANT. HANDICAP PARKING LAYOUT SCALE: 1" = 5' 0801DI APPROX DRAIN AREA =19.30 SD IN APPROX WEIGHT=5.80 WS 0985 � I i zs WAS ACTUALDIMENSIMSMAYVARY THSPRNTD15 0SF8MWS Tu FRINNIKN DIMENSIONSAREIN INCHES GRATE HAS UGHT DUTY RARNG pmgP E59Ox SPRINT D'DES NDTHEROCRm CUAUTY'. NATERIALSS CONF(XRMTOASTIAMWGRAD£70d0a5 1RPNSFER,ORUCwSEIIIUSEMTHF DESMiI OR PAINT'. CASTINGS ARE FURNISHED WITH A BUCK PAINT TFMCK ixFtl ATONMOMHEREiN RE%ioMMMCFTHNPRNTORPNYIxFa AflON SIZE OF OPENING MEETSREWIREMENTSOFAMERICAM DISABWTY CONTAMEDHEREIN, MNAMIFACT WMANY ACT AS STATED IN FEDERAL REGISTER PART H. DEPARThB:NT OF MTCI£HFREFAbA FMTHE DISfAMuxET00THER5 JUSTICE28CFRPART36 iSF0HemDEN,EX0EPTBYS*CF1CMT f1EN PERrssBiayFRON maws—�:m,ow, NYLOPLAST 8" DROP -IN GRATE SCALE: NTS nm vE AYE euvoxcA m2N3 ��� Pxx Rxo0)sll.xiCl FAx177DI9 lx.xAPo . flyiooias.0 com 525.50' ADA COMPLIANT GRAVEL GRID BRICK PATHWAY WHEEL STOP, typ. 2 DESIGN BY OTHER 526.94' 526.941 1 5..778 J ( - SEE DRAWING NO.7001-110-275 FOR ADS N-12 & HANCOR DUAL WALL BELL INFORMATION ®- SEE DRAWING NO.7003-110-031 FOR WATERTIGHT SWAGE JOINT DETAIL 3 - DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY 4 - DIMENSIONS ARE IN INCHES NYLOPLAST 8 x 8 TEE SCALE: NTS THAUKUL INTRU MP GENERAL INFORMATION The FOOS Composite trackout control system is designed to be used as a temporary construction entrance which provides site access while minimizing sediment leaving the site. The top surface of the FODS mat is a geometric pattern formed in the shape of pyramids. The mats are unidirectional and are meant to have the staggered pyramids in the direction of travel. Individual mats are connected together with hardware to form various configurations to fit yourjobsite. Mat Size:12'(w) x T(l) x 3 3/4" (t) (2 7/8" pyramid height) Truck -Load: 96-Mats Mat Weight: 430lbs Hardware boxes is contain within mats pallets Pallet Size: 8-Mats FEATURES b BENEFITS ° Reusable Extreme Durability Increased Effectiveness at e' Rapid Installation 8 Removal Reducing Site Trackout o Excavation not required UN Stable Chemical Resistant ," I ; " ` �'srre• Visible Hi hl y g Y � Rock -less Easy to Clean Reduces Waste Economical = Easy and efficient to Recyclable / Reduces Waste transport from site -site Each site must be evaluated toI Idetermine the proper layout, width, and duration of the FODS Trackout Control System (FTCS) based site conditions, entry and exit egress, traffic levels, site soil conditions, and ability to the maintain trackout system. Outlined below are a number of common layouts, the mats are unidirectional and due to the versatility of the mats design the FTCS can be engineered to fit the needs of any site: ROADWAY NOAMAY MIID•AY ROADWAY RDAMY F0DS1x4 FODS 2x4 FODS 1x4T FORS 1x5T FODS 1x7T FOOS I.I.C. I THE MUD STOPS HERE I GETFODS.COM I 1-844-200-3637 TRACKOUT CONTROL MAT BY FODS SALE: ET5 17.75 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 3130 VERONA AVE BUFORD, GA 30518 N to last PHN (770( 932-2443 FAX (770) 932.2490 Y www.n Io last-us.com Y P FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: ARCHITECT NAME/SEAL: W c� Z � o � z U F O O z F U rn z o o U � 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 3 CO. COMMENTS 12/10/20 2 COMMENTS 8/18/20 I SITE SUBMITTAL 7/13/20 NO. REVISIONASSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: HANDICAP PARKING LAYOUT & CONSTRUCTION DETAILS DRAWING NUMBER: C-06 A EL 1 I DIB 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.) 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. 0 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 (4 IN.) HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. J IYIIII ,I,PiI, II..... IYIYYIYIYYp REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP ,',',',',' HALF OF ROOT BALL „ il,,,f ,,,,,,,, , ,,, ,,,, 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 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 I KEE VVKAF'F'INV ULIAIL SCALE: NTS INTERNATIONAL SOCIETY OF INTERNATIONAL SOCIETY OF ARBORICULTURE ARBORICULTURE 1400 WEST ANTHONY DRIVE CHAMPAIGN, IL 61821 (217) 355-9411 (217) 355-9516 FAX WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER -14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER -12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED 13 MM (0.5 IN.) DIAM. V PLASTIC HOSE GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN. < 240 x 40 MM (1.5 x 1.5 IN.) >_ kEAPPROVED HARDWOOD STAKES OR OTHER STAKE MATERIAL ALL STAKES SHALL BE DRIVEN OUTSIDE 14�ew__r THE EDGE OF THE ROOT BALL. 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 SCALE: NT5 DRIP LINE PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRADING n PROPOSED GRADING \ � ,• r•r r •+ • r r r r r / MIN 5' , •1""'? WHERE DRIP LINE IS LESS THAN 5' U. CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES TREE PROTECTION DETAIL SCALE: NTS FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: ARCHITECT NAME/SEAL: w a a �J W � o a x � � UF 5 MINOR AMNDMNT 8/9/2021 4 PERMIT SET 12/30/20 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: LANDSCAPING DETAILS DRAWING NUMBER: C-07