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SDP201800091 Plan - Other (not approved) 2019-06-07
RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIAOAKLEIGHMINOR SITE PLAN AMENDMENTPREPARED BY:ALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comEdwards designStudio, PLLCLandscape Architecture and Site Planning4936 Old Boonsboro RoadLynchburg,VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comSITENImage provided by GOOGLE MapsVICINITY MAP | Scale: NTS17 DECEMBER 2018ELECTRIC METERFIRE HYDRANTI.S.I.F.IRON PIN FOUNDIRON PIN SETSPOT ELEVATIONSTORM INLETMANHOLE479.70SSWSDWMDIGMFHABLOW-OFF ASSEMBLYCLEANOUTWVCOBOAWATER VALVE / METERGAS VALVE / METERTRANSFORMERPEDUTILITY PEDESTALMHGVGOHEUGEPPLPPOWER POLELIGHT POLEOHTUGTGAS LINE (EX. / PROP.)WATER LINE (EX. / PROP.)SANITARY SEWER LINE (EX. / PROP.)STORM LINE (EX. / PROP.)OVERHEAD ELECTRIC (EX. / PROP.)UNDERGROUND ELECTRIC (EX. / PROP.)OVERHEAD COMMUNICATIONS (EX. / PROP.)UNDERGROUND COMMUNICATIONS (EX. / PROP.)BOUNDARY / RIGHT-OF-WAY LINESETBACK LINEEASEMENT LIMITSCONTOUR LINE (EX. / PROP.)CENTERLINEDEGREE / DIRECTION OF SLOPE3:12.50%HPLPHIGH POINTLOW POINTDITCH / SWALEWATER COURSEBMEMGUY WIREGUYDSYDDOWNSPOUTYARD DRAINYARD HYDRANTYHBENCHMARKVDOT STD. HEADER CURBVDOT STD. CURB & GUTTERVDOT STD. HANDICAP RAMPHANDICAP PARKING SYMBOLDUCTILE IRON PIPEREINFORCED CONCRETE PIPECORRUGATED METAL PIPEPOLYVINYLCHLORIDE PIPEHIGH-DENSITY POLYETHYLINE PIPEVITRIFIED CLAY PIPEFINISHED FLOOR ELEVATIONTO BE REMOVEDTO BE TRANSPLANTEDTO BE SAVEDCG-2CG-6CG-12HCDIPRCPCMPPVCHDPEVCFFETBRTBTTBSSINGLE / DOUBLE WATER METERSWM / DWMGATE VALVEGVBOABLOW OFF ASSEMBLY670LEGENDSHEET 2SHEET 3SHEET 4SHEET 4ASHEET 5SHEET 6SHEET 7SHEET 8SHEET 9SHEET 10SHEET 11SHEET 11ASHEET 12SHEET 13SHEET 14SHEET 15SHEET 16SHEET 17SHEET 17ASHEET 18SHEET 19SHEET 20SHEET 20ASHEET 20BSHEET 21SHEET 22SHEET 23SHEET 24NOTE: WPO/VSMP AND VET MEMORIAL PLANS ARE PACKAGED SEPARATELYPLANNING/ZONINGENGINEERBUILDING OFFICIALARCHITECTURAL REVIEW BOARDFIRE OFFICIALACSAVDOTCert. No. 0931Steven W. EdwardsCOM M O NWEALTHOFVIRGINIALANDSCAPE ARCHI T E C T Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R NOTES AND PROJECT DATAEXISTING CONDITIONS AND DEMOLITION PLANSLAYOUT PLANPHASING PLANGRADING PLANTREE CONSERVATION PLANTREE CONSERVATION PLANROAD PROFILES AND TYPICAL SECTIONSINLET DRAINAGE AREA MAPDRAINAGE COMPUTATIONSSTORM DRAIN PROFILESSTORM DRAIN DETAILSUTILITY PLAN WATERLINE PROFILESWATERLINE DETAILSSANTITARY SEWER PROFILESSANITARY SEWER DETAILSLANDSCAPE PLANSUPPLEMENTAL LANDSCAPE PLANLANDSCAPE DETAILSPHOTOMETRIC PLANLIGHTING DETAILSLIGHTING DETAILSLIGHTING DETAILSSITE DETAILSSITE DETAILSSITE DETAILSSITE DETAILSSHEET INDEXREVDATEDESCRIPTIONSHEETS REVISED--2/8/17BOS ACTION- APPROVEDNONE--6/19/17MSPA- APPROVEDNONE--6/13/18MINOR SPA- APPROVEDNONE--12/17/18APARTMENT MINOR SPA SUBMITTAL SEE INDEX1.04/12/19COUNTY COMMENTS (ON 2/12/19)2.06/03/19COUNTY (ACSA, ENG)/OWNER COMMENTS3.06/07/19COUNTY (PLANNING) COMMENTSREVISION HISTORYAPPROVALSPREVIOUS COUNTY PROJECT #:SDP200800101, SDP201700005,SDP201700060ALSO REFERENCEWPO201700023CURRENT COUNTY PROJECT #:SDP2018000916-07-196-07-1931234534556/7/2019 4:16:17 AM SITE-SPECIFIC NOTES:THIS PROJECT LIES WITHIN THE WATERSHED OF THE BEAVER CREEK AND SOUTH FORK RIVANNA RESERVOIRWATERSHEDS.NONE OF THE SUBJECT PROPERTY LIES WITHIN THE DESIGNATED 100-YEAR FLOOD PLAIN (ZONE C).FEMA MAP 510006 0203B.THE EXISTING VEGETATION OF THE SUBJECT SITE IS PREDOMINANTLY MATURE HARDWOOD TREES.5' (EXCLUSIVE OF CURB) MINIMUM WIDE CONCRETE SIDEWALKS SHALL PROVIDE PEDESTRIAN ACCESS THROUGHOUTTHE SITE.TRASH SHALL BE PLACED IN DUMPSTERS AND COLLECTED PRIVATELY.ALL SIGNAGE / SITE IDENTIFICATION DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELYBY THE OWNER /DEVELOPER.EASEMENTS HAVE BEEN SHOWN AS PART OF THIS SITE PLAN BUT WILL BE RECORDED AT THE TIME OF FINAL SITEPLAN APPROVAL.THIS PROJECT WILL BE DEVELOPED IN SEVERAL PHASES.CONTRACTOR SHALL IDENTIFY AND REMOVE ANY ABANDONED SEPTIC TANK AND DRAIN FIELDS.1.2.3.4.5.6.7.8.9.ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / ORINSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTORAGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK ANDIMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATEDWITH SPECIFIED IMPROVEMENTS.CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS AREREPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELDCONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OFCERTAIN UNDERGROUND FEATURES.THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK ANDSCHEDULE / ATTEND ALL REQUIRED PRE-CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALLBONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND ANAPPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON-SITE AT ALL TIMES.THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHERTRADES ON-SITE.UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPEREXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY,AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THEWRITTEN CONSENT OF THE ENGINEER.THE SITE WORK IS TO BE LAID-OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOTACCEPTABLE. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSEARCHITECTURAL DESIGN MANY TIMES CONTINUES AFTER SITE PLAN APPROVAL, STRUCTURAL INFORMATIONREFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OFANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULTWITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE.THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TOTHE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALLMAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANYDISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK.THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERSAND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE /SHE IS STORING ON-SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS ORWORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDINGCONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN,ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANYAND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHERTHE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON-SITE DURINGCONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TOCOMMENCING GRADING OF THE SITE. ALSO, THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROLMEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES.DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TONEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTEDTO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITHREPAIR AND RESTORATION OF SERVICE.ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROMDAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSEASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR.USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALLOBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON-SITE. ALLOTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALLBE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS.PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANYEXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THISPLAN, AS DRAWN, MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIESOCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OFTHE REQUIRED PRE-CONSTRUCTION CONFERENCE.GENERAL NOTES:PERFORMANCE STANDARDS:1.2.3.4.5.6.7.8.9.10.11.12.13.14.ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THEEARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY.ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGESTRUCTURE.EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSIONCONTROL PLAN AND INASMUCH AS IS POSSIBLE SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHERCONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THEPROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OFEROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROLBOND.ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BEACHIEVED. ALL SLOPES GREATER THAN 3:1 SHALL BE MATTED WITH VDOT EC-2 SLOPE STABILIZATION MAT.PAVED, RIP-RAP OR STABILIZATION MAT-LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTYAGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.ALL PAVING AND DRAINAGE-RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONSAND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BEAPPROVED BY ENGINEER.FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS.FOR SPECIFICS REGARDING SPECIALTY PAVING REFER TO DETAILS.ALL CURBING SHALL BE VDOT STANDARD CG-2, UNLESS OTHERWISE NOTED. ALL PARKING SPACES MARKED "HC" ARETO BE DESIGNATED FOR HANDICAP PARKING VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8' X 18' ANDADJACENT TO A 5' X 18' PAINT-OUT AISLE. ALL VAN ACCESSIBLE SPACES SHALL BE 11' X 18' AND ADJACENT TO 5' X 18'PAINT-OUT AISLE.SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 4'.LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANYPARKING SPACES.PARKING TO BE 9' x 18' x 24' OR 10' x 18' x 20'. PARKING STALLS MAY BE REDUCED TO 16' WHERE A GRASS OVERHANG ISPOSSIBLE.PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH.LOADING SPACES T0 BE 12' x 25' WITH A 24' MINIMUM AISLE WIDTH.ONE-WAY AISLES SHALL HAVE A MINIMUM WIDTH OF 12'.PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION.DUMPSTER PADS TO BE 10' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING, TOTAL DEPTH IS 18'.DUMPSTER PADS TO BE A MINIMUM OF 4" STONE BASE AND 6" CONCRETE OF 4000 PSI AT 28 DAYS, OR STRONGER,REINFORCED WITH A MINIMUM GRID OF #4 BARS AT 12" ON CENTER, OR STRONGER.SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, WITH A 4" CONCRETE SURFACE (3000 PSI AT 28 DAYS, ORSTRONGER), 4" 21-A STONE BASE, WITH UNDERDRAINS (UD-4, ETC.) PER VDOT STANDARDS.ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALLREINFORCED CONCRETE PIPE SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. ALL HDPE PIPE SHALL BE ADS N-12 OREQUAL W/VDOT STANDARD PB-1 BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE 40.ALL ROOF DRAINS, UNLESS OTHERWISED NOTED, ARE TO BE DIRECTED TO PROPOSED PAVED SURFACES SO THATRUN-OFF CAN BE DIRECTED TO STORMWATER QUALITY FEATURES PRIOR TO ENTRY INTO THE PROPOSED STORMSEWERAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR TYING ALL ROOF LEADERS INTO A MEANS OFTRANSITION INTO THE SITE STORM SEWERAGE PROGRAM.ALL WATERLINE IS TO BE CLASS 52 D.I.P UNLESS OTHERWISE SPECIFIED. ALL WATER SERVICE LATERAL TO BE TYPE' K'COPPER TUBING AS A MINIMUM.ALL SANITARY SEWER LATERALS TO BE OF SCHEDULE 40 PVC AS A MINIMUM.ELECTRIC, TELEPHONE AND OTHER CABLED UTILITIES SHALL BE BROUGHT TO THE SITE VIA A SINGLE TRENCHWHENEVER POSSIBLE. ANY REQUIRED CONCRETE UTILITY PADS SHALL BE CONSTRUCTED BY THE CONTRACTOR, WHOSHALL COORDINATE WITH UTILITY PROVIDERS TO ENSURE PROPER SIZE, NUMBER AND PLACEMENT OF ASSOCIATEDCONDUIT.QUALITATIVE STANDARDS:1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THECONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OFTHE WORK.THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ONTHE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWNINITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER ANDSEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILEDDESCRIPTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE,OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES,ETC.ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTUREEXTENSION OF THE LINE.AS-BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANSSHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS-BUILTPLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIEDLATEST EDITION CHECKLIST.1.2.3.4.5.6.7.8.9.WATER AND SEWER:ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES:1.2.3.4.5.6.7.8.9.PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANYEXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THISPLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIESOCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OFVDOT UNLESS OTHERWISE NOTED.EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSIONCONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPESOF 3:1 OR BETTER ARE TO BE ACHIEVED.PAVED, RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTYENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THECONSTRUCTION INDUSTRY (29 CFR PART 1926).ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS:1.2.3.4.5.6.7.8.9.10.11.12.13.CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY.THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCEOF THE START OF CONSTRUCTION.UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALLHAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BESUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENTDESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHINEASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TOA BOUNDARY LINE OR A NATURAL WATERCOURSE.GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BEFIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOTSHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHENGUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACEOF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOTCG-9(A, B OR C).WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOTSTANDARD PE-1.COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THETYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINALPLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BENULL AND VOID.ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFICCONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN,IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDESAFE AND CONVENIENT ACCESS.THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINEDBY VDOT FOR PUBLIC ROADS.VDOT STANDARD CD-1 OR CD-2 CROSS-DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUTAND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMEDINACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.DEVELOPER:PROPERTY OWNER:TAX MAP / PARCEL #:PROPERTY ADDRESS:PROPERTY SIZE:MAGISTERIAL DISTRICT:CURRENT ZONING:ZONING APPROVAL:ZONING OVERLAY DISTRICTS:COMPREHENSIVE PLAN:DENSITY (OVERALL GROSS):DRINKING WATER WATERSHED:PROFFERS:WAIVER / VARIANCE REQUESTS:SURVEY SOURCES:DATUM:BENCHMARK:BREAKDOWN:RECREATIONAL AREA:WATER & SEWER SOURCE: :OAKLEIGH ALBEMARLE LLC, 690 BERKMAR CIRCLE, C'VILLE, VA 22901 (T) 434-978-1766,(F) 434-978-0118; CONTACT: GEORGE RAY, JR.SAME AS ABOVE04500-00-00-026A0547 WEST RIO ROAD8.822 ACRESRIONMD, ENTRANCE CORRIDOR OVERLAY (ZMA201600015)ZMA201600015, APPROVED BY BOS ON 2/8/2017AIRPORT IMPACT AREA (AIA); STEEP SLOPES (MANAGED)URBAN DENSITY RESIDENTIAL (6.01-34 DU/AC)URBAN MIXED USE (in Centers), NEIGHBORHOOD 1 (Places 29)PROPOSED: 4.54 DU/ACNOTE: MAXIMUM ALLOWED = 12.36 DU/AC.SOUTH FORK RIVANNASEE THIS SHEETPARKING WAVIER RECEIVED DURING ZMA (07-04) REVIEWPHYSICAL, TOPOGRAPHIC & BOUNDARY: ROBERT LUM, DATED 5/30/03. ADDITIONALSURVEY WORK PROVIDED BY THOMAS B. LINCOLN LAND SURVEYORS, DATED 5/31/07& 11/15/07. EXISTING CONDITIONS AND TOPOGRAPHY VISUALLY VERIFIED BY ALANFRANKLIN PE, LLC AND LINCOLN SURVEYING WHILE ON SITE THROUGHOUT FEBRUARY2017NAVD 83 (STATE PLANE)TOP OF FIRE HYDRANT; ELEVATION = 566.50SEE CODE OF DEVELOPMENTALBEMARLE COUNTY SERVICE AUTHORITY- JURISDICTIONAL AREAPROJECT DATA:OF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-19312345STANDARDS AND SPECIFICATIONS:VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002.VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001.VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION,VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992.INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION.VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION ANDEXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION.INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD, DATED 2003.SOIL SURVEY OF ALBEMARLE COUNTY, DEPARTMENT OF USDA; DATED 2003.1.2.3.4.5.6.7.8.PROFFERS:1.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER ANDSEWER CONSTRUCTION STANDARD-VERSION 1.0, ADOPTED IN DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED INSPECIAL NOTES.2.RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCESHALL BE HELD WITH RWSA PRIOR TO START OF ANY WORK.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).4.RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OFCONSTRUCTION5.ALL WORK IS SUBJECT TO THE INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUTCOORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ONWEEKENDS OR RWSA HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA.6.FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALLDOGHOUSE MANHOLES MUST BE PRESSURE-TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM.7.THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOTNECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION,SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFYTHE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUEDILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS ORNOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NOADDITIONAL COST TO THE OWNER8.EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTENPERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BYRWSA IN WRITING.9.NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVALOF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE-BLAST SURVEY MAY BE REQUIRED. FOR BLASTINGWITHIN 100 FEET OF ANY OPERATIVE RWSA SEWER LINES, BYPASS PUMPING AND/OR PRE- AND POST-CCTV MAY BE REQUIRED.RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSEDBLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THECONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.10.THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADEUNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OFTHE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE.11.NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES APPROVED PRIOR TOMAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEWWATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM.12.ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE.13.NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS,RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC.14.TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.RIVANNA WATER AND SEWER AUTHORITY GENERAL CONSTRUCTION NOTES- LAST REVISED APRIL 2016NotesREZONING APPLICATION PLAN FOR NTS25336/7/2019 4:16:22 AM xxN51°10'52"W211.49'N42°43'52"W207.47'N20°30'48 "E440.88 'S74°45'11"E181.07'S64°53'22"E284.98'S46°49'18"W354.45'S38°21'05"E75.06'S46°49'37"W439.51'L 1 L2L3L4OHE C1x x x x x x xxxxxxx550 5 5 0 550550560 56056 0 560560560570 57057 0 570560560560570 570 550580590580 5705 8 0 5 8 0 102115605605605705705705705705705 7 0580580 OHE OHE 5505 6 0 GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G GGGGOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE TMP 45-26A1Now or FormerlyEJM GARDEN, LLCD.B. 2717 PG. 746Zoned: C1Comp. Plan: Urban DensityUse: CommercialBlock A1TMP 61M--12-1A1BERKMAR CROSSINGCONDOMINIUMASSOCIATIONS, ET ALZoned: PDMCComp. Plan: Community ServiceUse: Commercial-OfficeSee ChartBlock F1TMP 61M--13-1F1 thru F5BERKMAR CROSSING CONDOMINIUMASSOCIATIONS, ET ALZoned: C1Comp. Plan: Community ServiceUse: Commercial-OfficeSee ChartBlock 6Lot 2TMP 61M--06-2Now or FormerlyKATHLEEN S. WICKLINED.B. 804 PG. 527W.B. 72 PG 148Zoned: R2Comp. Plan: Neighborhood DensityUse: ResidentialBlock 6Lot 1TMP 61M--06-1Now or FormerlyPREMIL OR RANKA CETICD.B. 2301 PG. 366W.B. 72 PG. 148Zoned: R2Comp. Plan: Neighborhood DensityUse: ResidentialBlock 5Lot 19TMP 61M--05-19Now or FormerlyWILLIAM R. THOMAS OR RACHELT. CASTILLOD.B. 2829 PG. 593Zoned: R2Comp. Plan: Neighborhood DensityUse: ResidentialWOODBURNRDROUTE 659RIO ROAD(ROUTE 631) VARIABLE WIDTH R.O.W.35 MPH30' ELECTRICEASEMENTD.B. 747 PG. 532Block A1TMP 61M--12-1A2 thru 1A6BERKMAR CROSSINGCONDOMINIUM ASSOCIATIONS,ET ALZoned: C1Comp. Plan: Community ServiceUse: Commercial-OfficeSee ChartBlock F1TMP 61M--13-2F1 thru 2F4BERKMAR CROSSING CONDOMINIUMASSOCIATIONS, ET ALZoned: C1Comp. Plan: Community ServiceUse: Commercial-OfficeSee ChartOPEN PASTUREOPEN PASTUREVDOT DRAINAGE ESMT-(PROJ. # 0631-002-185. C501)TO BE ADJUSTED/ABANDONEDEX. ENTRANCEAND CULVERT TO BEREMOVED ONCE NEWENTRANCE IS IN PLACEEX. CONCRETE SIDEWALKTO BE REMOVEDFROM THEEX. ENTRANCE WEST TO THEFIRST ENTRANCE TO THEGARDEN SPOT AND EAST TOTHE PROPERTY LINEBENCHMARKFOUND ON TOP OFEXISTING FHA;ELEV. 566.50'THEGARDENSPOTBERKMAR CROSSINGWVFHADENSERVEGETATION INTHIS AREATBR;TYP.STAND OF PINETREESLOWEST BRANCHES OF EX. LEYLAND CYRESSHEDGEROW TO BE REMOVED TO ENABLEINSTALLATION OF SILT FENCE JUST UPHILL OFTREE TRUNKS. MINOR FILL PLACEMENT UNDERDRIP LINE MAY BE REQUIRED.EX.ASPHALTPARKINGEX. ASPHALT PARKINGEX. CONRETE WALLLPLPEX. TREELINE;TYP.TBR;TYP.EXISTING OVERHEAD LINES AND POLES MAY BEUSED FOR TEMPORARY SERVICES. ONCE THESEARE NO LONGER NEEDED THEN THEY ARE TO BEREMOVED BACK TO RIO ROAD AND ANYASSOCIATED EASEMENTS ARE TO BEABANDONDEDEX. FENCE TO BE REMOVEDUP TO THE SW CORNERUPUPUPUPUPUPUPCENTEL F1-6CGRAVEL AREAOVERHEAD ELECTRIC LINES ANDOTHER SERVICES TO BE PLACEDUNDERGROUND ALONG FRONTAGEWITHIN EXISTING EASEMENT. ANYEXISTING POLES/PEDESTALS/ETC.NOT NEEDED SHALL BE REMOVEDDURING PROCESS UNLESSDETERMINED TO RELOCATE ANDLEAVE LINES AERIALEXISTING FENCE TO BE REMOVED ALONGPROPERTY LINE AS NEEDED TO COMPLETE SITEIMPROVEMENTS. FENCING MAYBE ADDED BACKAT OWNER'S DISCRETION ALONG THE SITE'SPERIMETERFHALPOPEN PASTUREBREAK FENCE ANDREMOVE TREES ASNECESSARY TO PERMITTHE SEWER EXTENSION4 SPACES AND CURBINGTO BE REMOVED FORINTERCONNECTION TYP.TERMINATE OVERHEADELECTRIC SERVICE ANDPLACE UNDERGROUND32B32A323333A33B5A6C5432A4B21A1EX. CURB &GUTTER TOBE REMOVEDIN ORDER TOALLOW FORNEW TURNAND TAPERAPPROXIMATELOCATION TO ENDDEMO OF EXISTINGSIDEWALKTERMINATE OVERHEADELECTRIC SERVICE ANDPLACE UNDERGROUND+/- 1135' TOBERKMAR DRIVE &+/- 259' TOWOODBURN RD.+/- 589' TOHERITAGEHALLENTRANCE4A4C6B6A786928131210E10F27293031A3132C35C33C35D343535A35B363738B383938A39A24B4040A4241434444A44B44C44D44E34A3434B24A191717A1621202227A2623242521A10D14A141511C11A11B1110A1010B10C11D11E1836ANOTE: PRIOR TO ANY DEMOLITION THE TREEARBORIST SHALL BE CONSULTED AND MADEAWARE OF THE CONSTRUCTION SCHEDULE INORDER TO BE ON-SITE DURING THEDEMOLITION. CONTRACTOR SHALL INSTALLALL TREE PROTECTION MEASURES PRIOR TODEMOLITION AND FOLLOW ALL THERECOMMENDATIONS OF THE ARBORIST TOENSURE THE SURVIVAL OF THE TREES BEINGPRESERVED. CONTRACTOR WILL BE HELDACCOUNTABLE FOR ANY TREE DAMAGERESULTING FROM THEIR, OR THEIRSUB-CONTRACTOR'S ACTIONS. CONTRACTORSHALL BE SUBJECT TO FINES FOR DAMAGESAS OUTLINED IN THESE PLANS. ALL DAMAGESWILL BE DETERMINED BY ARBORIST . SEESHEET 6, CONSERVATION PLAN, FORADDITIONAL INFORMATION.PRIOR TO CONSTRUCTION:1.THE CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING BEFOREDEMOLITION OF BUILDINGS.2.CONTRACTOR AND ARBORIST SHALL DEVELOP A PLAN FOR REMOVAL OF THETREES NOT BEING PRESERVED ON SITE BEFORE START OF DEMOLITION.3.CONTRACTOR SHALL TRENCH ALONG TREE PROTECTION PERIMETERS TO CUTROOTS AS INSTRUCTED BY THE ARBORIST.4.THE REMOVAL OF TREES WITHIN TREE PROTECTION AREAS(2A,5A,24B,26,36,37,39,44E) SHALL BE BY SAW AND STUMP GRINDER OR ASOTHERWISE DIRECTED BY THE ARBORIST. KEEP CHIPS ON SITE FOR USE INTREE PRESERVATION AREAS.5.TREE PROTECTION FENCING TO BE INSTALLED BY THE CONTRACTOR ASINDICATED ON THE APPROVED FINAL SITE PLAN.6.TO AVOID DAMAGE OF SURROUNDING CANOPIES, SOME TREES INCONSTRUCTION ZONES MAY NEED TO BE BRUSHED OUT BEFORE FELLING ANDREMOVAL OF STUMPS WITH HEAVY EQUIPMENT.7.THE ARBORIST SHALL ASSESS TREES FOR HAZARDS AND INTERFERENCE WITHCONSTRUCTION ACTIVITIES AND PRUNE AS NEEDED.8.THE ARBORIST SHALL CONDUCT WEEKLY SITE VISITS TO VERIFY COMPLIANCEWITH TREE PRESERVATION POLICIES AND TO EVALUATE TREE HEALTH.9.ARBORIST SHALL CONSULT OWNER AS NEEDED FOR ARBORICULTURAL ISSUESTHROUGHOUT PROJECT.10.FOLLOWING CONSTRUCTION (AS NEEDED AND AUTHORIZED) THE ARBORISTSHALL:a.FERTILIZE WITH ADDITIONAL MYCORRHIZAE AFTER FINAL GRADING ISCOMPLETED. THIS MAY BE DONE IN DIFFERENT AREAS AT DIFFERENT TIMESIF THE PROJECT IS COMPLETED IN PHASES.b.PRUNE TREES TO ELIMINATE DEAD, DYING OR INTERFERING BRANCHES.c.ARBORIST SHALL INSTALL LIGHTNING PROTECTION IN THOSE TREESDETERMINED BY THE ARBORIST TO WARRANT SUCH PROTECTION.d.IRRIGATE IF NECESSARY TO SUPPLEMENT RAINFALL.e.ARBORIST SHALL CONDUCT REGULAR INTEGRATED PEST MANAGEMENT(IPM) VISITS DURING THE GROWING SEASON FOR A PERIOD OF 5 YEARS,STARTING UPON THE ISSUANCE OF THE LAST CERTIFICATE OF OCCUPANCYWITHIN THE PROJECT TO INSPECT FOR INSECT, DISEASE, NUTRIENT ORENVIRONMENTAL PROBLEMS.UPCENTEL F1-6DUPCENTEL F1-6DAUP W/ TRANSF#KB92CHAINLINK FENCE TOREMAIN OR REPLACED BYOWNER WITH PERMISSIONOF THE GARDEN SPOTTMP 45-26Now or FormerlyMEDICAL FACILITIES OF AMERICAD.B. 3678 PG. 655Zoned: R6Comp. Plan: Urban DensityUse: ResidentialPORTION OF EXISTING DRIVEWAYTO REMAIN OPEN TO SERVE AS ANEMERGENCY ACCESS ROUTE IFNEEDEDTREES TO BEREMOVED IF NEEDEDFOR CONSTRUCTIONEX. DI TO BEREMOVED ANDREPLACEDTREE #31 FELL DOWN ANDFOR NATURAL REASONS ONFEBRUARY 25, 2019 FORNATURAL REASONS. IT HASBEEN REMOVED.OF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-193123451.2.3.SURVEY DATA:PHYSICAL, TOPOGRAPHIC & BOUNDARY:ROBERT LUM, DATED 5/30/03.ADDITIONAL SURVEY WORK PROVIDED BYTHOMAS B. LINCOLN LAND SURVEYORS, DATED5/31/07 & 11/15/07. DATUM: NAVD 83 (STATEPLANE); BENCHMARK: TOP OF FIRE HYDRANT;ELEVATION = 566.50CURVE DATA:C1 = (R) 2648.37' (D) 4°32'14" (T) 104.92' (L) 209.72'LEGEND:BG = BLACK GUM CHR = CHERRYHEM = HEMLOCK LOC = LOCUSTRO = RED OAK RM = RED MAPLEVP = VIRGINIA PINE WAL = WALNUTWO = WHITE OAK1.2.3.4.030'15'60'120'NADJACENT OWNERSNOTES:THE PROPERTY LIES WITHIN FLOOD ZONE C ASSHOWN ON THE FIRM MAP PANEL NO:5100060230B.THIS PROPERTY DOES NOT HAVE ANYCRITICAL SLOPES.DATUM: STATE PLANE COORDINATE 1983BENCHMARK: TOP OF FHA ELEV. 566.50TREE INVENTORY:SOIL DATA27B65B65C94CELIOAK LOAM, 2 TO 7 PERCENT SLOPESPACOLET SANDY LOAM, 2 TO 7 PERCENT SLOPESPACOLET SANDY LOAM, 7 TO 15 PERCENT SLOPESWEDOWEE SANDY LOAM, 7 TO 15 PERCENT SLOPES1" 30'3Existing Conditionsand Demolition Plan55XX6/7/2019 4:16:28 AM 188515111312149 131311 5 10 131313138 12 HC21652A350093XX 8100' SOLID LI N E S ( M A T C H W I D T H O F E X I S T I N G S K I P L I N E S ) SOLID WHITE LINE TO M A T C H E X . TIE IN T O E X I S T I N G S O LI D L I N E 100' SOLID L I N E S ( A L I G N E D ) 2' X 4' SK I P L I N E S ( A L I G N E D )WOODBURNRDROUTE 659RIO ROAD(ROUTE 631) VARIABLE WIDTH R.O.W.35 MPH30' REAR SETBACK; TYP.18'36.00 '(4) STD. SPACESTYP.24'18'7'TYP.TYP.TYP.TYP. 9'9'9' TYP.30' FRONT SETBACK;TYP.S46°49'18"W 354.45'S38°21'05"E 75.06'S46°49'37"W 439.51'N51°10'52"W 211.49'N42°43'52"W 207.47'N20°30'48"E 440 .88 'S74°45'11"E 181.07'S64°53'22"E 284.98'C1440' SIGHT DISTANCE LINE(SDL - 35 MPH)465' SIGHT DISTANCE LINE(SDR - 35 MPH)NICHOLSCOURTA8B8SIDEWALK;TYP.BUMPERBLOCKS, TYP.STOP SIGN(R1-1)BEFORESTOP BARCG-12TYPE 'C'; TYP.STOP SIGN(R1-1); TYP.B28C21HANDICAPSIGNS (R7-8) +(1) R7-8B); TYP.DUMPSTERENCLOSURERESTRIPE THESE AREAS TO BLENDNEW WORK INTO EXISTING PARKING50.92'24'16'18'TYP.TYP.TYP.TYP. 9'6.5'12.5'8'60'146'RETAININGWALL60'146'9.5'5.36'A23DUMPSTERENCLOSUREPROPOSEDTURN ANDTAPERSIDEWALK TO BERELOCATED AS ARESULT OF THE NEWTURN LANE. SEEDETAIL FOR DETAILS:CG-12CCG-2CG-6STEPSN07°44'15"E45.97'N18°49'29"E34.97'N21°54'42"E90.19'N40°51'24"E69.58'STOP SIGN(R1-1)VANVAN13.67'14.97'22.94'D8BERKMAR CROSSINGC'VILLE HEALTH ANDREHAB CENTERTHE GARDENSPOTRETAININGWALL; TYP.CROSSWALK;TYP.10+0011+0012+0013+0014+0015+00PTPCSTAMPEDCONC.NOSING-SEER=5'TYP.R=15'TYP.R=15'TYP.R=5'TYP.R=25'TYP.R=25'R=282'R=6'CONCRETEPAVINGL22CONCRETEPAVING7'4'THESE (5) SPACES ARERESERVED TORESIDENTS ONLYTHESE (8) SPACESARE RESERVED TORESIDENTS ONLY(SIGNS MOUNTEDON WALL)7'STOP(R1-1)MEDIAN SIGN(R4-7)NO LEFTTURNSIGN(R3-2)CG-12TYPE 'C';TYP.CG-12TYPE 'B'CG-12TYPE 'C'+/- 850' TOBERKMAR DRIVEAREA TO BEDEDICATED TOCOUNTY FORPUBLIC USESTREETSIGN; TYP.PARKINGBUMPER; TYP.(OPTIONAL)PHASE 2 PATIOPATIO5' HIGH BRICK SCREENWALLS AROUNDMECH. EQUIPMENT AREAEQUIPMENTSHALL NOT BEHIGHER THANTHE SCREENWALLS OR BEVISIBLE FROMTHE ENTRANCECORRIDOR; TYP.HVAC CONDENSORS WITH PREFAB.CONC. PAD BELOW, TYP. EQUIPMENTSHALL NOT BE VISIBLE FROM THEENTRANCE CORRIDOR; SEEARCHITECTURAL PLANS FORSCREENING WALL DETAILSPATIO11271127DUMPSTERENCLOSUREJ22J22PERMEABLE PAVERBLOCKS WITH SOLIDERBANDING COURSE, TYP.E 21269.2'275.08'ASSISTED LIVING COURTYARDMEMORY CARE COURTYARDL22TRANSITION TO VDOT STD.CG-3 AND THICKEN SIDEWALKTO 7" AT EMERGENCYACCESS CROSSINGBLDG. SETBACKA21ECKERSON COURT54'90' 18'24'18'18'24'8'24'18'18'19.1'5.07'24'18'28.02'L22E 21+/- 540' TOMEDICALSERVICES OFAMERICAENTRANCE18'18'PATIOSIDE BUILDING SETBACKBUILDING SETBACKBLDG. / PARKINGSETBACKHANDICAPSIGN; TYP.9'9'R 62'R 32'R 5'TYP.R 90'R 32'R 5'TYP.9'9' TYP.TYP. TYP.TYP.25.72 'R 56'R 20'R 20'R 25'R 25'R 10'6.55'18'CONCRETEPAVINGL28BUMPERBLOCKS, TYP.B22POSSIBLE GROUND LOCATIONFOR HVAC UNITS. ANYEQUIPMENT ON THE ROOFSHALL NOT BE HIGHER THANTHE SCREEN WALLS OR BEVISIBLE FROM THE ENTRANCECORRIDOR; TYP.16' GRASSPAVE AND/ORGRAVEL EMERGENCYACCESS; EASEMENT IS 20'WIDE. SURFACE MUSTMEET FIRE/RESCUE AND/ORCOUNTY MIN. STANDARDSK22CHAINLINKFENCE/SAFETYRAIL, TYP.GUARDRAIL; SEE NOTE THISSHEET FOR DETAILS9+50 10+00 12+00S28°09'43"W118.32'S46°49'37"W333.96'N43°10'23"W 93.61'N74°45'11"W101.96'STA. 13+36.31 NICHOLS CT =STA. 9+90.00 ECKERSON CT9+50PERMEABLEPAVEMENTPERMEABLE PAVEMENTPERMEABLEPAVEMENT PERMEABLEPAVEMENTPERMEABLEPAVEMENT PERMEABLEPAVERSPERMEABLEPAVERSPERMEABLEPAVERSPERMEABLEPAVERSFLUSH CONCRETECURB RESTRAINT ATALL ASPHALT/PAVERINTERFACES, TYP.ASPHALTPAVINGASPHALTPAVINGD8D8C8D8PERMEABLE PAVERBLOCKS WITHSOLIDER BANDINGCOURSE, TYP.D8PERMEABLEPAVER BLOCKSWITH SOLIDERBANDINGCOURSE, TYP.B23J84. 5 ' 8'K22CHAINLINKFENCE/SAFETYRAIL, TYP.K22CHAINLINKFENCE/SAFETYRAIL, TYP.MONUMNENTSIGN (BLAKE)MONUMENTSIGN30' FLAGPOLEKNOX BOXLOCATION(SEE ARCH.)KNOX BOXLOCATION(SEE ARCH.)KNOX BOXLOCATION(SEE ARCH.)KNOX BOXLOCATION(SEE ARCH.)LOADINGSPACE(SIGNED)14'25'R=5'R=5'R=5'R=8'10'1 3 '25'FLAGPOLEFOUNTAIN(BY OTHERS)PARKINGBUMPER; TYP.(OPTIONAL)SEE SIGHT DISTANCEEXHIBIT ON SHEET 23SEE SIGHT DISTANCEEXHIBIT ON SHEET 23PROPOSEDEOP, TYP.OVERLAYLIMITS, TYP.NOTE: LOCATION MAYCHANGE TO A DIFFERENTLOCATION IN THE FUTURETHROUGH THE APPROVALOF A MINOR AMENDMENTB21C216.5'J21J21J21CURBINGG8CURBINGG8CURBINGG8STOP(R1-1)STOP(R1-1)STREETSIGN; TYP.WOODENGUARDRAIL,TYP. SEE NOTEON THIS SHEETWOODENGUARDRAIL,TYP.NOTE: GUARDRAIL SHALL BE EITHER WOODENS.I. STOREY STREEGUARD OR A VDOTWEATHERED /COR-TEN (OR BLACK POWDERCOATED GALV. STEEL AT DEVELOPER'SDISCRETION) GUARDRAIL; SONOTUBECOORDINATION FOR ANY WOODEN POST MUSTBE DONE PRIOR TO PLACEMENT OF GEOGRIDASSOCIATED WITH ANY ADJACENT RETAININGWALLS TO ENSURE STABILITY AND STRUCTURALINTEGRITY IS MAINTAINED. FOR INSTALLATIONDETAILS ON THE S.I. STOREYTIMBARRIER-STREETGUARD PRODUCT CONTACTMANUFACTURER AT 888-934-1605BUMPERBLOCKS, TYP.B22BUMPERBLOCKS, TYP.B2225 MPH SIGN (R2-1)25 MPH SIGN(R2-1)STOP SIGN(R1-1); TYP.CG-6CG-6CG-12TYPE 'C'CG-12CCG-12CCG-12CCG-12BCG-6NOTE: VISIBILITY OF ALLMECHANICAL EQUIPMENTFROM THE ENTRANCECORRIDOR (RIO ROAD W.)SHALL BE ELIMINATED.R 3'R 5'CG-620'B228.41'STEPSE 219' 12.48'R 3'R 3'R 5'21'6.55'FRONT BLDG. SETBACKPHASE 4 4'6.39'135.00°'BLOCK 3BLOCK 2BLOCK 1BLOCK 5LOT 6LOT 4 / BLOCK 4 50'STEPS TOT LOTASPHALT TOREMAIN BETWEENFA-2 AND STREETGRAVEL OR GRASSPAVETHIS SECTION BETWEENFA-1 AND FA-2FA-1FA-2GRASSPAVE THISSECTION BETWEENFA-1 ANDECKERSON CTSEE VETMEMORIAL PLANSFROMLANDSCAPEARCH FORDETAILSLOT 4ALOT6ANOTE: ALL BUILDINGS THATWILL NEED A SPRINKLERSYSTEM SHALL REQUIRE ANAPPROVED FIRE DEPARTMENTCONNECTION PRIOR TOINSTALLATIONSIDEWALKESMT:DB 5051, PG613SUBDIVISIONPLAT REV:DB 5051, PG 62711'18'20'8'16'10'TYP.TYP.TYP.8.5'6.5'132'64.5'18'TYP.9'TYP.24'14'TYP.20'2' PKG.OVERHANG; TYP.PROPOSED OFF-SITEPARKING EASEMENT2' PKG.OVERHANG;TYP.A23DUMPSTERENCLOSURECONCRETEPAVINGL22RETAININGWALL; TYP.RETAININGWALL; TYP.G24PRIVACY CHAINLINKFENCE/SAFETY RAIL,TYP.D8HANDICAPSIGN (R7-8 +R7-8B);TYP.CG-12CR=5'TYP.R=20'R=10'R=5'R=10'R=15'R=5'TYP.R=30'R=50'R=50'R=3'R=5'R=3'R=10'HVACFENCINGB2430'35'10'TYP.10'16'10'TYP.16'9'9'13+0014+0015+00S20°30'48 "W73.94 'S46°49'37"W15.39'N69°29'12"W111.22'8'5.5'70'12'17'KNOX BOXLOCATION(SEE ARCH.)4 STOR IES18'TYP.9'TYP.A23SEGMENTALRETAINING WALL(SEE STRUCT. DWGS)PARKING SETBACKNOTE:MOUNT (1) "DO NOTENTER" SIGN (R5-1) ONSOUTH SIDE OFAPARTMENT BLDG.5'14'EX. CG-9ACONCRETE APRONPARKINGSETBACKBLDGSETBACKBLDGSETBACKBLDGSETBACKBLDG SETBACKPARKINGSETBACKNOTE: DIRECTIONAL ARROWSSHOWN ARE FOR SITE PLANPURPOSES ONLY. NOMARKINGS WILL BE PAINTEDAT CONSTRUCTION EXCEPT ATENTRANCE PER VDOTREQUIREMENTSNOTE: REFER TO STRUCTURALWALL PACKAGE FOR EACHWALL DETAIL AND SECTIONBOLLARD;TYP.F22STEPS/HANDRAILTYP.E21I21ALIGN 7.34 'R=5'TRANSFORMERPAD5'WELLC24D245'E2424'24'20'12.49 '6' PKG. CURB CUTFOR DRAINAGE(1) ONE WAYSIGN (R6-2)K8BLDG. S.B.L.(2) HANDICAPSIGN (R7-8) +(1) R7-8BHANDICAPSIGNS (R7-8) +(1) R7-8B); TYP.THESE (13) SPACES ARERESERVED FOR BUILDING CVISITORS ONLY (ADJACENTSIGNS TO REITERATE)PERMEABLEPAVING- THESE(7) PARKINGSPACES ONLYA724'BOLLARD;TYP.F229'BLDGSBLK22CHAINLINKFENCE/SAFETYRAIL, TYP.K22CHAINLINKFENCE/SAFETYRAIL, TYP.J21BLDG.SETBACKOF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-193123451" 30'4Layout PlanBUILDINGDBLDG.ABLDG.BBLDG.CAPARTMENTPOCKETPARK APOCKETPARK B030'15'60'120'NLOT / PARKING / BUILDING REGULATIONS:PARKING DATA:TRIP GENERATION:SITE PHASING SEQUENCE:1.SEE SHEET 4A FOR DETAILS.535COMMERCIAL PARKING CALCULATIONS:34445222222222523556/7/2019 4:16:45 AM HCA350093XX 100' SOLID LI N E S ( M A T C H W I D T H O F E X I S T I N G S K I P L I N E S ) SOLID WHITE LINE TO M A T C H E X . TIE IN T O E X I S T I N G S O LI D L I N E 100' SOLID L I N E S ( A L I G N E D ) 2' X 4' SK I P L I N E S ( A L I G N E D )WOODBURNRDROUTE 659RIO ROAD(ROUTE 631) VARIABLE WIDTH R.O.W.35 MPHNICHOLS COURTBERKMAR CROSSINGC'VILLE HEALTH ANDREHAB CENTERTHE GARDENSPOTASSISTED LIVING COURTYARDMEMORY CARE COURTYARDECKERSON COURTPHASE 1PHASE 2PHASE 3PHASE 4PHASE 5PHASE 6OPEN SPACE/COMMONUSE FOR COMMUNITYRESIDENTSOPENSPACE/COMMON USEFOR COMMUNITYRESIDENTSOPEN SPACE/COMMON USE FORCOMMUNITY RESIDENTSPHASE 4PHASING LIMITS; TYP.PHASING LIMITS; TYP.PHASE4OF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-193123451" 30'4APhasing PlanBUILDINGDBLDG.ABLDG.BBLDG.CAPARTMENTPOCKETPARK APOCKETPARK B030'15'60'120'NSITE PHASING SEQUENCE:1.2.3.CONSTRUCTION IS NOT INTENDED TO DEVELOP ALL AT ONCE BUT RATHER IN PHASES. THE PHASES INDICATED MAY BEREARRANGED AFTER PHASE 1 AND NOT DONE SEQUENTIALLY TO MEET THE APPROPRIATE CONSTRUCTION ACTIVITIES.PHASING IS TO ENABLE THE DEVELOPER TO BOND ONLY THOSE PORTIONS OF THE PARTICULAR PHASE UNDERCONSTRUCTION AT ANY GIVEN TIME AND TO PERMIT INCREMENTAL RELEASE OF BONDS ONCE COMPLETED.THERE WILL BE NO MORE THAN EIGHT (8) PHASES. PHASES MAY BE BROKEN DOWN INTO SUB-PHASES AT ANY TIME ANDAT THE OWNER'S DISCRETION.THE OWNER SHALL MAINTAIN A RUNNING TALLY OF WHICH LOTS/UNITS QUALIFY AS "AFFORDABLE" IN ACCORDANCE WITHTHE APPROVED PROFFERS. SEE SHEET 2 FOR THE APPROVED PROFFERS. THIS TALLY SHALL BE SUBMITTED TO THECOUNTY AT THE BEGINNING OF EACH NEW PHASE OR BUILDING PERMIT REQUEST.PHASE 1 INCLUDES:ALL IMPROVEMENTS ALONG W. RIO ROAD AND NICHOLS COURT. LIMIT OF PHASE EXTENDS TO THE BACK OF SIDEWALK,BACK OF CURB, ADA CURB TRANSITIONS AND CURB RADII INTO PARKING LOTS. THE EMERGENCY ACCESS SHALL BEINSTALLED BEFORE A CERTIFICATE OF OCCUPANCY IS GRANTED ON BUILDING D. LANDSCAPING AND UTILITYIMPROVEMENTS ALONG W. RIO ROAD ARE ALSO INCLUDED BUT MAY BE ALLOWED TO MOVE INTO A LATTER PHASE IFCONSTRUCTION SEQUENCING WARRANTS THE NEED.NOT INCLUDED IS THE SIDEWALK ALONG NICHOLS COURT ADJACENT TO BUILDINGS A & B, SIGNAGE, FLAGPOLE,LANDSCAPING IN INTERIOR ISLANDS (WHICH WILL BE INSTALLED AS ANY ADJACENT BUILDING IS COMPLETED).PHASE 2 INCLUDES:ALL IMPROVEMENTS ASSOCIATED WITH BUILDING D AND THE EMERGENCY ACCESS. NOT INCLUDED IS ANY PEDESTRIANACCESS INTO BUILDING C FROM PARKING ON LOT 5.PHASE 3 INCLUDES:ALL IMPROVEMENTS ASSOCIATED WITH BUILDING C.PHASE 4 INCLUDES:ALL IMPROVEMENTS ASSOCIATED WITH THE APARTMENT AND ECKERSON COURT. MEMORIAL PARK IN POCKET PARK AMAY BE ALLOWED TO MOVE INTO A LATTER PHASE AT OWNER'S DISCRETION. SWM POND MAY BE INSTALLED SOONER ATOWNER'S DISCRETION IF NEEDED.PHASE 5 INCLUDES:ALL IMPROVEMENTS ASSOCIATED WITH BUILDING A.PHASE 6 INCLUDES:ALL IMPROVEMENTS ASSOCIATED WITH BUILDING B AND THE INTERCONNECTIVITY ACCESS TO BERKMAR CROSSING. ANYAND ALL POSTPONED SITE ELEMENTS (I.E. MEMORIAL PARK, LANDSCAPING, FLAGPOLE, SIDEWALKS, ETC.)3346/7/2019 4:16:58 AM / �,�° / ✓ L ALL ♦ NOTE": CONTRACTOR SHALL FOLLOW ALL THE RECOMMENDATIONS �F \ \ NOTE: ALL RAMPS AND RETAIN NG / / / ♦ ♦ / TW 574.00 / 5�13 HE ARBORIST TO ENSURE THE SURVIVAL OF THE TREES BEING o \\ \ \\ \ \\ STEPS SHALL HAVE BW 569.00 / 574.00 PRESERVED. CONTRACTOR WILL BE HELD ACCOUNTABLE FOR ANY s� \ \ \ HANDRAILS WHERE W 569. \ \ \ \ \ NECESSARY / TREE DAMAGE RESULTING FROM THEIR OR THEIR SUB -CONTRACTORS \ N \ \ CATCH DOWNS OUTS AND ROUTE / PERMEABLE ACTIONS. CONTRACTOR SHALL BE SUBJECT TO FINES FOR DAMAGES \ `�a \ \ \ ROOF DRAINAGE TO FILTERRA \ p \ \ UNIT VIA 6" PVC ROOF DRAIN _ PAVEMENT AS OUTLINED IN THESE PLANS. ALL DAMAGES WILL BE DETERMINED 0 \� N ATTACHED TO BUILDING WALL UNDERDRAIN BY ARBORIST . SEE SHEET 6 CONSERVATION PLAN FOR ADDITIONALPASS 4 FROM P U MEABLEAIN , BW 571.00 \ ` INFORMATION. \ \ \ / / �/ ` / / / • / PAVEMENT UNDER/ BLDG (SOLID PVC) P � - 4 - THE GARDEN / APPROXIMATE INV RT OF ROOF / / 73.28 TW 576.00 \ \ \ \ / DRAIN AT BUILD( CORNER TW 574.00 00\ 8" ACO K200 KLA SIK / BW 573.75 O \ \ \ / 6° TRENCH D AIN - SPOT \ 572.50 BW 569.00 � �,>i / �� , / \ , o A EMERGE CY\ACCES LIMITS \ I � 573.00;� AT�6�80 ` \ \ BE LA N IN'FORCED WITH \ 5 SEGMENTAL > I /- / \ / 5$� lb / �P\Nl / \ RASS AV TO AVOID"\ ♦ RETAINIIG ALL x� �S� PN�N��S13' , /��N J 1 ^ : 3 ��-! PEAR G S �EDICAT D \ \ �'•/ / / / ��ti G� /�O -- ss \ IN RESS G S LOCA ION TIC • / r- M GPF� / ��� .ISM C3 - - ' y \ \ NBE ETER�I N D BY' FIRE / / TW 574.00 / ♦��\GP �� NO�� \ / \ _ __ - G VA SHALL.' \\ / BW 568.00 / 25 /�N•l��P5 BC79.15 DAYLIGHT j G - / APPROXIMATE LIMITS / p °I°� P SPS�O� TC79.65 DOWNSPOUTS TW 5�0 j G TREE SAVED AREAS; TYP. 6' CURB r, // / ♦@1 NPJ ADA / BW 576.25 \ \ EX. DI- + / / ♦ / CUT-5 72. C \ /• P G SRO RAMP DOOR 6" PAVER UNDERDRAIN, TYP. �/ < 1A ` - _ 271 No '6 % / ♦ O BC78.65 I D / TIE T T INLETS, TYP. I \ \ RIM 5 5 44 '� / / / NOTE: otl �� TC78.65 j5�31 i/� SEGMENTAL / TW 77.00 • 9 \ V INV. 1 544.67 ` O i / / // ,,{�/ A.� / BW 74.50"„ \ \ INV OUT 544.47 �'., _ �60 / ALL IjIP RAP TO BE "BARGE CHA T" �/ /J'-I ° DOOR ♦ �7.0 • RETAINING WALL / / - - eh' I \ PROFS P, TYP. FRO`M CHARLES LUCK STONE/ / i' •� ENTER IN BULK QUANTITY __ �, °� DAYLIGHT ♦ / TS 579.75 4�� 072 F ESTA G \ / / \ EXISTING 20' DRAINAGE �0 / 201° oo DOWNSPOUTS r, / BS 57g 00 cf� TW 579.00 0 �� WEAL V / 5 �\o / 573.50 \ \ EAS MENT, / 2 / ° /11 / �i. SS \ ' o 0 7 + \ / / �oo -1 p) 7" RISERS BW 578.Oi / / u° \ \ \ . (D.t3931, 434A) / / PROPOSED f S PERMEABLE _ �tl° / 1� 78.99 / \ \ SWM/ AINTENANCE PAVEMENT' J 76.55 G ♦ 4/ c� ---- \ # UN RDRAI \ i // i G EASEMENT, TYP. \ / ♦ /� 00 / w f. I / 2.O% y\ \\ 77 owv, '��m uno�• / / / _ 6 PAVER UNDERDRAIN, TY I LL Al �3 TIE TO STO M INLETS, TY O � � - O\ R TAININ� LL vx O� O / 5 / � � 1 PROPOSED DRAINAGE - - ' %Op G / \ x = v RM EASEMENT, TYP. / /� `n / G RETAIN NG - _I, • - - D- D �6 h \ P EABLE �, / I C ��� G� TS 56 .44 ° r' / 3 BS 5 3. od q M \ _ AVE ENT � G , ,r � +CO 1. I ��� � � I \ N E �� \ W576.00 \ X 71 • (4) E� �72 �'a � � � - � OVERLAY LIM� S TYP. TWA$ 010 PAVEME ,< I � ---- -II _a0 Z RAILING N g 96 I \\ \ 140 \ SD CO 9`�3- 79.26 - - - - - - - -.F F2 - .! .®- �. T 584�0� TH CKENIOND VDOTO 7D. G-3 AND \ �� , TOP OF WAL� 7 .33 BS 565!80 65�8 ® \ FOR TU C' PERMEABLE f PER EABLE� o l I • r N LAN N TF TRAO \ B 2.00 L_ - _- --I-- -_ _e - \ P E MAI TENA OF TRAFFI \ I PAVEMENT PAVEMENT � EMERGENCY C SCR SSING 7 (12) 6" R STEPS � � \ S� N \ \ \ $ \ \ AN ONiSHEET YP. -���78.001 \ ` / I / /BS 563.90 66 9 /T 25 \ G� + / L� 1 Oo/ g' CSA W.L. - _ -� . <.: -'` tS� \. ICRO A d ;. I �'PA i.k� - \ � ` �f ° W - W ✓ I - W �'� ��,{ o i�1/ I -� �� TREE FREESTA I (3) 6" R STtPS \ I C ANNEL D IN RETAINI WALL / 7. TS 563.84 = n ° A BASE OF BS 56 .34 N I �A \ � � /� � � o � I' M � � BW 0 �RESERafED O l' -- � --- --6 - -� -/ • -�7 --- --� -- --- -- / I -•. n -_ �U � i \ SE TWALL � I � \ I.�--- -- - -a-----�--� ---G - -�, - \ / - - I / 7 6" STEPS � _ � �P� TCO�58 +/- _ O 6" PAVER UNDERDRAIN, TYP. II TW580.00 I /TIE TO STORM INLETS YTS, i Pam` `� �� �' / G G / s • T, 93 TW�81. 0\ B L D ■ / A s BW574.0 I / '`� �! / ,! SIDE LK; ss .} • _ _ _ _ / D6-3 \ w TI TO E I TINGI i TYP. C2 k 80.51 79.78 - - z I EOM OF R 0 FOA ; P1.03 I o T�57800 I /'1 # J TYPICAL EX. DI-2A I I I 0 II I I � I I BX778.00 I I I EX. DI-2C I I INV. IN t47.63 INV.OU747.39 I I I I TVN5.00 79 I I �Bv-rJ�579.00 EX SDMH I I I RIM 556.81 I I I I (D IN 71,(V. IN 548.98 I I I I ��-`- INV OUT 548.86 / • / I I I I I I I I I I I I I III/ I I TW582.00 )BW577.00 5613 / S GMENTAL C'VILLE HEALTH AND RE71NINGWALL REHAB CENTER 0 0 / O e O s•' W574.25 -- ---------- :�•: 2ND FL - 573.00 TW5 2.�5 OP OF / WM / HVAC UNITS; TYP. \ ziBW5�.00 ( ! I l 1ST FL = 560.00 \ \ \ ��"" - PERGOLAS = ROO DRAINS TO • ' � .-8 -,- °.> � � 90.00+/- STORM I i 4.33 Ds ®® Ds Ds ®® • v: • 0 1 8�60� / � I • �• � D / / / �� °� + �A � � ` � (• I TC TS 579.74 �o - , TS 584.6 •a / / TS 57 .50 N •A BS 5 , .50 I B 2. ¢ " U / / HVAC UNITS �� \ \ 1 583 - BS 578.24 / / 8 55 NOTE: ALL SPOT r o m N 2 6" R STEPS / • o ,•o`� �`�" (3) 6" R STEP ( ) I (4) 6.25" ®® J ELEVATIONS ARE AT WITH PRLAB. �� } TS 577.95 l •57 / STEPS J ® �° ONC�PAD I U 30 I BS 576.87 i1 � ;� � 5 BOTTOMOF CURB (BELOW; TYP. � � � � ° I 2 < ° 84.96 / / + - _ O 6.5" R STEPS I TS 569.64 �l •. BS 566A4 TS 56 .45 SD U III �� � • WIDTH ACC S F( BS 56� D4-2 1 \ Q ° (6) 6" STEPS 0 COURTYARD DRAIN U (3) ' R STEPS � s �� �� � � • M NUWIENT � � ;�.ASEMENT � - SDI ; .. i J U / STRUCTURES BY OTHER, ° .: (EC o S N I l I 2' RA G ON D6-2 84 84 I I 1 � ■!!!+ �� , • ' 1 .. I� RIM 563.22 -4NV. OUT 539.34 J TYP. �570.36 TOP F WRLL l TW578. (� S I /�Ilo _ I - BW577.�( I + -i . a 59.124 o �' --- '�; 82.96 �84.96 84.96 °j ° I l - - - ° . e TW578.00 / � 84.96 D ° 84.96 / J�2 F \ I •: I I ` . I ° $ BW574.00 I 1.74 /oFSDI 1 -- o /c CD°• 84.96 F2-2 / �� - - \ - '� E' - - - - - - D / _ _ 1 ° TW578.0_b ss I :: :.. fi ' 14+00 BW576.00 A6 0 P A SEWER A' 6-1 / 30' FLA LE I S -- - - -� II (III � li, ° • 84.96 NOTE: SPOTS SHOWN INSIISE 5. 0 ���•°� II; I l � �� 0 �- r _ l I COURTYARDS RELAT TO / 84.96 C URT �ENTRY POINTS IN /U\ CSA L. )" R - -- --� E O E " RCP c°,w Or _ NOT .ALL RAMPS AND N INTERIOR ASSISTED - ^ S 5 �n cn ARCHITECTURE EE PLA S 559.4 � I Qi I _ I T Rlul PIP IN - D S I "!'w � STEPS SHALL HAVE FOR DETAIL YP. LIVING COURTYARD / V D �2LL aHA DRAILS WHERE > W581.5 �� I THI AREA \ NE�ESSARY `F2 3 1° B 580.00 I - - .5 ��0 SI`RUC TST V D.D-2 r� T 76.00 � � •1 ! D I B 4) I 4 '=_ _ _ _� _ I •'':.. BW578.85 I ---- - -_ B 571.0 / / t i o Oo/I I 557.55 18 R 83.4.3_ I - + 74.3 W� =a - -- s T 572.96 0 --+ I I M 5 P CO I ON X.IIII q Fq O 8 HDPE /PVC ROOFDR�IN - / I Hp \ C TW581.50 D I SD .88 O I _ K1 � ! If�IJV. IN 541.00 iJ I \ ;G 11.00 /o MIN., TYP. 85 00 BW576.62 I VARIAB E / 1 + F ESTA DING/ I + BUILDING D "= °\ i / 32 TW582.50 5 ETAININ� WALL WIDTH TS 569.55I ESS0 6 ,AGE 559.35 •. 5 � y 1 INV. 563. _ I _ _ ACCESS I BS 566.55 CO Ds I / E 585.00 /' D - BW576.62 J 6 21 559. w > FFE 585.00 • W 83.50 7 .�2. EASEMENT O (6) 6" R STEPS I 557• O '1 �WM MAIN ENANCE yF (III Z -- I R AININ WA 78 2{. (3) 6" STEPS ry Q /, EASEMENT S J 1 . I,., E . SAD H 2 00 3 ( EE STRUCT. DW f PERMEABLE + 84.3 ¢ 559.95 G? / ° l TREE TO B o - /� J� -- - I ... 572.95 III 8" HDPE/PVC R OFDRAIN �I 1 I TW584.50 AVEMENTRI54.77 III o SD ®• 'I PRESERVED 7,? .91 "CO'' o % 6" PAVER UNDER RAIN, T�P. IN . It4 9.24 1.00 /o MIN. YP. / I F2-4 � I m ®O o � !- I �w5 .:7 I � � c / I TIE T STORM IN ETS, TYP. � I ! 1 IN . CCU 549.0 o w ..: C f / r a, s ui o Q Z 85.65 1.14% - O / a - -- T� 559. � / /o I \ I 2ND FL = 573.00 I ! l JrPI o -! T FL 0 1 S .>60 00 / _ _ � 4:67BC B 557.1 - --t-� . (� 84.9 84 33 ; g u i 8 .0 / / o ' ,� .` � � Wk`° I � II TW585.5 � � / °�. � � I . \ '.� - II N / (?l 6" R;,�TEPS 1 �, --- INTERIOR - I-BLDG■ MEMORY ® Q C S 584.07 BW574. 6 o P ME7NT E� 559.95 • • III p 84.96 CARE COURTYARD gD � Q I 83.6 (3) 7.25" R STEP q' '� b8 1.3 /o" F8-3 F8-2 �u > Q 74' / VM572.95 B I II o o ♦ 6 8 .00 /f 8 • - / - ---- / / TS 572.65 I 2 I 5 BLDG. �' BS 571. 5 / �J ` • ' / l 0 - 1St FFE 75.08 / / / (3) 6" R�STEP ROOF DRAINS TO I a l C 83.16 84.0 HVAC UNI S SD ® �V" / I .• ����� 2' RAILING 5 S ORM 2nd F E 586.08 ', - ( FRESANDIN I F2-5 ® Z) . ®0 WITH PR FAB. COURT ARD DRAIN / U V`7 / ��. 74.85 F WALL/ / I FREESTANDING/ RETIAI ING WALL CONC. PAD STRUCTURES BY OTHER, �4� I :'$ :0. ROOF DRAINS TOZ 7.5 00 J2.0% RETAI ING WALL " BELOW• TYP. TYP. p STORM o f/ 5/2.95 l J ® C� ` ! o ----- / E S' 571': 559.95 �• J ° I 84.96 4.20 /`� - --- I 85.5 • ° / 74.69 7 .8 73. 9 - a 0' CMP TS 585.7 o TS 573.�2 �� ° 572.45 PI E UNDER ROUND I y � 2.00P I . BS 5 .92 0 BS 573 32 / �� + TI I "�- o LSD TRANS. i'TO USH -- - f . �. S DETEN ION I (� d / �,i (3)'7.25" R STEPS (1) 25" R STEP 5- .80 559. 3 �-7/� PERMEAB �U _ . G7 57• .20 , I SIDEWALK; TYP. - ' / / 7473_3$B 572.87 57 PAVEMEN r- l •� \ //// RADA CURB TO SD _ 85.58 �� ���_ . G ( � ! F10 � • 74.6yESC',74 3 74.50B 9 ,�.80 . a 74 1BC 1 5 SD • sJ�.33 Ds Ds Ds D�843384.46 -..II i , . °.: :.' (� • I DMH 57 5 -• ° F6 84.33 4.33 4.33 84.33 84.33 8 .96 - -. CE754 / 1 I52 s , ° 1• � 7 N --- �--- --- - -- - -- -- - - - - -- -- -- - -- -- - - - �; /I ' I .1. �1A/57fr.6D �T Ii>11fdG/ ° 1182.38 ° • ° 1 - = = 0 - - EESTANBIIVG �L BS 583.30 \T ���® 1 74 !a �bd itkR - - - 560 • ISS \ TS 584.86 82.22 I / fPERMEABLE- rPERMEABLE� IN PAVEMENT ;; PAVEMENT " TW 5.� ° Im° RE INS/ ISTIAIG L€YL ND 6 PR€ -SS TO / O (3) 6.25" R ST +/ /ESfiANDING 1LYALL i \- / -� -- -- -- -' ss 575 4 �_ PERkFEB PER iVOfi€�N iEET 3. �_ SD 2.50 \ \ j ss o o 1 6" PAVER UNDERDRAIN, TYP. - - ° U DE G D - - - ZP2 8" PRIVATE WERR - - - - - o o -TIE TO STORM INLETS, TYP. / I i ® C ALL EX.�9N�WAt� /� �- I S OR FILTU W TE - HP_ ---------------- SI E L UA N �t N_---------- - ---- - --- -- -- I 2 SD S TE PO ARY / I I Q LI Y U 1.78 82.88 81.62 $-----f ^� ES / 4.00 \ a + \ ® LI S7 \ `rcP� 0 1.0% .c �� LP 1 81.51 F + - - E EitIN( TO STR CTI I� N 2 (TBD / VSM PL N) 1.0 /o \ 83.50 83.OU .r.o s a. - - .r - - �. - -8 - - C S��,�.1 EX. DI-1 rt: -- r. r .r .e w. - - - - o- - - `- 18 / / A RI 547.74 EX. 1-1 • 8" ACSA SE / I 1 I CO O O _ s / INV. IN 545 03 RIM 547.74 / S- 0 U INV. UT 544.83 INV. 545.11 F8 � 1 580 ,i TIE TO EXISTING TW58 T80.00 ZB �\ / NE 584 581_00 + O•---------- PARKING LOT BW576.00 /�W578.00 B ^O \ �� 1 -V 20' DRAINAGE �NQTETSP�TS SHOWN FOR WALL RELATE n : SAF RANG TO-SE-� / / - / ILI TO TOP AND OUTSIDE WALL FACE. SEE WALL DRAWINGS FOR DETAILS \ APPROXIMATE LIMITSOF - TREE SAVED AREAS; TYP. �070 \ RESIDENTI ALLED ONT P WALLS36" OR / \ G ATF," S -570 E MENTAL R AIAUNG VVAM -560 \ I [*_ 560 EX. DI-1 \RIM 550.11 / INV. IN 544.32 ✓ I \ INV. OUT 544.32 EX. SMH BRKMRCR-1-2 RIM 549.27 INV. IN 542.75 INV. OUT 541.29 I I EASEMENT I - \ (EXISTING) I \ = I I SD EX. DI- ! (14) \ \ / /`RIM 54 .94 �\ / �✓ / / CO / / I B E RKMAR CONSTRUCT MHO INV. 9.111 ° \ � ss / EX. TUB \ ZA1 / I / I 24" R P \ • / I CROSSING RIM 545E 64� ` cn S V. OUT 541 8 Al III Cn E�(. MH 1 I X. 18" P \ / _ yl RM 46.14 y 1 V. 39.04 EX. I-3B ( 1 m RIM .21 II INV. IN 5 V I y 1 a) M � � N e EX SMH ) INV. OUT 537.32 � 111 O I 1 M RIM 546.92 EX. SDMH NI II m I ss / pt/C •S INV. IN 542.5± RIM 543.05 I 1 l EX. B I EX �, INV. OUT 542.32 \ INV. IN 537.66/ �\ W II I NV. OUT 5371 0 WALL DATA: WALL MAX HT. WALL MAX HT. Al 6' C 10, A2 8' C 1 5' A3 8' C3 3' A4 10, A5 6' ❑1 6' A6 3' ❑2 6' Bl 4' E1 4' B2 4' E2 1 o' B3 4' E3 5' Note: Wall heights may vary. Final engineered drawings will be developed prior to permitting. NOTE: FOR ADDITIONAL DETAIL AND INFORMATION REGARDING THE PROTECTION METHODS OF THE EXISTING TREES SEE SHEET 6, TITLED CONSERVATION PLAN . Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com �J L �M Z LU 0 LU U J O z J � a U Qm J �_ o ni /� C.)'N IL.,` O U _ 0 -0 L w f1� 0 `v 3 0w v / � (J o_ �o L .- O a EC z �F U n .E 0 -2 N 0-2 0 3 �i -0 C LJJ m o E T C 0 N � o o}' E m o � m 3 �N N j ' o �r c 0 m -o L ,= U � U o 7 0 N Uu a � T Q m E o m � �Em QE `n �� 0 0 ti0' F E -� m 1� -IFo N 0~ � AV Q a v � x Steven W. Edwards i r Cert. No. 0931 C� o ) 6-07-19 o �� �� U 0 0a PL" AtZC N %4003 Q) w _0 E Cn 0 0 a OF L Mn 3 U 1 o ,y 3 E Alan G. Franklin Lic. No. 30326 Q > 6-07-19 Is, � 0 OIN' A L o � m � 0. .1 0 0 z > 0 � 0� v o SCALE: 1" 30' ISSUED: 10/22/2018 Q N REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED 0 0. 06-13-18, MINOR SPA- APPROVED 0 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS 0 4. 06-03-19, CO/OWNER COMMENTS QQ 5. 06-07-19, CO/OWNER COMMENTS 0 SHEET: z 0 N z 0 U 0 U_ 0 w Grading Plan W 30 OF29L SSSSSSS550560 570 570570570580 5605605 7 2572 558SSSSS S S 580574572 SSSSSSSSSSS S S S S S S S S 582580580578 570 58 4584 5825845825825 8 4 588 584 584584582580582 576 580570556554UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE584SS572GENERATORTRANSF 580580582SS570569572WWWWWWWWWWWWWWWWWWWWWW W W WFF W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWW G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWGGG G G G GSGGGGGGGGGGGGGGGG GGGGGGGGG GGGGGGGW W W W 582576OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHE5 7 8 FF WWWF F F F F WWWWGGGGGGGGGGGGGGGGGGGG G G G G GGGGGGGGGGGGG5625645685 7 2 5665705 6 6 5 6 8 578570572578 57 6 57 4 576 577 578575 5 7 4 A350093XX RIO ROADNICHOLS COURTSIDEWALK;TYP.APPROXIMATE LIMITS OFTREE SAVED AREAS;TYP.APPROXIMATE LIMITSOF TREE SAVEDAREAS; TYP.TPTP TPTPTPTPTPTPTPT P TPTPTP TP TPTPTPTPTPTPTPTPTPTPTPT P TP TPTPTPTPTPTPTPTP TPTPT P T P T P T P3254 21A1789305 5 0 55055056056056057 0 570560560560570 570 550580590580 5705 8 0 5 8 0 5605605705705705705 7 0580580 OHEWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G GGGGUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTGGGGGGGGGGGGGGGOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE31AADJUST TREE PROTECTIONFENCING TO ACCOMMODATESITE PLAN MODIFICATIONS;TYP.NOTE: CONTRACTOR SHALL FOLLOW ALL THERECOMMENDATIONS OF THE ARBORIST TO ENSURETHE SURVIVAL OF THE TREES BEING PRESERVED.CONTRACTOR WILL BE HELD ACCOUNTABLE FORANY TREE DAMAGE RESULTING FROM THEIR, ORTHEIR SUB-CONTRACTOR'S ACTIONS. CONTRACTORSHALL BE SUBJECT TO FINES FOR DAMAGES ASOUTLINED IN THESE PLANS. ALL DAMAGES WILL BEDETERMINED BY ARBORIST . SEE SHEET 6,CONSERVATION PLAN, FOR ADDITIONALINFORMATION.OF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-19312345030'15'60'120'N6/13/20171. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES.PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO DISCUSS TREEPROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND TREEARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON-SITE. CONTRACTOR TOMONITOR TREES FOR STRESS AND / OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANYOCCURANCE.2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND TREE ARBORIST 48-HOURS IN ADVANCE OFANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREEPROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEENCOMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BYTREE ARBORIST AND LANDSCAPE ARCHITECT PRIOR.3. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE ORTREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BEDONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THEDRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMAL BOBCAT/ TRACT-HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECTAND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTIONAREAS OR WITHIN EXISTING DRIPLINES.TREE PROTECTION NOTESC6OWNER'S SIGNATUREDATECONTRACT PURCHASER SIGNATUREDATETREE PROTECTION FENCING- SEE DETAIL BELOWTREE TRUNK ARMORING- SEE DETAIL BELOWTPTPTPTA1" 30'6Tree ConservationPlanCONSERVATION PLAN CHECKLIST:(HANDBOOK, PP III-284 - III-297 FOR COMPLETE SPECIFICATIONS)1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN:TREES TO BE SAVED;LIMITS OF CLEARING (OUTSIDED DRIP LINE OF TREES TO BE SAVED); LOCATIONS AND TYPE OFPROTECTIVE FENCING; GRADE CHANGES REQUIRING TREE WELLS OR WALLS; PROPOSEDTRENCHING OR TUNNELING BEYOND THE LIMITS OF CLEARING;2. MARKINGS:ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT CLEARLYVISIBLE TO EQUIPMENT OPERATORS. NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HASBEEN INSPECTED AND APPROVED BY A COUNTY INSPECTOR.3. PRE-CONSTRUCTION CONFERENCE:TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTORON SITE.4. EQUIPMENT OPERATION AND STORAGE:HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALSINCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED.5. SOIL EROSION AND STORMWATER DETENTION DEVICES:SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED.6. FIRES:FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED.7. TOXIC MATERIALS:TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BESAVED.8. PROTECTIVE FENCING:TREES TO BE SAVED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY SHALL BEPROTECTED BY FENCING. FENCING SHALL BE INSPECTED AND APPROVED BY A COUNTYINSPECTOR PRIOR TO GRADING OR CONSTRUCTION.9. TREE WELLS:WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE SAVED. ATREEWELL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITED FOR APPROVAL.10. TREE WALLS:WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE OF A TREE TO BE SAVED. ATREE WELL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL.11. TRENCHING AND TUNNELING:WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING IT SHALL BE DONE AS FAR AWAYFROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE SHALL BECONSIDERED THE PREFERRED ALTERNATIVE WHEN IT IS ANTICIPATED THAT TRENCHING WOULDSIGNIFICANTLY DAMAGE FEEDER ROOTS.12. CLEANUP:PROTECTIVE FENCING SHALL BE THE LAST ITEM REMOVED DURING THE FINAL CLEANUP.13. DAMAGED TREES:DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHERMETHODS RECOMMENDED BY AN ARBORIST.NOTE: IT IS THE DEVELOPERS RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREECONSERVATION REQUIREMENTS.KEY:10' 6'TEMPORARY CHAIN-LINK FENCEELEVATION, PERSPECTIVEBALL POST CAPPOST BANDDRAW BAR (1/4" X 3/4")2 1/2" ODTERMINAL POSTAT ALL CORNERS ANDINTERSECTIONSNOTE:ALL WIRE FABRIC AND FENCEHARDWARE SHALL BE GALVANIZEDFABRIC SHALL BE INSTALLED ON THEOUTSIDETYP. LINE POSTFOOTINGTYP. CORNER POSTFOOTING6'10'10'3/8" TRUSS ROD AT ALLCORNERS AND INTERSECTIONSWITH TURNBUCKLE1 5/8" TOP RAILTYP. TOP RAIL CONNECTIONAS SHOWN; 20' O.C.RAILEND9 GA. TIEWIRE; 24" O.C.2"X2"X9" GA. FABRICKNUCKLED TOP & BOTTOM2'-2"9 GA.TIEWIRE;14" O.C.2" O.D. LINEPOST; TYP.REAR PERSPECTIVEFRONT ELEVATIONPIPE SPACING2" O.D. LINE POST SLEEVED IN 2 1/4"X24"DIA PIPE; FOR END POST SLEEVE IN 23/4"X24" DIA PIPE; TYP.WIRE TO SECURE CHAIN-LINK FENCE TOPOST2"X2"X9" GA. FABRIC CHAIN-LINK FENCINGPIPE SLEEVE; TYP.FINISHED GRADEOPTIONAL:7 GA. BOTTOM TENSION WIREOR 1 5/8" PIPE; SECURE FABRICTO PIPE WITH 9 GA. TIE WIRE EV.24" O.C.F-010N.T.S.A6TRUNK ARMORINGDETAILTRUNK ARMORING CONSIST OF 2X4X8SOUTHERN YELLOW PINE BOARDS PLACEDJUST ABOVE THE ROOT FLARE. BOARDSARE SECURED WITH GALV. WIRING. GAVL.WIRE SHOULD NOT TOUCH THE TREETRUNK. ONCE CONSTRUCTION ACTIVITY ISCOMPLETED WITHIN TREE'S DRIPLINE ORNEAR THE TREE THE TRUNK ARMORINGMAY BE REMOVED WITH THE PERMISSIONOF EITHER THE PROJECT LANDSCAPEARCHITECT OR CERTIFIED ARBORIST.F-014N.T.S.B6BUILDING DBLDG.ABLDG.BBLDG. CAPARTMENTS336/7/2019 4:17:27 AM OF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-19312345TREE PRESERVATION AREAS NOTES:1.TREE PRESERVATION AREAS SHOULD BE APPROVED IN ADVANCE BY THE ARBORIST. ALLDEVIATIONS FROM THOSE PLANS, OR ENCROACHMENTS ON DESIGNATED PRESERVATIONAREAS SHOULD BE APPROVED BY THE ARBORIST. FINES FOR TREE DAMAGE MAY APPLY.2.TREE PROTECTION FENCING SHALL BE PLACED BY THE CONTRACTOR BEFORE THE STARTOF CONSTRUCTION. NO CONSTRUCTION RELATED OPERATIONS SHALL OCCUR WITHIN THEPRESERVATION AREA WITHOUT APPROVAL FROM THE ARBORIST. THIS INCLUDES;PARKING, TRAFFIC, MATERIAL STORAGE, TOPSOIL STORAGE OR CLEANING OF EQUIPMENTOR TOOLS. ALL CONTRACTORS SHALL BE MADE AWARE OF THE PRESERVATION AREASAND THE CONSEQUENCES OF DAMAGING TREES DUE TO NEGLIGENCE OR DISREGARDINGPOSTED PRESERVATION LIMITS.3.BECAUSE OF THE EXTENSIVE ROOT SYSTEMS ON MATURE TREES, EVERY EFFORT SHOULDBE MADE TO DISTURB AS LITTLE OF THE NATIVE GRADE AS POSSIBLE. ON FIELD GROWNTREES, THE DRIP LINE OF THE CANOPY IS A GOOD STARTING POINT FOR THE LIMITS OFPROTECTION. AS A RULE A TEN FOOT RADIUS FOR EVERY FOOT OF DIAMETER AT BREASTHEIGHT (DBH) SHOULD BE A MINIMUM CLEARANCE. IN AREAS WHERE THAT MINIMUMDISTANCE IS NOT POSSIBLE IT IS BEST TO TRY TO INCREASE THE UNDISTURBED ROOTINGAREA ON ANOTHER PART OF THE TREE TO COMPENSATE. CONSULT ARBORIST IFQUESTIONS ARISE.4.TREE PROTECTION SHALL BE EITHER CHAIN-LINK OR WOODEN PANEL FENCING.5.CONTRACTOR SHALL MULCH THE PRESERVATION AREA DURING CONSTRUCTION WITH 2-4INCHES OF WOOD CHIPS TO HELP REDUCE MOISTURE LOSS. ARBORIST TO ADVISECONTRACTOR PRIOR TO WORK.TREE REMOVAL NOTES:1.LARGE TREES ORIGINATING IN NON-PRESERVATION AREASTHAT NEED TO BE REMOVED CAN BE FELLED WITH HEAVY EQUIPMENT AND HAVE THESTUMP REMOVED BY ARBORIST.2.TREES ORIGINATING IN A PRESERVATION AREANEED TO BE FELLED WITH A SAW AND HAVE THE STUMP GROUND TO REDUCE DAMAGETO THE ROOTS OF THE REMAINING TREES BY ARBORIST.3.TREES ADJACENT TO A PRESERVATION AREASHOULD HAVE THE ROOTS CUT WITH A TRENCHER AT THE EDGE OF THE PRESERVATIONZONE TO LIMIT DISRUPTION OF THE REMAINING ROOTS, OR BE FELLED WITH A SAW ANDGROUND BY ARBORIST.EXCAVATIONEXCAVATIONS FOR ROADS, WALLS AND FOUNDATIONS CAN DAMAGE TREES BY TEARINGROOTS. WHERE EXCAVATION IS NECESSARY, TRENCHING THE LIMITS OF EXCAVATION WILL DOLESS DAMAGE TO THE REMAINING ROOTS. ALL ROOTS OVER 1 ½ INCHES IN DIAMETER SHOULDBE RE-CUT CLEANLY WITH A SAW OR LOPPERS TO REDUCE THE POTENTIAL FOR DECAY.EXPOSED ROOTS SHOULD BE COVERED AS SOON AS POSSIBLE TO REDUCE DESICCATION.COORDINATION BETWEEN THE ARBORIST AND CONTRACTOR IS REQUIRED TO DETERMINESCOPE PRIOR TO CONSTRUCTION.GRADING1.BECAUSE THE MAJORITY OF TREE ROOTS ARE IN THE TOP 24 INCHES OF THE SOIL,RAISING OR LOWERING THE GRADE A FEW INCHES CAN HAVE AN IMPACT ON TREE HEALTH.IN CENTRAL VIRGINIA, CHANGING THE GRADE LESS THAN 2-4 INCHES WILL HAVE MINIMALIMPACT, ASSUMING THERE IS NO OTHER TRAUMA TO THE ROOT SYSTEM2.THE NATURAL SOIL LINE AT THE BASE OF THE TREE SHOULD BE MAINTAINED UNDER ALLCONDITIONS. ARBORIST TO DETERMINE AND ENFORCE AS NECESSARY3.IF THE GRADE HAS BEEN RAISED, THIS MAY MEAN INSTALLING A TREE WELL. WITHSIGNIFICANT GRADE INCREASES, AN AERATION SYSTEM MAY BE REQUIRED. ARBORISTSHALL CONSULT WITH THE OWNER IF NECESSARY.4.IF THERE IS SIGNIFICANT GRADE REDUCTION, THIS MUST OCCUR WITHIN THE LIMITSDISCUSSED UNDER TREE PRESERVATION AREAS AND MAY REQUIRE A RETAINING WALL.SIGNIFICANT CHANGES IN THE GRADE THAT EFFECT TREES TO BE PRESERVED SHALL BEDISCUSSED WITH THE ARBORIST AND OWNER AT THE BEGINNING OF THE PROJECT.5.FINAL GRADING WITH HEAVY EQUIPMENT SHOULD ONLY OCCUR OUTSIDE THE TREEPRESERVATION AREAS. SMALL TRACTORS CAN BE USED FOR GRADING WITHIN THOSEAREAS IF NEEDED OR BETTER STILL THE GRADING SHOULD BE DONE BY HAND. GRADINGSHOULD TAKE INTO CONSIDERATION THE CHANGES IN WATER PATTERNS CREATED BYNEW HARD SURFACES AND THE WATER NEEDS OF THE REMAINING TREES. ANY GRADINGWITHIN THESE AREAS SHALL BE OVERSEEN BY THE ARBORIST.MULCHMULCH CAN PLAY AN IMPORTANT ROLE IN TREE PRESERVATION. A HEAVY LAYER OF MULCH(2-4 INCHES) IS RECOMMENDED IN THE TREE PRESERVATION AREAS IN ORDER TO CUSHIONTHE EFFECTS OF CONSTRUCTION EQUIPMENT AND REDUCE MOISTURE LOSS. ARBORIST SHALLADVISE OWNER AND DIRECT CONTRACTOR AS NEEDED.WATERBECAUSE OF ROOT LOSS DURING CONSTRUCTION, IRRIGATION TO SUPPLEMENT NATURALRAINFALL MAY BE NECESSARY. THIS IS ESPECIALLY IMPORTANT DURING PERIODS OFDROUGHT OVER THE NEXT FEW YEARS. ARBORIST SHALL CONSULT WITH THE OWNER ANDDIRECT CONTRACTOR ON AN AS-NEEDED BASIS.COMPACTIONSOIL COMPACTION CAN BE DETRIMENTAL TO EXISTING PLANT MATERIAL AND DISCOURAGETHE PENETRATION OF NEW ROOTS. IT CAN ALSO REDUCE THE EFFECTIVE ESTABLISHMENT OFNEW MATERIAL.1.AERATING THE SOIL MAY BE SUFFICIENT IF THE COMPACTION IS NOT TOO SEVERE.2.MORE COMPACTED SOIL MAY REQUIRE THE ADDITION OF ORGANIC MATTER AND EVENTILLING.3.UNDER EXISTING TREES:·INJECTED FERTILIZATION HELPS IMPROVE AERATION.·VERTICAL MULCHING, WHICH INVOLVES DRILLING HOLES AND FILLING THEM WITHORGANIC MATTER, CAN BE USED IN MORE EXTREME SITUATIONS. FURTHER TRAUMA TO ROOT SYSTEMS, SUCH AS TILLING, SHOULD BE AVOIDED.PRUNING1.DURING CONSTRUCTION ANY LIMBS THAT ARE IN THE WAY OF CONSTRUCTION OR POSE AHAZARD TO CONSTRUCTION CREWS SHOULD BE PROPERLY REMOVED BY THECONTRACTOR AFTER CONSULTATION WITH THE ARBORIST.CONSERVATION NOTES:TREE DAMAGE FINES TABLE:1" 30'7Tree ConservationNotes55PERMEABLE ASPHALT - MODIFIED PER ARBORISTN.T.S.SECTION5SLOPECURB(PER CIVIL PLANS)COMPACTED SUBGRADEOPTIONAL: 4" PERFORATEDSDR-35 UNDERDRAIN(TIE TO STORM DRAINS)FILTER FABRIC4" NO. 57 STONESECTION ABUTTING CURBNOTES:1.ARBORIST RESERVES RIGHT TO MODIFYASPHALT SECTION IN THE FIELD.2.CONTRACTOR TO COORDINATE WITHARBORIST AND HAVE ANY CHANGESAPPROVED BY ARBORIST PRIOR TOINSTALLATION.3.CONTRACTOR TO VERIFY AND INSTALLBY MANUFACTURER / SUPPLIER TOENSURE ALL WARRANTIES.2 12" PAM-19 POROUSASPHALT BASE1 12" PAM-9.5 POROUSASPHALT SURFACEA76/7/2019 4:17:37 AM 56058059010+0011+0012+0013+0014+00561.2557.3560.5565.2570.4575.2579.3583.1 586.4 588.0 588.0 180' VCK = 15.00A.D. = 12.00PVI ELEV = 558.04PVI STA = 11+30L.P. STA = 10+70L.P. ELEV = 559.54PVC 10+40.00 ELEV. 559.84PVT 12+20.00ELEV. 567.04559.67559.84561.67565.17 -2.00%10.00%570.04575.04580.04 584.27 584.52 570550560580590570550600600BEGIN PROFILE @ EX. RIO RD. EOPSTA. 10+32.00; ELEV. 560.00 END PROFILE @ CENTERLINE STA. 14+50.21; ELEV. 584.52EXISTING GRADEPROPOSED GRADENICHOLS COURT PROFILESCALE H: 1" = 50' V: 1" = 10'54054015" S.D 'D4-1'6" S.S. LAT.15" S.D 'D5-1'15" S.D 'D6-1'15" S.D 'D'8" WATERLINE 'B'8" S.S. 'A' 6" WATERLINE 'C'56.00' VCK = 5.07A.D. = -11.04PVI ELEV = 585.04PVI STA = 14+00H.P. STA = 14+22.74PVC 13+72ELEV. 582.24 PVT 14+28 ELEV. 584.75-1.04%56058059010+0011+0012+0013+0014+0015+00582.1 582.1 582.3 582.4 581.4 579.3 576.7 575.3 576.1 574.7 572.1 569.0 566.1 570560580590570600600STA. 14+93.61; ELEV. 573.25 END PROFILE @ FOC BEGIN PROFILE @ NICHOLS COURT EOP STA. 10+00.00; ELEV. 578.48 EXISTING GRADEPROPOSED GRADEECKERSON COURT PROFILE - (this is an access drive, not a road)SCALE H: 1" = 50' V: 1" = 10'4" WATERLINE 'B' 4" WATERLINE 'B' 15" S.D.24' VCK = 12.00A.D. = 2.00PVI ELEV = 579.08PVI STA = 10+30PVC 10+18 ELEV. 578.84 PVT 10+42 ELEV. 579.562.00%578.48 56' VCK = 7.00A.D. = -8.00PVI ELEV = 582.68PVI STA = 11+20H.P. STA = 11+20H.P. ELEV = 582.12PVC 10+92 ELEV. 581.56 PVT 11+48 ELEV. 581.56 581.83 4.00%579.88 40' VCK = 5.00A.D. = 8.00PVI ELEV = 577.64PVI STA = 12+46L.P. STA = 12+46L.P. ELEV = 578.04PVC 12+26 ELEV. 578.44 PVT 12+66 ELEV. 578.44 578.06 -4.00%581.48 579.48 40' VCK = 5.00A.D. = -8.00PVI ELEV = 579.40PVI STA = 12+90H.P. STA = 12+90H.P. ELEV = 579.00PVC 12+70 ELEV. 578.60 PVT 13+10 ELEV. 578.60 578.90 4.00%PVI STA = 14+59.35 PVI ELEV = 572.63-4.00%577.00 575.00 573.00 2.00%OF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-19312345TYPICAL ENTRANCE ROAD W/ MEDIANSECTIONSN.T.S.59' ACCESS EASEMENT13'6.5'5'2%LANESIDEWALK2%13'6.5'5'2%LANESIDEWALK2%CL10'MEDIAN8ATYPICAL ENTRANCE ROAD- NICHOLS COURTSECTIONSN.T.S.59' ACCESS EASEMENT12'VARIES5'2%LANESIDEWALK2%12'VARIES5'2%LANESIDEWALK2%CL8B2" VDOT SM 9.5AASPHALT WEARING COURSE3" VDOT BM 25 ASPHALT BASE COURSE6" COMPACTED VDOT 21A STONE BASECOMPACTED SUBGRADEASPHALT PAVING DETAIL FOR NICHOLS COURTAND ECKERSON COURTSECTIONN.T.S.8HPAVEMENT WIDENING (VDOT WP-2)J82%12'CL2" SM-9.5 A3" BM-258" VDOT #21ACOMPACTED SUBGRADERIO ROAD FRONTAGE IMPROVEMENTSTYPICAL SECTION WEST OF ENTRANCEN.T.S.VARIES (SEE PLAN)2' MILL & OVERLAYEX. EASTBOUNDLANEPROP. EASTBOUNDLANE12'EX. EASTBOUNDLANE EXISTING R.O.W.7'WALK2.5'VDOT STD.CG-6, TYP.2%NOTEMATCH EXISTING PAVING SECTIONOR PROPOSD SECTION(WHICHEVER IS GREATER)VARIESPER VDOT WP-18EAs Shown8Road Profile,Sections and DetailsTYPICAL ENTRANCE ROAD- ECKERSON COURTN.T.S.40' ACCESS EASEMENT12'8'2%LANE2%12'5'2%LANESIDEWALK2%CL3'PERMEABLE INTERLOCKING PAVERSP-050NTSSECTIOND8ASPHALT/CONCRETEPAVING SECTION6"18"80 MM SOLIDER PERIMETERBANDING COURSEEAGLE BAY AQUA BRIC 4-LCONCRETE PAVERS3 18" MIN. THICKNO. 8 AGGREGATEIN OPENINGSCOMPACTEDSUBGRADECOMPACTEDSUBGRADESLOPEVDOT STD CG-6EAGLE BAY AQUA BRIC 4-LCONCRETE PAVERS3 18" MIN. THICKNO. 8 AGGREGATEIN OPENINGSCOMPACTED SUBGRADEVDOT 21AGRAVEL BASE6" PERFORATED SDR-35UNDERDRAIN(TIE TO STORM DRAINS)VDOT 21AGRAVELBASEFILTER FABRIC12" NO. 3 STONE4" NO. 57 STONE2" NO. 8 AGGREGATE12" NO. 3 STONE4" NO. 57 STONE2" NO. 8 AGGREGATESECTION ABUTTING CURBSECTION ABUTTING PAVINGNOTES:INTERLOCKING PAVERS TO BE EAGLE BAY SWMPAVE AQUA-BRIC 4 "L" PERMEABLE PAVER LAIDMECHANICALLY INSIDE 80MM PERIMETER SOLDIERCOURSECONTRACTOR TO VERIFY AND INSTALL ASSPECIFIED BY MANUFACTOR/SUPPLIER TO ENSUREALL WARRANTIESEXPANSION JOINTS SHALL BE EVERY 20' MAX.CONSTRUCTION JOINTS SHALL BE EVERY 10' MAX.PAVER COLOR TO BE CHESAPEAKE.NOTE: EAGLE BAY 'ECO BAY' PAVER MAY BESUBSTITUTED FOR AQUA BRIC 4"L" CONCRETEPAVER IF APPROVED BY ENGINEER AND OWNER.ANY BANDING DESIGNATED ON PLANS NOT ASCONCRETE AROUND PERMEABLE INTERLOCKINGPAVERS SHALL BE AN EAGLE BAY 'ECO BAY'PERMEABLE 5" X 10" PAVER. COLOR = CHESAPEAKETO MATCH MAIN PAVER COLOR..FLUSH CURB/EDGERESTRAINT- VDOT CLASS A380 MM SOLIDER PERIMETERBANDING COURSE1'-1"4"THIS AREA MAY BE CONCRETEAT THE OPTION OF THE CONTRACTORTHE BOTTOM OF THE CURB AND GUTTERMAY BE CONSTRUCTED PARALLEL TO THESLOPE OF SUBBASE COURSES PROVIDED AMINIMUM DEPTH OF 7" IS MAINTAINED.NOTES:1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST.3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER.4. FOR USE WITH STABILIZED OPEN-GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF PAVEMENT.5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED.6"7"6"2'-0"2" R1":1'6" CURB & GUTTER (VDOT CG-6)P-047N.T.S.SECTIONF82" RSURFACESUBBASE NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-3 IS REQUIRED.SEENOTE 4BASE4"6"6"6" CURB (VDOT CG-2)P-048N.T.S.SECTIONG8SURFACEBASESUBBASE NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB WIL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB SHALL BE USED WHEN DESIGN SPEED IS GREATER THAN 40 MPH ON RURAL HIGHWAYS AND 45 MPH IN DEVELOPED URBAN AND SUBURBAN AREAS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS.SEENOTE 42" R1" R4" CURB (VDOT CG-3)8IP-002N.T.S.UNDISTURBED SOILSURFACECOURSESEE PLANSFOR DETAILS2"5"3"4"7"20ASECTIONDETAILC8SECTION3333NOTES:1.ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENTVDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.2.THE PAVEMENT DESIGN FOR ASPHALT PVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS ANDTYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING ANDPROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.3.A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TODETERMINE THE TYPE AND THICKNESS OF EXISTING LAVEMENT LAYERS. THESE CORES SHALL BESPACED NO MORE THAN 500 FEET APART.4.THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 1/2" INCHES AND REPLACEDWITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACECOURSE, UNLESS WAIVED BY THE ENGINEER.5.THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TOACHIEVE AN ACCEPTABLE PAVEMENT CROSS-SLOPE AND EFFECTIVE SURFACE DRAINAGE.6.EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTOREDSUBJECT TO THE APPROVAL OF THE ENGINEER.7.FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OFTHE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THESPECIFICATIONS.NOTES:FROM 2016 ROAD & BRIDGE STANDARDSPERMEABLE ASPHALT - ALTERATIVE TO PCIP8KN.T.S.SECTION3ASPHALT/CONCRETEPAVING SECTION6"18"2 12" PAM-19 POROUSASPHALT BASE1 12" PAM-9.5 POROUSASPHALT SURFACECOMPACTEDSUBGRADECOMPACTEDSUBGRADESLOPEVDOT STD CG-6COMPACTED SUBGRADEVDOT 21AGRAVEL BASE6" PERFORATED SDR-35UNDERDRAIN(TIE TO STORM DRAINS)VDOT 21AGRAVELBASEFILTER FABRIC8" NO. 3 STONE4" NO. 57 STONE1" NO. 8 AGGREGATE8" NO. 3 STONE4" NO. 57 STONE1" NO. 8 AGGREGATESECTION ABUTTING CURBSECTION ABUTTING PAVINGNOTES:1.REFERENCE STORMWATER MANAGEMENTHANDBOOK, FIRST EDITION, 1999, VOLUME I,MINIMUM STD 3.10D, POROUS PAVEMENT FORDESIGN, INSTALLATION, INSPECTION ANDMAINTENANCE REQUIREMENTS.2.CONTRACTOR TO VERIFY AND INSTALL ASSPECIFIED BY MANUFACTOR/SUPPLIER TOENSURE ALL WARRANTIES.CLASS A3 CONCRETEFLUSH CURB/EDGERESTRAINT2 12" PAM-19 POROUSASPHALT BASE1 12" PAM-9.5 POROUSASPHALT SURFACENOTE:PAVEMENT MAY BESUBSTITUTED TOPERMEABLE ASPHALT PERAPPROVED WPO/VSMPPLANS. SEE DETAIL THISSHEET:8K446/7/2019 4:17:44 AM 550560 570 5705705 7 0 580 5605605 7 2572 558580574572582 580580578 570584584582584 5825825 8 4 588 584 584584582580582 576 5805705565545845725805805825705695725825765 7 8 5625645685 7 2 5665705 6 6 5 6 8 578570572578 57 6 57 4 576 577 578575 5 7 4 A350093XX 550 5 5 0 550550560 56056 0 560560560570 57057 0 570570 570 550580590580 5705 8 0 580 5605605605705705705705 7 0580580 550550560560 FHWVWVWOODBURN RDROUTE 659RIO ROAD(ROUTE 631) VARIABLE WIDTH R.O.W.35 MPHNICHOLS COURTECKERSON COURT D.A. TO SD D4-4D.A. = 0.17 ACC = 0.82Tc = 5.0 MIN.D.A. TO SD D6-3D.A. = 0.16 ACC = 0.71Tc = 5.0 MIN.D.A. TO SD D6-2D.A. = 0.26 ACC = 0.65Tc = 5.0 MIN.D.A. TO SD D6-1D.A. = 0.16 ACC = 0.60Tc = 5.0 MIN.D.A. TO SD D6D.A. = 0.23 ACC = 0.85Tc = 5.0 MIN.D.A. TO SD E1D.A. = 0.28 ACC = 0.75Tc = 5.0 MIN.D.A. TO SD C2D.A. = 0.04 ACC = 0.88Tc = 5.0 MIN.D.A. TO SD D5-1D.A. = 0.05 ACC = 0.88Tc = 5.0 MIN.D.A. TO SD D5D.A. = 0.06 ACC = 0.88Tc = 5.0 MIN.D.A. TO SD D7D.A. = 0.10 ACC = 0.70Tc = 5.0 MIN.D.A. TO SD E3D.A. = 0.16 ACC = 0.75Tc = 5.0 MIN.D.A. TO SD E2D.A. = 0.06 ACC = 0.65Tc = 5.0 MIN.D.A. TO SD D4-1 (LFT)D.A. = 0.06 ACC = 0.75Tc = 5.0 MIN.D.A. TO SD B2D.A. = 0.17 ACC = 0.82Tc = 5.0 MIN.D.A. TO SD D8D.A. = 0.24 ACC = 0.60Tc = 5.0 MIN.ROOF # 4D.A. = 0.09 ACC = 0.90Tc = 5.0 MIN.SDA1SDA2SDA4SDB2SDC2SDD3SDD4SDD5SDD6SDD7SDD8SDD6-2SDD6-1SDD6-3SDD5-1SDD4-1SDD4-2SDD4-3SDD4-4SDE1SDE2SDF12SDF11SDF8-1SDF10SDH2SDH1SDF2SDF3SDG4SDF2-1SDF2-2SDF6D.A. TO SD D4-1 (RT)D.A. = 0.13 ACC = 0.75Tc = 5.0 MIN.D.A. TO SD D4-2D.A. = 0.23 ACC = 0.45Tc = 5.0 MIN.D.A. TO SD H2D.A. = 0.60 ACC = 0.56Tc = 5.0 MIN.D.A. TO SD K2D.A. = 1.15 ACC = 0.55Tc = 5.0 MIN.ROOF # 3D.A. = 0.09 ACC = 0.90Tc = 5.0 MIN.ROOF # 1D.A. = 0.09 ACC = 0.90Tc = 5.0 MIN.ROOF # 2D.A. = 0.09 ACC = 0.90Tc = 5.0 MIN.SDF9SDK1D.A. TO SD K1D.A. = 0.14 ACC = 0.90Tc = 5.0 MIN.D.A. TO SD EX1-5D.A. = 0.52 ACC = 0.71Tc = 5.0 MIN.SDCUTSDA3D.A. TO SD X2D.A. = 0.07 ACC = 0.90Tc = 5.0 MIN.SDEX1-5BLDG C ROOFD.A. = 0.09 ACC = 0.90Tc = 5.0 MIN.D.A. TO CURB CUTD.A. = 0.13 ACC = 0.65Tc = 5.0 MIN.D.A. TO SD F11D.A. = 0.03 ACC = 0.50Tc = 5.0 MIN.D.A. TO SD F12D.A. = 0.10 ACC = 0.50Tc = 5.0 MIN.D.A. TO SD F10D.A. = 0.14 ACC = 0.65Tc = 5.0 MIN.D.A. TO SD F9D.A. = 0.10 ACC = 0.65Tc = 5.0 MIN.D.A. TO SD F8D.A. = 0.26 ACC = 0.65Tc = 5.0 MIN.D.A. TO SD F7D.A. = 0.36 ACC = 0.65Tc = 5.0 MIN.D.A. TO SD F5D.A. = 0.09 ACC = 0.65Tc = 5.0 MIN.D.A. TO SD F4D.A. = 0.20 ACC = 0.65Tc = 5.0 MIN.D.A. TO SD F3D.A. = 0.34 ACC = 0.65Tc = 5.0 MIN.D.A. TO SD F2D.A. = 0.49 ACC = 0.65Tc = 5.0 MIN.ROOF B4D.A. = 0.13ACC = 0.90Tc = 5.0 MIN.ROOF B2D.A. = 0.22 ACC = 0.90Tc = 5.0 MIN.ROOF B1D.A. = 0.08 ACC = 0.90Tc = 5.0 MIN.ROOF B1D.A. = 0.19 ACC = 0.90Tc = 5.0 MIN.D.A. TO SDF2-2/F2-3D.A. = 0.54 ACC = 0.85Tc = 5.0 MIN.D.A. TO SD F2-4/2-5D.A. = 0.42 ACC = 0.85Tc = 5.0 MIN.SDE3SDF8-2SDF8SDF7SDF5SDF4SDF1SDG5SDSWMSDX2SDG3SDF2-3SDF2-4SDF2-5SDX1575030'15'60'120'N1" = 30'9Inlet Drainage AreaMapOF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-1931234536/7/2019 4:17:57 AM 510510520520530530 W W W W G G G G G GSDG1SDG2 SDG530" HDPE3 0 " R C PRIP RAP LINED CHANNEL2' DEPTH W/ 2:1 SIDE SLOPESTIE TO EX. CHANNELC V I L L E H E A L T H & R E H A B TO RIO ROADEXISTING DRAINAGEWAYEXISTING SUMP SERVES ASDE-FACTO LEVEL SPREADERLOCATION OF CONCRETEDRAINAGE STRUCTURE OFUNKNOWN TYPECOORDINATE OFF-SITECONSTRUCTION SCHEDULE TOMININMIZE DISRUPTION OFHERITAGE HALL INGRESS/EGRESSRESTORE PAVEMENT AFTERCONSTRUCTION20' DRAINAGE &EASEMENT, TYP.(EXISTING)RESIDENTIAL SUBDIVISIONEXISTING 18" STORM SYSTEM(INADEQUATE RECEIVINGCHANNEL)578 570 5 8 4 58 2 5 8 058210 1 3 1 3 580 570 572 GEN E R AT O R 570569 572W WWWW W W GGGGGGGGGGGGG G G G G G G GGW W 570 572 575 574SDG4BIO-FILTERSDG3OF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-19312345OFF-SITE STORM IMPROVEMENTS - (CHARLOTTESVILLE HEALTH & REHAB) SCALE: 1" = 50'A10As Shown10DrainageCalculations050'25'100'200'N36/7/2019 4:18:05 AM 54056057010+0011+00550530540560570550530STORM DRAIN 'A'SCALE H: 1" = 50' V: 1" = 10'60" Ø SWMDETENTIONNETWORKSD-A1STA 10+00.00VDOT STD. MH-1 CONSTRUCTEDON EX. 24" RCP STUBRIM 544.00INV. IN 538.30INV. OUT 538.20 (EX 24")SD-A2STA 10+63.61VDOT STD. MH-1RIM 546.50INV. IN 539.03INV. OUT 538.93SD-A3STA 11+38.21VDOT STD. MH-1RIM 550.20INV. IN 542.90INV. IN 539.90 (8" FROM STORMFILTER)INV. OUT 539.80SD-A4STA 11+46.54SWM OUTLETSTRUCTURE(SEE SWM DETAILS)RIM 551.63INV. IN 543.20INV. OUT 543.1012.29 LF OF 15"RCP @ 1.63%76.43 LF OF 15"RCP @ 1.01%63.61 LF OF 15"RCP @ 0.99%EX. 24" RCP@ 5.2%NOTES:1. VDOT STD IS-1 (INLET SHAPING) TO BE PROVIDED ON ALL INLETS.2. VDOT STD SL-1 SHALL BE PROVIDED ON ANY DRAINAGE STRUCTURE TALLER THAN 12'.56058060010+0011+0012+0013+00STORM DRAIN 'D'SCALE H: 1" = 50' V: 1" = 10'5505705905405605806005505705905408" SANITARYSEWER 'A' 6" DIP W.L./FHA 8" SANITARY SEWER 'A'1.5' ±SEPARATION2.0' ±SEPARATION1.5' ±SEPARATIONSD-D3STA 10+01.00CONTECHCMP RISERRIM 557.35INV. IN 551.79SD-D4STA 10+47.19VDOT STD MHRIM 559.08INV. IN 552.35 (D)INV. IN 552.35 (D4-1)INV. OUT 552.25SD-D5STA 10+97.44VDOT STD DI-2B(6' THROAT)RIM 561.01INV. IN 553.51 (D5-1)INV. IN 553.51 (D)INV. OUT 553.41SD-D6STA 11+61.11VDOT STD DI-2B(6' THROAT)RIM 564.72INV. IN 557.72 (D)INV. IN 557.72 (E)INV. OUT 557.62SD-D7STA 12+39.17VDOT STD DI-2B(8' THROAT)RIM 572.50INV. IN 565.50INV. OUT 565.40SD-D8STA 12+62.67VDOT STD DI-2B(8' THROAT)RIM 572.50INV. OUT 565.7550.25 LF OF 18"HDPE @ 2.11%63.67 LF OF 18"HDPE @ 6.46%46.00 LF OF 24"HDPE @ 1.00%23.50 LF OF 15"HDPE @ 1.06%EX. GRADEPROP. GRADE60" Ø SWMDETENTIONNETWORKSTRUCTURES D2 & D1HAVE BEEN ELIMINATED78.06 LF OF 15"HDPE @ 9.84%8" WATERLINE 'A'NOTES:1. VDOT STD IS-1 (INLET SHAPING) TO BE PROVIDEDON ALL INLETS.2. VDOT STD SL-1 SHALL BE PROVIDED ON ANYDRAINAGE STRUCTURE TALLER THAN 12'.(2) WATER SERVICES 56058010+0011+0012+0013+00STORM DRAIN 'D4-1'SCALE H: 1" = 50' V: 1" = 10'550570590540560580550570590540SD D4STA 10+00.00VDOT STD MHRIM 559.08INV. IN 552.35 (D)INV. IN 552.35 (D4-1)INV. OUT 552.25SD D4-1STA 10+52.52VDOT STD DI-2A(2' THROAT)RIM 559.57INV. IN 553.77INV. OUT 553.67SD D4-2STA 10+95.75VDOT STD DI-1RIM 559.22INV. IN 554.60INV. OUT 554.50SD D4-3STA 12+28.50VDOT STD MHRIM 567.00INV. IN 560.76INV. OUT 557.36SD D4-4STA 12+45.53VDOT STD DI-2A(2' THROAT)RIM 571.63INV. IN 562.73INV. OUT 562.6352.52 LF OF 15"HDPE @ 2.51%43.23 LF OF 15"HDPE @ 1.69%17.03 LF OF 15"HDPE @ 11.00%EX. GRADEPROP. GRADE8" WATERLINE 'A'1.0' ±SEPARATIONNOTES:1. VDOT STD IS-1 (INLET SHAPING) TO BE PROVIDED ON ALL INLETS.2. VDOT STD SL-1 SHALL BE PROVIDED ON ANY DRAINAGE STRUCTURE TALLER THAN 12'.73.32 LF OF 15"HDPE @ 2.00%59.43 LF OF 15"HDPE @ 2.00%SD D4-2STA 11+69.07VDOT STD DI-1RIM 559.00INV. IN 556.17INV. OUT 556.0756058010+00STORM DRAIN 'D5-1'SCALE H: 1" = 50' V: 1" = 10'5505705405605805505705408" SANITARY SEWER 'A'1.0' ±SEPARATIONSD D5-1STA 10+37.49VDOT STD DI-2B(6' THROAT)RIM 560.70INV. OUT 556.38SD D5STA 10+00VDOT STD DI-2B(6' THROAT)RIM 561.01INV. IN 553.51INV. IN 553.51INV. OUT 553.4137.49 LF OF 15"HDPE @ 7.66%8" WATERLINE 'A'1' ±SEPARATION56058010+0011+00STORM DRAIN 'D6-1'SCALE H: 1" = 50' V: 1" = 10'5505705905605805505705908" SANITARY SEWER 'A'1' MIN.SEPARATIONSD D6STA 10+00VDOT STD DI-2B(6' THROAT)RIM 564.72INV. IN 557.72INV. IN 557.72INV. OUT 557.62SD D6-1STA 10+35.50VDOT STD DI-2B(8' THROAT)RIM 564.72INV. IN 559.82INV. OUT 559.72SD D6-3STA 11+37.09VDOT STD DI-2B(4' THROAT)RIM 571.10INV. OUT 566.50SD D6-2STA 10+65.09VDOT STD DI-2A(2' THROAT)RIM 569.66INV. IN 564.66INV. OUT 561.6672.00 LF OF 15"HDPE @ 2.56%29.59 LF OF 15"HDPE @ 6.22%35.50 LF OF 15"HDPE @ 5.63%8" W.L. 'A'NOTES:1. VDOT STD IS-1 (INLET SHAPING) TO BEPROVIDED ON ALL INLETS.2. VDOT STD SL-1 SHALL BE PROVIDED ON ANYDRAINAGE STRUCTURE TALLER THAN 12'.54054056058060010+0011+00STORM DRAIN 'E'SCALE H: 1" = 50' V: 1" = 10'55057059056058060055057059029.59 LF OF 15"HDPE @ 9.87%SD E1STA 10+29.59VDOT STD DI-2A(2' THROAT)RIM 569.64INV. IN 563.64INV. OUT 560.64SD D6STA 10+00VDOT STD DI-2B(6' THROAT)RIM 564.72INV. IN 557.72 (D)INV. IN 557.72(E)INV. OUT 557.62SD E2STA 11+56.47VDOT STD DI-3ARIM 574.00INV. IN 568.10INV. OUT 568.00EX. GRADEPROP. GRADE126.88 LF OF 15"HDPE @ 3.44%NOTES:1. VDOT STD IS-1 (INLET SHAPING) TO BEPROVIDED ON ALL INLETS.2. VDOT STD SL-1 SHALL BE PROVIDED ON ANYDRAINAGE STRUCTURE TALLER THAN 12'.58059010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+00570560580590570560STORM DRAIN 'F'SCALE H: 1" = 50' V: 1" = 10'236.11 LF OF 24" HDPE @ 0.55%135.30 LF OF 24" HDPE @ 0.50%140.69 LF OF 24" HDPE @ 0.50%SD F12STA 20+35.83VDOT STD D-1RIM 581.75INV. OUT 578.50SD F11STA 20+04.83VDOT STD DI-1RIM 581.75INV. IN 578.19INV. OUT 578.09SD F10STA 19+77.45VDOT STD DI-3ARIM 583.31INV. IN 577.82INV. OUT 577.72SD F9STA 19+24.65VDOT STD DI-3ARIM 582.59INV. IN 577.25INV. OUT 577.15SD F8STA 18+48.07VDOT STD DI-3C(4' THROAT)RIM 581.88INV. IN 576.57 (18")INV. IN 576.57 (15")INV. OUT 576.47 (24")SD F7STA 16+11.96VDOT STD DI-3C(4' THROAT)RIM 582.04INV. IN 575.18INV. OUT 575.08SD F6STA 15+12.21VDOT STD MH-1RIM 583.10INV. IN 574.58INV. OUT 574.48SD F5STA 13+76.81VDOT STD DI-3ARIM 583.08INV. IN 573.81INV. OUT 573.71SD F4STA 12+36.11VDOT STD DI-3B(4' THROAT)RIM 581.67INV. IN 573.00INV. OUT 572.90SD F3STA 11+26.79VDOT STD DI-3C(4' THROAT)RIM 579.76INV. IN 572.35INV. OUT 572.25SD F2STA 10+16.96VDOT STD DI-3C(4' THROAT)RIM 580.84INV. IN 573.00 (18")INV. IN 571.70 (24")INV. OUT 571.60 (24")600600SD F1STA 10+00.00VDOT STD FESW/ RIP RAP EC-1INV. OUT 571.5017.00 LF OF 24"RCP @ 0.59%109.83 LF OF 24"HDPE @ 0.50%109.33 LF OF 24"HDPE @ 0.50%99.80 LF OF 24"HDPE @ 0.50%31.00 LF OF 15"HDPE @ 1.00%27.40 LF OF 15"HDPE @ 0.99%52.80 LF OF 15"HDPE @ 0.89%76.58 LF OF 15"HDPE @ 0.76%EX. GRADEPROP. GRADE8" SANITARY SEWER 'P'3'± SEPARATIONBIO-FILTER8" WATERLINE 'C'2.0'±SEPARATIONNOTES:1. VDOT STD IS-1 (INLET SHAPING) TO BE PROVIDED ON ALL INLETS.2. VDOT STD SL-1 SHALL BE PROVIDED ON ANY DRAINAGE STRUCTURE TALLER THAN 12'.54056058059012+0013+0014+0011+0010+00570550530230.43 LF OF 30" HDPE @ 5.47%SD-G2STA 10+68.62VDOT STD MH-1RIM 554.00INV. IN 544.80INV. OUT 542.80SD-G3STA 12+99.05VDOT STD MHRIM 568.00INV. IN 557.50INV. OUT 557.40SD-G4STA 13+74.78VDOT STD MHRIM 571.00INV. IN 559.10INV. OUT 559.0075.73 LF OF 30"HDPE @ 1.98%SD-G1STA 10+00.00VDOT STD ES-1INV. OUT 539.0068.62 LF OF 30"RCP @ 4.08%EXISTINGGRADEPROPOSEDGRADESTORM DRAIN 'G'SCALE H: 1" = 50' V: 1" = 10'540560580590570550530RIP RAPCHANNEL(SEE PLAN)40.27 LF OF 30"HDPE @ 2.23%TIE INTOSWMSD-G5STA 14+15.0572" MH W/ RACKRIM 571.00INV. IN 559.08 (8")INV. OUT 560.00 (24")NOTES:1. VDOT STD IS-1 (INLET SHAPING) TO BEPROVIDED ON ALL INLETS.2. VDOT STD SL-1 SHALL BE PROVIDED ON ANYDRAINAGE STRUCTURE TALLER THAN 12'.EX. 8" WATERLINE 1'±SEPARATION58060010+0011+00SD F2-2STA 11+48.46VDOT STD MH-1RIM 584.75INV. IN 578.15 (12")INV. IN 578.15 (18")INV. OUT 578.05 (18")SD F2-1STA 10+73.16VDOT STD MH-1RIM 584.00INV. IN 577.10 (12")INV. IN 577.10 (18")INV. OUT 577.00 (18")SD F2STA 10+00VDOT STD DI-3B(4' THROAT)RIM 580.84INV. IN 573.00 (18")INV. IN 571.70 (24")INV. OUT 571.60590570560580600590570560STORM DRAIN 'F2-1'SCALE H: 1" = 50' V: 1" = 10'EX. GRADEPROP. GRADE8" WATERLINE 'C'1'±SEPARATION73.16 LF OF 18"HDPE @ 5.47%75.30 LF OF 18"CLASS V RCP @ 1.26%BUILDINGNOTES:1. VDOT STD IS-1 (INLET SHAPING) TO BEPROVIDED ON ALL INLETS.2. VDOT STD SL-1 SHALL BE PROVIDED ONANY DRAINAGE STRUCTURE TALLER THAN 12'.SD F2-3STA 11+86.71VDOT STD MH-1RIM 584.75INV. IN 578.65 (12")INV. IN 578.65 (18")INV. OUT 578.55 (18")35.25 LF OF 18"RCP @ 1.05%BUILDINGSD F2-4STA 12+57.40VDOT STD MH-1RIM 584.75INV. IN 579.45 (12")INV. IN 579.45 (18")INV. OUT 579.35 (18")SD F2-5STA 12+85.05VDOT STD MH-1RIM 584.75INV. IN 579.85 (12")INV. OUT 579.75 (18")27.65 LF OF 18"RCP @ 1.08%70.69 LF OF 18"RCP @ 0.99%13+0012+0058060010+0011+00590570560580600590570560SD F8-2STA 11+32.09VDOT STD DI-1RIM 584.00INV. IN 578.10INV. OUT 578.00SD F8-1STA 10+69.06VDOT STD MH-1RIM 584.00INV. IN 577.36INV. OUT 577.26SD F8STA 10+00.00VDOT STD DI-3C(4' THROAT)RIM 581.88INV. IN 576.57 (18")INV. IN 576.57 (15")INV. OUT 576.47 (24")EX. GRADEPROP. GRADE69.00 LF OF 18"HDPE @ 1.00%63.00 LF OF 15"HDPE @ 1.02%STORM DRAIN 'F8-1'SCALE H: 1" = 50' V: 1" = 10'8" SANITARY SEWER 'P'1'± SEPARATIONNOTES:1. VDOT STD IS-1 (INLET SHAPING) TO BEPROVIDED ON ALL INLETS.2. VDOT STD SL-1 SHALL BE PROVIDED ON ANYDRAINAGE STRUCTURE TALLER THAN 12'.58059010+0011+00570560580590570560STORM DRAIN 'H'SCALE H: 1" = 50' V: 1" = 10'SD H2STA 10+74.06VDOT STD DI-3B(4' THROAT)RIM 576.08INV. OUT 572.25BIO-FILTERSD H1STA 10+00.00VDOT STD FESW/ RIP RAP EC-1INV. OUT 571.50EX. GRADEPROP. GRADE74.06 LF OF 15"HDPE @ 1.01%NOTES:1. VDOT STD IS-1 (INLET SHAPING) TO BEPROVIDED ON ALL INLETS.2. VDOT STD SL-1 SHALL BE PROVIDED ONANY DRAINAGE STRUCTURE TALLER THAN 12'.54056058010+0011+00530550570540560580530550570STORM DRAIN 'K'SCALE H: 1" = 50' V: 1" = 10'98.15 LF OF 18" RCP @ 1.02%SD K1STA 10+00.00VDOT STD. DI-2B(4' THROAT)RIM 557.88INV. IN 554.00INV. OUT 553.3 ±SD K2STA 10+98.15RE-LOCATEDVDOT STD. DI-2B(12' THROAT)RIM 561.19INV. OUT 555.00EXISTINGGRADEPROPOSEDGRADEEX. 18" RCP @ 5.9%NOTES:1. VDOT STD IS-1 (INLET SHAPING) TO BEPROVIDED ON ALL INLETS.2. VDOT STD SL-1 SHALL BE PROVIDED ON ANYDRAINAGE STRUCTURE TALLER THAN 12'.OF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-19312345As Shown11Storm Drain Profiles6/7/2019 4:18:14 AM OF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-19312345As Shown11AStorm Drain Details6/7/2019 4:18:22 AM WWW550 5 5 0 550550560 56056 0 560560560570 57057 0 570560560560570 570 550580590580 5705 8 0 5 8 0 102115605605605605705705705705705705 7 0580580 OHEOHEOHEOHEOHEOHEWWWWWWWWWWWWWWWWWWWWWWW5505505505605 6 0 GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G GGGGGGGGGGGGGGGGGGFHWVWVUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTGGGGGGGGGGGGGGGOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHES S SSSSSSSSSS550560 570 5705705 7 0 580 5605605 7 2572 558SSSSSSS S SSS 32 30 9 8 7 1 1A 2 4 5 44D 580574572 SSSSSSSSSSS S S S S S S S S 582580580578 570584584 5825845825825 8 4 588 584 584584582580582 576 580570556554UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE584SS572GENERATORTRANSF 580580582SSSS570569572WWWWWWWWWWWWWWWWWWWWWW W W WFF W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWW G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWGGG G G G GSSSSSSSSSSSSSSGGGGGGGGGGGGGGGG GGGGGGGGG GGGGGGGW W W W 582576OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE5 7 8 SSSSFF WWWF F F F F WWWWGGGGGGGGGGGGGGGGGGGGG G G G GGGGGGGGGGGGG5625645685 7 2 5665705 6 6 5 6 8 578570572578 57 6 57 4 576 577 578575 5 7 4 A350093XX WOODBURNRDROUTE 659RIO ROAD(ROUTE 631) VARIABLE WIDTH R.O.W.35 MPHNICHOLS COURTEMERGENCYACCESSAREA TO BEDEDICATEDTO COUNTYEXISTING TREES SHALLBE SAVED PER NOTEON SHEET 3TREES TO BEPRESERVED; TYP.TREES TO BEPRESERVEDTYPICALTIE TO EXISTINGPARKING LOTTIE STORM INTOEX. STORMSYSTEM @ EX.CURB INLETEX. SDMHRIM 554.77INV. IN 549.24INV. OUT 549.01EX. DI-2B(14')RIM 545.94INV. 539.11EX. DI-3B (4')RIM 545.56INV. OUT 541.78EX. SDMHRIM 546.14INV. 539.04EX. DI-3B (14')RIM 543.21INV. IN 538.18INV. OUT 537.32EX. SDMHRIM 552.88INV. 546.29EX. DI-1RIM 547.74INV. 545.11EX. DI-1RIM 547.74INV. IN 545.03INV. OUT 544.83EX. 18" RCPEX. 18" RCP EX. 15" RCPEX. 15" RCPEX. DI-2ARIM 563.22INV. OUT 539.34EX. 18" RCPEX. SMHRIM 546.92,19,1INV. OUT 542.32EX. SMHBkrmrCr-1-2RIM 549.27INV. IN 542.75INV. OUT 541.29EX. 8" PVC S.S.EX. 24" R C P EX. CONC. WALLWALLEX. CONC.EX. CONC. WALLEX. DI-1RIM 550.11INV. IN 544.32INV. OUT 544.32SDA1SDA2SDB2SDC2SDD3SDD4SDD5SDD6SDD7SDD8SDD6-2SDD6-1SDD6-3SDD5-1SDD4-1SDD4-2SDD4-3SDD4-4SDE1EXSSZA1SSZA2SSZA3SSZA4SSZA5SSZA6SSZC2SSZC3SSBERKMARCROSSINGBERKMAR CROSSINGC'VILLE HEALTH ANDREHAB CENTERTHE GARDENSPOTRESIDENTIAL8" PVC S .S .8" PVC S.S.8 " D I P S . S . 8" PVC S.S. SAN. SEWER 'A'SAN. SEWER 'A ' 8" PVC S.S.8" PVC S.S.12" DIP W.L.WATERLINE 'A'22.5° BEND11.25° BEND12"x8" TEE8" G.V.12"x6" REDUCERFHAFHA #28"x 6" TEE8" G.V.FHA6" SAN.LATERAL6" SAN.LATERAL6" SAN.LATERAL2" WATERSERVICE,METER, &VAULT(RES.)CONNECT TO EX. 12"RWSA WATERLINE @EX. 12" DIP STUBEX. 12" RWSA WATERLINE20' ACSAEASEMENT20' ACSAEASEMENT20' ACSAEASEMENT20' ACSAEASEMENTEX. 12"x6" TEEEX. FHAEX. 12" G.V.EX. 12" PLUGSDK1CONSTRUCTVDOT STD. DI-2B (4')ON EX. 18" RCPRIM 557.88INV. IN 554.00,19287REMOVE 18" RCPSTORM PIPE INTHIS AREAXXX12" DIP W.L.WATERLINE 'A'SDA3SDA4STORMFILTERNOTE:FIXTURE COUNTS MUST BE PROVIDED TO THEALBEMARLE COUNTY SERVICE AUTHORITY PRIORTO MAKING TAPS FOR WATER SERVICES. METERSIZES WILL BE DETERMINED ONCE FIXTURECOUNTS ARE PROVIDED.NOTES:1.CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA DURING CONSTRUCTION OF THE CONNECTION TO THE EXISTING RWSA 12” WATERLINE.2.CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 12” WATERLINE DURING CONSTRUCTION.3.CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12” WATERLINE PRIOR TOMODIFYING OR CONNECTING TO THE EXISTING WATERLINE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENTDURING THE TEST PIT.4.OWNER'S ENGINEER SHALL SUBMIT TO RWSA AND ACSA FOR APPROVAL A PLAN TO CONNECT TO THE EXISTING WATERLINE BASED ON THE INFORMATION FROMTHE TEST PIT. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF CONNECTING TO THE EXISTING WATERLINE. IF ANY ACSA CUSTOMERS WILL BEWITHOUT WATER DUE TO THE PROPOSED CONNECTION TO THE EXISTING WATERLINE, THEN THE CONTRACTOR SHALL COORDINATE THE OUTAGE WITH ACSA.5.CONTRACTOR SHALL USE DUE DILIGENCE TO NOT DISTURB THE EXISTING BLOCKING OR THRUST RESTRAINT ON THE EXISTING 12” WATERLINE.6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTRAINT OF EXISTING 12” WATERLINE DURING THE CONNECTION TO THE EXISTING WATER SYSTEM.7.NO PERMANENT CONNECTIONS TO THE POTABLE WATER SYSTEM ARE ALLOWED UNTIL THE NEW WATERLINES ARE TESTED, DISINFECTED, AND READY FORSERVICE.8.SEE SHEET 2 FOR RWSA GENERAL CONSTRUCTION NOTES.9.ACSA IS NOT RESPONSIBLE FOR RESTORING THE PERMEABLE PAVERS/ASPHALT IN THE FUTURE IF EXCAVATION OVER THE WATER MAIN IS REQUIRED.RESTORATION OF PAVERS IS THE RESPONSIBILITY OF THE OWNER.10.RWSA AND ACSA HAVE NO RESPONSIBILITY FOR RESTORING THE DECORATIVE WALL LOCATED OVER THE RWSA WATER MAIN IN FRONT OF THE GARDEN SPOT.11.CONTRACTOR WILL BE REQUIRED TO REMOVE AND REPLACE THE LAST PORTION OF THE WATER MAIN TO ACCOMMODATE PROPOSED FIRE LINE AND DOMESTICMETER VAULT (SERVING THE APARTMENTS ON LOT 4).12.CONTRACTOR TO REMOVE EXISTING 8" SANITARY SEWER LINE FROM STRUCTURE MH ZC3 EXCEPT FOR A 5' STUB AT MANHOLE. UTILIZE 8" STUB TO TRANSITION TO6" LATERAL INTO BUILDING; INSTALL A CLEAN OUT (IN LINE).2" WATERSERVICE,METER, &VAULT(COM.)2" WATERSERVICE,METER, &VAULT(RES.)2" WATERSERVICE,METER, &VAULT(COM.)33' ACSAEASEMENT24' ACSAEASEMENT20' ACSAEASEMENT8" DIP W.L.W.L. 'A'(2) 22.5° BEND8"x 8" TEE8" G.V.6" G.V.8" DIP W.L. W.L. 'B'4" D IP W .L .W.L . 'B '90° BEND90° BEND4" G.V.30' ACSAEASEMENT8" DIP W.L.WATERLINE 'C'8" DIP W.L. WATERLINE 'C'20' ACSAEASEMENT20' ACSAEASEMENT20' ACSAEASEMENT20' ACSAEASEMENT8" PVC S.S.8" PRIVATE PVC S.S.8" DIP S.S.SDE2SDH1SDH2SDF1SDF2-1SDF2SDF3SDF4ZC1SS3" WATERMETER &VAULTFIRE DEPARTMENTCONNECTION W/ VALVE8" x 6" TEE - PRIVATE FIRE LINE8" G.V.6" G.V.REUSE EX 8" INVERT,TRANSITION TO 6"LATERAL TO BLDG, ADDCLEAN OUT1.5" WATERSERVICE,METER, &VAULT(COM.)90° BEND8"x6" RED.FHAZP1SSZP2SSPERMEABLEPAVERSPERMEABLE PAVERSPERMEABLEPAVERS PERMEABLEPAVERSPERMEABLEPAVERSSDF9SDF8SDF7SDF8-1SDF8-2PERMEABLEPAVERS PERMEABLEPAVERSPERMEABLEPAVERSPERMEABLEPAVERSPERMEABLEPAVERSPERMEABLEPAVERSSDF5SDF66" PAVER UNDERDRAIN, TYP.TIE TO STORM INLETS, TYP.6" PAVER UNDERDRAIN, TYP.TIE TO STORM INLETS, TYP.GREASETRAPZB2SSZB1SS8" DIP S.S.SAN. SEWER 'B'8" PRIVATE DIP S.S.FHA #1FHA #4(4) 8"x4" TEES(4) 4" G.V.8" G.V.8"x4" TEE4" G.V.8" G.V.FHA #38"x 8" TEE(2) 8" G.V.(2) 22.5° BEND(2) 22.5° BENDARVFHA #5FHA #68"x 6" TEE8" G.V.FHA90° BEND8"x6" RED.FHA8"x4" TEE4" G.V.8" G.V.1" WATERSERVICE &5/8" METER FORIRRIGATION22.5° BEND22.5° BEND45° BEND8"x 6" TEEFHA45° BEND8"x 8" TEE(2) 8" G.V.8" PLUGPROVIDE 18" SLEEVEUNDER WALL FORFUTURE WATERLINEEXTENSION BY OTHERS8" DIP W.L.WATERLINE 'C'SDF2-2SDF2-3SDF2-4SDF2-58"x 6" TEE8"x 4" RED.4" G.V.FHAB.O.A.SDG3SDG4SDG58" SAN.LATERALCLEANOUTSGASMETERGAS SUPPLY LINETO GENERATOREXISTING 20' DRAINAGEEASEMENT, TYP.(D.B. 3931, P 434A)UNITS TO HAVE A SPR INKLER SYSTEM(2) 22.5° BEND45° BENDSDC1SDB1NOTE: FINAL METER SIZE TOBE DETERMINED BY ACSAPRIOR TO CONSTRUCTION8"x4" TEE (2)4" G.V. (2)4" FIRE (2)8"x4" TEE4" G.V.4" FIRE4"x4" TEE4" G.V.4" FIRESDD4-2A4"x4" TEE4" G.V.1.5" WM & VAULTSDG4-1FHA #7PERMEABLEPAVERSOF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O NWEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O NWEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-19312345030'15'60'120'N1" = 30'12Utility PlanBUILDINGDBLDG.ABLDG.BBLDG.CAPARTMENTS3444446/7/2019 4:18:37 AM 56058059010+0011+0012+0013+0014+0015+0016+0017+0018+00570550540TIE TO EX.12" RWSA W.L.@ EX. 12" DIP STUBSEE NOTES ON SHEET 12 FORCONNECTION TO RWSA WATERLINEEX. FHA EX.12" RWSAWATERLINE3.5' MIN.COVERPROPOSED 12"CLASS 52 DIPWATERLINE22.5° BEND 12"x8" TEE; 8" G.V. 12"x6" REDUCER; FHA #1 11.25° BEND 8" x 6" TEE - FHA #2 8" G.V.; 6" G.V. 8" x 8" TEE - WATERLINE 'B' (2) - 8" G.V. 8" x 8" TEE - WATERLINE 'C' (2) - 8" G.V.PROPOSED 8"CLASS 52 DIPWATERLINE22.5° BEND 22.5° BEND EXISTING GRADEPROPOSED GRADEWATERLINE 'A'SCALE H: 1" = 50' V: 1" = 10'(2) - 8"x4" TEE; (2) - 4" G.V.; 8" G.V. 15" STORM DRAIN 'D4' 15" STORM DRAIN 'D5' 15" STORM DRAIN 'D6' 15" STORM DRAIN 'D' 8" SANITARY SEWER 'A'1.5' ±SEPARATION5' ±SEPARATION1' ±SEPARATION1' ±SEPARATION1.5' ±SEPARATION560580590570550540NOTES:1. ALL 8" & 6" WATERLINE SHALL BE CLASS 52 DUCTILE IRON PIPE.2. ALL 4" WATERLINE SHALL BE CLASS 53 DUCTILE IRON PIPE.3. ALL WATER SERVICE CONNECTIONS SHALL BE TYPE K COPPER TUBING.4. THE MINIMUM VERTICAL SEPARATION BETWEEN STORM PIPES AND WATERMAINS IS 12".5. THEMINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE IS 18".6. 3.5' MINIMUM COVER REQUIRED OVER CENTERLINE OF PIPE.(2) - 8"x4" TEE; (2) - 4" G.V. 8"x4" TEE; SERVICE TO BLDG C 4" G.V.; 8" G.V. AIR RELEASE VALVE 22.5° BEND 22.5° BEND EX. 12" G.V.58059010+0011+0012+0013+0014+00570560580590570560WATERLINE 'B'SCALE H: 1" = 50' V: 1" = 10'8" x 8" TEE - WATERLINE 'A' (2) - 8" G.V. 90° BEND - 4" G.V. BLOW OFF ASSEMBLY 1" WATER SERVICE (TO BE REMOVED) 1" WATER SERVICE (TO BE REMOVED) 90° BEND EXISTING GRADEPROPOSED GRADE3.5' MIN.COVERPROPOSED 8"CLASS 52 DIPWATERLINE8" x 6" TEE - FHA #7 8" x 4" RED; 4" G.V.PROPOSED 4"CLASS 53 DIPWATERLINENOTES:1. ALL 8" & 6" WATERLINE SHALL BE CLASS 52 DUCTILE IRON PIPE.2. ALL 4" WATERLINE SHALL BE CLASS 53 DUCTILE IRON PIPE.3. ALL WATER SERVICE CONNECTIONS SHALL BE TYPE K COPPER TUBING.4. THE MINIMUM VERTICAL SEPARATION BETWEEN STORM PIPES AND WATERMAINS IS 12".5. THEMINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE IS 18".6. 3.5' MINIMUM COVER REQUIRED OVER CENTERLINE OF PIPE.1" WATER SERVICE (TO BE REMOVED) 4" X 4" TEE; 4" G.V. 2" SERVICE 4" X 4" TEE; 4" G.V. 4" PRIVATE FIRELINE58059057056010+0011+0012+0013+0014+0015+0016+00WATERLINE 'C'SCALE H: 1" = 50' V: 1" = 10'17+0018+0019+0058059057056090° BEND8" x 6" RED - FHA #3 3.5' MIN.COVER22.5° BEND22.5° BEND 22.5° BEND 22.5° BEND 8" x 8" TEE - WATERLINE 'A' (2) - 8" G.V. 22.5° BEND 45° BEND 8" x 6" TEE - FHA #4 8" G.V. 22.5° BEND 8" x 6" TEE - FHA #5 8" x 8" TEE - W.L. 'D' (2) - 8" G.V. 45° BEND 45° BEND 8"x4" TEE 4" G.V. 8" G.V. 1" WATER SERVICE 90° BEND 8" x 6" RED - FHA #6 EXISTING GRADEPROPOSEDGRADE95% COMPACTIONREQUIRED(STD PROCTOR)24" STORM DRAIN 'F'2' ±SEPARATION24" STORM DRAIN 'F'4' ±SEPARATIONNOTES:1. ALL 8" & 6" WATERLINE SHALL BE CLASS 52 DUCTILE IRON PIPE.2. ALL 4" WATERLINE SHALL BE CLASS 53 DUCTILE IRON PIPE.3. ALL WATER SERVICE CONNECTIONS SHALL BE TYPE K COPPER TUBING.4. THE MINIMUM VERTICAL SEPARATION BETWEEN STORM PIPES AND WATERMAINS IS 12".5. THEMINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE IS 18".6. 3.5' MINIMUM COVER REQUIRED OVER CENTERLINE OF PIPE.8" x 6" TEE - FIRE LINE 8" G.V. 6" G.V.PROPOSED 8"CLASS 52 DIPWATERLINE1' ±SEPARATION24" STORM DRAIN 'F2'56058010+0010+50570550560580570550WATERLINE 'D'SCALE H: 1" = 50' V: 1" = 10'8" x 8" TEE - WATERLINE 'C' (2) - 8" G.V. 45° VERTICAL BEND 45° VERTICAL BEND EXISTING GRADEPROPOSEDGRADE8" PLUG 18" ENCASING SLEEVEUNDER WALL3.5' MIN.COVER95% COMPACTIONREQUIRED(STD PROCTOR)PROPOSED 8"CLASS 52 DIPWATERLINEOF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-19312345As Shown13Waterline Profiles46/7/2019 4:18:48 AM OF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-19312345As Shown14Waterline Details46/7/2019 4:18:58 AM 54056058060010+0011+0012+0013+0014+0015+0016+0017+0018+00530550570590540560580600530550570590SANITARY SEWER 'A'SCALE H: 1" = 50' V: 1" = 10'SS-ZA6STA 17+31.32RIM 578.00INV. IN 567.45 (8" SS-C)INV. OUT 567.25 (8")SS-ZA5STA 14+98.57RIM 559.75INV. IN 550.20 (8")INV. OUT 550.00 (8")SS-ZA4STA 13+29.66RIM 553.03INV. IN 546.53INV. OUT 546.33SS-ZA3STA 12+35.95RIM 547.84INV. IN 543.81INV. OUT 543.61SS-ZA2STA 11+73.13RIM 548.62INV. IN 543.23INV. OUT 543.03SS-ZA1STA 10+62.48RIM 549.75INV. IN 546.14 (B-DROP)INV. IN 542.34 (2-8")INV. OUT 542.14SS-EX1 (BRKMRCR-1-2)STA 10+00RIM 549.28INV. IN 541.75228.75 LF OF 8" PVC @ 7 .45%164.91 LF OF 8" DIP @ 2.10%58.83 LF OF8" PVC @ 0.65%106.65 LF OF 8" PVC @ 0.65%58.48 LF OF 8" DIP @ 0.67%89.71 LF OF8" DIP @ 2.81%EXISTINGGRADEPROPOSEDGRADE8" WATERLINE 'A'5.0' ±SEPARATIONNOTES:1. ALL PVC SANITARY MAINS TO BE SDR 26 PVC.2. ALL DIP SANITARY MAINS TO BE CLASS 51 DIP.3. THE MINIMUM VERTICAL SEPARATION FROM STORM DRAIN LINE IS 12".4. THE MINIMUM VERTICAL SEPARATION FROM WATERLINE IS 18".5. MAINTAIN 3' MINIMUM COVER.15" STORM DRAIN 'D' 15" STORM DRAIN 'D6-1' 15" STORM DRAIN 'D5-1' 15" STORM DRAIN 'D'2.0' ±SEPARATION1.5' ±SEPARATION1.75' ±SEPARATION1'±SEPARATIONEX. 8" W.L.3.0' ±SEP.INV. IN 550.37 (6" LAT.)6" SAN. LATERAL 6" SAN. LATERAL INV. IN 567.45 (6" LATERAL)ACSA MHACSA MHACSA MHACSA MHACSA MHACSA MHACSA MHINV. OUT 541.29 (EX.)54056058060010+0011+0012+0013+00PRIVATE SEWER 'B' & PRIVATE SEWER 'P'SCALE H: 1" = 50' V: 1" = 10'530550570590540560580600530550570590SS-ZB2STA 10+97.56RIM 573.00INV. IN 569.00 (DROP)INV. IN 563.20SS-ZB1STA 10+50RIM 554.67INV. IN 547.87INV. OUT 547.67SS-ZA1STA 10+00RIM 549.75INV. IN 546.14 (DROP)INV. IN 542.34 (2 - 8")INV. OUT 542.14EXISTINGGRADENOTES:1. ALL PVC SANITARY MAINS TO BE SDR 26 PVC.2. ALL DIP SANITARY MAINS TO BE CLASS 51 DIP.3. THE MINIMUM VERTICAL SEPARATION FROM STORM DRAIN LINE IS 12".4. THE MINIMUM VERTICAL SEPARATION FROM WATERLINE IS 18".5. MAINTAIN 3' MINIMUM COVER.CONCRETEANCHORSINV. OUT 563.00ACSA MHDROP MANHOLEDROP MANHOLEINV. IN 550.67 (DROP)43.56 LF OF 8"DIP @ 28.31%(PRIVATE)46.00 LF OF 8"DIP @ 3.33%(PRIVATE)EX. 15" RCP1' SEP.MIN.SS-ZP1STA 11+45.56MANHOLE (PRIVATE)RIM 582.25INV. IN 574.45INV. OUT 574.25SS P2STA 14+30.56MANHOLE (PRIVATE)RIM 582.00INV. IN 578.20 (8" LAT)INV. OUT 578.00PROPOSEDGRADE44.00 LF OF 8" DIP @ 12.00%(PRIVATE)18" ENCASING SLEEVEUNDER WALL281.00 LF OF 8" PVC @ 1.26%(PRIVATE)14+0015+0058059010+0011+0012+0013+0014+00570560580590570560102.94 LF OF 8" PVC @ 0.60%157.55 LF OF 8" PVC @ 0.60%SS C4STA 13+85.54ACSA MHRIM 576.68INV. IN 571.01 (4" LAT)INV. OUT 570.81SD C3STA 12+78.60ACSA MHRIM 577.25INV. IN 570.19INV. OUT 569.99SD C2STA 11+17.05ACSA MHRIM 581.80INV. IN 569.04INV. OUT 568.84SD C1STA 10+63.35ACSA MHRIM 580.00INV. IN 568.54INV. OUT 568.34SD A6STA 10+00ACSA MHRIM 578.00INV. IN 567.98INV. OUT 567.784" SAN. LATERAL 4" SAN. LATERAL 4" SAN. LATERAL 4" SAN. LATERAL4" SAN. LATERAL 4" SAN. LATERALSANITARY SEWER 'C'SCALE H: 1" = 50' V: 1" = 10'49.69 LF OF 8"PVC @ 0.60%59.35 LF OF 8"PVC @ 0.61%EXISTINGGRADEPROPOSEDGRADENOTES:1. ALL PVC SANITARY MAINS TO BE SDR 26 PVC.2. ALL DIP SANITARY MAINS TO BE CLASS 51 DIP.3. THE MINIMUM VERTICAL SEPARATION FROM STORM DRAIN LINE IS 12".4. THE MINIMUM VERTICAL SEPARATION FROM WATERLINE IS 18".5. MAINTAIN 3' MINIMUM COVER.(CHANGE TO 6" LAT.)XXXXXXXX ELIMINATE/REMOVE103' OF S.S.AND SS C4OF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-19312345As Shown15Sanitary SewerProfiles6/7/2019 4:19:10 AM OF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-19312345As Shown16Sanitary SewerDetails6/7/2019 4:19:18 AM SSSSSS550560 570 5705705 7 0 580 5605605 7 2572 558SSSSS S S 580574572 SSSSSSSSS S S S S S S 582580580578 570584584 5825845825825 8 4 588 584 584584582580582 576 580570556554UGEUGEUGEUGEUGEUGEUGE584S572GENERATORTRANSF 580580582S570569572WWWWWWWWWWWWWWWW W WFF W W W W W W W W W W W WWWWWWWWWWWWWWWWWW G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWGG G G GSGGGGGGGGGGGG GGGGGGGG GGGGGGW W W 582576OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE5 7 8 FWWWF F F F WWWGGGGGGGGGGGGGGGGG G G GGGGGGGGGGG5625645685 7 2 5665705 6 6 5 6 8 HC578570572578 57 6 57 4 576 577 578575 5 7 4 A350093XX 100' SOLID L I N E S ( M A T C H W I D T H O F E X I S T I N G S K I P L I N E S ) SOLID WHITE LINE TO M A T C H E X . TIE IN T O E X I S T I N G S O LI D L I N E 100' SOLID LI N E S ( A L I G N E D ) 2' X 4' SK I P L I N E S ( A L I G N E D ) 5 5 0 55055056 0 56056056057057 0 570570 550580590580 5705 8 0 5 8 0 5605705705 7 0580580 OHEOHEGGGGGGGGGGGGGGGGGGGGGGUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTGGGGGGGGGGGOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEWOODBURNRDROUTE 659RIO ROAD(ROUTE 631) VARIABLE WIDTH R.O.W.35 MPH500' SIGHT DISTANCE LINENICHOLS COURTAPPROXIMATE LIMITSOF TREE SAVEDAREAS; TYP.EXISTING LEYLAND CYPRESSTO BE PRESERVED PER NOTEON SHEET 3TREE TO BEPRESERVED; TYP.THE GARDENSPOT500' SIGHT DISTANCE LINEBIO-FILTER#1(SEE SWM/VSMPPLANS FORPLANTS)4- IA11- RC W/60- CS BELOW1- MG1- MG1- QS13- QS11- UL13- MG4- BM49- HC4- QS13- AP1- UL15- CM2- ZE2- ZE4- ZE1- UL1- UL w/100- LM BELOW1- AC13- CK1- AC1- CD4- QS13- IA3- CK3- IA35- IL1-QS2-CK1-CK1-CD2-ACBERKMAR CROSSING1- TG12- VB1- UL w/70- LM BELOW3- MG1- UL19- BM1- IA19- BJ w/216- VM +150- DD BELOW39- PX w/75- CM BELOW2-ACINTERIOR ASSISTEDLIVING COURTYARDINTERIOR MEMORY CARECOURTYARD32307895421A14- ZE1- BJ w/100- LM +75- DDBELOW15- CM1- QB1- QS1- UL1- UL w/50- CM BELOW1- UL w/60- CM BELOW4- UL3- QR1- QB1- QB6- BN W/141- PH BELOWSEE SUPPLEMENTAL PLANTINGPLANS BY VIATOR & ASSOCIATESFOR DETAILS UNLESS NOTED ONTHESE PLANSSEE SUPPLEMENTAL PLANTINGPLANS BY VIATOR & ASSOCIATESFOR DETAILS UNLESS NOTED ONTHESE PLANSSODSODSODSOD SOD1- UL w/90-LM BELOWSODSODSODSOD3' SQ. MULCHBEDS; TYP.SOD1- UL w/115- LM BELOW2- UL3- MG3- MG3- CJ2- LS2- UL1- QSTHIS AREA TO BE MULCHEDWITH WOOD CHIPS ANDPLANTED WITH 200- VMRANDOMLY WITH 200- DD(PLANTED IN FALL)1- AP1- QB1- QS1- UL2- UL1- UL w/100- CM BELOW3- IA1- UL1- UL1- UL w/50- CM BELOW1- UL1- LS3- CF2- LS3- AA66- IL3- CJ28- TH1- CD12- TG1- AA7- IA1- AATHIS AREA TO BEMULCHED WITH WOODCHIPS AND PLANTED WITH200- VM RANDOMLY WITH350- DD (PLANTED IN FALL)2- ML1- MV3- MV2- MV2- ML5- IL1- UL w/50- LM BELOWSODSODSODSODSODSEEDSEEDSODSODTHIS AREA TO BE MULCHED WITH WOODCHIPS AND PLANTED WITH 50- VM RANDOMLYWITH 75- DD (PLANTED IN FALL)1- UL1- UL1- ULMULCHBEDLIMITS1- UL w/70- CM BELOW2- CF1- LS1- CF5- TG3- AC1- AC5- TG1- AA5- IA7- CJ8- TG1- LS1- AA27- TH1- QR3- CF20- VB4- AA4- RC w/50- CS BELOW1- ZE w/80- CS BELOW11- RC w/275- CS BELOW2- ZE1- ZE w/75- CP BELOW4- RC1- AA1- AA1- QS(REPLACEMENTFOR TREE #31)030'15'60'120'NOF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-19312345PLANT LIST (REQUIRED)1" = 30'Landscape PlanBUILDING DBLDG.ABLDG.BBLDG.CAPARTMENTCOUNTY CALCULATIONS:LANDSCAPE NOTES:1.SEE SHEET 18 FOR LANDSCAPE DETAILS, PLANT LIST AND/OR ADDITIONALNOTES.2.PLANTS INDICATED WITH ( ) ARE SUPPLEMENTAL AND NOT REQUIRED BYTHE COUNTY FOR FINAL SITE PLAN APPROVAL.3.SEE SHEET 19 FOR PHOTOMETRIC PLAN AND SHEET 20 FOR LIGHTINGDETAILS.4.ALL PLANTS SHALL BE MAINTAINED IN A MORE "NATURAL" GROWTH STATE.NO SHEARING! NO "BUTTERBALL" HEDGES. ALLOW THE PLANTS TO GROWTOGETHER AND SHAPE/THIN AS NEEDED ONCE HEDGES AND BEDS FILL IN.5.ALL STREET TREES SHALL BE LIMBED UP TO ALLOW A MINIMUM OF 7'CLEARANCE TO ALLOW WALKABILITY ONCE PLANT IS ESTABLISHED 2-3YEARS AFTER PLANTING.6.PLANTS IN GROUPINGS (2+) SHALL BE CONSIDERED LARGE BEDS WITHSMOOTH MULCH BED LIMITS. PLANTINGS ALONG WOODED AREAS MAY USENATURAL DETRIS AS MULCHING (3-4" MAX. DEPTH). ANY INDIVIDUAL TREESSHALL BE MAINTAINED WITH A 3' MIN. DIAMETER MULCH RING FROMTRUNK. LARGE MULCH BED LIMITS ANS MASS PLANTING BEDS TO BEOUTLINED IN FIELD BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.7.CONTRACTOR SHALL TILL AND AMEND WITH NUTRIENTS AND COMPOSTALL PLANTING AREAS PRIOR TO PLANT(S) INSTALLATION TO ENSUREPOSITIVE GROWTH DEVELOPMENT.8.OAKS AND OTHER APPROPRIATE SPECIES SHALL BE PLANTED AT THEOPTIMAL TIME (SPRING OR FALL IF DUG) BUT NOT DURING LEAFING OUT.QUERCUS BICOLOR MAY BE PLANTED EITHER SEASON; WHILE QUERCUSALBA SHOULD ONLY BE IN THE SPRING.9.LANDSCAPE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECTPRIOR TO MAINTENANCE CONTRACTS OR WITH QUESTIONS.10.ALL SITE PLANTS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH.AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES ISPROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY ANDONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT.11.ALL SOD AREAS TO BE KILLED OF EXISTING VEGETATION PRIOR TOFERTILIZING, FINE GRADING & LAYING NEW SOD. SOD TO BE INSTALLEDLESS THAN 24-HOURS FROM BEING CUT. IRRIGATE IMMEDIATELY &CONTINUE TO WATER AT THE RECOMMENDED RATE UNTIL ESTABLISHED.3517TREE CANOPY REPLACEMENT CALCULATIONS55556/7/2019 4:19:31 AM SSSSSS550560 570 570570570580 5605605 7 2572 558SSSSSS S S 580574572 SSSSSSSSS S S S S S S 582580580578 570584584 5825845825825 8 4 588 584 584584582580582 576 580570556554UGEUGEUGEUGEUGEUGEUGE584S572GENERATORTRANSF 580580582SS570569572WWWWWWWWWWWWWWWW W WFF W W W W W W W W W W W WWWWWWWWWWWWWWWWWW G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWGG G G GSGGGGGGGGGGGG GGGGGGGG GGGGGGW W W 582576OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE5 7 8 FWWWF F F F WWWGGGGGGGGGGGGGGGGG G G GGGGGGGGGGG5625645685 7 2 5665705 6 6 5 6 8 HC578570572578 57 6 57 4 576 577 578575 5 7 4 A350093XX 100' SOLID L I N E S ( M A T C H W I D T H O F E X I S T I N G S K I P L I N E S ) SOLID WHITE LINE TO M A T C H E X . TIE IN T O E X I S T I N G S O LI D L I N E 100' SOLID L I N E S ( A L I G N E D ) 2' X 4' SK I P L I N E S ( A L I G N E D ) 5 5 0 55055056 0 56056056057057 0 570560560560570 570 550580590580 5705 8 0 5 8 0 5605605705705705705 7 0580580 OHEOHEWWWWWGGGGGGGGGGGGGGGGGGGGGGG G G G G GGGUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTGGGGGGGGGGGOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEWOODBURNRDROUTE 659RIO ROAD(ROUTE 631) VARIABLE WIDTH R.O.W.35 MPH500' SIGHT DISTANCE LINENICHOLS COURTAPPROXIMATE LIMITSOF TREE SAVEDAREAS; TYP.EXISTING LEYLAND CYPRESSTO BE PRESERVED PER NOTEON SHEET 3TREE TO BEPRESERVED; TYP.THE GARDENSPOT500' SIGHT DISTANCE LINEBIO-FILTER#1(SEE SWM/VSMPPLANS FORPLANTS)15- HQ8- RC2- IA9-HQ3- IA5- RC7- CJBERKMAR CROSSING32- CNINTERIOR ASSISTEDLIVING COURTYARDINTERIOR MEMORY CARECOURTYARD32307895421A12- MV2- BJANNUALSSEE SUPPLEMENTAL PLANTINGPLANS BY VIATOR & ASSOCIATESFOR DETAILS UNLESS NOTED ONTHESE PLANSSEE SUPPLEMENTAL PLANTINGPLANS BY VIATOR & ASSOCIATESFOR DETAILS UNLESS NOTED ONTHESE PLANSSODSODSODSOD SOD1- BW2- BW1- AP w/60- PT BELOW2- AP w/60- PT BELOW9- BWSODSODSODSODSOD8- BW135- PT2- BW2- BW45- PT2- BW5- BW1-AP w/45- PT BELOW9- BW1- AJ w/7- BW BELOW25- PG6- BWANNUALSANNUALS13- BW25- PG14- HQ83- IL3- IA14- VB6- BJ1- BM1- AP1- HP4- BW1- ZE w/10- HE AND4- BW BELOW1- ZE w/10- HE AND4- BW BELOW1- ZE w/4- BW AND32- PG BELOWSODSODSODSODSEEDSEEDSODSOD6C16- RA2-HP20- HM w/50- LM BELOW9- HM w/140- CM BELOWSOD5- BM18- PH90- LM2- BM2- BM8- PH4- BJ4- BJ33- HM9- PG3- BM1- AP3- BJ1- BM5- BJ3- BMSODSODSOD3- PG27- CL11- IL10- IB24- CR3- CA13- DE3- CA31- CRPG- 18WELLTHIS AREA TO BE MULCHEDWITH WOOD CHIPS ANDPLANTED WITH 200- VMRANDOMLY WITH 200- DD(PLANTED IN FALL)THIS AREA TO BEMULCHED WITH WOODCHIPS AND PLANTEDWITH 200- VMRANDOMLY WITH 350- DD(PLANTED IN FALL)THIS AREA TO BE MULCHED WITHWOOD CHIPS AND PLANTED WITH 50-VM RANDOMLY WITH 75- DD (PLANTEDIN FALL)1- IALANDSCAPE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECTPRIOR TO MAINTENANCE CONTRACTS OR WITH QUESTIONS.ALL SITE PLANTS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH.AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES ISPROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLYTO SUPPORT THE OVERALL HEALTH OF THE PLANT.ALL SOD AREAS TO BE KILLED OF EXISTING VEGETATION PRIOR TOFERTILIZING, FINE GRADING & LAYING NEW SOD. SOD TO BE INSTALLEDLESS THAN 24-HOURS FROM BEING CUT. IRRIGATE IMMEDIATELY &CONTINUE TO WATER AT THE RECOMMENDED RATE UNTIL ESTABLISHED.030'15'60'120'NSUPPLEMENTAL PLANT LIST (NOT REQUIRED)OF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-193123451" = 30'SupplementalLandscape PlanBUILDING DBLDG.ABLDG.BBLDG. CAPARTMENT9.10.11.LANDSCAPE NOTES:SEE SHEET 18 FOR LANDSCAPE DETAILS, PLANT LIST AND/OR ADDITIONALNOTES.PLANTS INDICATED WITH ( ) ARE SUPPLEMENTAL AND NOT REQUIRED BYTHE COUNTY FOR FINAL SITE PLAN APPROVAL.SEE SHEET 19 FOR PHOTOMETRIC PLAN AND SHEET 20 FOR LIGHTINGDETAILS.ALL PLANTS SHALL BE MAINTAINED IN A MORE "NATURAL" GROWTH STATE.NO SHEARING! NO "BUTTERBALL" HEDGES. ALLOW THE PLANTS TO GROWTOGETHER AND SHAPE/THIN AS NEEDED ONCE HEDGES AND BEDS FILL IN.ALL STREET TREES SHALL BE LIMBED UP TO ALLOW A MINIMUM OF 7'CLEARANCE TO ALLOW WALKABILITY ONCE PLANT IS ESTABLISHED 2-3YEARS AFTER PLANTING.PLANTS IN GROUPINGS (2+) SHALL BE CONSIDERED LARGE BEDS WITHSMOOTH MULCH BED LIMITS. PLANTINGS ALONG WOODED AREAS MAY USENATURAL DETRIS AS MULCHING (3-4" MAX. DEPTH). ANY INDIVIDUAL TREESSHALL BE MAINTAINED WITH A 3' MIN. DIAMETER MULCH RING FROM TRUNK.LARGE MULCH BED LIMITS ANS MASS PLANTING BEDS TO BE OUTLINED INFIELD BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.CONTRACTOR SHALL TILL AND AMEND WITH NUTRIENTS AND COMPOST ALLPLANTING AREAS PRIOR TO PLANT(S) INSTALLATION TO ENSURE POSITIVEGROWTH DEVELOPMENT.OAKS AND OTHER APPROPRIATE SPECIES SHALL BE PLANTED AT THEOPTIMAL TIME (SPRING OR FALL IF DUG) BUT NOT DURING LEAFING OUT.QUERCUS BICOLOR MAY BE PLANTED EITHER SEASON; WHILE QUERCUSALBA SHOULD ONLY BE IN THE SPRING.1.2.3.4.5.6.7.8.317A5556/7/2019 4:19:48 AM OF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-19312345COMPACT EXCAVATED SOILTO FORM ROOTBALL PIT ONDOWNHILL SIDE OFPLANTING AREA2-3''MIN.6''IN A CULTIVATED AND MULCHED PLANTING AREAON A SLOPEREMOVE TOP 12 OF BURLAPAND/OR ALL NON-BIODEGRADABLEPACKAGING AFTER FINALPLACEMENT OF ROOTBALLFINISHED GRADEPLANTING SOIL MIX1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLECONSULT LANDSCAPE ARCHITECT.2. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING.3. IMMEDIATELY SOAK WITH WATER.4. DO NOT BREAK ROOTBALL.5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISECONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY.6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION.7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS.MULCH LAYER-BEGIN AT PIT LIMITS AND ADD NO MORETHAN 3" TAPERING UP TO 1" AT TREECOLLAR. BLEND WITH TO EXISTING GRADEAS NECESSARY AT OUTER PIT EDGESCARIFY BASE OF PIT. BREAKTHROUGH AND LOOSEN ALLHARDPAN (REMOVE ASNECESSARY) TO FACILITATEPROPER DRAINAGERETURN EXCAVATED SOILAS NEEDED AND COMPACTLIGHTLY TO BRING PITBACK TO FINISHED GRADE.PREVENT TREE FROMSETTLING IN FUTURE1. EXCAVATE ROOTBALL PIT 2X SIZE OF ROOTBALL/POT.2. ADD EXCAVATED SOIL & TAMP. SET TREE SO THAT TOP OF ROOTBALL IS 2-3" HIGHER THAN FINISHED GRADE.3. BACKFILL WITH SPECIFIED SOIL MIX AND WATER IN THROUGHLY.4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH.5. STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS.TRENCH EDGEAROUNDENTIRE AREATO BEMULCHEDPLANTING SOIL MIX(AS SPECIFIED)FINISHED GRADEMULCH LAYER(AS SPECIFIED)ROOTBALL PITSSECTIONL-001N.T.S.12"2-3''6''12"PLANTING SOIL MIX(AS SPECIFIED)FINISHED GRADEMULCH LAYER(AS SPECIFIED)EDGE OF LANDSCAPEAREA, PAVEMENT EDGE ORBACK OF CURBCULTIVATE SOIL INLANDSCAPE AREA TOA MININUM DEPTH OF12"; TYP.SAME AS BELOWGENERAL NOTES:PLANTING NOTES:MIN1811. SET TREE PLUMB PRIOR TO STAKING.2. GRADES NOT TO EXCEED 3:1 SLOPES.3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY.5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION.6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT.7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL).NOTES:TREE STAKING OPTIONSSECTION, PLANL-002N.T.S.ROOTBALLPLANOPTION 1: VERTICALSTAKING(2) STAKES & GUYING PERTREE. SET STAKES 180°AROUND THE TREE. SETGUYING A MININUM OF 12 THEHEIGHT OF TREE AND ABOVETHE LOWEST BRANCHESMULCH LAYERSTAKERUBBER HOSEGUY WIRE120 °CULTIVATED SOIL30°TYP.OPTION 2: DIAGONALSTAKING(FOR EVERGREENS ONLY)(1) STAKE & GUY PER TREE.OPTION 3: GUY WIRE STAKING(3)- #14 GA. SOILD WIRES TO BE PULLEDTAUT WITH GALV. TURNBUCKLE (OR EQUAL)AND SECURED TO GROUND BY (3)- 18" MIN.LENGTH TREE STAKES SET BELOW GRADE.SET STAKE & GUYING PER PLAN VIEW182COMPACT EXCAVATED SOIL TOFORM ROOTBALL PIT ON DOWNHILLSIDE OF PLANTING AREA1. SET TREE PLUMB PRIOR TO STAKING.2. GRADES NOT TO EXCEED 3:1 SLOPES.3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS.FINISHED GRADEREFER TO TREEROOTBALL PIT DETAILSEE DETAIL FORSUITABLE TREE STAKINGOPTIONSENTIRE AREA TO BETRENCH EDGE AROUNDTREEMULCH RINGROOTBALLMULCH LAYERMULCHED22 1/2MIDPOINT OF OF SLOPEDIRECTIONSIDE OF TREE ONLY.STAKES ON "HIGH"45 FILL COMPACTED SECTIONPLANTREE PLANTING ON SLOPESSECTION, PLANL-003N.T.S.NOTES:18318B18A1. SET TREE PLUMB PRIOR TO STAKING.2. GRADES NOT TO EXCEED 3:1 SLOPES.3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS.TREE PLANTINGSECTION, PLANL-004N.T.S.12"ROOTBALLSECTIONSEE DETAIL FORSUITABLE TREE STAKINGOPTIONSREFER TO TREEROOTBALL PIT DETAILMULCH LAYERTRENCH EDGE AROUNDENTIRE AREA TO BEMULCHEDCULTIVATED SOILNOTES:18418A18BROOTBALLCROWN BED 2-3";TOP OF ROOTBALL TO BE AMIN. OF 2" ABOVE FINISHEDGRADECULTIVATE SOIL WITH ROTO-TILLER TOA MIN. DEPTH OF 12"; BREAK TRHOUGHHARDPAN AND REMOVE TO PROVIDEGOOD DRAINAGEUNDISTURBED SUBGRADEPLANTING SOIL MIX (AS SPECIFIED);CULTIVATE A MIN. OF 4" LAYER OFPLANTING SOIL MIX INTO BED12"UNLESS OTHERWISENOTED12"SECTIONMULCHFINISHED GRADETYP.BEDWIDTHPLANO.C.SPACINGPLANTING SOIL MIX (AS SPECIFIED);CULTIVATE A MIN. OF 4" LAYER OFPLANTING SOIL MIX INTO BED; PROVIDE1" OF CROWN FOR EVERY FOOT OF BEDWIDTH.UNLESS OTHERWISENOTEDROW SPACINGAS SPECIFIEDWIDTHBEDROOTBALLO.C.SPACINGROWSPACINGMULCHFINISHED GRADECROWN BED 2-3";TOP OF ROOTBALL TO BE AMIN. OF 2" ABOVE FINISHEDGRADECULTIVATE SOIL WITH ROTO-TILLER TOA MIN. DEPTH OF 12"; BREAK TRHOUGHHARDPAN AND REMOVE TO PROVIDEGOOD DRAINAGEUNDISTURBED SUBGRADEPLANSHRUB PLANTING (SINGLE & DOUBLE ROWS)SECTION, PLANL-005N.T.S.12"1851. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE2. SET TREE PLUMB PRIOR TO STAKING3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF 12 TREE HEIGHT4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL5. SET ROOTBALL EVEN WITH FINISHED GRADE.GALV.WIREHOSESTAKETREESTAKINGENLARGEMENTTYP.O.C. SPACINGREFER TOROOTBALL DETAIL;TYP.FINISHEDGRADETREE(AS SPECIFIED ON DWGS.)MULCH(AS SPECIFIED ON DWGS.)EXISTING GRASSTO REMAINUNDISTURBEDEXCEPT WHERETREES AREPLANTED4' HEIGHT MAX.STAKINGENLARGEMENTTYP.O.C. SPACING4' HEIGHT MAX.45GALV.WIREHOSESTAKETREEFINISHEDGRADETREE(AS SPECIFIED ON DWGS.)EXISTING GRASSTO REMAINUNDISTURBEDEXCEPT WHERETREES AREPLANTEDNOTE:LENGTH OF WOOD STAKES VARIES WITHHEIGHT OF TREE. EACH STAKE TO BEDRIVEN INTO THE GROUND 30" MIN.MASS PLANTING & STAKING IN EXISTINGVEGETATED AND MULCHED PLANTING AREASSECTIONL-006N.T.S.NOTES:18645TYPICAL STAKING:1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE2. SET TREE PLUMB PRIOR TO STAKING3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF 12 TREE HEIGHT4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY)1. LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN (30" MIN.) INTO SLOPE AT ANGLE INDICATED.2. GRADES NOT TO EXCEED 2:1.3. TRENCH ALL EDGES OF PLANTING BED.FINISHEDGRADEREFER TOROOTBALL DETAILROW SPACING4"TYP.TREE(AS SPECIFIED ON DWGS.)COMPACT EXCAVATED SOILTO FORM ROOTBALL PIT ONDOWNHILL SIDEPLANT SOIL MIX(AS SPECIFIED ON DWGS.)MULCH(AS SPECIFIED ON DWGS.)TREESTAKEGALV.WIREHOSESTAKINGENLARGEMENTTYP.MASS PLANTING AND STAKING ON SLOPESECTIONL-007N.T.S.NOTES:181018ASHRUB PLANTING ON SLOPEDETAILL-010N.T.S.EDGETRENCH(TYP)1'4'' MIN.LEVEL WITH FINISHED GRADE.SET TOP OF ROOTBALL2' MAX.ADD EXCAVATED SOIL TO BRING TOPPLANTING SOIL MIXSHRUB TO PREVENT SETTLING.OF ROOTBALL TO FINISHED GRADE.TAMP LIGHTLY PRIOR TO SETTINGROW SPACINGTRENCH EDGE (TYP)MULCH LAYER (AS SPECIFIED)MIN.USE EXCAVATED SOIL TOFORM ROOTBALL PIT ONSHRUB PLANTING ON SLOPE(SET PLANTS PLUMB)24"4"DOWNHILL SIDE.(AS SPECIFIED)1" X 4" GALV. LANDSCAPE STAKE W/ 2" X 4"X 30" ZINC COATED FENCE (2 1/2' ABOVE);TENSION FENCE BETWEEN POST PRIORTO ATTACHING TO POST W/ MIN.(3) GALV. FLEX 'C' RINGS PER POST.LOCATE AT TOP OF SLOPE.187GROUNDCOVER PLANTING IN MULCH ANDCULTIVATED PLANTING AREADETAILL-014N.T.S.GOOD PERCULATION & POSITIVE DRAINAGE.AND REMOVE AS NECESSARY TO PROVIDE BREAK THROUGH ANY EXISTING "HARD-PAN"UNDISTURBED SUBGRADEAREA TO MINIMUM DEPTH OF 12"CULTIVATE SOIL IN LANDSCAPE PAVEMENT EDGE, OR BACK OF CURB.EDGE OF LANDSCAPE AREA, FINISHED EDGE(TYP.)TRENCH EDGE(AS SPECIFIED)PLANTING SOIL MIXMULCH LAYER (AS SPECIFIED)LEAVE NO ROOTS EXPOSED(AS SPECIFIED ON DRAWING)GROUND COVER (UNLESS OTHERWISENOTED)PLANTING PROCEDURE1. LAY OUT BED AND OUTLINE WITH TRENCH EDGE. PLACE SOIL FROM EDGE WITHIN BED.2. ROTOTILL BED TO 12'' DEPTH. SPREAD 3'' MIN. LAYER OF PLANTING SOIL MIX OVER BED. ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL PLANTS & MULCH. WATER THOROUGHLY.4"12"24"188DRAWING)PERENNIALS / SHRUBS(AS SPECIFIED ON (AS SPECIFIED)MULCH LAYER3"6- 8"3"GRADEFINISHEDAN ADDITIONAL 6-8" DEPTH(AS SPECIFIED ONPERENNIALSDRAWING)FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS,REFER TO ''ANNUAL COLOR AND PERENNIAL PLANTING NOTES''.MASS PERENNIAL BED PLANTINGDETAILL-008N.T.S.12"UNDISTURBED SUBGRADETRENCHSOIL MIX(AS SPECIFIED)CULTIVATE SOIL WITH ROTOTILLERPERENNIALEDGE (TYP.)& REMOVE AS NECESSARY TO PROVIDEBREAK THROUGH ANY EXISTING "HARD-PAN''GOOD PERCOLATION & POSITIVE DRAINAGE.ROWSPACINGNOTE:SLOPE FOR DRAINAGE189As Shown18Landscape Details1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOTRESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, THE CONTRACTOR SHALL CLEAR AND GRUBALL WEEDS, DEAD PLANTS, TREES, 1"-CALIPER OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPTTHOSE SPECIMENS OR GROUPINGS SPECIFICALLY SELECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT FORPRESERVATION.2. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND PLANT LIST AND REPORT ANYDISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY PLANT SUBSTITUTIONS OR CHANGESMUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING.3. PRIOR TO ORDERING AND INSTALLATION A PRE-CONSTRUCTION MEETING SHALL BE HELD BETWEEN THELANDSCAPE ARCHITECT, OWNER AND LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO SCHEDULEMEETING.4. STABLIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. ANY PLANTINGS ON STABILIZIEDSLOPES SHALL BE CUT INTO MATTING OR OTHERWISE INSTALLED IN A MANNER THAT DOES NOT COMPROMISETHE INTEGRITY OF THE SLOPE.5. ALL SPECIES SPECIFIED GREATER THAN ONE (1) IN QUANTITY SHALL BE ORDERED FROM A SINGLE SOURCEUNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT.6. CONTACT LANDSCAPE ARCHITECT AT THE TIME THE PLANT MATERIAL IS DELIVERED TO THE SITE TOSCHEDULE AN INSPECTION. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL ATTIME OF DELIVERY, AS WELL AS AFTER INITIAL PLACEMENT OF PRIOR TO INSTALLATION. ALL INSTALLATIONS TOOCCUR FOLLOWING FINAL GRADING OF SITE. IF SCHEDULE PLANT QUANTITIES REQUIRE MULITPLE DELIVERIES,CONTRACTOR SHALL ARRANGE TO HAVE SIMILIAR GROUPINGS, AREAS DELIVERED AT THE SAME TIME IN ORDERTHAT PLACEMENT AND INSTALLATION OF DESIGN CAN OCCUR TOGETHER. CONTRACTOR SHALL NOTIFYLANDSCAPE ARCHITECT OF SCHEDULE AT LEAST 2 WEEKS IN ADVANCE.7. AFTER INITIAL PLACEMENT OF PLANT MATERIAL BY THE CONTRACTOR THE LANDSCAPE ARCHITECT RESERVESTHE RIGHT TO REEVALUATE AND ADJUST, IF NECESSARY.8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOTLIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS & LAWNS UNTIL THEWORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT AND THE OWNER. CONTRACTOR TO PRUNE ALLPLANT MATERIAL PRIOR TO SUBSTANTIAL COMPLETION IN A FASHION THAT RESEMBLES EACH SPECIES NATURALSHAPE UNLESS OTHERWISE NOTED ON THE PLANS.9. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE(1) YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALLPROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD (AS DIRECTED BYTHE OWNER). THE LANDSCAPE ARCHITECT WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIALPRIOR TO INSTALLATION. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTALACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE & REPLACED WITH MATERIAL OFTHE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. THE LANDSCAPEARCHITECT MAY AT HIS/HER DISCRETION AND ONLY UNDER UNIQUE CIRCUMSTANACES WILL ACCEPTSUBSTITUTIONS UPON WRITTEN NOTICE BY THE LANDSCAPE CONTRACTOR STATING THE REASONS FOR WHICHTHE SUBSTITUTION SHOULD BE CONSIDERED AND GRANTED.10. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKSUNDER A MIST SYSTEM PRIOR TO INSTALLATION. ANY BARE ROOT STOCK SHALL BE SOAKED IN LIQUID ROOTSTIMULUS SOLUTION FOR ONE-HALF HOUR AT DOUBLE STRENGTH AND GENTLY PRUNED PRIOR TO PLANTING TOENCOURAGE NEW ROOT GROWTH.11. STANDARDS SET FORTH IN 'AMERICAN STANDARDS FOR NURSERY STOCK' REPRESENT GUIDELINESPECIFICATIONS AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS OF THE PLANT MATERIAL FOR THISPROJECT.12. SOD AND SEED SHALL BE A TALL FESCUE BLEND. NOTIFY LANDSCAPE ARCHITECT OF MIXTURE PRIOR TOORDERING FOR APPROVAL.13. MULCH SHALL BE PLACED IN PLANTERS, PLANTING BEDS AND AROUND ALL INDIVIDUAL PLANTS NOT LOCATEDIN PLANTING BEDS. MULCH SHALL BE DOUBLE SHREDDED DAR HARDWOOD AND APPLIED 2-INCHES (2") IN DEPTHBY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. MULCH RINGS AROUNDINDIVIDUAL TREES SHALL BE A MINIMUM OF 36-INCHES (36") IN DIAMETER.14. THE LANDSCAPE CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD TREES, TREES 1-INCH (1")CALIPER OR LESS AND OTHER SELECTED UP TO 6-INCH (6") CALIPER AS DETERMINED IN THE FIELD BY THELANDSCAPE ARCHITECT IN THE TREE SAVE/PRESERVATION AREAS INDICATED ON THE DRAWINGS. 2-3 INCHES OFTHE SPECIFIED MULCH SHALL BE SPREAD OVER THE ENTIRE CLEARED AREA OR TO THE LIMITS DESIGNATED BYTHE LANDSCAPE ARCHITECT IN THE FIELD SO THAT A "NATURAL AND UNDISTURBED" CHARACTER ISREESTABLISHED. LANDSCAPE CONTRACTOR SHALL NOTIFY AND VERIFY SCOPE OF WORK WITH THE LANDSCAPEARCHITECT PRIOR TO START OF CLEAN AND MULCH WORK. THE LANDSCAPE CONTRACTOR SHALL BERESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM CLEAN-UP EFFORTS FROM THE SITE.15. ALL TREES AND SHRUBS SHALL BE ALLOWED TO REACH MATURE HEIGHT. ANY ROUTINE PRUNING SHALL BEDONE ONLY FOR CORRECTIVE MEASURES. BOTTOM OF STREET TREE CANOPIES SHALL BE MAINTAINED ATSEVEN FEET (7') OR HIGHER ABOVE ALL SIDEWALKS AND/OR PARKING LOTS TO ENSURE PEDESTRIANS CANWALK BENEATH FREELY.16. INSTALLATION OF ALL TREES (NEEDING DUG) SHALL BE DONE AT THE APPROPRIATE TIME SUITABLE FOR THESPECIFIC SPECIES. CONTRACTOR TO DETERMINE EXACTLY WHEN THIS SHALL BE DONE AND COORDINATE WITHLANDSCAPE ARCHITECT AND OWNER.17. IRRIGATION DESIGN AND IMPLEMENTATION SHALL BE AT THE OWNER'S REQUEST. ANY CONTROL BOXESSHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSSPOSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION.GENERAL LANDSCAPE NOTES11186/7/2019 4:19:57 AM 0.10.10.10.10.20.20.20.20.20.40.40.40.40.30.30.20.40.60.80.90.90.80.70.60.50.30.50.81.21.61.91.91.81.61.31.00.70.40.40.81.42.02.63.23.53.53.12.51.91.40.90.50.40.81.32.12.93.74.75.45.64.93.72.92.41.81.20.70.30.40.81.42.12.93.95.16.87.97.86.54.94.33.93.22.31.50.80.30.40.71.32.02.83.95.37.19.010.79.87.66.96.65.94.93.92.81.70.90.60.30.40.71.21.92.63.54.87.09.611.310.39.510.010.69.88.36.95.64.43.01.71.00.60.20.40.71.21.82.63.34.15.47.811.011.111.714.513.110.99.17.66.24.63.11.91.00.70.20.30.40.81.31.92.63.44.04.75.67.27.614.415.413.612.010.28.46.44.73.32.01.00.60.20.30.50.91.52.22.83.44.04.65.35.53.813.216.015.413.210.68.16.34.83.32.01.10.70.20.30.51.01.72.53.34.04.54.95.46.14.813.817.915.912.610.08.06.54.83.32.01.10.60.20.30.51.11.93.04.05.05.96.56.56.14.512.115.714.412.610.68.56.64.93.32.01.10.60.20.30.50.91.73.04.45.77.08.69.49.96.46.814.815.513.410.78.16.24.73.11.81.00.60.20.30.40.81.52.64.25.77.29.111.112.213.79.216.115.712.69.87.76.04.32.91.91.10.60.30.50.81.42.33.55.27.08.910.811.111.88.69.013.913.611.89.67.55.74.33.12.01.10.60.30.50.81.52.33.24.46.28.711.011.05.912.614.312.19.47.25.74.43.11.91.00.50.30.61.01.62.53.54.45.57.39.912.19.56.814.514.311.38.76.95.54.12.71.60.80.50.30.61.11.92.93.94.95.86.78.110.512.39.27.612.511.79.78.36.75.13.52.31.40.80.40.30.61.22.13.24.45.56.57.27.78.69.88.38.410.59.88.36.24.33.02.11.30.70.30.30.51.12.13.44.76.17.48.49.08.88.36.09.411.910.67.75.33.72.61.71.00.50.20.30.51.01.93.34.96.58.19.911.211.39.75.812.612.39.06.14.23.02.01.20.70.00.00.20.40.81.62.94.46.48.511.013.415.214.68.110.55.34.44.23.12.11.20.70.50.30.00.00.20.30.61.22.33.85.78.111.114.617.919.612.81.00.92.62.81.81.20.80.60.60.40.10.00.10.20.30.71.52.94.77.410.313.616.816.514.10.20.71.51.51.10.90.80.80.80.50.10.00.10.10.20.40.81.73.25.58.512.115.013.10.20.50.81.21.31.31.31.21.10.90.50.10.00.10.10.20.40.81.73.35.58.211.514.710.80.50.70.91.21.51.82.12.21.81.30.90.40.10.00.10.20.30.71.53.05.17.610.412.514.411.50.90.90.81.11.31.51.92.73.84.23.22.01.10.40.10.00.00.10.20.30.51.22.54.36.38.310.714.919.013.70.40.80.91.11.31.72.12.94.46.46.75.03.01.20.30.00.10.20.40.91.83.34.96.79.613.317.620.713.20.71.01.21.41.62.13.24.76.88.59.27.23.30.70.00.10.20.30.61.32.43.95.78.011.115.018.920.512.90.81.01.31.61.82.12.84.16.38.510.411.87.82.10.00.10.10.20.40.81.62.94.66.69.012.315.618.018.213.60.91.21.41.72.02.42.93.74.86.48.310.510.13.90.50.00.10.10.20.51.01.93.45.27.49.812.314.416.418.215.91.21.41.61.92.22.53.14.55.55.76.06.87.34.30.70.10.00.10.10.20.30.61.12.13.75.67.59.411.413.816.518.415.21.51.71.92.32.73.13.54.76.77.97.56.45.84.61.90.00.10.10.10.20.30.61.22.23.85.57.29.011.113.515.616.614.31.92.53.54.34.75.47.18.910.09.67.25.03.40.10.10.10.20.30.61.22.23.75.26.98.710.612.615.218.115.61.72.43.65.56.76.97.58.810.312.511.96.83.10.00.10.00.10.10.10.20.30.61.22.13.45.06.68.110.213.116.118.315.41.72.53.65.67.99.28.68.18.09.811.68.84.11.20.30.20.00.10.10.10.20.40.61.12.03.24.86.38.210.713.115.116.416.32.52.73.35.27.69.611.310.76.75.15.95.53.30.40.50.30.20.00.10.10.10.10.20.40.61.11.93.24.76.58.310.112.114.617.718.69.412.77.34.44.25.88.010.412.68.53.32.42.11.40.50.90.70.50.40.30.00.00.10.10.10.20.20.40.71.11.93.14.76.37.99.912.515.317.617.58.514.719.915.48.85.55.36.48.17.32.71.10.80.60.41.41.61.20.90.70.60.40.30.00.10.10.10.10.20.30.40.81.22.03.24.86.48.110.212.414.616.917.53.19.217.120.716.59.46.14.94.02.10.70.50.40.30.30.23.42.31.61.21.00.81.61.50.60.00.00.10.10.10.10.20.30.61.01.42.23.44.76.48.09.611.914.917.917.47.72.61.32.54.910.117.217.612.19.16.22.91.00.60.50.40.50.60.60.70.84.57.06.03.82.41.61.21.06.78.50.00.00.00.10.10.10.20.30.61.01.31.82.43.34.66.17.69.712.415.116.714.67.04.04.02.62.63.45.59.612.312.212.611.46.42.00.90.60.60.81.01.41.72.54.68.29.18.16.23.82.21.30.82.83.53.76.60.00.00.10.10.10.10.20.51.11.72.02.32.63.44.66.07.910.011.913.515.214.02.12.93.53.83.93.84.15.99.312.714.814.912.06.42.41.21.01.11.52.23.44.77.110.411.79.47.34.92.61.40.80.60.70.91.21.41.30.00.00.10.10.10.10.20.54.55.23.02.92.72.73.34.46.07.69.110.813.115.413.51.51.82.43.55.06.25.64.24.16.612.014.914.614.712.36.42.41.41.42.03.45.27.610.311.211.18.96.34.22.31.30.70.81.11.41.72.02.01.90.00.00.10.10.22.13.10.98.29.34.54.43.72.82.53.04.35.76.98.410.211.812.39.34.22.03.04.76.98.37.65.32.83.16.912.214.815.813.99.24.32.01.62.33.96.48.610.811.48.55.74.22.71.70.90.91.21.62.33.03.33.22.41.50.11.22.60.66.18.41.42.13.85.86.85.43.62.32.12.94.15.16.27.28.18.27.35.73.74.06.58.510.210.05.41.61.02.26.312.113.611.88.95.52.81.92.13.35.37.58.99.16.53.62.11.61.01.01.31.72.43.85.05.44.62.81.10.30.24.410.12.71.32.10.60.72.26.49.37.74.72.81.92.02.63.54.34.95.35.55.34.74.34.76.58.911.49.12.80.50.40.72.25.68.78.77.35.43.32.11.92.33.35.27.16.64.72.71.30.81.01.52.12.84.15.98.38.35.42.30.60.00.01.12.30.61.42.12.11.41.34.59.49.26.44.12.61.81.82.22.83.33.73.93.83.63.43.64.86.57.03.20.30.20.30.40.81.93.54.95.04.13.02.21.81.82.23.14.34.63.32.01.01.52.33.55.16.98.711.09.24.61.20.20.62.25.810.48.32.91.21.45.810.08.95.73.32.01.41.41.82.22.52.72.72.42.22.32.72.91.70.20.10.10.20.30.50.97.94.62.72.31.91.61.51.61.41.72.41.91.21.52.13.55.58.110.912.310.45.81.90.30.82.910.919.910.30.42.77.38.45.93.72.11.31.01.11.31.61.61.51.31.21.21.10.70.20.10.10.10.20.20.30.52.75.52.51.51.51.41.31.31.41.30.81.31.72.13.15.18.010.813.012.46.41.70.10.30.41.34.05.45.34.93.42.11.30.90.80.80.90.90.80.70.60.50.30.10.10.10.10.10.20.20.30.40.50.40.60.80.90.90.91.01.11.21.21.21.52.02.43.14.57.010.612.912.27.00.50.60.70.16.82.83.22.71.81.20.80.60.50.50.50.50.40.30.20.10.10.10.10.20.20.20.30.30.40.40.40.40.50.60.60.70.70.81.01.31.72.22.93.84.96.79.012.013.58.02.20.60.90.90.91.10.05.62.31.51.71.40.90.70.50.40.40.30.30.30.20.20.20.20.20.20.20.30.40.40.40.40.40.40.40.40.40.50.50.60.70.91.32.03.04.45.97.39.311.612.08.13.00.61.11.21.41.61.61.60.04.00.70.90.90.70.60.40.30.30.30.30.30.30.20.20.20.30.30.40.60.70.70.60.60.50.50.40.40.40.60.70.60.81.01.32.44.06.58.99.810.711.68.63.20.81.21.41.72.22.93.12.41.90.07.21.40.50.50.50.50.40.30.30.30.30.30.40.40.50.50.50.60.91.21.31.21.10.90.70.60.50.40.30.54.02.11.21.51.82.75.28.310.811.810.98.64.30.81.21.51.82.43.55.25.54.02.41.30.06.52.10.50.40.51.41.30.30.30.30.30.40.60.70.91.11.31.52.12.52.52.21.71.30.90.70.50.40.30.41.01.62.02.53.14.26.410.513.012.010.26.62.70.91.21.51.92.63.75.77.77.95.93.00.80.10.06.81.20.41.28.56.60.80.30.30.40.60.91.31.82.52.93.44.24.84.53.52.61.81.30.70.40.30.51.82.82.93.03.64.86.89.211.813.111.48.25.42.90.81.01.51.61.92.53.65.67.89.410.47.62.60.40.00.00.06.20.30.32.01.80.60.30.40.50.81.32.03.14.55.76.37.48.26.44.52.92.73.71.70.30.33.56.25.44.54.04.66.58.711.412.610.68.25.63.92.31.71.92.22.63.34.56.58.510.611.45.61.00.10.00.00.10.30.20.20.20.30.40.61.01.72.74.26.28.89.59.69.36.43.51.71.23.33.50.79.810.18.06.14.74.86.68.510.111.08.54.93.22.62.21.71.31.92.22.42.93.94.75.15.86.98.05.61.20.10.00.07.01.40.20.20.30.40.61.01.72.74.15.98.27.66.14.52.51.10.40.20.41.07.311.410.38.56.54.64.04.86.68.28.26.23.61.91.51.92.53.14.03.52.92.72.83.14.15.87.06.45.34.63.10.90.20.00.01.77.81.90.10.20.20.30.50.81.11.62.12.42.71.91.20.60.40.20.20.10.13.06.89.08.67.15.13.63.13.24.25.86.14.53.01.71.21.62.94.66.36.34.83.73.64.36.08.08.97.95.42.40.50.20.10.015.516.66.61.70.30.10.31.10.10.10.10.10.20.30.40.50.40.40.40.30.10.10.10.10.10.11.43.15.06.76.74.93.32.72.52.52.72.83.42.82.32.01.61.83.46.38.48.67.25.54.95.97.89.511.19.94.50.70.10.10.04.510.29.64.01.10.30.10.10.00.00.00.10.10.10.10.10.10.10.10.10.10.10.51.52.32.93.74.44.23.22.42.12.01.91.32.12.73.34.78.511.310.48.87.25.86.37.99.911.67.81.70.20.10.31.72.51.80.90.30.10.10.00.00.00.00.10.10.10.10.10.10.11.13.23.93.33.02.82.82.62.11.81.61.51.03.95.88.211.712.811.38.76.65.25.05.97.37.02.50.30.20.00.30.40.30.20.10.00.00.00.10.10.10.10.11.56.18.46.64.83.42.52.11.81.51.41.20.82.45.27.710.112.310.98.46.24.63.83.43.53.41.70.40.00.10.00.10.10.10.20.11.25.711.210.78.26.13.72.31.71.31.21.05.27.99.110.49.15.73.52.82.42.01.61.00.40.00.10.10.20.20.62.67.410.49.57.85.43.32.11.51.10.93.73.95.57.57.96.74.32.31.41.21.00.60.40.00.10.10.20.30.83.26.08.07.95.93.72.51.81.41.00.62.94.53.53.24.55.74.73.45.32.20.50.40.30.10.10.30.61.12.94.56.06.04.22.92.01.61.30.81.02.43.36.84.12.02.82.73.37.42.30.40.20.10.10.40.71.12.83.84.54.23.42.62.01.50.90.50.91.42.79.36.21.51.61.51.20.90.40.30.00.10.41.01.43.14.34.63.93.12.72.31.60.70.51.20.92.42.92.01.20.90.90.90.70.60.40.10.30.84.26.16.65.03.53.02.92.71.40.84.29.52.66.78.01.40.50.60.60.60.50.10.20.65.58.18.47.04.93.73.64.44.91.93.13.05.91.41.01.70.40.30.40.50.10.31.56.410.410.18.56.64.53.94.97.56.60.04.810.44.40.20.20.20.20.10.10.43.610.211.28.66.44.53.54.25.86.64.00.90.72.12.92.20.30.20.10.10.10.10.43.67.36.44.63.32.72.83.43.72.91.60.70.80.70.60.40.30.10.10.10.41.83.02.72.21.81.71.91.91.60.90.60.50.50.50.10.10.10.10.30.71.21.51.31.01.01.01.00.70.50.50.00.10.10.10.20.40.50.30.40.50.50.50.00.00.10.10.10.10.00.00.10.20.00.00.00.00.00.00.00.00.00.00.0NICHOLS COURTA350093XX RIO ROAD(ROUTE 631) VARIABLE WIDTH R.O.W.35 MPHBERKMAR CROSSINGTHE GARDENSPOTASSISTED LIVING COURTYARDMEMORY CARE COURTYARD62676972757674838480797351434626201714110806020105101215182123284049335365666871827881777086854450575856596164484563555439242730253735383634322922190304131647079499101100099190898895968792933142604152ECKERSON COURT98OF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-193123451" 30'19Photometric PlanBUILDINGDBLDG.ABLDG.BBLDG.CAPARTMENTSPOCKETPARK APOCKETPARK B030'15'60'120'NPHOTOMETRIC NOTES:EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MOREINITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGEDOR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIALDISTRICTS AND AWAY FROM ADJACENT ROADS.THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS ANDPROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOTEXCEED ONE HALF FOOTCANDLE.PHOTOMETRICS PREPARED BY LIGHTS FANTASTIC, CARROLLTON, TX.ALL FIXTURES SHALL BE DARK BRONZE UNLESS OTHERWISE SPECIFIED.ALL DECORATIVE FIXTURES (37-41, 43, 74-77) SHALL MEET THE ALBEMARLECOUNTY ARB ENTRANCE CORRIDOR GUIDELINE #31.FIXTURES SHALL HAVE AUTOMATIC TIMING DEVICES AND BE EXTINGUISHEDBETWEEN THE HOURS OF 11:00 PM AND DAWN, EXCEPT FOR THOSE ATFLAGPOLES.FIXTURES SHALL BE SHIELDED AND FOCUSED TO ELIMINATE GLARE. NOMODIFICATIONS SHALL BE MADE TO REFLECT SEASONAL COLORS.1.2.3.4.5.SITE PHOTOMETRIC PLANSCALE: 1:30LUMINAIRE SCHEDULENOTE:LABELS NOTED REFER TO LUMINAIRE LOCATION SUMMARY AND DETAIL NAME.FOR POLE DATA SEE DETAIL E/20.FOR POLE FOUNDATION SEE DETAIL H/20A.LUM. LUMENS COLUMN ABOVE REPRESENTS THE MAXIMUM LUMENS PER FIXTURE.CALCULATION SUMMARYNOTE:THE MAXIMUM LUMEN EMITTED IS LOCATED BENEATH THE PORTE-COCHERE (#6) AT THE BLAKE ENTRANCE.SymbolQtyLabelArrangementLum. LumensLum. WattsLLFDescription2ASINGLE154719.81.000HNLED18NA2BSINGLE80216.81.000PD-W2605-WT15ESINGLE2334311.000DSXB LED 12C 700 40K ASY6F1SINGLE60710.631.000KPLMNDGMBFLL14012R1SINGLE204625.41.000DISK8L30W2100L30KWH6S1-T3-SNGSINGLE28037261.61.000ALED3T260-D10 (T3 - SNG)3S1-T4-DBLBACK-BACK27428262.51.000ALED4T260_D10 (T4 - DBL)9S1-T4-SNGSINGLE27428262.51.000ALED4T260_D10 (T4 - SNG)4S2SINGLE2575211.000DSXF1 LED P1 40K HMF1S3SINGLE2850211.000DSXF1 LED P1 40K MSP1S3-ALTSINGLE263629.91.000FCD803-UNV-4K-3000L-SPOT2VPSINGLE58815.41.000OLVTWM4WA1SINGLE1222141.000441818WBSINGLE8629.361.00041815WPSINGLE4762451.000DCC150L45W4900LMV50K-M3WP1SINGLE12508135.91.000DCC200L135W14000LMV50K-M17WP1-T4SINGLE327513651.000DCCT4200L135W14000LDMV50K-ME/20AF/20AB/20C/20D/20D/20D/20F/20G/20 OR G/20A (ALT)G/20AD/20AA/20AB/20AC/20ADetail Reference LocationA/20A/20BB/20BLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinGRASS_PlanarIlluminanceFc3.8720.70.0N.A.N.A.LumNoLabelXYZOrientTilt1WP1-T45571.991867.86520223.3502WP1-T45579.2921888.86620132.64803R15590.0781861.28411004WB5594.061854.1727223.23205WP1-T45595.4611853.09320223.3506WP1-T45599.2831910.30720133.6607WP15586.9632121.40510252.19908WP1-T45630.4951936.83720132.64809S1-T3-SNG5634.6612107.39220325.675010WP1-T45643.8291801.59520223.35011WP1-T45658.1581965.54220133.66012WP1-T45676.191767.04920223.35013R15682.3321763.756110014WP1-T45690.0991992.75720132.648015WA15703.2391737.6187222.14711.80816WA15708.3861732.1717222.14711.80817WP1-T45716.4282020.15920133.66018WP1-T45739.1261699.99520223.35019WB5739.0822033.6677132.747020WP1-T45746.1312051.33820132.648021WP1-T45768.6451707.50820313.585022WP5791.5752028.64220132.164023WP1-T45799.3131736.19620313.585024WA15820.9042003.648742.752025R15825.3072005.282110026S1-T4-SNG5826.0532092.40720224.863027WA15828.6591995.388742.752028WP1-T45829.9441764.91220313.585029R15830.7761999.418110030R15831.7292011.371110031S1-T3-SNG5834.1452218.68220255.169032R15837.1982005.507110033R15837.6562017.085110034R15843.6212011.39110035R15844.2952023.153110036R15850.3452017.945110037R15850.6492029.279110038R15856.5272023.785110039WB5859.7691949.9067311.911040WP1-T45862.6751795.65420313.585041S1-T4-SNG5862.7072372.16120315.114042S1-T4-SNG5869.8842272.0132042.316043S1-T3-SNG5873.5052073.98820312.576044S3-ALT5890.442214.9900045B5894.6912200.37780046S1-T3-SNG5901204620134.835047S25901.4012111.0220.51.73677.63648B5903.1182208.63280049WP1-T45905.4591835.73320313.585050F15906.032185.73300051S25909.1232111.0220.5178.26777.63652VP5909.972403.8128268.568053S1-T4-SNG5912.9682003.17720224.863054WB5914.6731881.792742.752055WB5914.7271844.1167316.26056F15917.7952174.62900057F15918.2992197.3190266.72058F15928.7112184.9380266.72059F15928.8992164.05400060S1-T4-SNG5930.0292206.9412042.316061F15938.6342173.2470266.72062WP15946.4942354.83920131.941063A5952.2272163.6480134.2569064A5956.4532167.610134.55893.71965S1-T4-SNG5963.991978.75620224.863066WP5975.0441982.95220222.84067WP5989.9662353.312039.54068WP5997.4731959.06920222.84069E6005.3522360.85700070S1-T4-DBL6007.4212058.04120312.51071S1-T4-SNG6011.3131928.3720224.863072E6023.4242341.50900073S1-T4-DBL6029.322192.56320311.241074WP6049.3472290.1592039.54075E6050.8322338.21900076E6066.9542314.97500077S1-T3-SNG6082.9742151.66220223.704078E6090.2072028.79200079S36095.9292255.5890.5224.225133.38580S1-T4-DBL6102.3922261.59820311.241081S1-T3-SNG6119.0562112.89220225.979082E6120.6472032.67500083S26123.1332304.3410.5330.96694.56784S26128.562301.4350.5150.68995.24585S1-T4-SNG6194.5072251.80720222.856086S1-T4-SNG6241.3932202.64820222.93087E5693.3172223.8900088E5659.2562192.32300089E5652.3782173.53500090E5645.2332154.61500091E5638.2722135.5900092WP15629.2442234.3911066.775093VP5611.5962240.938868.698094WB5606.3382113.8267247.699095WB5664.512200.9487247.699096WB5671.9112198.1927247.699098E5710.3952190.510249.487099E5553.1642086.323069.0330100E5609.5542065.208069.6770101E5581.4832075.642069.8340LUMINAIRE LOCATION SUMMARY333336/7/2019 4:20:06 AM OF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-193123451. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND LIGHTING SCHEDULE AND REPORTANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY LIGHTING SUBSTITUTIONSOR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIORTO ORDERING.2. REQUEST AND DOCUMENTATION FOR SUBSTITUTIONS MUST BE PROVIDED AND A MINIMUM OF 3WEEKS PRIOR TO ORDERING. ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY THE LANDSCAPEARCHITECT WILL BE AT THE EXPENSE OF THE CONTRACTOR.3. ELECTRICAL CONTRACTOR MUST VERIFY VOLTAGES AND COORDINATE THIS WITH SUPPLIER PRIOR TOORDERING. CONTRACTOR TO ALSO SELECT AND DETERMINE TRANSFORMER SIZE(S) APPROPRIATE TODESIGN AND ALL TRANSFORMERS, UNLESS OTHERWISE SPECIFIED ON DRAWINGS, SHALL BE PLACEDDISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLELOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION.4. LIGHTING CONTRACTOR TO COORDINATE ORDER THROUGH SPECIFIC LIGHTING CONTRACTOR LISTEDON LIGHTING CUT-DETAILS PROVIDED SO THAT SPECIFIC OPTIONS CAN BE DETERMINED AND SPECIFIEDAT TIME OF ORDER. CONSULT LANDSCAPE ARCHITECT DURING COORDINATION.5. CONTRACTOR TO PROVIDE PVC (SCHEDULE 40) SLEEVES WITH PULL WIRES AT EACH LOCATIONNECESSARY FOR INSTALLATION OF LIGHTING PLAN. SLEEVES SHALL BE PLACED PRIOR TO STONE ANDASPHALT PAVING INSTALLATION AND SHALL NOT CONFLICT WITH OTHER UNDERGROUNDINFRASTRUCTURE OR SYSTEMS. LIGHTING CONTRACTOR TO CONTRACT GENERAL CONTRACTOR TODISCUSS AND DETERMINE LOCATIONS. ALL SLEEVING SHALL BE 3" DIAMETER MINIMUM AND BEEXTENDED BEYOND ANY AND ALL PAVEMENT LIMITS (INCLUDING BACK OF CURB) INTO GRASS AREAS.CONDUIT TO BE PROVIDED BY CONTRACTOR.6. ALL LIGHTS SHALL BE CONTROLLED EITHER BY PHOTOCELL(S) OR TIMER(S) (OR A COMBINATION OFTHE TWO). ALL DEVICES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLICWHEREVER POSSIBLE.7. ALL POLES LOCATED IN ANY PARKING LOT SHALL BE MOUNTED ON A 2-FOOT (2') CONCRETE PARKINGBUMPER.8. ANY JUNCTION BOXES SHALL BE WATERPROOF.9. EACH OUTDOOR LUMINAIRE SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROMADJOINING RESIDENTIAL DISTRICTS AND ROADWAYS. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000LUMENS.10. ALL PROJECTS WITH EXTERIOR LIGHTING NOT INTENDED FOR 24-HOUR OPERATION SHALL HAVEINSTALLED EITHER AN AUTOMATIC SWITCHING OR PHOTOCELL CONTROL SYSTEM. IF AN AUTOMATICSWITCHING SYSTEM IS PREFERRED, THEN IT SHALL HAVE THE FOLLOWING FEATURES: A SEVEN DAYOPERATION, ASTRONOMIC CONTROL CAPABILITY FOR SEASONAL ADJUSTMENT, AND AT LEAST A FOURHOUR BACKUP. CONTRACTORS SHALL INSTALL THE WATT STOPPER/LEGRAND SERIES LP PEANUTLIGHTING CONTROL PANEL; 1.800.879.8585 (OR EQUAL) SUITABLE TO THE PROJECT AND TO MEET THEABOVE REQUIREMENTS.LIGHT FIXTURE 'R1'DETAILA20LIGHT FIXTURE 'E'DETAILB20LIGHT FIXTURE 'S1-T3 & 4-SNG/DBL'DETAILDETAILAs Shown20Lighting DetailsGENERAL LIGHTING NOTES:LIGHT FIXTURE 'F1'DETAILC20D20E20LIGHT POLE FOR 'S1' FIXTURESDETAILF20DETAILG20LIGHT FIXTURE 'S2'LIGHT FIXTURE 'S3'56/7/2019 4:20:17 AM OF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-19312345DETAILAs Shown20ALighting DetailsDETAILBDETAILC20ALIGHT FIXTURE 'VP'DETAILD20AE20ALIGHT FIXTURE 'A'DETAILF20ALIGHT FIXTURE 'B'LIGHT FIXTURE 'WP'DETAILA20ALIGHT FIXTURE 'WP1'DETAIL20ALIGHT FIXTURE 'WP1-T4'DETAILDETAILG20ALIGHT FIXTURE 'S3-ALT'DETAILH20APARKING LOT LIGHT POLEFINISH GRADE1"x45° CHAMFER3" CLR.TIES, FOR SIZE AND SPACING SEE SCHED. 2 ADD'L TIES @ 3" O.C.LUMINAIRE FURNISHEDAND INSTALLED BY E.C.FURNISH AND INSTALL IN-LINEBALLAST FUSES IN BUSSMANN"TRON" WEATHERPROOF FUSEHOLDERS #HEB-AD WITH #KTKFUSES (SIZE AS REQUIRED) FUSEEACH LUMINAIRE SEPARATELY.14"-18"PERSTRUCT.ENGINEERVERTICAL REINF. BARS ASREQUIRED BY STRUCTURALENGINEER3/4" x 10" COPPERWELD GROUND ROD(LIGHTNINGPROTECTION)CADWELD CONNECTION(BOTH ENDS)SHAFTDIA.1'-5" LAP(TYP. @ TIES)SPACE VERT.BARS EQUALLY.ROUND FORMEDCONCRETE BASEELECT. CONTRACTOR TOCONNECT OR CADWELDGROUND WIRE TO POLEBASE4"x6" GASKETEDHAND HOLEREINFORCING TIES ASREQUIRED BY STRUCTURALENGINEER.FACTORY FINISHED POLE(REFER TO LIGHT FXTR SCHED)#6 BAREGROUND WIRE4'-0" FOR POLES HEIGHTS BETWEEN 6'-0" - 12'-0" 6'-0" FOR POLES HEIGHTS BETWEEN 12'-0"- 20'-0" CONFIRM WITH STRUCT. ENGINEER 4" FOR POLES NOT ADJACENT TO OR IN PARKING LOT AREAS 2'-6" FOR POLES WITHIN OR ADJACENT TO PARKING LOT AREAS CONFIRM WITH STRUCT. ENGINEER 3.74"NOTE:CONFIRM WITHSTRUCT. ENGINEERAND LAND ARCH.3"-4" FOR ON-GRADE CONDITIONS (SEE ENLG DWG)C20B4NOTE:CONTRACTOR TO COORDINATE FOOTINGDETAILS WITH LANDSCAPE ARCHITECT.REFER TO ALTERNATIVE DETAILSC20BNOTE:CONFIRM ALLSIZES WITHSTRUCTURALENGINEERD20B26/7/2019 4:20:21 AM OF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-19312345As Shown20BLighting DetailsDETAILBLIGHT FIXTURE 'WA-1'DETAILA20BLIGHT FIXTURE 'WB'DETAIL20BLIGHT FIXTURE FOOTING AT GRADESECTIONN.T.S.SEE PLANS FORDETAILS ON POST ANDFIXTUREACCESS PANEL(IF APPLICABLE)RIGID GALV.CONDUITANCHOR BOLTS TOBE SUPPLIED BYMANUFACTURERSCH. 40 PVCCONDUIT, 2" MIN.34" X 10' GROUNDINGROD (COPPER CLADSTEEL OR COPPER)CONCRETE BASE ONCOMPACTEDSUBGRADE; 2000PSI. MIN.# 6 GROUNDINGWIREREBAR- (6) #6 W/ #3 TIES @ 12"O.C. (EXCEPT @ 3" O.C. FORTOP 2 TIES)COVER BOLT PLATEFINISH GRADE1.5' MIN. DIA./SQ.6" 2" MIN 4" MAX 2' MIN. 4.5' MIN. FOR POLE HEIGHTS LESS THAN 15' 5.5' MIN. FOR POLE HEIGHTS OVER 15'NOTE:FOOTING DESIGN TO BE VERIFIED BY STRUCTURALCONSULTANT FOR ACTUAL SOIL CONDITIONS PRIORTO INSTALLATION6" MAX3"134" MIN(*) SEE NOTE (*) NOTE:TO BE FLUSH WITHMAIN FOOTING IF IN ORADJACENT TO APARKING LOTLIGHT FIXTURE VEHICULAR BUMPER FOOTINGSECTIONSEE PLANS FORDETAILS ON POST ANDFIXTUREACCESS PANEL(IF APPLICABLE)RIGID GALV.CONDUITANCHOR BOLTS TOBE SUPPLIED BYMANUFACTURERSCH. 40 PVCCONDUIT, 2" MIN.34" X 10' GROUNDINGROD (COPPER CLADSTEEL OR COPPER)CONCRETE BASE ONCOMPACTEDSUBGRADE; 2000PSI. MIN.# 6 GROUNDINGWIREREBAR- (6) #6 W/ #3 TIES @ 12"O.C. (EXCEPT @ 3" O.C. FORTOP 2 TIES)COVER BOLT PLATEFINISH GRADE1.5' MIN. DIA./SQ.6" 2' MIN. 4.5' MIN. FOR POLE HEIGHTS LESS THAN 15' 5.5' MIN. FOR POLE HEIGHTS OVER 15'NOTE:FOOTING DESIGN TO BEVERIFIED BY STRUCTURALCONSULTANT FOR ACTUALSOIL CONDITIONS PRIOR TOINSTALLATION3"134" MIN2.5-3' MAX 18" SONOTUBE12" FOOTING"NECK"9" X 9" POLEBASE COVERHOUSING4" SQUAREPOLE8" X 8" POLEBASE/ANCHORPLATE12"DC20B20BN.T.S.4456/7/2019 4:20:32 AM OF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-19312345CONCRETE SIDEWALK- BROOM FINISH WITHTOOLED EDGESPLAN, SECTIONP-019N.T.S.XXXXXXXXXX12" EXPANSION JOINT W/ 12" RECESSEDBACKER ROD AND CAULK, SPACEDEVERY 25 (MIN) O.C.; TYP.3000 PSI CONCRETE AT 28DAYS, AIR-ENTRAINEDWWF 6" X 6" W1.4 X W1.4 W/ 2"MIN. COVERCOMPACTED VDOT #21A STONEBASE95% COMPACTED SUBGRADE1 14" DEEP CONTRACTION/SCOREJOINT, SPACED EVERY 5' O.C.; TYP.2" SMOOTH TROWELED EDGE;OPTIONALCONTRACTION JOINTEXPANSION JOINTSCORED BROOM FINISH; TYP.PERPENDICULAR TO DIRECTIONOF TRAVELPLANSECTIONCURBING4"4"EQUAL TO WIDTH OF SIDEWALK' TYP.SEE PLANA21 8 GCONCRETE STEPSSECTIONH-013N.T.S.XXXXXXXXX6" X 6" W 1010 WWF OR #4 REBAR @ 12" O.C.(VERT) AND #3 @ 6" O.C. (HORIZ) W/ 2" MIN.COVERCOMPACTED VDOT #21A STONE BASE, 8" MIN.95% COMPACTED SUBGRADEBS38" EXPANSION JOINTWITH 38" RECESSEDBACKER ROD AT TOPAND BOTTOM OF STAIRSET; CONT., TYP.SEESEE12"TYP.VARIES- SEE PLANFOR ACTUAL RISERHT. AND # OF STAIRS12" RAD.FOR NOSE;TYP.TSNOTES:BUILDER RESERVES THE RIGHT TO ADD BRICK.ALL TREADS SHALL HAVE A POSITIVE WASH3000 PSI CONCRETE AT 28 DAYS,AIR-ENTRAINED4" SCHEDULE 40 PVC TO BE EMBEDDED ATTOP AND BOTTOM OF EACH STAIR FORFUTURE CONDUIT USE#3 REBAR IN NOSE; 2" CLEAR, TYP.4" SCHEDULE 40 PVC TOBE EMBEDDED AT TOPAND BOTTOM OF EACHSTAIR FOR FUTURECONDUIT USEE2121 A 21 ABRICK WING WALL STAIRSSECTIONSEEXXXXXXXXX16"COMPACTED VDOT #21A STONE BASE, 8" MIN.95% COMPACTED SUBGRADE3" MIN.BS12"TYP.VARIES- SEE PLANFOR ACTUAL RISERHT. AND # OF STAIRS12" RAD.FOR NOSE;TYP.NOTES:BUILDER RESERVES THE RIGHT TO ADD BRICK.ALL TREADS SHALL HAVE A POSITIVE WASH#3 REBAR IN NOSE; 2"CLEAR, TYP.8"12"4"16"8"4"6" X 6" W 1010 WWF OR #4 REBAR @ 12" O.C.(VERT) AND #3 @ 6" O.C. (HORIZ) W/ 2" MIN.COVER38" EXPANSION JOINT WITH 38" RECESSED BACKER RODAT TOP AND BOTTOM OF STAIR SET; CONT., TYP.3000 PSI CONCRETEAT 28 DAYS,AIR-ENTRAINEDREINF. WALLFOOTING; TYP.H-005N.T.S.HANDRAIL REQUIREDFOR ALL ADA ACCESSROUTES. SEE HANDRAILDETAIL.TSF2121 E 21 A 21A 21IAs Shown21Site DetailsTYPICAL STAIR RAILINGF-034N.T.S.SECTION, DETAIL1' - 0"1' - 0"1 1/2" STEELSQUARE TUBETOP RAIL3/4" STEELTUBE PICKETS,TYPICAL1 1/2" STEELSQUARE TUBEBOTTOM RAIL,TYPICAL1 1/2" ROUND METALHANDRAIL1 1/2" STEEL SQUARETUBE RAIL (BEYOND)CONNECT TOGUARD-RAIL ON EACH ENDAS REQ'D. REF. TO PLAN4 1/2"3' - 6"2'- 6"1 1/4"4 1/2"1 1/2"H21SLEEVE-IT™ FENCE POST INSTALLATION (1224R)F-035N.T.S.SECTION, ISOMETRICX1SLEEVE-IT™ 1224R12"ØX24" DEEPSRW UNITFENCE POST*REINFORCEDBACKFILL ZONECAP UNITCOMPACT TO 95%MDD PER ASTM D698.SET POSITION OFSLEEVE IMMEDIATELYBEHIND TOPMOST SRWUNIT.FILL SLEEVE WITH CONCRETE,SET FENCE POST.GEOGRIDCUT THE GEOGRIDAROUND THESLEEVE-IT™ SYSTEM ASNECESSARYSLEEVE-IT™1224R LIDREARSLEEVE HALFFRONTSLEEVE HALFVERTICALLEG(2) STRUTSCANTILEVERBASEASSEMBLY & INSTALLATIONStep 7: Place enough 3/4" clean stone around the system to stabilize it. Set the lid in place with the handle perpendicular to the wall face. Use the handle asthe center line measuring guide to ensure that the next Sleeve-It™ is placed with the proper spacing requirements as directed by the fence specifications.Step 6: Reposition the entire system as needed by lifting it using the top transverse bar of the vertical portion of the steel cantilever inside the sleeve afterassembly. Make sure the wall batter for any remaining courses of block is accounted for when positioning the Sleeve-It™ in its final location.Step 4: Slide the sleeve over the vertical leg (the uncoated portion) with the slotted side of the sleeve facing away from the wall face.Step 2: Take the two sleeve halves, one front (no slots) and one back (with slots) and lay them on a level surface with the IN (smooth fingers) and the OUT(raised fingers) opposite each other. Interweave the two sleeve halves by pushing the IN finger sets under the OUT finger sets. Flip the sleeve over andfollow the same procedure on the other side. Stand the unit vertically and use the two plastic ties to secure the sleeve halves into a cylindrical unit.Step 1: Prepare a level area approximately 24" wide x 36" deep behind the wall face. The prepared area should be 24" below the proposed top of wall (notincluding the cap stone).Step 3: Place the Plastisol coated cantilever base on the prepared area with the vertical upright about 6" from the tail of the block.2. Assembly & Installation - Refer to instructions provided with units for specific information related to the assembly of the Sleeve-It™ system and thecorrect installation procedure. When the segmental retaining wall has been constructed to two feet from top not including the capstone:1. General - The Sleeve-It™ post foundation system shall be purchased and installed by the retaining wall contractor to facilitate future fence postinstallation. Contractor shall verify proper spacing requirements prior to installation.Step 5: Slip the uncoated end of each strut through the slots located in the back of the sleeve and connect them to the topmost transverse bar on thevertical leg inside the sleeve. Connect the coated ends of the struts to the coated base portion of the steel cantilever on the second transverse bar from therear of the base.Step 8: When installing geogrid around the Sleeve-It™ system, slit the geogrid perpendicular to the wall face just enough to fold around the sleeve ensuringthat the grid is properly attached to the wall face everywhere with the exception of where the sleeve is. This method is acceptable by geogrid manufacturerswhen obstacles such as fence post foundations are present.Important Note: Backfill soil as prescribed by retaining wall manufacturer. Backfill material above and surrounding the Sleeve-It™ system must becompacted to a minimum of 95% of the material's maximum dry density as determined by ASTM D-698 (Standard Proctor). Backfill and compaction withinthree feet of the wall face should be performed with hand operated equipment as recommended by the National Concrete Masonry Association (NCMA)SRW guidelines. Care should be taken during the first 6-8" lift to avoid affecting the integrity of the struts extending back into the backfill zone.Repeat Above Steps for next Sleeve-It™ unit.When installing fencing, posts must be concreted into the Sleeve-It™ cavity.Fence posts shall extend a minimum distance of 18" into the sleeve to ensure proper engagement with the Sleeve-It™ system. All posts must be onthe "inboard" side of the vertical portion of the cantilever base. Do not install posts between vertical leg and wall face. Fill cavity completely withconcrete. When concrete cures, topsoil or other surficial cover may be placed over the Sleeve-It™ system to create final, finished appearance.The Sleeve-It™ product shall be evenly spaced no farther apart than 8 feet on centers in any case. Use of the Sleeve-It™ system is limited to the followingfencing applications without consideration of wind load: - 8-foot high and under chain link fences - 6-foot high and under wood fence with gaps between boards - 6-foot hight and under ballustraded PVC, steel, aluminum or wrought iron fences.For other fencing systems specifically not meeting these criteria, contact Strata Systems Inc., to determinesuitability. 1 (800) 680-7750 or email strata@geogrid.comALL material may be subject to site testing for compliance to the above specifications.SECTIONWHEN YOUR WALL NEEDS A FENCEPATENTS PENDINGFOR MORE INFORMATION CONTACT:STRATA SYSTEMS INC.,1-800-680-7750OR strata@geogrid.comISOMETRICJ21TRADITIONAL STAIR RAILINGSECTION, PLANS-025N.T.S.SPACE VERTICALMEMBERS AS REQUIRED BYCODE FOR STRUCTURALSUPPORT12" MIN.CHEEK WALL(SEE PLANS FORAPPLICABILITY)SEE STEPDETAILRISER TREADLAMB'STONGUE RETURN;TYP.1 34" STEEL HANDRAIL1" SQ. STEEL POST.SECURE ALL POST WITH QUICKSETTING HYDRAULIC CEMENT.POST TO BE PLACED IN LEADSLEEVE. TOP OF SLEEVE TO BEFLUSH WITH SURFACE (4" MIN.),OR EQUAL1' MIN.HANDRAIL TO EXTEND ATLEAST 12" PLUS THE WIDTHOF ONE TREAD BEYONDBOTTOM STEP.HANDRAIL TO EXTEND 12"BEYOND TOP RISER STEP.SEE PLANS FOR RISER ANDTREAD INTERVALS.NOTES:SEE PLANS FOR RISER AND TREAD INTERVALS.HANDRAILS TO BE FURNISHED BY VIRGINIA RAILING ANDGATES, RICHMOND, VA; 1.804.798.8777.ALL HANDRAILS PARTS TO BE BENJAMIN MOORE ALPHATICACRYLIC URETHANE SEMI-GLOSS BLACK.CONTINUOUS WELD ALL JOINTS. CONTRACTOR TOPROVIDE ENGINEER WITH SHOP DRAWINGS PRIOR TOORDERING AND INSTALLATION.WHERE DIFFERENCE IN GRADE EXCEEDS 30 INCHES,PICKETS 4" O.C. SHALL BE USED IN ACCORDANCE TO ADASTANDARDS.34" - 38" TYP.CHEEKWALL(IF APPLICABLE)STEPS(SEE PLANS FOR ACTUAL LAYOUT)HANDRAIL POST TO BELOCATED 1.5" OFF CHEEKWALLAND MAINTAIN A 3' CLEARAREA BETWEEN HANDRAILS INALL CASESPLANSECTIONI2121 E4TYPICAL RAILINGN.T.S.SECTION, DETAILG211 1/2" SQUARE TUBE STEELNEWEL POST @ CENTER OF SPANOR 36" O.C. MIN.(PAINTED)1 1/2" (2" MAX.) STEEL SQUARE TUBETOP RAIL (PAINTED)3/4" STEEL SQUARE TUBE PICKETS, TYP.SPACED 4" O.C. MAXIMUM (PAINTED)1 1/2" STEEL SQUARE TUBEBOTTOM RAIL, TYP. (PAINTED)3" MAX. CLEAR TO FINISH FLOORVARIESEQUAL1 1/2"EQUAL4 1/2" 3' - 6" (38" MIN.) 2'- 6" (26" MIN.)1 1/4"4 1/2" 1 1/2"1 1/2" (2" MAX.) STEEL SQUARETUBE TOP RAIL; TYP.3/4" (1" MAX.) STEEL SQUARETUBE PICKETS, TYPICAL;1 1/2" (2"MAX.) STEELSQUARE TUBEBOTTOM RAIL,TYPICAL1 1/2" ROUND METAL HANDRAIL(2" MAX; OPTIONAL); TOP RAILMAY SERVE AND BESUBSTITUTED FOR ADDITIONALINDEPENDENT HANDRAIL3' - 0"1 1/2"HOLDMIN.4 1/2" 3' - 2" MAX IF NO SEPARATE HANDRAIL 3'- 6" MAX. WITH SEPARATE HANDRAIL 2'- 6" 1 1/4" 4 1/2" 1 1/2"1 1/2" MIN.EDGE OF RAMP IF APPLICABLE1 1/2" (2" MAX.) STEEL SQUARE ENDTUBE POST (PAINTED)4" MIN.6" MAX.NOTE: 12" MIN. IF NO BOTTOM RAIL36" MIN CLEAR INSIDENOTE:CONTRACTOR TO PROVIDEMOCK-UP PRIOR TO INSTALLATIONDIAGONAL VARIATIONTHIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATESWIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURBRAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION,6 FEET FOR ALTERATIONS.TYPE A (PERPENDICULAR) APPLICATIONAA12' MIN.4'-0"MIN.10:1MAX10:1MAX48:1 MAX BBPERMISSIBLECONSTRUCTIONJOINTTRUNCATED DOMES12:1 MAX 4'8'8'-0"20: 14'-0"12:1 MAX.48:1 MAX.SECTION A-A2' MIN.BACK OF CURB# 5 DOWELS, 8" LONG@ 12" C-C12: 14'48: 1'ALTERATIONS5' MIN(10:1 MAX.)5' MIN(10:1 MAX.)MAX.'MAX.4 M IN .4 MIN.TYPICAL PLACEMENTAT INTERSECTIONWITHIN CROSSWALK(WITH BUFFER STRIP)CROSSWALKCROSSWALKDIAGONAL VARIATIONCROSSWALK CROSSWALKA 4' SQUARE LANDINGAREA OUTSIDE OFTRAVELWAY SHALLBE PROVIDED WITHINTHE MARKEDCROSSWALK AREA.TYPICAL PLACEMENTAT INTERSECTIONWITHIN CROSSWALKCROSSWALKCROSSWALK 2'CG-12 DETECTABLE WARNING SURFACETYPE A (PERPENDICULAR) APPLICATIONDETAILP-022N.T.S.1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB.9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7".7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS.SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW.PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST-IN-PLACE ORNOTES:4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID-DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 112".6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER.3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.CURB PERMISSIBLECONSTRUCTIONJOINTSECTION B-BTANGENT PLANCG-12 DETECTABLE WARNING SURFACETRUNCATED DOMEVARIABLE4' MINIMUM.PAY LIMITSDETECTABLE WARNING DETAIL2'-0"238" C-C238" C-CTRUNCATED DOME DETAIL3 16"38" DIA.78" DIA.(ACCESS FOR MOBILITY IMPAIRMENTS)VIRGINIA DEPARTMENT OF TRANSPORTATIONNOTE:ALL DETECTABLE WARNING AREAS SHALLBE PAINTED YELLOW UNLESS AN EXISTINGCONDITION IS ALREADY PRESENT. BRICKPAVERS MAY BE USED AS AN ALTERNATIVE-CONSULT WITH LANDSCAPE ARCHITECTAND OWNER PRIOR TO ORDERING ANDPRICING. SEE DETAIL ABOVE.B21KC501TYPICAL PLACEMENTAT INTERSECTIONWITHIN CROSSWALKCROSSWALK CROSSWALK5' MIN12:1 MAX.CROSSWALKCROSSWALKA 4' SQUARE LANDING AREAOUTSIDE OF TRAVELWAYSHALL BE PROVIDED FORPERPENDICULAR CROSSWALKWITHIN THE MARKEDCROSSWALK AREA.MAX.5' MIN48:112:1 MAX.12:1 MAX.# 5 DOWELS, 8" LONGAT 12" C-CSECTION A-A48 : 1 MAX.20 : 15'-0" MIN.48 : 1 MAX.2' MIN.BACK OF CURB5' MIN.ABBPERMISSIBLECONSTRUCTIONJOINT5' MIN.2'TRUNCATED DOMES12:1 MAX.MAX. 48:1 12:1 MAX.ASHAPE TO MATCH FACEOF ROADWAY CURBCG-12 DETECTABLE WARNING SURFACETYPE B (PARALLEL) APPLICATIONDETAILP-024N.T.S.1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB.9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7".7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS.SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW.PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST-IN-PLACE ORNOTES:4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID-DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 112".6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER.3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.CURB PERMISSIBLECONSTRUCTIONJOINTSECTION B-BCG-12 DETECTABLE WARNING SURFACETRUNCATED DOMEVARIABLE4' MINIMUM.PAY LIMITSDETECTABLE WARNING DETAIL2'-0"238" C-C238" C-CTRUNCATED DOME DETAIL3 16"38" DIA.78" DIA.(ACCESS FOR MOBILITY IMPAIRMENTS)VIRGINIA DEPARTMENT OF TRANSPORTATIONNOTE:ALL DETECTABLE WARNING AREAS SHALLBE PAINTED YELLOW UNLESS AN EXISTINGCONDITION IS ALREADY PRESENT. BRICKPAVERS MAY BE USED AS AN ALTERNATIVE-CONSULT WITH LANDSCAPE ARCHITECTAND OWNER PRIOR TO ORDERING ANDPRICING. SEE DETAIL ABOVE.KxxC2112 : 148: 1 MAX.5'-0"20 : 12'-0"48: 1 MAX.STD. CG-2BACK OF CURB2' MIN.SECTION A-AA6"ATANGENT PLAN5' TRUNCATED DOMESPERMISSIBLE CONST.JOINT48: 1MAX.112' MIN.5' MIN. * * *2:112:1AT , 2" HIGHER THANEDGE OF PAVEMENTAT , SAME ASTOP OF CURB * * *MAX.MAX.THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIPMAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICSPROVIDING THE DIMENSIONS AND SLOPES ARE AS NOTED.5' MIN.CG-12 DETECTABLE WARNING SURFACETYPE C (PARALLEL & PERPENDICULAR ) APPLICATIONDETAILP-025N.T.S.12: 1CG-12 DETECTABLE WARNING SURFACETRUNCATED DOMEVARIABLE4' MINIMUM.PAY LIMITSDETECTABLE WARNING DETAIL2'-0"238" C-C238" C-CTRUNCATED DOME DETAIL3 16"38" DIA.78" DIA.(ACCESS FOR MOBILITY IMPAIRMENTS)VIRGINIA DEPARTMENT OF TRANSPORTATION1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB.9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7".7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS.SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW.PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST-IN-PLACE ORNOTES:4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID-DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 112".6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER.3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.CROSSWALK CROSSWALKTYPICAL PLACEMENTAT INTERSECTIONWITH BUFFER STRIPTHIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BEUSED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDESWITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREETCAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALKWITH A WARPED SURFACE.NOTE:ALL DETECTABLE WARNING AREAS SHALLBE PAINTED YELLOW UNLESS AN EXISTINGCONDITION IS ALREADY PRESENT. BRICKPAVERS MAY BE USED AS AN ALTERNATIVE-CONSULT WITH LANDSCAPE ARCHITECTAND OWNER PRIOR TO ORDERING ANDPRICING. SEE DETAIL ABOVE.DESIGN FEATURES RELATING TO CONSTRUCTIONOR TO REGULATION AND CONTROL OF TRAFFICMAY BE SUBJECT TO CHANGE AS DEEMEDNECESSARY BY THE DEPARTMENTD21Kxx6/7/2019 4:20:39 AM OF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-19312345PARCEL LOCKERDETAILS-060N.T.S.G22MANUFACTURER: SALSBURY INDUSTRIES(800) 624-5269MODEL: 2402 MOUNTED ON A PEDESTAL(#3465) (OR EQUAL)COLOR: DARK BRONZE OR BLACK(OWNER TO DETERMINE)NOTE:CONTRACTOR TO PROVIDE ANCHORBOLTS AND INSTALL PERMANUFACTURER'S RECOMMENDATIONSCONTRACTOR TO SET CONCRETE PADPRIOR TO INSTALLATION (2000 PSI MAX.)CLUSTER MAILBOXDETAILS-059N.T.S.C22MANUFACTURER: SALSBURY INDUSTRIES(800) 624-5269MODEL: 3316 MOUNTED ON A PEDESTAL (#3385)(OR EQUAL)COLOR: DARK BRONZE OR BLACK(OWNER TO DETERMINE)# OF BOX UNITS: AS STATED ON PLANSNOTE:CONTRACTOR TO PROVIDE ANCHORBOLTS AND INSTALL PERMANUFACTURER'S RECOMMENDATIONSCONTRACTOR TO SET CONCRETE PADPRIOR TO INSTALLATION (2000 PSI MAX.)METAL BENCHDETAILS-054N.T.S.E22MANUFACTURER: SITE AMENITIESSUPPLIER: MAXPLAYFIT, LLC.;CONTACT: PAT McNAMARA: (434) 664-8522QUOTE: MP0314018.01SERIES: CASINOMODEL: B6WBHORZCASINOCOLOR: BLACKLENGTH: 6'NOTE:CONTRACTOR TO PROVIDE ANCHOR BOLTSAND INSTALL PER MANUFACTURER'SRECOMMENDATIONSCONTRACTOR TO SET CONCRETE PAD PRIORTO INSTALLATION (2000 PSI MAX.) IFAPPLICABLETRASH CANDETAILS-053N.T.S.A22BRICK PATIO ON CONCRETE SLABSECTIONP-009N.T.S.8"NOMINALBRICK HEADER COURSE; TYP.14" CONCAVE JOINT MAX.WHEN PATIO BORDER MEETSBLDG OR WALL, PLACEEXPANSION JOINTFINISH GRADE 1.5" BELOW TOP1.5" + / - MORTAR SETTING BED4" CONCRETE SLAB; 3,000 PSI MIN.WITH (2) #3 REBAR, CONT., 2" CLEAR80% COMPACTED SUBGRADEH22As Shown22Site DetailsPARK-IT WHEELSTOPDETAILS-056N.T.S.B22MANUFACTURER: GNR TECHNOLOGIESJOHN CUNNINGHAM (800) 641-4143SUPPLIER: COMMERCIAL POWER SWEEPINGKARL STAUTY(757) 238-2575MODEL: PARK-IT PARKING CURBLENGTH: 6'COLOR: BLACK (WITH YELLOW MARKINGS)MOUNTING: IN-GROUND1/2-INCH REBAR STAKE (FOR ASPHALT) OR LAGSCREW (FOR CONCRETE) TO BE PROVIDED ANDINSTALLED PER MANUFACTURER'S GUIDELINES BYCONTRACTOR7'-6"3'-4" O.C.VARIESVARIES SLOPE 1/4" PER FOOT7'-6"VARIES6'-8" VARIES 6'-8" 15'-1 1/8" 3'-4"9'- 3 5/8"2'-0"CMU WALLW/ BRICKLC2'-0"5'-4"3'-4" O.C.5'-4"2'-0"29'-0"9'-0" 3'-0"GRAVITY LATCH1'-0"5'-0"2'-4"8"REFER TO PLAN13'-7"13'-7"MATCH BLDG. COLOR& SIZEBRICK VENEER TODUMPSTER BRICK ENCLOSURE AND GATESH-020N.T.S.DETAIL, SECTION, ELEVATION, PLAN6" 3'-0"SLIDE BOLT9'-0" 6" 3'-0"SLIDE BOLTNOTES:1.ALL GATES SHALL HAVE CROSS MEMBERSFOR BRACING.2.GATES STOPS MUST BE INSTALLED ONALL GATES TO SECURE GATE IN OPEN ORCLOSED POSITIONS.3'-0" GATE - W/ APPLIEDVERTICAL CEDARSIDING"HINGE ANCHOR POST" MIN.6" STEEL POST, SET 2 FEETDEEP IN CONCRETE FORHINGE ATTACHMENT4'-0" HIGH - 6" DIA. STEEL PIPE-CONCRETEFILLED 2' BELOW GRADE W 16" DIA. CONC.FOOTING SET 2' FROM SCREEN WALLVERTICAL SIDING - WAPPLIED STAINED CEDAR3'-0" GATE"HINGE ANCHOR POST" MIN.6" STEEL POST, SET 2 FEETDEEP IN CONCRETE FORHINGE ATTACHMENTLOCATION MAY VARY - GCIS RESPONSIBLE FORCOORDINATINGSTEEL COLUMNSTYPICAL W/ METALCLOSER PLATEPAINTEDCMU WALLTRASH ENCLOSURE GATES-VERITCAL CEDAR SIDINGATTACHED TO METALFRAMELCLCLC"HINGE ANCHOR POST" MIN. 6" STEELPOST, SET 2 FEET DEEP INCONCRETE FOR HINGE ATTACHMENTCOMPACTOR ENCLOSURE GATES-VERTICAL CEDAR SIDING ONMETAL FRAMEELEVATIONPLANELEVATIONJ2222I22J22J22I6" DIAMETER STEEL PIPE BOLLARDFILLED WITH CONCRETE. IMBED2'-0" BELOW SURFACE. MOUND TOPFOR DRAINAGE. PAINT ALLEXPOSED STEEL SAFETY YELLOWSW#40844'-0"2'-0"1'-0"1'-4"CMU BLOCK PAINTEDBRICKROWLOCKCAPBRICK TO MATCHBUILDING1"1/2"CONCRETE FOUNDATIONREFER TO STRUCTURE9'-0" NTSREBAR REINF. ASREQUIRED- REFER TOSTRUCTURAL DWGS.#4 BARS @ 6" O.C. VERTICAL#4 BARS @ 9" O.C. HORIZONTALBRICKSOLDIERCOURSEOUTSIDE OFENCLOSUREDUMPSTER WALL ENCLOSURE AND BOLLARDH-021N.T.S.SECTIONOUTSIDECOMPACTOR1" COMPRESSIBLE FILLERCONTINUOUS EXTERIOR GRADESEALANTI22SLIDE BOLT2X6 CEDAR TRIM9'-0"BRICK VENEER TO MATCHBUILDING COLOR AND SIZE6" DIA. STEEL PIPE-CONCRETEFILLED 2' BELOW GRADE W 16" DIA.CONC. FOOTING SET 2' FROMSCREEN WALL"HINGE ANCHOR POST" MIN. 6"STEEL POST, SET 2 FEET DEEP INCONCRETE FOR HINGEATTACHMENTHINGE PLATE MINIMUM 3/16" STEELWELDED TO HINGE ANCHOR POSTALL GATES SHALL HAVE CROSSMEMBER FOR BRACINGALL GATES SHALL BE CONSTRUCTEDIN MANNER TO INSURE THAT GATECAN SUPPORT ITS OWN WEIGHT, INA FREE SWINGING POSITION. METALDOORS SHALL BE PRIMED ANDPAINTED. STAINED CEDAR SIDINGBOLTED TO METAL FRAMEGATE STOPS MUST BE INSTALLEDON ALL GATES TO SECURE GATE INOPEN OR CLOSED POSITIONS.DUMPSTER ENCLOSUREH-022N.T.S.PERSPECTIVED22SLOPEMETAL BOLLARDDETAIL6" DIA., SCH 40, STL PIPE, FILL W/ CONCRETE.SET IN 18" SQ. CONC. FOOTING, SLOPE TOP TODRAIN (OR EQUAL). IF EQUAL, CONTRACTOR TOINSTALL PER MANUF.'S INSTALLATIONINSTRUCTIONS.PRIOR TO INSTALLATION PAINT WITH TWOCOATS RUST PROOF PRIMER. THEN WITH TWOCOATS BRIGHT YELLOW ENAMEL.1'-0" #5 BAR WELDEDTO STEEL PIPE18"6" 3.5' 3'4' 1"FINISHED GRADEOR SURFACING-SEE DETAIL:S-015N.T.S.22F L 224' CHAIN LINK FENCEF-036NTSSECTION3/8" TRUSS ROD @ALL CORNERS,INTERSECTIONSTYP. LINEPOST 2"OD GALV.PIPE; 8' OC9 GA. TIEWIRE-14" OC; TYPTYPICAL LINEPOST FOOTINGTYPICAL CORNERPOST FOOTING3500 psiCONCRETE; TYPTERMINAL POST 2 1/2"(SS20) OD GALV. PIPE(SAME NOTE ASTRUSS ROD)DRAW BAR1/4"x 3/4"POST BANDPOST CAP- MAYBE ALUMRAIL END9 GA. TIE WIRE-24" o.c.TOP RAIL 1-5/8" PIPE(SS20) GALV.TYP. TOP RAILCONNECTION ASSHOWN-20' OC2"x2"x9 GA. FABRICKNUCKLED TOP &BOTTOM4'-0"10'-0"10'-0"6"2'-2" 6"10"2'-8"NOTE: ALL WIRE FABRIC AND FENCEHARDWARE SHALL BE GALVANIZED.BLACK POLY-COATED CHAIN SHALL BEINSTALLED ON THE OUTSIDE UNLESSOTHERWISE NOTED. POST SHALL BEINSTALLED BEHIND WALLS USINGSLEEVE-IT SYSTEM. SEE DETAIL:7 GA. BOTTOM TENSION WIRENOTE:ALL FITTINGSTO BESEMI-STEEL(NO ALUM.)TYPK22J21CONCRETE DUMPSTER PADSECTIONXXXXXXXXX6" X 6" W 1010 WWM4" COMPACTED VDOT #21A STONE BASE -VDOT (UD-4) UNDERDRAINS AS REQUIRED BYVDOT95% COMPACTED SUBGRADE;REMOVE ALL ORGANIC MATERIAL7" REINFORCED CONCRETE SLAB;4000 MIN. PSI., AT 28 DAYS FINISHTO MATCH TYPICAL SIDEWALKREINFORCED WITH 6" X 6" W 1010WWMP-002N.T.S.22LMANUFACTURER: SITE AMENITIESSUPPLIER: MAXPLAYFIT, LLC.;CONTACT: PAT McNAMARA: (434) 664-8522QUOTE:MP0314018.01SERIES:CASINO 22GAL WITH STEEL DOME TOP ANDLINERMODEL:TR22HORZ, DOME32, LINER 22COLOR:BLACKCONTRACTOR TO PROVIDE ANCHOR BOLTS ANDINSTALL PER MANUFACTURER'S RECOMMENDATIONSCONTRACTOR TO SET CONCRETE PAD PRIOR TOINSTALLATION (2000 PSI MAX.) IF APPLICABLE336/7/2019 4:20:47 AM SSSSSS550560 5 6 0560570 558 S SSSSSS556 554GGGGWWWWWWW W WWWWWWWWGGGOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEO H E O H E O H E O H E O H E O H E OHE OHE OHE OHE OHE 550 550 5 6 0570 5 5 0570GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGGGGGWOODBURNRDROUTE 659RIO ROAD(ROUTE 631) VARIABLE WIDTH R.O.W.35 MPHSIGHT DISTANCE LINEPOSSIBLE EMERGENCY ACCESSLIMITS TO BE LAWN REINFORCEDWITH GRASSPAVE TO AVOIDAPPEARING AS DEDICATEDINGRESS/EGRESS. LOCATION TOBE DETERMINED BY FIREMARSHALL.2:1 4:1 EX. SDMHRIM 554.77INV. IN 549.24INV. OUT 549.01EX. DI-2B(14')RIM 545.94INV. 539.11EX. DI-3B (4')RIM 545.56INV. OUT 541.78EX. SDMHRIM 546.14INV. 539.04EX. SDMHRIM 552.88INV. 546.29EX. 18" RCPEX. 18" RCPEX. 15" RCPEX. 15" RCPEX. DI-2ARIM 563.22INV. OUT 539.34EX. 18" RCPEX. SMHRIM 546.92,19,1INV. OUT 542.32EX. 24" RCPBERKMARCROSSINGSDR = 465' (35MPH)NEW CG-2EX. 18" RCPEX. 24" RCPSTUBEX. SDMHRIM 543.05INV. IN 537.66INV. OUT 537.53XXSDK2SDK11 MONUMENTSIGN30' FLAGPOLE8" ACSA W.L. 'A'PROP. EOP,TYP.OVERLAYLIMITS, TYP.SDL = 440' (35 MPH)DECISIONPOINT BCENTER OFEASTBOUNDLANE (440')DECISION POINT A14.5' FROM EDGE OFNEAREST THROUGHLANECENTER OFWESTBOUNDLANE (465')DECISIONPOINT CSIGHT DISTANCE LINEOF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-19312345030'15'60'120'N 1" 30'Site DetailsGRASSPAVE2 SQUARESCOMPACTED SANDY GRAVEL ROAD BASERINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND)SECTIONPLANADJACENT GRASSPAVE2 SQUARESHYDROGROW MIX BELOW RINGSUPPLIED FREE BY MANUFACTURER50 CM (19.7")6 CM (2.4")2.3 CM (0.9")8.3 CM (3.3")16.7 CM (6.6")25 CM (9.8")SEE ENLARGEMENT BELOWENLARGEMENTCOMPACTED SUBGRADE,TOP OF GRASS ROOT MASS 6 MM (1/4") ABOVE TOP OF RINGGRASSPAVE2 ATTACH WITH SNAP-FIT FASTENERSROOT MASS TO FILL GRASSPAVE2COMPACTED SANDY GRAVEL BASE COURSESPECIFICATIONSUNIT SIZE - 50 CM X 50 CM X 2.5 CM (20" X 20" X 1")UNIT WEIGHT - 510 GRAMS (18 OZ.)STRENGTH - 402 KG/CM (5720 PSI)COLOR - BLACK (STANDARD)RESIN - HDPE (WITH SOME POST-CONSUMER2VARIES <<OR 2.0 KG (4.5 POUNDS)RECYCLED CONTENT)AS PER LOADING REQUIREMNETSNOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT ORLANDSCAPE DESIGNER.95% MODIFIED PROCTOR DENSITY- 6 INCHES TO 12 INCHES(DEPTH OF BASE COURSE TO BEDETERMINED BY ON-SITE ENGINEER)AVAILABLE IN 9 STANDARD ROLL SIZES1600 Jackson St., Ste. 310GOLDEN, COLORADO 80401800-233-1510 OR 303-233-8383FAX: 800-233-1522 OR 303-233-8282www.invisiblestructures.comrev. 10/05GRASSPAVE2DETAILID-000N.T.S.B236"3'-0"SLIDE BOLT8'6"3'-0"SLIDE BOLTVARIES 2"X4" WOODLC2'-2 34"5'-6 3/4"3'-4" O.C.29'- 7 3/8"5'-0"11 1/8"3' MIN RAIL2"X4" WOODRAIL13'-7"13'-7"3'-4"9'-4 1/4"2' 14'-8" 1/4"DUMPSTER WOODEN ENCLOSURE AND GATESF-032N.T.S.DETAIL, SECTION, ELEVATION, PLANNOTES:1.ALL GATES SHALL HAVE CROSS MEMBERS FOR BRACING.2.GATES STOPS MUST BE INSTALLED ON ALL GATES TOSECURE GATE IN OPEN OR CLOSED POSITIONS.3.ALL EXPOSED WOOD TO BE STAINED AND SEALED.4.STAIN COLOR TO BE DETERMINED BY OWNER.ELEVATIONPLANELEVATIONENCLOSURE GATES-VERTICAL CEDAR SIDINGON METAL FRAME"HINGE ANCHOR POST"MIN. 6" STEEL POST, SET 2FEET DEEP IN CONCRETEFOR HINGE ATTACHMENT5"7'-3"4" 8' RE: STRUCT.2" x 8" WOODCEDAR CAP2" x 4" WOODCEDAR TRIM1" x 6" WOODCEDAR PICKET3'-0"GRAVITY LATCH8'REFER TO PLAN5"7'-3"4""HINGE ANCHORPOST" MIN. 6" STEELPOST, SET 2 FEETDEEP IN CONCRETEFOR HINGEATTACHMENT2X2 MEATL FRAME3'-0" GATE W/ 1X6CEDAR PICKETS7'-6"VARIES7'-6"VARIES6'-8"SLOPE1/4" PER FOOT 4'-0" HIGH - 6" DIA. STEELPIPE-CONCRETE FILLED 2' BELOWGRADE W 16" DIA. CONC. FOOTING SET 2'FROM SCREEN WALLLOCATION MAY VARY - GCIS RESPONSIBLE FORCOORDINATING2X2 MEATLFRAME 3'-0"GATE W/ 1X6CEDAR PICKETS1"X6" CEDAR PICKETS2"X4" CEDAR TRIM2"X8" CEDAR CAPGALV. METAL POST2"X4" CEDARTRIMGALV. METALPOST2"X8" CEDARCAPTYPTYPTYPSTEEL COLUMNS TYPICALW/ METAL CLOSER PLATE"HINGE ANCHOR POST"MIN. 6" STEEL POST, SET 2FEET DEEP IN CONCRETEFOR HINGE ATTACHMENTTRASH ENCLOSURE GATES-VERITCAL CEDAR SIDINGATTACHED TO METALFRAMELCTYPSECTION2"X4" WOOD RAIL2"X4" WOOD CEDARTRIM2"X8" CEDAR CAPGALV. METAL BRACKET1"X6" CEDAR PICKETGALV. METAL BRACKETGALV. METAL POSTCONC. FOOTINGTURNINGRADIUSA2323A23A23A23A550560-3+00-2+00CENTER OF NEAREST EASTBOUND LANE-1+000+001+002+003+004+00570-5+00SIGHT DISTANCE - PROFILESCALE H: 1" = 50' V: 1" = 10'550560570SDR = 465'CENTER OF NEAREST WESTBOUND LANE(RIO ROAD = 35 MPH)SDL = 440'(RIO ROAD = 35 MPH)DECISION POINT A(DRIVER'S EYE = 3.5')EXISTING GRADEPROPOSED GRADEDECISION POINT B(OBJECT HT = 3.5')DECISION POINT C(OBJECT HT = 3.5')REQUIRED GRADING PERSITE PLAN TO PROVIDESITE LINES540540SIGHT DISTANCE EXHIBIT - PLAN VIEWSCALE: 1" = 30'23DMAINTENANCE OF TRAFFIC PLANFOR RIGHT TURN LANE CONSTRUCTION23C23NOTE: FOR ALTERNATIVE PAVINGSECTION SEE DETAIL:E2436/7/2019 4:20:55 AM OF 29Edwards designStudio, PLLCLandscape Architecture and SitePlanning4936 Old Boonsboro RoadLynchburg, VA 24503 tele| 434.531.7507e| steve@edwardsdesignstudio.comwww.edwardsdesignstudio.comALAN G. FRANKLIN, P.E. LLCCivil and Site Planning Engineering427 Cranberry Lane, Crozet, VA 22932 tele| 434.531.5544e| alan@alanfranklinpe.comSCALE:ISSUED:REVISIONS:0.0.0.1.2.3.4.5.02-08-17,06-19-17,06-13-18,10-22-18,12-17-18,04-12-19,06-03-19,06-07-19,APPROVED BY BOSMAJOR SPA APPROVEDMINOR SPA- APPROVEDMINOR/ARB SUBMISSIONMINOR/ARB SUBMISSIONCOUNTY COMMENTSCO/OWNER COMMENTSCO/OWNER COMMENTSSHEET:All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Edwards designStudio, PLLC. Also, these plans may not be assigned to a third party without first written authorization of Edwards designStudio, PLLC. © Edwards designStudio, PLLCRELEASED FOR CONSTRUCTION Oakleigh Albemarle County, Virginia KEY:Cert. No. 0931Steven W. EdwardsCOM M O N WEALTHOFVIRGINIALANDSCAPE ARCHI T E C T MINOR SITE PLAN AMENDMENT FOR SiteBerkmarCrossingMedicalServices of VAGardenSpotW. Rio RoadW o o d b u r n R o a d10/22/2018Lic. No. 35326Alan G. FranklinCOM M O N WEALTHOFVIRGINIAPROFESSIONAL ENGI NE E R C omm o n w e a l t h D r6-07-196-07-193123451" 30'24Site Details16"VARIES 24" MIN.TIMBARRIER (STREETGUARD)DETAILPOST CONNECTIONTYP. GUARDRAIL CROSS SECTIONTYP. RAIL SECTIONFRONT ELEVATIONEDGE OF PAVEMENTNOT TO SCALE6' SPACING (TYPICAL)24" MIN.21"31"41"NOTES:1. IF TOP OF SLOPE IS CLOSER THAN 24" INCREASE POST LENGTH TO 7'.2. DRIVE POSTS OR AUGER, BACKFILL WITH NATIVE SOIL AND COMPACT EVERY 12".3. ALL TIMBER #1 S4S SOUTHERN PINE, PRESSURE TREATED: AWPA-C14, WOOD FOR USE IN HWY. CONSTR.4. TYP. POST: 8" X 8" X 6' - TYP. RAIL: 4" X 12" X 11' 11 1/2"5. FASTENERS: ASTM A307; A242; F436 TYPE 3; A563 DH3.6. TIMBARRIER™ SPLICE PLATE & PLATE WASHER ASTM-A588.7. REFERENCE NUMBER 651-003.1:10 SLOPE OR FLATTERNOT TO SCALEGENERAL NOTES:1. S.I. STOREY LUMBER CO., INC., 285 SIKE STOREY RD NW, P.O. BOX 99, ARMUCHEE, GA, USA, 30105-0099, 1 (888) 934-1605, PHONE: (706) 234-1605, FAX: (706) 235-8132, WWW.TIMBARRIER.COM.2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.3. DO NOT SCALE DRAWINGS.4. CONTRACTORS NOTE: FOR ADDITIONAL PRODUCT AND COMPANY INFORMATION VISIT WWW.CADDETAILS.COM/INFO (REFERENCE NUMBERS 651-003, 651-003B, 651-003C).5. RATED FOR ROADWAY AND STREET APPLICATIONS (25 MPH MAX.) EXCEPT WHERE OTHERWISE NOTED.NOTES:1. REFER TO DRAWING 651-007 FOR MATERIAL SPECIFICATIONS AND CONNECTION DETAIL.2. THIS TERMINAL MAY ONLY BE UTILIZED AS FOLLOWS OR AS OTHERWISE DIRECTED BY THE ARCHITECT OR ENGINEER. A. AS AN APPROACH TERMINAL OR AS A TRAILING TERMINAL ON TWO WAY UNDIVIDED ROADWAYS WHEN:I. SPEEDS WOULD NOT EXCEED 10 MPH.II. BURIED IN BACK-SLOPE.III. END OF TERMINAL IS OBSTRUCTED BY AN OBJECT OR STRUCTURE OF A SUFFICIENT MASS SO AS TO PREVENT A VEHICLE FROM COMING INTO CONTACT IT.IV. IT IS LOCATED A SUFFICIENT DISTANCE FROM THE ROADWAYS SO THAT A VEHICLE COULD NOT COME INTO CONTACT WITH THE END OF THE TERMINAL.B. AS A TRAILING END TERMINAL ON A ONE-WAY OR DIVIDED ROADWAY.3. REFERENCE NUMBER 651-003C.1:10 OR FLATTERFRONT ELEVATIONTYP. RAIL SECTION6' SPACING (TYPICAL)TOP OF SLOPEBEGINSTANDINGTERMINALBEGINSTANDARDBARRIEREDGE OFPAVEMENT24"STANDING END TERMINAL TIMBARRIER1:10 OR FLATTER24" MIN.36" MIN.FRONT ELEVATIONTYP. RAIL SECTION6' SPACING (TYPICAL)DIRECTION OF TRAVELTOP OF SLOPEBEGINBURIEDTERMINALBEGINSTANDARDBARRIERA.B.C.32"EDGE OFPAVEMENT5" MAXBURIED END TERMINAL NOTES:1. REFER TO DRAWING 651-007 FOR MATERIALSPECIFICATIONS AND CONNECTION DETAIL.2. A. SPICE PLATE T1 (PRE-BENT); B. SPLICE PLATE T2 (SLOTTED); C. ALL HARDWARE FOR THIS CONNECTIONHOT DIP GALVANIZED3. REFERENCE NUMBER 651-003B.TMTMTMF-028N.T.S.A24HVAC ENCLOSURE FENCINGNTSDETAIL0.33" 4.00"HVAC ENCLOSURE FENCING (TOMATCH DUMPSTER ENCLOSURE)-VERTICAL CEDAR SIDING ONMETAL FRAME.50"6' MIN.2" COMM. GRADEALUM/STEEL POSTB2433TOT LOTNTSDETAILC24SUPPLIER: MAXPLAYFIT, LLC; (434) 664-8522CONTACT: PAT McNAMARASERIES: PS3-31328COLOR: TBDAGE: 2-12TOT LOT CLIMBER (OPTIONAL)SUPPLIER: MAXPLAYFIT, LLC; (434) 664-8522CONTACT: PAT McNAMARASERIES: AFR0158XXAGE: 5-12DETAIL24D53ALTERNATE GRASS PAVERDETAIL24E34" (MIN.), DEPTH TO BEDETERMINED BYON-SITE ENGINEER2.0" ACF GRASS CELLSUPPLIER: ACF ENVIRONMENTAL; (540) 246-3801CONTACT: ROBERT CONNELLYSERIES: GRASS CELL23.6"2.0"PANEL SIZE: 23.6" X 19.7" X 2"DELIVERED PANEL SIZE: 47.2” X 39.4” X 2”SPECIFICATIONSWIDTH19.7"LENGTH23.6"HEIGHT2.0"AREA PER UNIT3.23 SFUNIT WEIGHT1.24 LBS/SFSURFACE OPEN AREA>90%INTERNAL VOID AREA>95%BASE MATERIAL100% RECYCLEDPOLYPROPYLENEBIOLOGICAL & CHEMICALRESISTANCEUNAFFECTED BY MOLD, ALGAE,SOIL BORN CHEMICALS,BACTERIA, AND BITUMENSERVICE TEMPERATURE-14 TO 185 °FCOMPRESSIVE STRENGTH(UNFILLED)320.02 PSICOMPRESSIVE STRENGTH(FILLED)6,351.70 PSIFINISH GRADEGRASS CELL MATRIX FILLGEOTEXTILE, OPTIONALCOMPACTED SUBGRADECRUSHED, CLEAN, WASHED STONE GRADEDFROM 0.25 – 1.5” WITH VOID SPACE AFTERCOMPACTION >30% (SUCH AS AASHTO #5)NOTE:FILL VOID SPACE WITHTOPSOIL FOR ENHANCEDROOT DEVELOPMENT ANDTURF ESTABLISHMENT.EXISTING SOILS SHOULD BEEVALUATED TO ENSUREACCEPTABLE STRUCTURAL ANDPERMEABILITY PROPERTIESADA DETECTABLE WARNING / TRUNCATED DOMESDETAILN.T.S.MANUFACTURER:ADA SOLUTIONS, INC.; 800-372-0519SIZE: 2' X 4' (TYPICAL IN NORMALCONDITIONS)DETECTABLE WARNINGS MAY BECAST-IN-PLACE WET-SETREPLACEABLE OR RADIUSPRODUCTS. DO NOT USECAST-IN-PLACE SOLID PRODUCTSFOR ANY CURVED CONDITION.INSTALL PER MANUFACTURERINSTRUCTIONS.SITE CONTRACTOR TO CONTACTMANUFACTURER TO ASSIST INORDERING. REFER TO LANDSCAPEARCHITECT WITH GENERALINTENT/QUESTIONS.F2444' PRIVACY CHAIN LINK FENCEF-036NTSSECTION3/8" TRUSS ROD @ALL CORNERS,INTERSECTIONSTYP. LINEPOST 2"OD GALV.PIPE; 8' OC9 GA. TIEWIRE-14" OC; TYPTYPICAL LINEPOST FOOTINGTYPICAL CORNERPOST FOOTING3500 psiCONCRETE; TYPTERMINAL POST 2 1/2"(SS20) OD GALV. PIPE(SAME NOTE ASTRUSS ROD)DRAW BAR1/4"x 3/4"POST BANDPOST CAP- MAYBE ALUMRAIL END9 GA. TIE WIRE-24" o.c.TOP RAIL 1-5/8" PIPE(SS20) GALV.TYP. TOP RAILCONNECTION ASSHOWN-20' OC2"x2"x9 GA. FABRICKNUCKLED TOP &BOTTOM4'-0"10'-0"10'-0"6"2'-2" 6"10"2'-8"NOTE: ALL WIRE FABRIC AND FENCEHARDWARE SHALL BE GALVANIZED.BLACK POLY-COATED CHAIN SHALL BEINSTALLED ON THE OUTSIDE UNLESSOTHERWISE NOTED. POST SHALL BEINSTALLED BEHIND WALLS USINGSLEEVE-IT SYSTEM. SEE DETAIL:NOTE: SOLID BLACK PRIVACY SLATS TOBE INSERTED VERTICALLY INTO CHAINAREAS7 GA. BOTTOM TENSION WIRENOTE:ALL FITTINGSTO BESEMI-STEEL(NO ALUM.)TYPNOTE:GATES TO BESELF-CLOSINGPER LOCAL CODEJ21G2456/7/2019 4:21:04 AM