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HomeMy WebLinkAboutSDP201800091 Plan - Revision 2019-04-15LEGEND W WATER LINE (EX. / PROP.) WV® WMO WATER VALVE / METER FHA-6 FIRE HYDRANT YH-5 YARD HYDRANT BOA® BLOW -OFF ASSEMBLY SS SANITARY SEWER LINE (EX. / PROP.) COo CLEANOUT MH MANHOLE SD— STORM LINE (EX. / PROP.) DI d STORM INLET YD ® YARD DRAIN DSo DOWNSPOUT G GAS LINE (EX. / PROP.) GV® GMO GAS VALVE / METER OHE OVERHEAD ELECTRIC (EX. / PROP.) UGE UNDERGROUND ELECTRIC (EX. / PROP.) PPj7 POWER POLE LPO LIGHT POLE GUYe GUY WIRE EM ELECTRIC METER T❑ TRANSFORMER OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) PED❑ UTILITY PEDESTAL SWM / DWM a/6-b SINGLE / DOUBLE WATER METER GV M GATE VALVE BOA o BLOW OFF ASSEMBLY — - - - - — BOUNDARY / RIGHT-OF-WAY LINE I.F. IRON PIN FOUND I.S. IRON PIN SET SETBACK LINE ----------- EASEMENT LIMITS — - - — CENTERLINE 670 CONTOUR LINE (EX. / PROP.) <--3:1-- <-2.501%- DEGREE / DIRECTION OF SLOPE 479.70 + SPOT ELEVATION HP HIGH POINT LP LOW POINT - - - - DITCH / SWALE _ = WATER COURSE BM* BENCHMARK CG-2 VDOT STD. HEADER CURB CG-6 VDOT STD. CURB & GUTTER CG-12 VDOT STD. HANDICAP RAMP HC HANDICAP PARKING SYMBOL DIP DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE PVC POLYVINYLCHLORIDE PIPE HDPE HIGH -DENSITY POLYETHYLINE PIPE VC VITRIFIED CLAY PIPE FIFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED TBT TO BE TRANSPLANTED TBS TO BE SAVED RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA MINOR SITE PLAN AMENDMENT PREPARED BY: ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 to I e l 434.531.5544 el alan@alanfranklinpe.com 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 17 DECEMBER 2018 PREVIOUS COUNTY PROJECT #: S D P200800101, S D P201700005 7 S D P201700060 ALSO REFERENCE WP0201700023 CURRENT COUNTY PROJECT #: VICINITY MAP I Scale: NTS tv HPI I ShoppIng enter �a o` i.J.Maxz Natos closet Charlottesville IN Garden Spot p co Jo -Ann Fabrics and Crafts 6 SLD�o, Cep, .QUO �A r CRS SITE �a�. �� Co[aniel Ru[e Center G� 8 Stwage Solution Center ■ aS, Goodwill Store and 8 Donallon Center 1405 Indian Bam Sernir,vie Trali t Volunteer Fire — U-Slor-II Sul R0SultanI[eliab Northside Library o. -^ Enterpnse Rent-A-Car p Goggle N Image provided by GOOGLE Maps S D P201800091 SHEET INDEX 0 SHEET 2 - — - NOTES AND PROJECT DATA SHEET 3 EXISTING CONDITIONS AND DEMOLITION PLANS SHEET 4 LAYOUT PLAN SHEET 4A PHASING PLAN SHEET 5 GRADING PLAN SHEET 6 TREE CONSERVATION PLAN SHEET 7 TREE CONSERVATION PLAN SHEET 8 ROAD PROFILES AND TYPICAL SECTIONS SHEET 9 INLET DRAINAGE AREA MAP SHEET 10 DRAINAGE COMPUTATIONS SHEET 11 STORM DRAIN PROFILES SHEET 11A STORM DRAIN DETAILS SHEET 12 UTILITY PLAN SHEET 13 WATERLINE PROFILES SHEET 14 WATERLINE DETAILS SHEET 15 SANTITARY SEWER PROFILES SHEET 16 SANITARY SEWER DETAILS SHEET 17 LANDSCAPE PLAN SHEET 17A SUPPLEMENTAL LANDSCAPE PLAN SHEET 18 LANDSCAPE DETAILS SHEET 19 PHOTOMETRIC PLAN SHEET 20 LIGHTING DETAILS SHEET 20A LIGHTING DETAILS SHEET 20B LIGHTING DETAILS SHEET 21 SITE DETAILS SHEET 22 SITE DETAILS SHEET 23 SITE DETAILS SHEET 24 SITE DETAILS REVISION HISTORY REV DATE -- 2/8/ 17 --0 6/19/17 --0 6/13/18 -- 12/ 17/ 18 1.0 04/ 12/ 19 APPROVALS DESCRIPTION SHEETS REVISED BOS ACTION- APPROVED MSPA- APPROVED MINOR SPA- APPROVED APARTMENT MINOR SPA SUBMITTAL COUNTY COMMENTS (ON 2/12/19) T H OF "T�c Steven W . Edwards Cert. No. 0931 �- y U 0 4-12-19 ,`' s�q P E NONE NONE NONE SEE INDEX TH OF IIr� VOA - . Alan G. Franklin Lic. No. 35326 w O 441, 4-12-19 PLOI NALdj�q PLANNING/ZONING ENGINEER BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL ACSA VDOT GENERAL NOTES: PROFFERS: a- N O M N co 0 N O \ ■ PERFORMANCE STANDARDS: 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER TRADES ON -SITE. 5. 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 PROPER EXECUTION 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 THE WRITTEN CONSENT OF THE ENGINEER. 6. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOT ACCEPTABLE. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSE ARCHITECTURAL DESIGN MANY TIMES CONTINUES AFTER SITE PLAN APPROVAL, STRUCTURAL INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND 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 OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR 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 ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE. ALSO, THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 11.ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 12.USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN, AS DRAWN, MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 14.CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. QUALITATIVE STANDARDS: 1. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 2. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND INASMUCH AS IS POSSIBLE SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 4. ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES GREATER THAN 3:1 SHALL BE MATTED WITH VDOT EC-2 SLOPE STABILIZATION MAT. 5. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABILIZATION SHALL ALSO BE APPROVED BY ENGINEER. 7. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS. 8. FOR SPECIFICS REGARDING SPECIALTY PAVING REFER TO DETAILS. 9. ALL CURBING SHALL BE VDOT STANDARD CG-2, UNLESS OTHERWISE NOTED. ALL PARKING SPACES MARKED "HC" ARE TO BE DESIGNATED FOR HANDICAP PARKING VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8' X 18' AND ADJACENT TO A S X 18' PAINT -OUT AISLE. ALL VAN ACCESSIBLE SPACES SHALL BE 1 V X 18' AND ADJACENT TO S X 18' PAINT -OUT AISLE. 10. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 4'. 11. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 12. 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 IS POSSIBLE. 13. PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH. 14. LOADING SPACES TO BE 12' x 25WITH A 24' MINIMUM AISLE WIDTH. 15.ONE-WAY AISLES SHALL HAVE A MINIMUM WIDTH OF 12'. 16. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. 17. DUMPSTER PADS TO BE 10' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING, TOTAL DEPTH IS 18'. 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. 19. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, WITH A 4" CONCRETE SURFACE (3000 PSI AT 28 DAYS, OR STRONGER), 4" 21-A STONE BASE, WITH UNDERDRAINS (UD-4, ETC.) PER VDOT STANDARDS. 20.ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL W/VDOT STANDARD PB-1 BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 21. ALL ROOF DRAINS, UNLESS OTHERWISED NOTED, ARE TO BE DIRECTED TO PROPOSED PAVED SURFACES SO THAT RUN-OFF CAN BE DIRECTED TO STORMWATER QUALITY FEATURES PRIOR TO ENTRY INTO THE PROPOSED STORM SEWERAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR TYING ALL ROOF LEADERS INTO A MEANS OF TRANSITION INTO THE SITE STORM SEWERAGE PROGRAM. 22. 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. 23.ALL SANITARY SEWER LATERALS TO BE OF SCHEDULE 40 PVC AS A MINIMUM. 24.ELECTRIC, TELEPHONE AND OTHER CABLED UTILITIES SHALL BE BROUGHT TO THE SITE VIA A SINGLE TRENCH WHENEVER POSSIBLE. ANY REQUIRED CONCRETE UTILITY PADS SHALL BE CONSTRUCTED BY THE CONTRACTOR, WHO SHALL COORDINATE WITH UTILITY PROVIDERS TO ENSURE PROPER SIZE, NUMBER AND PLACEMENT OF ASSOCIATED CONDUIT. SITE -SPECIFIC NOTES: 1 - THIS PROJECT LIES WITHIN THE WATERSHED OF THE BEAVER CREEK AND SOUTH FORK RIVANNA RESERVOIR WATERSHEDS. 2. NONE OF THE SUBJECT PROPERTY LIES WITHIN THE DESIGNATED 100-YEAR FLOOD PLAIN (ZONE C). FEMA MAP 510006 0203B. 3. THE EXISTING VEGETATION OF THE SUBJECT SITE IS PREDOMINANTLY MATURE HARDWOOD TREES. 4. 5' (EXCLUSIVE OF CURB) MINIMUM WIDE CONCRETE SIDEWALKS SHALL PROVIDE PEDESTRIAN ACCESS THROUGHOUT THE SITE. 5. TRASH SHALL BE PLACED IN DUMPSTERS AND COLLECTED PRIVATELY. 6. ALL SIGNAGE / SITE IDENTIFICATION DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY THE OWNER / DEVELOPER. 7. EASEMENTS HAVE BEEN SHOWN AS PART OF THIS SITE PLAN BUT WILL BE RECORDED AT THE TIME OF FINAL SITE PLAN APPROVAL. 8. THIS PROJECT WILL BE DEVELOPED IN SEVERAL PHASES. 9. CONTRACTOR SHALL IDENTIFY AND REMOVE ANY ABANDONED SEPTIC TANK AND DRAIN FIELDS. WATER AND SEWER: 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. 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. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES: 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS: 1. 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 ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10.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 PROVIDE SAFE AND CONVENIENT ACCESS. 11.THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12.VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13.A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE 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. RIVANNA WATER AND SEWER AUTHORITY GENERAL CONSTRUCTION NOTES- LAST REVISED APRIL 2016 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION STANDARD -VERSION 1.0, ADOPTED IN DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL 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 OF CONSTRUCTION 5. ALL WORK IS SUBJECT TO THE INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS 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. ALL DOGHOUSE 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 NOT NECESSARILY 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 NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 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 PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR 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 MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE 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 TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER 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. 13.1\10 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. STANDARDS AND SPECIFICATIONS: 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001. 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION. 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION. 7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD, DATED 2003. 8. SOIL SURVEY OF ALBEMARLE COUNTY, DEPARTMENT OF USDA; DATED 2003. PROFFER ISTATRInKINT 10,41ME IGO A3E MKNI Date: Janes 10, 2017 ZMM.- 2016-00015 Oddeigh Amendment 1 Tu Map ParcPA M 5 020AO 8.. sores to rammed from Neighborhood Model Development ("ITNID") .. to . to emd proffer O&W gh Albemarle LLC, a Via UmPt 1 COM y f ? weT (the ��:? of°Tu Map 45, P 2 A (t�� � b iA tha S Ct Of O 2V� 2W w dme t opp.11cl ion #MA 016"0I5 blown as " &JW` The PPlicaut for odklei2h is sleigh Al marle LLC, a Vies united .hility copy:., The Qddeigh communily is referr to as f-_'owl ��t Section , 33,3 off Al ar1e Camay o g , Owner hey Vol n y pwffen nditions list inthis �ffcT Wment,.which. �. applied tD the Proms if the rezorjng is ,approved by Aflmmarle, Couunt.y. Tht�se co=."fiom = PmEered as P,erofthe rezymEng md it is a that the n.l-dons a reasonabk °M. proffer statement sal sumfedc and pla�,e in all . S &O pyo��' statemmt arpm�r . b � the �d of Sup�so in ernmkon with ZI .A-2W-V�l . 1, A ordabl Honda . . . . _ .AT 115% .Affordable ,eml'emenThe Owner sb� ��d AO: a Dwelling Units (as defined hu•eln) equal to -fi&-m permt (I59,6) of the taW midenfaf dwOlilg its -witbin the Pm:oGt that is of the numb of=its that wee lomi by right underrr the zormg Lhat was i n exi gex= Oor to the appr aval of LIVI A 2 J , an uiv Ant cam . in Hm payme nit, or a. comb im ton thaw f(the ''I5% Affordable, Houdug Reqt�J remen '), as niore parficulady "� an p hs I and I lowa for t the approval� of 2007- M, tht p.mpcTty was zwsidal� md tbus ha dvl�t yield f52 d el�g its, Tbg,r,j�re, &he �a �tdbution for compliance with the 15�/S Affordable Housing Requ 'met shy a� �a. Monte ofo upmoy � the 52nd. dwell g urdt vdthin fie Pwj t is is ue. and pd ar the Owner.o tp.� a. cite of cup zy. r the 53rd d�vl� unit within the Project, . . . . . . B. CA)Ps�, _ofA.�rdable : chip Unitsx ff .r Caro than 52 dwelling its wit�a the, project such � t .e 15% Afordable Housing iremmi.is appricablg , the c� w-n or its sussors i� in rrves the =ght m the ordablo housing objective tax,ough a.. vaxiey of housing qpn, imj d g but not limited to, for -sale =its, rwW u its, and �ssory its ("Affordable IwelUng Unite" or �ff-`Ard bl Units"), is For -Sale Affordable Dwelling Units. ts. M pwchasm of the For -Sale Affordable Knelling Units (as de -fined below), shy be approved by the Albemwle County Mooring Office or its desipee. "For -Sale Affordable Dwelling Unit"' sal be dwelling imits offered for sale at prices for which households of the area median incomw may qualify, and shall not exomd sty -five percent (65%). of VHDA"s Maximum Sees Price for fmt-time homebuyers. The sW1 provide the County or its designec a prod of one hunk twenty (I20) days to idcvd and prealualify eligible purchaser(s) of For -Sale Affordable Dwelling UrAts, The pane hundred and twenty (I20) day mod shad commmee upon auron notice from the Owner that the unit(s) shall be available for We. This notice shall not be given more thin. nanety () days prior to receipt of the, Certfi to of aancy fir the applicable For -Sale Affordable Dwelling U is;: the Gouty or its des .m may then have thirty (30) days within which to provide qualified purchaser(s) for such For -Sale €a " Units. If the its d does not provide u�fi .� s Aff�b 3n i3i inn i3 during the one bnndre d twenty (120), day peri4 the Owner sham have the right to sell the imit(s) without any stricdon sales price or income ref the purchaser(s). U, For -Rent Affordable DweHffig Units. (1) Entail Rates. The initial net. rent for each rental housing unit for which Owner sew qualification for the. purposes of this Proffer 1, C'For-Rent Affordable Dwelling . UrAf ) shall not � the then -cat sand applicable ma�aum net rent rate . approved by the Albemarle County mousing Cuff . In each sub agent calendar . . year) the montbly net r t fb.. � For -Rent Affordable Dwelling Unit may be yap three p�rct (3��fl)a For ass of Proffer, t�z "met renV means that. the rent dries not include t�ntdpaid utilities. e requir=ent that the ants for such dent Affordable Dwelling Units any not �e rm117ti . rents dished in this paragmph 1B shall apply for a period of tea (10) yews . following the date the cer.f. of occupancy is issued by t Comty for e� For- . Rent .A. �dabie Dwelling Unit, or � the vnits age scald as low or berate cost its qualifying as such and eitlwr the, � ginia Housing Development Authorily, . . Fainters Home Administration, or Housing and Urban Devvelopmtnt, Swtion 8, whichever comes first (the "Affbrdable Terror'). (2) Avg a of lntcre t.. deMs conveying any interest in fbe For -Rent .Aftdable vcliing Units during the fordable Tem shall contain Iangmge reciting that such unit is subject to thp, terms of paragraph 1B. In addition, all cot wts paining to a conveyance of any For Rent Affordable Dwelling. Unit, or any part thereof, dig the Affordable Term sal Main complete and Ul disclosure of the Sri and corla s es I shed by s i�gmph 1B, At l� they (30) days prior to the conveyance of any interest ice. any For -Rent Affordable. Dwelling Unit during the Affordable T=, the then -current Owner shall no ifs the, Co-unty in writing of the caonveyame and provide the name, address and telephone number of the potential. grantee, a. .state that the r uirements of this paragraph 1 B(ii)(2) have been satisfied.: (3) . � ° � Rateg�. During, Cho Affordable, Tenn with thb� ( 0) days of ewh �a or l� f � For -Rent .���bl Pw1 g h% t � . anw or to fw Albin e o-mty �Iou� Office a P of r Lm agm�ent � guch meted dAt s wg � r'm r� r su& tint md . the, t� of the ram( or 1ewe .met- I "lion, ding the, .fordable T . the then-cment O� sh& provid a to t1 bmAy, if re €armed, .y ra rL% coPics . . of r um or l en , or ate d� to. Mtn rats. is �e County . may r�ombly x . . C, Cash Profs AfT able - ing-Ran t. Ifthere are oro non 52 dwelling its �jtWn the �� m� dint fie 1 1� Affordable Musing a�9�e is : Wfi b£� the may t make a m coin b Albtml County for all or a won of tht 15% A 'or&ble Housing.Reqd=ent in ffic Out bf'TwMty- Eight H,mdmd and Five DoWn and 301 e is ( 23,8 5, 0) for ew& such unit(s) (fit. - i� ����i~-Ig Cab w ee) in lieu f wnstm�g ble Iwallitg Units as detailed parA�ph 1.B. Any u� fog' `� .che .A T dable.l�owing C h P ff a� . wnWbuted as provided herd diafl munt an Afa dable, Dwe�g Unit for imposes o this amgr h I and 2 elo A . . . . . . - Z .b pteffer, .A, The Own -or shaH contdbufe cash to AL County in the following MOmts for each dwelling uWt eowt =t . t - � that is not an .�`�rdabla eIND. nit (a `QM-� Rate Unity, md t� is ji ins of e numb of its that allowed by right under the was In eximmee poor to the app eal of ZMA 7 Prior to the appwvA of ZMA 2007 , the pry p .mod f aL md ffim had byH ght development yield of 52 dwelling units. T�fo�e9 the . cont bution Market Rate Units shall bed � a mrtficate of oec panty for the 52`1 d cuing t � the P jcct is ism . wd pgior to the, Ow= obtaining a to of occupancy for fhe 53� d o g unit wda xh proierot, °10 gash oonx bufions s� be ��.ss the f sc i ap is of &, veIop�nt o � County publk. f=ffitl md i_st=-W= (Lc,, sebool,% public safay, fibrwies, Wh Mid transpoltaon) Wnt d in the Cou ty's CqgtvJImpro�e� pats Program. T aconbu ens shp d foflorg wonts (i), Se�,d w Thous � Hundred TbllI l Os Do11m ( 7,333.18) f0 �' ily detdwellgt is not -an Iv, Dwe lng Unit, w�, . (ii). Five, Pow Hundred and Forty":&ovmn and 57/l s Rollin ( 144737) for ea& sin fwnaly .at�� dwelling �t that is not ; A °ordab Knelling Knit. (iii). even Tl ousand Four 11=dry aAd Nineteen and 11100s Dollm ( 7,419.9 .) for h m�fily dw ng that is not.an A&rdablr, D eRi-g Unit, (iv). Zero Dallm ( .00) ft Bch Af t-dable Divalling Unit. B. Anne Adiustment of Cash Proffe o Beginning January I of each year following the approval of this reming, the amount of each cash contribution mquired herein shall he adjusted annually until paid, to reflect any increase or deaeasc foT the preceding calendar ymr in the Comparative Cost Multiplier, Regional City Average, Southeast Average, Category Q M&wnry Bearing Walls isswd by INUmhall `valuation Se ice (a /a Mmshall & Swift) (the "Index" or the most applir,able Musha & Swift index determin,,W by the County if publication of the specific index refer s herein in discontimued. in no event shall any cash cam, tlon amount be adjusted to a sm less than the amount initially establidied by these proff . The annual adjustment shall be made by multiplying the proffered cash contfibution amount for the preceding year by a fraotion, ffit n= ator of which shaU be the Index as of December I in the proceeding calendar year, and the denomindoT of which sMI be the Index as of Dewnber 1 in the year precedmg the c6endar year most recently ended (the "Annual Percentage Change"). . TrHomo A. If the Pwject _, vr,loped as per Scenwio A of thp, Appfi�ian Plan, as put of the final site plan or p roject, the Owner � submit a preservation. plan (t s3S�a o A. Try n ") f 1) es within the eject, as shown o the Application Plan, which spe6fies tie protection mods and procedures, ' c Eg li ing, tree prottachon fencing, m-al.chi -a d site construction activities which s plied with during and afker de 1 ent fthe Project Prior to the fi approval, the Owner shall s m.it a bn�d or oth surety in. the t usand loll ,arid Igo/fiats (1 , , ),'The bond oT s matted to guaranty the repplacement of those tr s 'which am numbered 1, IA,. 2, 4,' , �, �, , 3�, �1� d 32 on e Application flan (thy "' Sc rio A Bonded Trees°') . the event t� any of e Seel .A Bonded Trees die wit�n i pez od of five () years a� iss�n of the Wt C�ficate of Occupancy within the Project. Thy bond or ot� surety shall. be, in a for astable to. the. County A.ttory B. If the, Profi t is to be developed as per Sao B ofthe Applic4or� Plaza, the Owner r will submit as part of'the Code of Development for Odeigh Fay a. tree prpt��an plan (the s6Scenario I3 ':free Play") for t�bnine (39) trees within the ,sect, as show on the � li��sn Plan, which, specifies tree prate on methods and procedures including fertilizing, tree protection fending. and mulching. g �ch shall be complied with. dt g and aft developm.�nt of the Project. Prior to the final site plan approval, the Owner shall submit a bond or otheT f� of surety in the total amount of'Twen Nine ousand. Dollars ($29, 0). Thy bond or surer s .11 be submitted to panty the replacement of those tr wbich are numbtred 1, I A, 2, 3, 4, A, 5, 6, 7, �8, 9, Ili, 14,. l6, 17, 19, 20, 21, 22, 24, 25, 27A, 30, 31, 32, 35, 38, 38A, and 44D on. the, Application Plm the " co ario 13 I�puded Tre&' ' i the event that an of the. S�� pp { ) y Bonded Trees die within a p ed of five (5) years after issw.cm of the last residential C ficate of Occupancy witbin the Project. The band or other surety shall be in a form acceptable to the County Engineer. and. the. minty A.ttmoy.. . . . . Pedestrian Oat% 1eclaTafovantetrirr for theProject shall cones a provision which grants a public right of pedestrian a ess over all sidelara`ks within the Project, '� right shall be in pepetuity and the Declaration shall name the County of Albemarle, Vir&ia. as a third -per beneficiary with the express right to enforce the provisions ofswh v0lic right of a . �f sue, to th �awdmm eximt p > bl w dekr. n . by the County's � A hoV, provide &Mt n �. i an .swimmt •ols to eve sediment oval rate of mighty pe ( 9%) for t� ��� As a refer.ce, d1� t regj19t0ry st c11'u�� measure achieve a.60% optimal r omd rite.) . [ IGNIUM PAGE FOLLOWS] S] � v 0 a.s: . .. . . I 'INESS the following �y au�o�� si��: . wner� . . a. Virginia, Limited. Liability Company 1 � � .. . . . .. .. . .�,.......,_ _11 . . Title° - �_ PROJECT DATA: DEVELOPER: OAKLEIGH ALBEMARLE LLC, 690 BERKMAR CIRCLE, C'VILLE, VA 22901 (T) 434-978-1766, (F) 434-978-0118; CONTACT: GEORGE RAY, JR. PROPERTY OWNER: SAME AS ABOVE TAX MAP / PARCEL #: 04500-00-00-026AO PROPERTY ADDRESS: 547 WEST RIO ROAD PROPERTY SIZE: 8.822 ACRES MAGISTERIAL DISTRICT: RIO CURRENT ZONING: QMD, ENTRANCE CORRIDOR OVERLAY (ZMA201600015) 3 ZONING APPROVAL: ZMA201600015, APPROVED BY BOS ON 2/8/2017 ZONING OVERLAY DISTRICTS: AIRPORT IMPACT AREA (AIA); STEEP SLOPES (MANAGED) COMPREHENSIVE PLAN: URBAN DENSITY RESIDENTIAL (6.01-34 DU/AC) URBAN MIXED USE (in Centers), NEIGHBORHOOD 1 (Places 29) DENSITY (OVERALL GROSS): PROPOSED: 4.54 DU/AC NOTE: MAXIMUM ALLOWED = 12.36 DU/AC. DRINKING WATER WATERSHED: SOUTH FORK RIVANNA PROFFERS: SEE THIS SHEET WAIVER / VARIANCE REQUESTS: PARKING WAVIER RECEIVED DURING ZMA (07-04) REVIEW SURVEY SOURCES: PHYSICAL, TOPOGRAPHIC & BOUNDARY: ROBERT LUM, DATED 5/30/03. ADDITIONAL SURVEY WORK PROVIDED BY THOMAS B. LINCOLN LAND SURVEYORS, DATED 5/31/07 & 11/15/07. EXISTING CONDITIONS AND TOPOGRAPHY VISUALLY VERIFIED BY ALAN FRANKLIN PE, LLC AND LINCOLN SURVEYING WHILE ON SITE THROUGHOUT FEBRUARY 2017 DATUM: BENCHMARK: BREAKDOWN: NAVD 83 (STATE PLANE) TOP OF FIRE HYDRANT- ELEVATION = BUILDINGS; ROADSDV DEWALKS : PAYED PARK I RGiROAIDS: 9IDRNALKS: DERV I OU5 AREAiGREENO PEN S PACE' SF AC % 83.95t1 1, 3 22% 1 ,T-De 2_93 3 Z7,513 0.63 145.111 3.33 38% TOTAL 51 TE ACREAGE; 384, 286 8.822 1.00% NOTES; The minirl'ilm requir6d open spice is 20% fper Seri sell ZBA. g.a.1 �. 2 Pervirmjs areafQreenfiOWn Spaw inoluc � land within RCW and r)n any indNidLtal 1 RECREATIONAL AREA: SEE CODE OF DEVELOPMENT WATER & SEWER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY- JURISDICTIONAL AREA id I. = mc:0) CM ■ a) Z1111111111111 QJ 0.=me 9 t EC U en -E I a 0 Cn m o E _ 31.o oN � `b L `o � Em >1 �� Co 9` al �. = o �� o -� -° > °r CU 030 C° Co-2 U - 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 AY; R-60 J � rO1 V ° 6a c 5rd 0- C: o .N °0 �N Q� A! �V � a, o iI1 8 Je co d =a �= 00 -0 ° 8a o a) a= 2. N °N aM >. N M f �C c > Co E CU -a a) en (n_ H OF �i�c y N o���PLT o m �� /�%i N d 9 v0 v a Steven W. Edwards C5 Cert. N o. 0931 v a a 12-17-18 ,� N05 I ° 0 scq p E A R �\ W N uS -° rn3 0I a E 20a 0� ao rCn If a�5 0)C: OF �1/ o ���PLTH " � o c� %/� y° OOc� Alan G. Franklin 0 E t a) Lic. No. 35326 W af 2 0� 12-17-18 ? . � Ea �� LLONAL 0 0 rE Q z°> -6m a)mc a) mo SCALE: N T S 20 Is! ISSUED: 10/22/2018 a 0 REVISIONS: 0. 02-08-17, APPROVED BYBOS 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 Q SHEET: Notes Z O H U W I- U) Z O U O LL 0 W U) W OF29Lu ii rn 0 m N co 0 N O NOTE: PRIOR TO ANY DEMOLITION THE TREE ARBORIST SHALL BE CONSULTED AND MADE / sT P / ��° THE BENCHMARK \ AWARE OF THE CONSTRUCTION SCHEDULE IN TREES TMP 45-26A1 GARDEN FOUND ON TOP OF \ ORDER TO BE ON -SITE DURING THE Now or Formerly SPOT EXISTING FHA; \ \ � ELEV. 566.50' DEMOLITION. CONTRACTOR SHALL INSTALL __ - EJM GARDEN, LLC �G' +/- 589' TO ALL TREE PROTECTION MEASURES PRIOR TO J ♦ / D.B. 2717 PG. 746 �\ \ HERITAGE DEMOLITION AND FOLLOW ALL THE DENSER ♦ / Zoned: C1 �' HALL RECOMMENDATIONS OF THE ARBORIST TO / VEGETATION IN � Coll Plan: Urban Density / THIS AREA ♦ °� p y ENTRANCE ENSURE THE SURVIVAL OF THE TREES BEING / ♦ Use: Commercial \ PRESERVED. CONTRACTOR WILL BE HELD / ACCOUNTABLE FOR ANY TREE DAMAGE / RESULTING FROM THEIR OR THEIR ♦ \ \ s � SUB -CONTRACTOR'S ACTIONS. CONTRACTOR ♦ / �o >>, ° L P SHALL BE SUBJECT TO FINES FOR DAMAGES / CHAINLINK FENCE TO / AS OUTLINED IN THESE PLANS. ALL DAMAGES / REMAIN OR REPLACED BY o TERMINATE OVERHEAD \ /O - ELECTRIC SERVICE AND ¢ / /WILL BE DETERMINED BY ARBORIST . SEE ♦ OWNER WITH PERMISSION / •' ¢ ¢ �♦ OF THE GARDEN SPOT � -� \ \ PLACE UNDERGROUND SHEET 6, CONSERVATION PLAN, FOR SO +/- 1135' TO ADDITIONAL INFORMATION. � GRAVEL AREA ■ J / / �� 1 A �' \ BERKMAR DRIVE & o j 2 / _ �i �� EX. CURB & ♦ WOODBURN RD. % / oo3p ♦ GUTTER TO BE REMOVED ORDER / ♦ ��0 $ / \ O G) ALLOW FORD ♦ — 570 / A / / / �,� 4 V RAND AP R L - / - ♦ - 11 A // / 11 — / / • •�; 1 WV / / - 1 / / PORTION OF EXISTING DRIVEWAY / 1 °cd / ` TO REMAIN OPEN TO SERVE AS AN ^� �y G) FHA \ � \ EMERGENCY ACCESS ROUTE E IF � C� ♦ / 1 1 C _T 11 0 'SANEEDED 70 X/ 13 \ OPEN PASTURE Se 4 / 0E, I 0/so 18 / 28 / PRIOR TO CONSTRUCTION: G) I A / / 1. THE CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING BEFORE / DEMOLITION OF BUILDINGS. \ 17A 17 / 10 \ 2. CONTRACTOR AND ARBORIST SHALL DEVELOP A PLAN FOR REMOVAL OF THE / G� O z / / / 29 TREES NOT BEING PRESERVED ON SITE BEFORE START OF DEMOLITION. / EASEMENT' \ �01\ I I N) N / _ / 2 / / 3. CONTRACTOR SHALL TRENCH ALONG TREE PROTECTION PERIMETERS TO CUT D.B. 747 NT' 532 I So o / / / X ROOTS AS INSTRUCTED BY THE ARBORIST. \ r X27 \ 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 AS O / C) / _ 5� 2 \ OTHERWISE DIRECTED BY THE ARBORIST. KEEP CHIPS ON SITE FOR USE IN O TREE PRESERVATION AREAS. OVERHEAD ELECTRIC LINES AND \ �So I BREAK FENCE AND v - / 5. TREE PROTECTION FENCING TO BE INSTALLED BY THE CONTRACTOR AS OTHER SERVICES TO BE PLACED / REMOVE TREES AS / INDICATED ON THE APPROVED FINAL SITE PLAN. UNDERGROUND ALONG FRONTAGE ' \ NECESSARY TO PERMIT / I 26 I 6. TO AVOID DAMAGE OF SURROUNDING CANOPIES, SOME TREES IN WITHIN EXISTING EASEMENT. ANY / �s I THE SEWER EXTENSION / / 31 I CONSTRUCTION ZONES MAY NEED TO BE BRUSHED OUT BEFORE FELLING AND EXISTING POLES/PEDESTALS/ETC. i \` O • REMOVAL OF STUMPS WITH HEAVY EQUIPMENT. NOT NEEDED SHALL BE REMOVE ipgURN RA Out ro� / / 7. THE ARBORIST SHALL ASSESS TREES FOR HAZARDS AND INTERFERENCE WITH DURING PROCESS UNLESS TBR; 24A- 24 2C CONSTRUCTION ACTIVITIES AND PRUNE AS NEEDED. DETERMINED TO RELOCATE AND / / I / TYP. 8. THE ARBORIST SHALL CONDUCT WEEKLY SITE VISITS TO VERIFY COMPLIANCE LEAVE LINES AERIAL UP s s OPEN PASTURE o;` WITH TREE PRESERVATION POLICIES AND TO EVALUATE TREE HEALTH. / EX. �j I /` / / / 9. ARBORIST SHALL CONSULT OWNER AS NEEDED FOR ARBORICULTURAL ISSUES I% ASPHALT / I I� ` THROUGHOUT PROJECT. EX. CONCRETE 31DEWALK PARKING n G I / X 10. FOLLOWING CONSTRUCTION (AS NEEDED AND AUTHORIZED) THE ARBORIST TO BE EMOVE FROM THE O �X. TO ¢E / R REMV AND 4B / / � 33A 2B SHALL: EX. ENTRANCE EST TO THE', R PLACED II I I / • / \ a. FERTILIZE WITH ADDITIONAL MYCORRHIZAE AFTER FINAL GRADING IS FIRST 1ENTRAN E TO THE \ 1 / / COMPLETED. THIS MAY BE DONE IN DIFFERENT AREAS AT DIFFERENT TIMES GARDEN SPOT14ND EAST TO I 3 IF THE PROJECT IS COMPLETED IN PHASES. THE PROPERT LINE I 32A/ b. PRUNE TREES TO ELIMINATE DEAD, DYING OR INTERFERING BRANCHES. c. ARBORIST SHALL INSTALL LIGHTNING PROTECTION IN THOSE TREES / I%\8 C DETERMINED BY THE ARBORIST TO WARRANT SUCH PROTECTION. IGE d. IRRIGATE IF NECESSARY TO SUPPLEMENT RAINFALL.VDOT DRAINESMT- / 38A . 33B / 32 e. ARBORIST SHALL CONDUCT REGULAR INTEGRATED PEST MANAGEMENT (PROD. # 063-002-18�5. C501) II TO BE ADJUSTED/A ANDONED I (IPM) VISITS DURING THE GROWING SEASON FOR A PERIOD OF 5 YEARS, � I 5A / STARTING UPON THE ISSUANCE OF THE LAST CERTIFICATE OF OCCUPANCY I WITHIN THE PROJECT TO INSPECT FOR INSECT, DISEASE, NUTRIENT OR I I II I ■ 4O / ENVIRONMENTAL PROBLEMS. EX. ENTRCE Uj I ■ �z / / 5 � 3/ AND CULVERT TO BE I I 7 3 REMOVEY ONCE NEW / 0 , I ENTRAl IS IN PLACE I UP 40A 590 O / / CENTEL F1-6DA / J C EXISTING OVERHEAD LINES AND POLES MAY BE O ' I P W/ TRANSF 34 / ° USED FOR TEMPORARY JSERVICES. ONCE THESE I I I I N ARE NO LONGER NEED D THEN THEY ARE TO BE / w /� I I I / ■ / j/ \ #KB92 REMOVED BACK TO i ROAD AND ANY cb ASSOCIATED EASEM7NTS ARE TO BE I / I I I I ■ I O E / / /ABANDONDED I, I OPEN PASTURE LOWEST BRANCHf�S OF EX. LEYLAND CYRESS I J I =I HEDGEROW TO i REMOVED TO ENABLE O r I I I I OHE / INSTALLATION SILT FENCE JUST UPHILL OF O �I / / I I ■ 41 O TREE TRUNKS./MINOR FILL/PLACEMENT UNDER / I _ ■ �s O / DRIP LINE MAY BE REQUIRED. / �o / / /EX. FENCE TO BE REMOVED 1 / / HE _ OH / / UP TO'THE SW CORNER 42 36A / E 'OH % / S46o49 ' , / \ / E / 18'W OHE UP �� \ \ _ /7 �; V 'loll EXISTING FENCE T BE REMOVED ALONG EX. TREELINE; 7� TMP-45-26 s G c o 0 o G TYP. �X — — _ 5�0 — E �`i � � � / � 354.45' � ° ° PROPERTY LINE AS NEEDED TO COMPLETE SITE— -- _ / APPROXIMATE 57o--Now or Formerly \ 43 IMPROVEMENTS. FENCING MAYBE ADDED BACK / 34B v zz� — — — —� TREES TO BE I o — — � �- � — � — REMOVED IF NEEDED Ss � LOCATION TO END MEDICAL FACILITIES OF AMERICA ` AT OWNER'S DISCRETION ALONG THE SITE'S / 0 � /� � — OH — _ FO-R CONSTRUCTCN w DEMO OF EXISTING D.B. 3678 PG. 655 Zoned: R6 Comp. Plan: Urban Density Use: Residential lock 5 Lot 19 T 61M--0%l G / 550 - 0 15' 30' � � -80' � / 120' ■ ■ PERIMETER 560 _ —�-0-- )_ —5so� SIDEWALK �— — _ 400 0 34 ry) ��� EX. CO RE E W LL OH \ I u \ 4U P Uri // / � O/U P / IN 'CENTEL F1-6C �4 SPACES AND CURBING / EX. ASPHALT PARKING TO BE REMOVED FOR �44A �4B 4 E / S46 9P7_"_W / /// 1 U \ 1 � INTERCONNECTION TYP. � - / TERMINATE OVERHEAD V / -4 439.51 /� / IOCk Al �� Block Al ELECTRIC SERVICE AND TMP 61M- 12-1A2 thru 1 6 TMP 61M--12-1A1 Li �jI PLACE UNDERGROUND BERKM CROSSING BERKMAR CROSSING =560— — — — — — 0NDOMIN �SOCIATib CONDOMINIUM \ �— -- � ELAL ASSOCIATIONS, ET AL � \ BL _t 2 \ \ —I /��/� ®— — — — � - ned: C1 � Zoned: PDMC I `� — �� 9J Comp. Plan: ommunity Service Comp. Plan: Community Service T 6 M--06-2 w or Formerly %� Block F1 Block F1 I Use: Co meI C1 Office Use: Commercial -Office WILLIAM THOMAS OR RA EL I Now or Formerly I Ow o rly TMP 61 M-113-2F1 thru 2F4 TMP 61 M--13-1 F1 thru F5 ko -Chart See Chart \ PREMIL OR RANKA CETIC � KATHLEEN S. W K INE T. CASTILLO D.B. 804 PG. 52 BERKMAR CROSSING CONDOMINIU �, BE MAR CROSSING CONDOMINIUM D.B. 2829 PG. 593 D.B. 2301 PG. 366 8 ASSOCIATIONS ET AL ASSOCIATIONS ET AL W.B. 72 PG. W.B. 72 PG 14 Z-o R2 � Z ned: C1 Zoned: C1 one Zoned: R2 4 - Comp. Plan: Neighborhood ensity Comp. Plan: Community Service Comp. Plan: Community Service M BERKMAR CROSSING � Coll Plan: Nei h orhood Density Comp. Plan: Neighborhood Density Use: Residential p g y Use: Residential Use: Commercial -Office Use: Commercial -Office - _ s Use. Re sl ential See Chart See Chart 1 SURVEY DATA: ADJACENT OWNERS NOTES: TREE INVENTORY: UP CENTEL F1-6D \ Block 6 Lot 1 TMPs91 M--06-1 1. PHYSICAL, TOPOGRAPHIC & BOUNDARY: .................................................................................................................................................................. Tax Map 8 Parcel Owner i - PG. 1. THE PROPERTY LIES WITHIN FLOOD ZONE C AS ROBERT LUM, DATED 5/30/03. 61M--12-1A1 .................................................................................................................... Anthony or Mary K. Valente .................................................................................................................... 1613-447 SHOWN ON THE FIRM MAP PANEL NO: 61 M--12-1A2 KOM, LLC 3049-506 5100060230B. 2. ADDITIONAL SURVEY WORK PROVIDED BY fit M-12-1A3 MTB Investments, LLC 3072 fi60 THOMAS B. LINCOLN LAND SURVEYORS, DATED 61M--12-1A4 DEMREP, LLC 1743_357 2. THIS PROPERTY DOES NOT HAVE ANY 5/31/07 & 11/15/07. DATUM: NAVD 83 (STATE ............................. .......................................... :............ ..................................................................... .....................................;......................................... CRITICAL SLOPES. PLANE); BENCHMARK: TOP OF FIRE HYDRANT; 61M-12-1A5 ..............................................................................................................................................................................................:........................................ Stephen W. or Joan B. Hackett-5Cott 1605-439 ELEVATION = 566.50 61M-12-1A6 DEMREP LLC 1726-211 3. DATUM: STATE PLANE COORDINATE 1983 61M--13-1F1 Lawrence L. or Priscilla Critter, 1521-280 BENCHMARK: TOP OF FHA ELEV. 566.50 3. CURVE DATA: ..............................................................:.. 61 M--13-1F2 ..................................................................................................................................... Russell L., Jr,. or Jeanne C, Miller 1533-295 C1 = (R) 2648.37' (D) 4-32'14" (T) 104.92' (L) 209.72' 61M 13-1F3 . 61M--13-1F4 ..... Kenneth L. Davis Daniel and Graham Spencer, LTD 2662 499 1528-241 SOIL DATA 4. LEGEND: ......................................................................................................................................................................................................................... . BG = BLACK GUM CHR = CHERRY . 61 M-13-1F5 .................................................................:...................................................................................................................:....................................... Russell L., Jr. or Jeanne C. Miller 1902�#85 27B ELIOAK LOAM, 2 TO 7 PERCENT SLOPES HEM = HEMLOCK LOC = LOCUST 61M-13-2F1 .................................................;Joel V Schectman or Lisa Draine 3282-303 65B PACOLET SANDY LOAM, 2 TO 7 PERCENT SLOPES RO = RED OAK RM = RED MAPLE 61 M-13-211 ........................................................ ................................................................................................ Monti A. or June M. Pritchett I................... 2460-121 65C PACOLET SANDY LOAM, 7 TO 15 PERCENT SLOPES VP = VIRGINIA PINE WAL =WALNUT 61M- 13-2F3 Dhanvant H. ❑r Devyani D. Goradia 1901-391 94C WEDOWEE SANDY LOAM, 7 TO 15 PERCENT SLOPES WO =WHITE OAK ........................................................................................................................................................... 61Mw13-2F4 ...................... .... .............:.............. DEMREP, LLC ... ......................... 1700-147 ■ FHA 00 I f__ Edwards designStudio, Ill 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 Z O d , r \.! J Q 2W 0 o 0 L y w 0_ -0 W 90 Z co �a 0 E Z o 0 C O m 3 o E >,.o m r9 L O E� �o aL7_ o 0� C0 � Co -o U a � o -0-0 a= vCn �N a� T N (0 -0 C m E Q H OF �N _ .p a) o a) Steven W. Edwards Cert. No. 0931 v 12-17-18 44' Q d Al scq C CO_ Cn p E A R o� 20 N rn 3 , E ca aco ;n `6 E a� a PLTH OF o y� Alan G. Franklin �13 Lic. No. 35326 2 4,U o� 12-17-18 W s Eo S�ONAL �� o rE Q Z > �a SCALE: 1" 30' .p ISSUED: 10/22/2018 a REVISIONS: 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MAJORSPAAPPROVED 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 Q SHEET: Z O H U co Z O O u_ Existing Conditions W and Demolition Plan co OF29Lu JJJ N N 00 O N O V NOTE: ALL BUILDINGS THAT NOTE: DIRECTIONAL ARROWS CONCRETE PARKING \ ` NOTE: GUARDRAIL SHALL BE EITHER WOODEN WILL NEED A SPRINKLER SHOWN ON LOT 4 ARE FOR PAVING SETBACK NOTE: REFER TO STRUCTURAL �\ S.I. STOREY STREEGUARDN (O B A K PO SYSTEM SHALL REQUIRE AN SITE PLAN PURPOSES ONLY. 22 WALL PACKAGE FOR EACH \ WEATHERED /COR-TEN (OR BLACK POWDER Q DUMPSTER \ 0 15' so' so' 120' COATED GALV. STEEL AT DEVELOPER'S APPROVED FIRE DEPARTMENT NO MARKINGS WILL BE ENCLOSURE RETAINING WALL DETAIL AND SECTION SEE SIGHT DISTANCE \ \ DISCRETION) GUARDRAIL; SONOTUBE WALL; TYP. EXHIBIT ON SHEET 23 \ COORDINATION FOR ANY WOODEN POST MUST CONNECTION PRIOR TO PAINTED AT CONSTRUCTION 3 3 ` �g \\ BE DONE PRIOR TO PLACEMENT OF GEOGRID INSTALLATION TRANSFORMER THE GARDEN PAD ♦ / BOLLARD; r \cn \ EX. CG-9A ASSOCIATED WITH ANY ADJACENT RETAINING TYP. F NOTE: VISIBILITY OF ALL s \\ CONCRETE APRON ` WALLS TO ENSURE STABILITY AND STRUCTURAL 00® 22 MECHANICAL EQUIPMENT SPOT ASPHALT TO\Q \ 14' GRASSPAVE AND/OR INTEGRITY IS MAINTAINED. FOR INSTALLATION HVAC ♦ �®/ ° ° � � DETAILS ON THE S.I. STOREY FENCING / © REMAIN BETWEEN Z\i1� \ GRAVEL EMERGENCY ® / ,� �° =RESERVED AND FROM THE ENTRANCE TIMBARRIER-STREETGUARD PRODUCT CONTACT � e �/® °° ° � ° % � LABELED PRIVATELY FA-2 AND STREET \�2 \ ACCESS; EASEMENT IS 16' 24 ♦ /®®® / LNDO C R \R=51'r �j FOR A COMPACT CORRIDOR (RIO ROAD W.) \m ?; \ WIDE. SURFACE MUST MANUFACTURER AT 888-934-1605 WALL); TIYP. ♦ ° CARR=10' \ (BY OWNER) SHALL BE ELIMINATED. \ \ MEET FIRE/RESCUE AND/OR ONE WAY SIGN N40°51'24"E \m COUNTY MIN. STANDARDS B 4 ®®/ \ NOTE: LOCATION MAY CHAINLINK `x ♦/® / o ° •.' 12 \ p 69.58' \ CHANGE TO A DIFFERENT FENCE/SAFETY oo ®® // 8 �D.,. ° Z'° ° 1 11 \ J� / 9 OG: o \ ',, �, 0 N21 54 42 E \ LOCATION IN THE FUTURE RAIL, TYP. K J , ° P 6� KNOX B X \ �Z', THESE (5) SPACES ARE ' FA-2 \ �� ° ' SEGMENTAL 90.19 ,� \ _ \ THROUGH THE APPROVAL 22 21 ♦ LO ATICN 'L ''' RETAINING WALL RESERVED TO NOTE: ♦/ 6 ' ° ° ° Q ( \ RESIDENTS ONLY o \ OF A MINOR AMENDMENT MOUNT "DO NOT ENTER 2 1 CG-12C° = `� / SIGN ON SOUTH SIDE OF �$ / 6' `�' ` 9' HAN IC A / \ 1 \ (SEE STRUCT. DWGS) / 2 -\ �\ CONCRETE \ prAc�' ♦ c5 �\ P�%�' GRAVEL OR GRASSPAVE ♦ , N\ \ PAVING \ O ERLA i APARTMENT BLDG. ,,� ♦ 8 � ° ° ° ° D ° IGN; TYP.,D �� 3p ° ',I BLDG m LI ITS, T X Nb ° \ THIS SECTION BETWEEN \ \ \ L \ °3� =3 r'� r'- ° ° SETBACK FA-1 AND FA-2 / LOADING �\ \ 22 \ r \ PR POS N BLDG MEABGL - p 9 0 / \ R=10\ \ SPACE EO ,TYP. 2 ♦ SETBACK PAVERS - , �(� ° / STEPS/ N18°49'29"E (SIGNED) D. \ \ \ \ DUMPSTER \ ♦ R-5 0. /° ° - ` • • • - -- - \ENCLOSURE �, �0 2' PKG. � p K TYP. .� ° ° tom, HANDRAIL 34.97' T i T i � OVERHANG; TYP. 8 8 \p O R-5 Py E ♦ 6' PKG. CURB CUT 2 S' 3xQP -5' -R-20' 2 21 N07°4411 FE RETAINING oo 5 ♦ �6 J,�cn �� �,� WALL; TYP. A-1 / R=8' \ a FOR DRAINAGE �Q. ,p o�q, \ 45.97 F R=5' R=5' -1 \ 74x� s 6 1�(P• 520 6 'GRASSPAVE THIS SECTION BETWEEN / \ / / \ \ RETAINING ♦ ` WALL / ♦ �,� �� =30' � ` ' � `J6 GSA® 1� 6 � • FA-1 AND- / R=3 / p\ % R=5' �- -- PERMEABLE / CHAINLINK WOODEN R-10' \ �� / /�i \\ , `Jxo 5 ECKERSON CT / PAVERS p STEPS LOT 4A FENCE/SAFETY GUARDRAIL, = 2 / 18 ♦ • RAIL, TYP. K J TYP. SEE NOTE / �� ' \\ R=51 2 , I `�=6' I ��p, \ E O ® R=50 �6 � � � � � � SIDEWALK TO BE � (4) ISTD. SPACES \ 21 Po RELOCATED AS A oa - 22 21 ON THIS SHEET ` BLDG. S.B.L. �° I PERMEABLE)' F-Ih� • \ PROPOSED OFF -SITE PAVER BLOCKS a RESULT OF THE NEW ♦ BLDG. / PARKING i �� cs "1 LOT 6 I 15 \ ♦ SETBACK PARKING EASEMENT �q\��, ® __WLT�LGOLIDER TURN LANE. SEE 0 19 ES ZI BANDING / TRANSITION TO VDOT STD. .� a / /TOT LOT --SE, TYiP.------- °° • ` \\ DETAIL FOR DETAILS: n/ 13 S 6°4 '37" 13 \ CG-3 AND THICKEN SIDEWALK, �� C D I p Y KNO BOX \ ` \ ' PROPOSED 15�39' TO 7" AT EMERGENCY \ 24 24 -�- v LOCATION TURN AND ACCESS CROSSING \ ®\ O'L �\ I -- _ Im'Z (SEE ARCH.) C'° TAPER $ J� -PERMEABLE - �- 2' PKG. '0 3 J ------ IU) >- \ �" 7 PAVEMENT - - - -- ---61fER�� G; / �j _J 1 JIM _ BLDG TYP. � � �� / � � �� I Iw � � . I I I � I IM 27 i 1 + 13 13 / C \ \� I + ' \ / 8 ' -- - cg /- 540 TO Z TYP. o / \ i ` j I 25 _ BLOCK 1 \ \ �p MEDICAL R 32' , . - , b. • a .. • e W \ 1 I I FLAGPOLE I � • r ` � � SERVICES OF frl CURBING 6 • SUBDIVISION WELL \ , � !, 1 FOUNTAIN \ AMERICA a�. o , • PLAT REV: 1 b ENTRANCE h some off of • u, - BYQTH� RS \ {� " EQUIPMENT D m DB 5051, PG 627 I I } SHALL NOT BE-12 0 9 BUMPER 00 SETBACK ` 1 1 P C ET I ° HIGHER THAN \ \\ T 7 BLOCKS, TYP. ' n ` elf P F A I I PARKING o THE SCREEN \ a 1 C ' - :� T 1 I _(OPT ON L) B ---- WALLS OR BE \\ ° PERMEABLE PAVER R 62' I STE SPER\ 21 STREET m BLOCKS WITH SOLIDER POCKET E MEM RI�lLPLANS � ZZ • VISIBLE FROM ' - BANDING COURSE, TYP. STOP 21 2 ' 18' 5 12.5' NO LEF =25 \ SIGN; TYP. 1 I ° ®m LA WE . THE ENTRANCE \ o p ®® PARK B (R1-1) 2 ' AlI s TYP. T P. TYP. CORRIDOR; TYP. TURN ' OD 1 � ;STA�VIPE z I CG- . I LOT ' TYP_ 60' SIGN �. . \ CO C. k5� N STA. 13+36.31 NICHOLS CT = G I -- (R3-2) / COI C. I (fir• I e R 20' STA. 9+90.00 ECKERSON CT co 12C 6A R=5' LVOS�NG- 2C c� W I MONUMNENT COi - 1 TYP- - PATIOEE 2 ROUTE 659 Iv 2 .5 J 1 I1, CURBING CD -4I t f a: LU w I .a Q w 2E ___ wa oil CHAINLINK 1 I FENCE/SAFETY 1 RAIL, TYP.K I 22 21 C'VI LLE HEALTH AND REHAB CENTER PARKING DATA: BLOCK 1 z Ln �o I 1 0 I N 1 I __% I� I C- 1 I c0 1 I II II CONCRETE PAVING L 22 DUMPSTER ENCLOSURE 1 A I 23 C ® Lfj CURBING A• � .a 8 UNLIT TYPE # OF UNITS REQUIRED PROADED APARTMENTS 2 - 3 BEDROOM (2.0 PER -UNIT) W 32 0 CO M M ERCIAL (6,640 IIJ 0 55 46 TOTAL 16 87 46 BLOCK UNIT TYPE # OF UNITS REQUIRED PROVIDED AFAR-'MENTS' 2 - 3 BEDROOM (2.0 PER -UNIT) CO M M ERC IAL (6,640 GSF) 3. 4 16 0 32 55 0 50 TOTAL 15 87 SO BLOCK 3 UNIT TYPE #OF UNITS REQUIRED PROVIDED COMMERCIAL (9.274 GSF) 0 37 20 TOTAL. 0 37 20 A YY- WOODEN GUARDRAIL, TYP. BLOCK 4 - •1 SIDEWALK; TYP. A 21 BUILDING D BLOCK 5 MEMORY CARE COURTYARD • • - _ Illllllilllll /` ••.111 �•I �► � YYYYYY�Y YY - \ IY••YY•••YY• BUMPER , BLOCKS, TYP. R 20' B 22 "o, of f of w� of I mZ HANDICAP SIGN; TYP. HVAC CONDENSORS WITH PREFAB. CONC. PAD BELOW, TYP. EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR; SEE ARCHITECTURAL PLANS FOR SCREENING WALL DETAILS P RM�ABL --a-4��PERMtMNT E AVEf�IENT +TYP.P VE • . w w2E I , �Q wa a ®❑ ' � 1 ® �I ® 41 t m 1 of 14-46 28.02' 1 1 V 1. 24' ilk SIDEWALK - _ ESMT-;------ • DB 5051, PG R 32' / 613 13 I I BUILDING SETBACK CHAINLINK S46049'37"W 439.51' FENCE/SAFETY RAIL, TYP.�K 22 21 TRIP GENERATION: UNIT TYPE # OF UNITS REQUIRED PROVIDED APARTMENTS 1-BEDROOM (1-25 PER LINIIT) 12 18.0 18 2 BEDROOM (2.0 PER -UNIT) 12 24.0 24 TOTAL 12 42-0 42 BLOCK ASSISTED LI1lING 132 BEDS (3 SPACES PER -BED) 12D 44 44 STAFF - - 50 ADDITIONAL PARKING - - 19 TOTAL 156 128 113 GRAND TOTAL 172 297 271 1. Guest Spaces a re not req uired for u nits when pa rking is grou ped together (i.e. Parking Lot condition) _ 2, Apartme M pa rking to be a c m rnodated in cc m mercial lot as "SHAD E D PAR K ING_" (1) space fc r ea cb residential unit in Bloc ks 1 $ 2 tiwil I he re s e rued a nd s igned pe rrJJJ rye ntly "FO R R EIIS ID E NT IAL US E ON L 1 ,11 3. See co mrM1?J I pa rking talc ulations on this Page for details. 4. Bas ed on the approved R ezo ping (Z 2007.04 & ZNIF4-2016001715) a Parking VVa ive r was granted. This pa rking waiver ailowlrs fo r a red uction of 41 s paces. S. The pro posed as silted living buildi rig ass umes 120 bedroom a partments. E qui'rilent to 132 beds (1 s pace pe 13 beds) - lydditiona I apa rtment anftr Ws are pe rrnitmd provided the miry imu m parking is proVdad. 6. Parking shall bi� shared bet4vae n all blocks within the development a rrd with any offsite -shared parking agf L! YMe Its. r .. .. .. �► �� r w �� •• r w /�A w r R 5' 1�5.0 ' G - R=15' --- TOP �R 5 STOIP SIGN y PATI ° - TYP. ( 1-1) R=25 B II m PERMEABLE PAVE I--13 _ R1-1 'TYP 11 Z TYP. K WITH -- �( ), r 60 R=5 I BLOCKS W I I . rn 15' HIGH ¢RIG`K SCREEN CROSSWALK; 14 I SOLIDER BANDING - LLS i RO ND TYP. TYP. - I U SE, TYP. I MECH. EQUI�MENT AREA - - I - 112 I I 6.5 8 I THESE `;8) SPACES I IAR€ - REiSEkVED TO- BLDG - -__-_- FRON BLDG. SETBACK I - -- I RESIDENTSIONLY n • " ' , 4 - I /_l1LJ -----------�--N-�- ' II_III _-=_�_ ___ I --�-�- +R 1+J --UNTED ON - • B - I II I I I II I I Ie WALL) BLOCK 227 HANDICAP Lu fPER�IEABLEBLDG. L G rp _W-PVERS SIN; TYP. BUjMPER----- BUMPER BLOCKS, T,j BLOCK 3 BLOCKS. TYP. KNOX BOX BI B LOCATION 28 CONCR�TE (SEE ARCH.) PERMEABLE PAVERS f'I . °I r Cn II I II STEPS --_N 128 �r�-• p I /� E 54' a l ' o I I = M 21 i 1- I R ° KNOX BOX 3 I , g �° I I I I � I LOCATION 6.55 R 3' 4-° 18' 24' 16' 1 •7' I 47 (SEE ARCH.) 0 -_o - P °RKIf J ,.:. TYP. TYP. TY I BUM E R; TYP. < I I I 1 PATI c� + jbPTIONAL� R 5 �; ----- ----- I I I P ` )BLE GRO�JLOCATION S46 4918 W 354.45 I FOR HVAC UNITIIS. ANY DUMPSTER _ _ _ _ _ _ _ _ _ _ _ _ _GUARDRAIL: SEE NOTE THIS - - ° AS H I I -EZU1P1C7fENT��TRETR60F - ENCLOSURE SHEET FOR DETAILS - P INS I I 1 SHALL NOT BE HIGHER THAN 1 p THE SCREEN WALLS OR BE 22 I o w 0.)p o �Icn L VISIBLE FROM THE ENTRANCE I - `c ' CORRIDOR; TYP. I I? w I L 10 L-- - - - -I- - - - - I I 00 B E RKMAR CROSSING I TRIP GENERATION CODE LAND E AVG. ADJ. STREET ADJ. STREET SATURDAY SUNDAY WEEKEND PEAKS PEAKS APARTMENT 6.65 0.55 0.67 6.39 5.86 220 40 266 22 26.8 255.6 234.4 230 ITOWNHOMES (1 CAR GARAGE) 5.81 0.44 0.52 5.67 4.84 3 0 0 0.00 0.00 0.00 0.00 ASSISTED L 2.74 0.23 0.37 2.2 2.44 252 120 328.80 27.60 44.40 264.00 292.80 COMMERCIAL (35,150 GSF 2's 11.0111,000710 1.56/1,000 1.49/1,000 2.46/1,000 1.05/1,000 0 387 55 552 86 37 TOTAL 982 104 124 606 664 RESTRICT10NS/REQUIREM ENTS ASSOCIATED WITH THE STANDARDS ABOVE: 1. Based on Instkue of Transportation Engineers (ITE Manual), Trip Generation, 7th Ed. 2. Based on the Maximum GSF of Non -Residential Units found in the Block Summary on Sheet 4 in the Application Set (ZMA 201600a 15) . COMMERCIAL PARKING CALCULATIONS: PER BUILDINGS A K B PER BUILDING C FOOTPRINT 7.200 SF FOO TPR INT 4.WD SF COMME R C IAL AR EA 14.400 GSF CO MMERC AL AREA 9.720 GSF MIND 5 PE R 1UETE R WALL 720 GS F MIND PERIMETER WAL L 486 ADJUSTED GSF 13,58 0 GSF M.JUSTED GSF 9,274 GS F I 80% (NET TO GR C SS) 10.944 NSF 80% (NET TO GROSS) 7.419 NSF SPACES R1=QUIR ED (1/200 NSF) 55 EA SPACES REQUIRED (t1200 NSF) 37 RESTRIPE THESE AREAS TO SEE SIGHT DIS ANCE BLEND NEW WORK INTO EXISTING EXHIBIT ON SH ET 23 PARKING LOT / PARKING / BUILDING REGULATIONS: W LOT/BLOCK 1 11 MIN. LOT WIDTH 125' 125' FRONT BUILDING SETBACK 30, 30' FRONT PARKING SETBACK 16 19 SIDE BUILDING SETBACK oil 0' 1 SIDE PARKING SETBACK 4' 4' REAR BUILDING SETBACK 30, 30' REAR PARKING SETBACK 5' 6 MIN /MAX STORIES 1 /3 113 MAX. BUILDING HEIGHT 65' 66 III 120' 50` 5' 9 0' S' 5' 113 65' IV 19 20' 0' 9 0' 10, 5' 1 /3 65' V 59 70' 10' 10' 19 10, 5' 1 /3 65' NA [ ' a 0' U 0' 0' 0` 0 65' RESTRICTIONS/REQUIREMENTSfNOTES ASSOCIATED WITH THE STANDARDS ABOVE. 1. Interior lot lines will have a 0' setback along streets, roads, access easements or lot lines. 4' setbacks will be applied to the exterior lot lines. 2. Refer to the Code of Development on Sheet 5 for details on the Permitted Uses. 3. Curb and g I r may fall into all parking setbacks. 4. Attached units with common walls will have a 0' Side Building Setback. Side Building Setbacks apply to exterior end units. 5. All roads are private with public access easements over them. 6. Architectural features, eaves and overhangs may encroach Into Building Setbacks up to (4) feet. 7. Parking Setbacks shown are only for parking lots with (5) or more spaces. 8. Subterrain parking shall not be considered a building story. 9. Lot 6 is intended to serve as Open Space/ Common Use for Community Residents. SITE PHASING SEQUENCE: 1. SEE SHEET 4A FOR DETAILS. 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 Z OeL �.! S J Q 2r- �N w Q � �� o ) mS Z eL �^ a i0-0 O _ Z O O . U C en O N � m 3 o E _ �.o C� � `o L O Em c o � a. ca co 9` -0 = o `o > a) rn� � O CIO -2 U a� 80 2w 0- C: 21 m (n .0 > a) a) � to � c m Qm E a) w OF : a �\�PLTH /^1 O E $ UO -7 a Steven W. Edwards 17- Cert. No. 0931 U)_W75 12-17-18 I a 10 Al scq Cn PE A FL G� In N B aE �a af6i w ao rCn -0 E a _TH OF o y0 Alan G. Franklin t a) Lic. No. 35326 w 2 0 �' 12-17-18 = s Ea S� ON L �� o �E Q Z > �m � a SCALE: 1 " 30' 4 ISSUED: 10/22/2018 a REVISIONS: 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MAJORSPAAPPROVED 0. 06-13-18, MINOR SPA- APPROVED Oz 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS Q SHEET: I Layout Plan Z O H F Z O O U_ 0 w W OF29Lu 1.1 r, N 00 0 N O V ■ C'VI LLE HEALTH AND REHAB CENTER i \ \ 0 15' 30' 60' 120' THE GARDEN `\ l000 SPOT ` A \ `\ i • o M\ P ♦♦ PHASE4 r♦ • \ \\ PHASE 4 OPEN SPACE/COMMON USE FOR COMMUNITY RESIDENTS PHASING LIMITS; TYP. I 1 1 1 11 I 1 I I I I I I I I I I II I I II I .a I I I I ►I II II/ SITE PHASING SEQUENCE: OD6UR RD ROUTE 65 1. CONSTRUCTION IS NOT INTENDED TO DEVELOP ALL AT ONCE BUT RATHER IN PHASES. THE PHASES INDICATED MAY BE PHASE 4 INCLUDES: REARRANGED AFTER PHASE 1 AND NOT DONE SEQUENTIALLY TO MEET THE APPROPRIATE CONSTRUCTION ACTIVITIES. 3 PHASING IS TO ENABLE THE DEVELOPER TO BOND ONLY THOSE PORTIONS OF THE PARTICULAR PHASE UNDER ALL IMPROVEMENTS ASSOCIATED WITH THE APARTMENT AND ECKERSON COURT. MEMORIAL PARK IN POCKET PARK A CONSTRUCTION AT ANY GIVEN TIME AND TO PERMIT INCREMENTAL RELEASE OF BONDS ONCE COMPLETED. MAY BE ALLOWED TO MOVE INTO A LATTER PHASE AT OWNER'S DISCRETION. SWM POND MAY BE INSTALLED SOONER AT OWNER'S DISCRETION IF NEEDED. _ _ r r r r .. .. .. .. .. .. .. .. Ab-. 2. THERE WILL BE NO MORE THAN EIGHT (8) PHASES. PHASES MAY BE BROKEN DOWN INTO SUB —PHASES AT ANY TIME AND AT THE OWNER'S DISCRETION. PHASE 5 INCLUDES: 3. THE OWNER SHALL MAINTAIN A RUNNING TALLY OF WHICH LOTS/UNITS QUALIFY AS "AFFORDABLE" IN ACCORDANCE WITH THE APPROVED PROFFERS. SEE SHEET 2 FOR THE APPROVED PROFFERS. THIS TALLY SHALL BE SUBMITTED TO THE ALL IMPROVEMENTS ASSOCIATED WITH BUILDING A. COUNTY AT THE BEGINNING OF EACH NEW PHASE OR BUILDING PERMIT REQUEST. PHASE 6 INCLUDES: 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 BE INSTALLED BEFORE A CERTIFICATE OF OCCUPANCY IS GRANTED ON BUILDING D. LANDSCAPING AND UTILITY IMPROVEMENTS ALONG W. RIO ROAD ARE ALSO INCLUDED BUT MAY BE ALLOWED TO MOVE INTO A LATTER PHASE IF CONSTRUCTION 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 TO CHARLOTTESVILLE HEALTH AND REHAB CENTER. NOT INCLUDED IS ANY PEDESTRIAN ACCESS INTO BUILDING C FROM PARKING ON LOT 5. PHASE 3 INCLUDES: ALL IMPROVEMENTS ASSOCIATED WITH BUILDING C. ALL IMPROVEMENTS ASSOCIATED WITH BUILDING B AND THE INTERCONNECTIVITY ACCESS TO BERKMAR CROSSING. ANY AND ALL POSTPONED SITE ELEMENTS (I.E. MEMORIAL PARK, LANDSCAPING, FLAGPOLE, SIDEWALKS, ETC.) 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 L.L � Z •� W 0 W Q CZ Z J W 'ter' O Z O JJJ - a U �QC 8.0 o-0 =N Q� �o W EL co L O N � O O U �V1 -E N O lu "UO N m 3 c iu o E ° >,.o m r9 T'C � O � L O E C O N N a w O O 'O > N � O) (d C ° Co U t a � O O Qc m w a ° > N (0 � � C C (CD m E Q PATH OF y fl 2-7 $ UO a C5 Steven W. Edwards Cert. No. 0931 v a 12-17-1805 C:_ scq Cn p E A FL (n rn 3 � E � o af6i w a C c N `6 E a� _TH Op �/ o / U = Alan G. Franklin Lic. No. 35326 w o ,o 12-17- s S�.ONA L SCALE: ISSUED: REVISIONS: QE E ° �a) o E r Co = °'L z°> a� a ill 30'=c' .F C 10/22/2018 a 0 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MAURSPAAPPRCVED 0. 06-13-18, MINOR SPA- APPROVED Oz 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS Q SHEET: Z O V I— Z O U W O W W Phasing Plan W OF29LU 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 a N 00 M 0 N O r- V ■ r. • • 1 OAK • � 1 • . ��7f■! � . • • - � ``/ 1 I -_ _ � ,I� �a a ■r•■•: n■ - • - � � - \ � � ,- 7! - v ma's �Io■■o■n■ WM • ". • i YII» ^! .. � • •� Donna ` \ ` � � \? --_ / gin■ �oou ���'.ai •►•�>II�1t,11.��I>I1�►� � \ '-'ram- \�� • \ At.. nn I■o■r■i • »» 1 ►I I it • ♦ �m ou.n. >IAri�>IIIII':,I`.IIII,I%�`s '�'7` �� � � •• ° � 1' . � I€� . � ■■. .■.■■■ �� � � I�/I��%Lr<,!� �IACIC►I»III>II>I • . -.- Y��. � oon■oo. \ � / • • • ' � � � �:• n-Don•- • 1. >II� �>I>IIIII,• >•.A�AIt�C`i�� ,III>I �\ � �/ 1 • \ loon000.. • • • I>-�»»>♦ ♦III» � � .,�I�IO • %� • 11 n-un■■rn _ , \_ � .�/ Lei 1 /'• � • ,i Ino■■■■■■■ ... ;�► ��_ ��-fir A � 7 1 : 11 � -- = ��: j!/ u:::°n:::iu ®��� •�� , . ., . /� •Nor rill I�::::::::::• �e J �� �..- r : I L. \ /��■ �®'ten •■n■mo• • 11 • - • / ■o.uuu•c � �. �, - : • � -�i,� ,era:.-- �� ....r....n -srla-1 omu■■n �1 i 1 ` ono __ :�■n.nnin ■noou � 1 A... i, DIY • -------nu ` 1 noon..u■ • - • - • - • 1 o.onnnn • I I> - • I' '--------1 of • /l©�I 1 ■■■■.■■■ni■ 1 ------1--. -■ Door on Li . C . �^� � . 1 1 ..air. r�■.� z�caa-. -►.� I `O � ►' I:rii':::ni■ • i i117 'I■g•�I i�w,' `� `t. •f • , `� • - ----t ■■-�. � ,� oo -10111 ■o n • o■n ■ : . - ' • • . - • __.i • • � - � Ufa-- ---1� omno.o. ------ '� ■Ar ■■......-1. •■ I 1 i■omon■i 11 I • 1 1� ■cai..IS.TG1•J- ---■■II � Y� 1..■.un■.ol �IIII: ► : • • . IIIIII • I �_ �� •„ _ • • • - �: , ! '? =i:eeeeeee::e '' 1 IRIS; :� n �- � � - • : � II � •-_•� �� 'N . I : • i2e2e�2e� el � � 1 1 �1• •;__=_,%LI� � I I .� I �' '� • . I • • • • � • � err. c � ��♦• .omoon - ,1 , , . ■-Y•1�1 , Dun.■.■■. � I, i� : 1 1 - II - =' � • • - . . - • li�l•I \ r- � I •--I � / noounn I inonnou I {� . - 1 • / • , IIII► -I IL `® �• o.■u..■ �. ►• rF' III■_ : I U -� _�I�_� 1 , ■■■■I■.■■■i. • �� JI. I , '.oioun■ f• icvnmo■. IWWRAIWM am Now - it • . - �� 1 / ' . - \ /i _ �, �__ / �_-,.►tz� - �, ........... M low 01 I _ I _ J�Y1ism. _ • I = I • � .Doom■ • ME n■noon- no.onnl■ P - ✓e 1 1 r i.onn■nn , Ynnonn _ _ sell I II�i1�1��1�i1_�,J���Irb 1�►r\ w �.. I rFFP--, �/ • • • it L,•`�, , _� ■■.■.■■.■■■ 1 . 4 • 1 moo•••• • 1 i • • 1 1 I 1. ����- 1I : 1 : 11 • . . � . 1 � 1 no-oml. n■ n.■nn. \ o.00nnl■ . • - • • 51 - • :� I •� . • - I _�_ _`� / 'm�:::Din I SEGMENT •: o �i',1� I r� 11 ,� li` .• , :.�� all � �• � � -. -• . �1�:�\I ���� X`�� • 1 . '� _ .ate • 1: I <S<;< I� i1 ► _ err / 1 • I HEALTH AND RETAINING WALL REHAB 4 82.50 C ° • n� 4.92 .. •. . • • o • • \„ • ° o -• -' • ° •. • o • - � / I • • \ Ili✓v 9 CO o SD • • e o / TW576.00 - 570 / a 82.38 - TS 584.86 82.22 7�//TC I = l - - -S11V 5T�_60` _ - �W57 ETA"NGf 0 l f PERMEABLE --*--PERMEABLE �E€ST 7SS WAL zBS 583.30 'I l I�m74,.99 � - _ - - - - - - �- 560 l� PAVERS PAVERS (3) 6.25" R ST �� TW 5.6 i SD / CO � / ISTING L€YL ND-GYPR1=SS TO BE / �I ss / -�• - - - ss l "Mill ,BW575 4 �� P�E�EF>�FEB PER hlOfiE ON S EET 3. \ o 6" PAVER UNDERDRAIN, TYP. I °° -560 HP -TIE TO STORM INLETS, TYP. � ,� / I � e = ,�� E�ONC. WALL �- � EX.�NC�IVAtt- - p o / w / ZP2 8' PRIVATE ES WER R o 0 / II -- �i� SI E L� - - - A / �1.78 �82.88 1`" / 81.621 � `\2 - SD '°"°�������� E� T. %' TO ARY / I I o o �� 1 81.51 _ \_ 1//�'Gjjl / I P F7 0 1.0 �a 1.0 7° � h _ g n� N /CO STR CTI I� N 2LP " - W582.00 581.00 TW58574.00 BW5� 578.00 NOTE: SPO 1 S SHOWN FOR WALL RELATE TO TOP AND OUTSIDE WALL FACE. SEE WALL DRAWINGS FOR DETAILS APPROXIMATEE LIMITSOF TREE SAVED AREAS; TYP.o/-0\ RESIDENTIAL DI- T � I 'b IfSD �o- -all, / 547.EX. 1-1 / / 8" ACSA C O ss INV. IN 575.103 RIM 547.74 / • S ��A / L TW8Q00 580 F8 TW580 Op ZB \ INV.IdUT 544.83 INV. 545.11 �i SS / / TIETO EXISTING T 4. T 0. o/ ///---------- PARKING LOT I OTE: SAFETY RANG>TO--BE- / j W / 20' DRAINAGE INSTALLED ON TOP WALLS30" ORG ATER'F SRETAINfRtP1N�_-560-�-560 EX. DI-1 RIM 550.11 INV. IN 544.32 1 INV. OUT 544.32 EX. SMH BRKMRCR-1-2RIM 549.27 INV. IN 542.75 INV. OUT 541.29 EASEMENT(EXISTING) I\ / S 2 O NDE G USTOQUALI Y UNI I VSM oEX. DI- � (14) 54 .94 INV. 9. 1 BERKMARCONSTRUCTMHO�ZA1 / SS UBICROSSING RIM 545E (1N LLJ V. OUT 541co i (.18"R P _ EX. 1-3B RIM .21 INV. IN 5INV. OUT 537.32Cn M M EX. SMH / I mRIM 546.92 EX. SDMHilEXBP•INV. IN 542.5± RIM 543.05 In INV. OUT 542.32 INV. IN 537.66NV. OUT 537 �D 1 46.29 W TEPLI24"R P SMHI�M 46.14 1 V.39.04 NOTE: FOR ADDITIONAL DETAIL AND INFORMATION REGARDING THE PROTECTION METHODS OF THE EXISTING TREES SEE SHEET 6, TITLED CONSERVATION PLAN . 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 L•J Z O a r , J /I` 0- on Wl�r..,, 3 YL-0 1 • Z eL ^W a t0-0 O _ Z Q o0 U 1 C � O m 3 � O E T.o m r9 O L O EM O O w N T. c (0 C a IF j O O c � M -o U a m �a o� Qc ll N a � T N cc �> M m E Q Iv N OF a ��PLTH $ Up -7 a Steven W Edwards (e . Cert. N o. 0931 � rJ 2 12-17-18 �`' ° 05 O �� N q PE ARG -o L (n a� aE 2 M a o c Cn 1E a PLT H OF O\ 're U ZV'Y O Alan G. Franklin Lic. No. 35326 w 2 0� 12-17-18 ? .52 W, s S/ ONA L �_ r- M o E r m Y7 Z O c cn SCALE: ill 30' PM ISSUED: 10/22/2018 a In REVISIONS: 0. 02-08-17, APPROVED BYBCS 0. 06-19-17, MA)ORSPAAPPRCVED 0. 06-13-18, MINOR SPA- APPROVED Oz 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS Q SHEET: z O z O U O U- W Grading Plan W OF29LU a N O N 00 0 N O V NINE ' / �• . — — — / NOTE: CONTRACTOR SHALL FOLLOW ALL THE RECOMMENDATIONS OF THE ARBORIST TO ENSURE ♦ ° \ �\ . / / • °� THE SURVIVAL OF THE TREES BEING PRESERVED. CONTRACTOR WILL BE HELD ACCOUNTABLE FORN. 00 ANY TREE DAMAGE RESULTING FROM THEIR OR THEIR SUB -CONTRACTOR'S ACTIONS. CONTRACTOR \ ♦ / / � SHALL BE SUBJECT TO FINES FOR DAMAGES AS // / �. ♦ OUTLINED IN THESE PLANS. ALL DAMAGES WILL BE \ / / _11 DETERMINED BY ARBORIST. SEE SHEET 6, APPROXIMATE LIMITS � � ° — CONSERVATION PLAN FOR ADDITIONAL - .• •' ''•• � OF TREE SAVED / — � ¢ AREAS; TYP. / � � / S— / ♦ INFORMATION. � � 1 N _ ID 1A . 6 TIP 4 V A I ° / G — G — G —� A m G �� Q \ \ I I � �I GAG �5 � L0 I P \ �� �� / , • / / G G 2J � �G / i �Q — -� I c• v , Y, ADJUST-TREE PROTECTION �� I 3 FENCING TO ACCOMMODATE — — — SITE PLAN MODIFICATIONS; 70 5/ 0.I I TYP. pis — — �V wL0 , • �' W w —W w w �✓ vvw , - 1 V / G G G G G G G G G G G G G G G G % G' G G G G G G °J / G � / °Zm A 7> ■ CONSERVATION PLAN CHECKLIST: (HANDBOOK, PP 111-284-111-297 FOR COMPLETE SPECIFICATIONS) I 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 OF 1 PROTECTIVE FENCIN • GRADE CHANGES REQUIRING TREE WELLS OR WALLS; PROPOSED TRENCHING OR TUNNELING BEYOND THE LIMITS OF CLEARING; 2. MARKINGS: ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED BY A COUNTY INSPECTOR. 3. PRE -CONSTRUCTION CONFERENCE: TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE. 4. EQUIPMENT OPERATION AND STORAGE: HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED. I 5. SOIL EROSION AND STORMWATER DETENTION DEVICES: 1 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 BE SAVED. 8. PROTECTIVE FENCING: TREES TO BE SAVED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY SHALL BE PROTECTED BY FENCING. FENCING SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION. 9. TREE WELLS: WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE SAVED. A TREE WELL 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. A TREE WELL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 1 11. TRENCHING AND TUNNELING: 1 WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING IT SHALL BE DONE AS FAR AWAY FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE SHALL BE CONSIDERED THE PREFERRED ALTERNATIVE WHEN IT IS ANTICIPATED THAT TRENCHING WOULD SIGNIFICANTLY 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 OTHER METHODS RECOMMENDED BY AN ARBORIST. NOTE: IT IS THE DEVELOPERS RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 6/13/2017 OWNER'S SIGNATURE DATE CONTRACT PURCHASER SIGNATURE DATE KEY: TREE PROTECTION FENCING- SEE DETAIL BELOW TP TP TP TREE TRUNK ARMORING- SEE DETAIL BELOW TA 10, 10, T%/M T/ M MAll Y BALL POST CAP POST BAND DRAW BAR (1/4" X 3/4") 2 1/2" ODTERMINAL POST AT ALL CORNERS AND INTERSECTIONS 2"X2"X9" GA. FABRIC KNUCKLED TOP & BOTTOM i— -- -- — -- -- -- -- — L s 6 • _ G\ d d I / w\ c _ _ c� I / / / 30 N O i _ I I 560 1 ---TP F77 4 I ° / I o v C7 O S T UG U Et UGE UGEE G - . � S I / / a°°• / ❑•,❑ I I S / I I S � S / wo ❑ ❑ nn , e • •• - N I C �S C U FT / O W W W �WTH / I i O I h a d 1 I I O, 1 I • � I -- a I / 00 I I / / BUILDING D � �' 32 ` � 57 �� Y I � � w I � I � I � I a: G I I /moo I - I �,, - I r�\� •1 l `, -13 I F-311 " I I /� I I I I - TP / I -I I u; / I o / 590 / a , , I •� BLDG I� j� BLDG. C /B � — I �a LU I � a . �i I' o / - O II / / C)° \/ a s G — — G G— G I o °• W 4 4 O 584• .• �// ' -— —- — -- — -- — J •, i• — — --- a \ i — _ SIDEWALK; % 1 — — — — — — 560 _ • / O O e° APPROXIMATE LIMITS OF \ / — --TREE SAVED AREAS; TYP. / 1 /� /�/ _ —560— —55 — — I — — O TYP. I 3/8" TRUSS ROD AT ALL CORNERS AND INTERSECTIONS WITH TURNBUCKLE 11 ' 0/ j\\j --OPTIONAL: 2 O.D. LINE //\ \//\\; iv �// \//� 7 GA. BOTTOM TENSION WIRE POST; TYP. %//% �/j �/j OR 1 5/8" PIPE; SECURE FABRIC �ii�//� TO PIPE WITH 9 GA. TIE WIRE EV. FRONT ELEVATION TYP. LINE POST TYP. CORNER POST 24" O.C. FOOTING FOOTING TEMPORARY CHAIN -LINK FENCE 6 % ELEVATION, PERSPECTIVE ------- --- 584 580 / / // / / • S • 0 I PIPE SPACIN 2"X2"X9" GA. FABRIC CHAIN -LINK FENCING ?" O.D. LINE POST SLEEVED IN 2 1/4"X24" CIA PIPE; FOR END POST SLEEVE IN 2 3/4"X24" DIA PIPE; TYP. NIRE TO SECURE CHAIN -LINK FENCE TO 'OST 'IPE SLEEVE; TYP =INISHED GRADE =CTIVE NOTE: ALL WIRE FABRIC AND FENCE HARDWARE SHALL BE GALVANIZED FABRIC SHALL BE INSTALLED ON THE OUTSIDE g � TRUNK ARMORING N..T.S.T.S. 6,) DETAIL 1. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO DISCUSS TREE TRUNK ARMORING CONSIST OF 2X4X8 PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND TREE SOUTHERN YELLOW PINE BOARDS PLACED ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO JUST ABOVE THE ROOT FLARE. BOARDS MONITOR TREES FOR STRESS AND / OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY ARE SECURED WITH GALV. WIRING. GAVL. OCCURANCE. WIRE SHOULD NOT TOUCH THE TREE TRUNK. ONCE CONSTRUCTION ACTIVITY IS COMPLETED WITHIN TREE'S DRIPLINE OR 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND TREE ARBORIST 48-HOURS IN ADVANCE OF NEAR THE TREE THE TRUNK ARMORING ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE MAY BE REMOVED WITH THE PERMISSION PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN OF EITHER THE PROJECT LANDSCAPE COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY ARCHITECT OR CERTIFIED ARBORIST. TREE ARBORIST AND LANDSCAPE ARCHITECT PRIOR. 3. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE 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 ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. C � TREE PROTECTION NOTES N..T.S.T.S. ` 6,) \ O) 1 120' 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 TWA J Z O d J 0- o . - oN 0 W Q3 �_° f �c OO �Ej CIO =a p E Z o 0 U m 3 uS o E _ 31.2 `o L O E� o � w o a. -o := o ca -o U �a oa) 0- �N �M T N (0 � E> �CU m E n a� w H OF P a $ Up -7 a 90 Steven W. Edwards eL Cert. No. 0931 v a 12-17-18 d Al a \ scq � N p E A FL �� In N L 3 � E �a ao m E a� 0 OF o ��PLTH ya Alan G. Franklin Lic. No. 35326 w 2 0� 12-17-18 ? W, s � s/ ONA L �a) o E r m U'L 0.6 Z> c W� cn cn SCALE: ill 30' ISSUED: 10/22/2018 a In REVISIONS: 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MAJORSPAAPPROVED 0. 06-13-18, MINOR SPA- APPROVED Oz 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS Q SHEET: Z O H Z O O Tree Conservation o W Plan a W OF29LU CONSERVATION NOTES: TREE DAMAGE FINES TABLE: TREE PRESERVATION AREAS NOTES: 1. TREE PRESERVATION AREAS SHOULD BE APPROVED IN ADVANCE BY THE ARBORIST. ALL DEVIATIONS FROM THOSE PLANS, OR ENCROACHMENTS ON DESIGNATED PRESERVATION AREAS SHOULD BE APPROVED BY THE ARBORIST. FINES FOR TREE DAMAGE MAY APPLY. 2. TREE PROTECTION FENCING SHALL BE PLACED BY THE CONTRACTOR BEFORE THE START OF CONSTRUCTION. NO CONSTRUCTION RELATED OPERATIONS SHALL OCCUR WITHIN THE PRESERVATION AREA WITHOUT APPROVAL FROM THE ARBORIST. THIS INCLUDES; PARKING, TRAFFIC, MATERIAL STORAGE, TOPSOIL STORAGE OR CLEANING OF EQUIPMENT OR TOOLS. ALL CONTRACTORS SHALL BE MADE AWARE OF THE PRESERVATION AREAS AND THE CONSEQUENCES OF DAMAGING TREES DUE TO NEGLIGENCE OR DISREGARDING POSTED PRESERVATION LIMITS. 3. BECAUSE OF THE EXTENSIVE ROOT SYSTEMS ON MATURE TREES, EVERY EFFORT SHOULD BE MADE TO DISTURB AS LITTLE OF THE NATIVE GRADE AS POSSIBLE. ON FIELD GROWN TREES, THE DRIP LINE OF THE CANOPY IS A GOOD STARTING POINT FOR THE LIMITS OF PROTECTION. AS A RULE A TEN FOOT RADIUS FOR EVERY FOOT OF DIAMETER AT BREAST HEIGHT (DBH) SHOULD BE A MINIMUM CLEARANCE. IN AREAS WHERE THAT MINIMUM DISTANCE IS NOT POSSIBLE IT IS BEST TO TRY TO INCREASE THE UNDISTURBED ROOTING AREA ON ANOTHER PART OF THE TREE TO COMPENSATE. CONSULT ARBORIST IF QUESTIONS ARISE. 4. TREE PROTECTION SHALL BE EITHER CHAIN -LINK OR WOODEN PANEL FENCING. 5. CONTRACTOR SHALL MULCH THE PRESERVATION AREA DURING CONSTRUCTION WITH 2-4 INCHES OF WOOD CHIPS TO HELP REDUCE MOISTURE LOSS. ARBORIST TO ADVISE CONTRACTOR PRIOR TO WORK. TREE REMOVAL NOTES: 1. LARGE TREES ORIGINATING IN NON -PRESERVATION AREAS THAT NEED TO BE REMOVED CAN BE FELLED WITH HEAVY EQUIPMENT AND HAVE THE STUMP REMOVED BY ARBORIST. 2. TREES ORIGINATING IN A PRESERVATION AREA NEED TO BE FELLED WITH A SAW AND HAVE THE STUMP GROUND TO REDUCE DAMAGE TO THE ROOTS OF THE REMAINING TREES BY ARBORIST. 3. TREES ADJACENT TO A PRESERVATION AREA SHOULD HAVE THE ROOTS CUT WITH A TRENCHER AT THE EDGE OF THE PRESERVATION ZONE TO LIMIT DISRUPTION OF THE REMAINING ROOTS, OR BE FELLED WITH A SAW AND GROUND BY ARBORIST. EXCAVATION EXCAVATIONS FOR ROADS, WALLS AND FOUNDATIONS CAN DAMAGE TREES BY TEARING ROOTS. WHERE EXCAVATION IS NECESSARY, TRENCHING THE LIMITS OF EXCAVATION WILL DO LESS DAMAGE TO THE REMAINING ROOTS. ALL ROOTS OVER 1 '/2 INCHES IN DIAMETER SHOULD BE 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 DETERMINE SCOPE PRIOR TO CONSTRUCTION. GRADING 1. 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 MINIMAL IMPACT, ASSUMING THERE IS NO OTHER TRAUMA TO THE ROOT SYSTEM 2. THE NATURAL SOIL LINE AT THE BASE OF THE TREE SHOULD BE MAINTAINED UNDER ALL CONDITIONS. ARBORIST TO DETERMINE AND ENFORCE AS NECESSARY 3. IF THE GRADE HAS BEEN RAISED, THIS MAY MEAN INSTALLING A TREE WELL. WITH SIGNIFICANT GRADE INCREASES, AN AERATION SYSTEM MAY BE REQUIRED. ARBORIST SHALL CONSULT WITH THE OWNER IF NECESSARY. 4. IF THERE IS SIGNIFICANT GRADE REDUCTION, THIS MUST OCCUR WITHIN THE LIMITS DISCUSSED UNDER TREE PRESERVATION AREAS AND MAY REQUIRE A RETAINING WALL. SIGNIFICANT CHANGES IN THE GRADE THAT EFFECT TREES TO BE PRESERVED SHALL BE DISCUSSED WITH THE ARBORIST AND OWNER AT THE BEGINNING OF THE PROJECT. 5. FINAL GRADING WITH HEAVY EQUIPMENT SHOULD ONLY OCCUR OUTSIDE THE TREE PRESERVATION AREAS. SMALL TRACTORS CAN BE USED FOR GRADING WITHIN THOSE AREAS IF NEEDED OR BETTER STILL THE GRADING SHOULD BE DONE BY HAND. GRADING SHOULD TAKE INTO CONSIDERATION THE CHANGES IN WATER PATTERNS CREATED BY NEW HARD SURFACES AND THE WATER NEEDS OF THE REMAINING TREES. ANY GRADING WITHIN THESE AREAS SHALL BE OVERSEEN BY THE ARBORIST. MULCH MULCH 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 CUSHION THE EFFECTS OF CONSTRUCTION EQUIPMENT AND REDUCE MOISTURE LOSS. ARBORIST SHALL ADVISE OWNER AND DIRECT CONTRACTOR AS NEEDED. WATER BECAUSE OF ROOT LOSS DURING CONSTRUCTION, IRRIGATION TO SUPPLEMENT NATURAL RAINFALL MAY BE NECESSARY. THIS IS ESPECIALLY IMPORTANT DURING PERIODS OF DROUGHT OVER THE NEXT FEW YEARS. ARBORIST SHALL CONSULT WITH THE OWNER AND DIRECT CONTRACTOR ON AN AS -NEEDED BASIS. COMPACTION SOIL COMPACTION CAN BE DETRIMENTAL TO EXISTING PLANT MATERIAL AND DISCOURAGE THE PENETRATION OF NEW ROOTS. IT CAN ALSO REDUCE THE EFFECTIVE ESTABLISHMENT OF NEW MATERIAL. 1. AERATING THE SOIL MAYBE SUFFICIENT IF THE COMPACTION IS NOT TOO SEVERE. 2. MORE COMPACTED SOIL MAY REQUIRE THE ADDITION OF ORGANIC MATTER AND EVEN TILLING. 3. UNDER EXISTING TREES: • INJECTED FERTILIZATION HELPS IMPROVE AERATION. • VERTICAL MULCHING, WHICH INVOLVES DRILLING HOLES AND FILLING THEM WITH ORGANIC MATTER, CAN BE USED IN MORE EXTREME SITUATIONS. FURTHER TRAUMA TO ROOT SYSTEMS, SUCH AS TILLING, SHOULD BE AVOIDED. PRUNING 1. DURING CONSTRUCTION ANY LIMBS THAT ARE IN THE WAY OF CONSTRUCTION OR POSE A HAZARD TO CONSTRUCTION CREWS SHOULD BE PROPERLY REMOVED BY THE CONTRACTOR AFTER CONSULTATION WITH THE ARBORIST. ■ Kerr Tree Calipe €. TBR Tree Va luatlon Crlterla Bond A mDunt 1 Owner ray2s1 menk 2 Rem l replacement I Project Value 5 Total Tree Copt 1 Amencan Holly 12' 1 D 10 1 WD 1 IXE D 1 WD 10C10 1COD 0 0 100D 0 D D D 0 1 WD 1 DOO 1000 0 0 D 0 0 0 D C D D O 0 0 0 D D D O 0 D 0 E- D 0 U D D E- D D D U E- D D D 1 WD 40 O 200 0 O 250 0 0 O 0 0 2265 4e7 1610 0 0 0 e 0 0 0 0 e 0 0 a O 0 0 0 0 0 a 0 O 0 0 0 0 0 O 0 0 e 0 0 0 0 0 0 e 2295 3000 3EDD 3DOD D 3D00 3000 3D]D D D 3D0D 0 D 0 0 5DDD 5COD 3000 D 0 D 0 0 C D 0 0 D 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 D 0 0 0 5DDD 15W 15M 15DO 0 1500 15M 15D3 0 0 t500 0 D 0 0 15W 15W 1500 0 0 D 0 0 D 0 0 0 a O 0 0 0 0 0 O 0$ 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 O 15DJ 1UM 1ODD 200D D$ SOD 3000 50D D$ D$ 500D 0$ D$ D$ D$ D$ 700D SOD 500D D$ D D$ D# D D$ D$ D$ D$ 0$ D$ 0$ 0$ 0$ 0$ D$ 0$ 0$ O$ 0� a 0$ 0$ 0$ 0$ 0$ D 0$ 0$ 0 0$ D 0$ 0$ 0$ 70131) Is $ $ $ Is $ $ $ $ $ S $ $ $ $ S $ $ 61500,00 61500,00 7,540,00 - 61000,00 %700,00 61000,00 - - 10,7813.00 - - - 16,765,00 i2580,00 12,110.00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 16,7 5,00 A 1 A Red Oak 14, 2 Red Oak 20' 2A Walnut 12, X 3 Wa9nut 19' 4 White Oak 18'' 4A Cedag 14, 45 cedar 1 U' X 0�dar 10" X 5 Red Oak 5A Red Oak 15" 8 RM Oiak 2S, X 6A HDIIY 15' X 6B Red Oak 10" X 6C Red Oak 12" 7 Whitt Oak 47' 6 White Oak W' 9 White C�ak W1 10 Red Oak 24' X 1OA Red Oak 20' x 10B Whitt Oak 4Q' X 1OC White Cak 20" X 10D White Oak 2O" X i OE White Oak 421 X 1017 Holly 15" x 11 Re[IOak 24, X t 1A Red Oak 1 �r' X 11 B Red Oak 1 S" x 11C vidpinia Pine 19, X 11 L) Vi inia Ririe 1 5?' X 11E Vi inia Pine 15" X 12 White Oak 32" X X 1 White Oak 20" 14 White Oak W, X i4A Black Gum 15" x 15 White Oak W1 x 1$ White Oak W1 X 17 White yak X 17A Hemlock 0" X 18 Red Oak 3S" x 1!J White Oak 50" X 20 Mite Oak 24" X 21 White 13ak 27" x 21A Calk NA x 22 White Oak -Cl X 23 White Oak 29' X 24 White Oak 43, X 24A OUR NA X 24B Hi:Aly 8" X 25 White Oak 33" X 26 White Oak V, X 27 White Oak W, X 27A Hemlock 12, X 28 White 0.9k 18" X 2O White Cak xI X 31 Whitt Oak 36' 1 WD 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D D D D 0 2500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 B 0 0 0 0 0 0 0 0 0 0 0 500D 0 0 C 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 D 1500 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 O D 7001) 0$ 0$ D D$ D 4$ D$ D$ 0$ D D$ D 0 0$ D$ 0$ 0$ D$ 0$ D$ 0$ f) D$ 0 0$ D$ D$ D$ 0$ D$ D$ 0$ D D$ $ $ S $ S S $ S S 17,0D0,00 - - - - - - - - - - - - - - - - - - - - - - - - - - 32 White 0.9k 46, 32A Mite Oak 0" x KS Hemlock 6' x 320 Hemlock 6" X 33 Red Oak 44' x 33A Holly 10" x �B d 5" X 3�3C Red Oak 12, X 3A Red Oak 24' X 34A Cedar i Cr' X � 48 Qdaf F" art 35 Red Oak 20' X 35A Red Oak 10" X B Holly 0" X X 35C Holly S' :315D HDIIY 10" X 36 Walnut 27" X WA Cherry S" X 37 Lacusl 1 T X .39 White C�ak .Cl X :x A Cedaa 0" X 38B Red Maple 10' X X 38 White Oak 48" A Hc4ly 0" X 40 aerry 19, X 4CA WaIrRA iCr' X 41 Red Oak 27 , x 42 Cherry 22' X 43 Cie 24' X 44 Recl Oak 29, x 44A Cedar 15" x 44B Red Oak 15" X 44G Cedar 12, x 44D Virginia Pine 15' x 44E Ce{lar 2Q' x 13,000.00 S 11 36O 00 $ 49,000.00 $ 1-9, 50Q DC $ 51,000.00 $ 143560,00 NOTES: 1. Bmed on tli! apprbv�d pn ff�n� 5y the Albemarle Qourfty aWrd CC Sup r-. W 1?11312007. 2. Based on aoutual cost paid by the Owner to -date kw consulting services by Van Yahres Tree Cm pang. 3. Assumed prig For rerma%Al by Van Ya-hres Tree Cam pang+ based on their empirical d eta. Contractor to pay actual oest i nc used s hould the tree need to be remmed due to cormtruction related reams. 4. Based on empirical data lz�y locale lasni:15cape DorttrautDrs to install a N'-caliper oak tree. Oonbrautcr to pay actual cc5t inoun-ed s hDuld the tree need to be remo).ed due to construction related rem 5. Based on perception of project nostalgic character, tree health, marke:ti,ng and promises made in publ is to save these particular fines 6 Tree 31 rill dD,+rn for natural. rea5pnz, nn Fennaary 25, 2019 fm natural reasons Bond to he reimWrsed by the minty 3 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 of M Z. ......Z: w G 0 LLI G � Q Z J I..L w03 O Z i - JJ a rO1 V o �a �Q C o.N a� on L N 0_-0 �O iI1 W �UE L a co =a o 0 U �V1 .E 2� lu -`o aF m 3 �o E �.o m r9 � L `o E� c 0 0 a� A� o a> 03 C c Co -o U t a o o v ac �N a� T (0 � E p �> C (CD �E Q T H OF N c o m s) a Steven W. Edwards Cert. No. 0931 v a 12-17-18 Al N a scq p E A R 2 N N �� T H OF ���c U Alan G. Franklin Lic. No. 35326 ,� 2 12-17-18 ,- N�S/_ONAL SCALE: ISSUED: REVISIONS: r= � yin Ida) o E r m U'L Z O Lo c N � N o 1"30' 0)c 10/22/2018 a 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MAJOR SPAAPPROVED 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 Q SHEET: Z O H U H co Z O U O Tree Conservation o W co Notes a W OF29Lu •11 590 570 560 550 540 a N 0 N O V PVI STA = 14+00 PVI ELEV = 585.04 A.D. = -11.04 K=Srn 56.0 ' VC w Z N P. ELEV = 559.54 J U? 00 L.P. STA = 10+70 � Lo VI STA- + N CC) z PVI ELEV = 55 .04 + 00 U w A.D. = 12.00 + 00 LO - K=15.00 CY) 0- J JN o EXISTING GRAD > Lu w + 180' VC PROPOSED GRADE W o_ oQ _z 0 w -1.04°/ O Lu o � o O o o LO Lo O N co � O N i oolo 0 X QD Ln r H w i Q. vLLI O LH J w o / LL_ O coO o+ U -1 Z a / W - m (n / -2. 0 0 m w U w Z Z 1 p I Q p 1 p w w 0 Cq - 0 0 � H u5 co v�i u) vi u5 Ln - r` b- - � ELn LO LO - 00 - N A M �� N ti - OpU bCC O0� � b� �� O7 b� b� �O b� dj0 bti MO (pN �CD 00 �00 �00 Ln Ln LO LO Ln LO LO Ln Ln b 10+00 11+00 12+00 NICHOLS COURT PROFILE SCALE H: 1" = 50' V: 1" = 10' 40' ACCESS EASEMENT CL 13+00 V I L I L J J 2%_ LANE 2% LANE 2% SIDEWALK 2% �C� TYPICAL ENTRANCE ROAD- ECKERSON COURT SECTION NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 0 0\ THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. 6" CURB & GUTTER (VDOT CG-6) 14+00 600 590 580 600 570 590 560 580 550 570 540 e 80 MM SOLIDER PERIMETER BANDING COURSE NO. 8 AGGREGATE IN OPENINGS EAGLE BAY AQUA BRIC 4-L CONCRETE PAVERS 3 $" MIN. THICK 2" NO. 8 AGGREGATE 4" NO. 57 STONE 12" NO. 3 STONE 0 0 COMPACTED SUBGRADE 560 H.P. ELEV = 582.12 H.P. STA = 11+20 L.P. ELEV = 578.04 PVI STA = 10+30 PVI STA = 11+20 L.P. STA = 12+46 H.P. ELEV = 579.00 - PVI ELEV = 582.68 PVI STA = 12+46 A.D. = 2.00 A.D. = -8.00 PVI STA = 12 90 w PVI ELEV O K = 12.00 = 577.64 PVI ELEV = 579.40 K = 7.00 A.D.Lu = 8.00 24' VC 56' VC A.D. _ -8.0 m. K 5.00 K = 5.00 U J 00 OC6 2 � cm U LO L? ao Z > C + aD +00 LO � : Oj CDOCD J rn N U O LO J Ln J N NL0N LO +O rl- O (0> LL OO Uw w w LU LO +LL dWdW_ � w U w > _�Q L~t� Z dWdWd I LU IL LU =- > � - 4. 0 w M 0. > > o a_ w z _-- __'4.00j w - 2.0000 m m Z EXISTING \-�: GRADE Z -1 PROPOSED GRADE ' w w Q Q o Uj 00 M 00 d M d O M OR �� 00 r\ Lo q o O� o q o q o p N� oo b� 00 Do bLO No0 aim rn ao � oo � r\ V�LO h� b� 0) � h� 00 � 00 � bU ti � N� LO � of M co b cfl b LO LO LO 10+00 11+00 12+00 13+00 14+00 ECKERSON COURT PROFILE - (this is an access drive, not a road) SCALE H: 1" = 50' V: 1" = 10' ASPHALT/CONCRETE VDOT STD CG-6 PAVING SECTION 0 3 0� FLUSH CURB/EDGE RESTRAINT- VDOT CLASS A3 %/\%/\%/\%/\%/\%/ COMPACTED SUBGRADE VDOT 21A SECTION ABUTTING PAVING GRAVEL BASE D PERMEABLE INTERLOCKING PAVERS V G RAV FILTER 6" PERFORATED SDR-35 UNDERDRAIN (TIE TO STORM DRAINS) 15+00 •11 � •1 I 5701 5601 80 MM SOLIDER PERIMETER NOTES: BANDING COURSE 8 AGGREGATE INTERLOCKING PAVERS TO BE EAGLE BAY SWM �NO. IN OPENINGS PAVE AQUA-BRIC 4 "L" PERMEABLE PAVER LAID EAGLE BAY AQUA BRIC 4-L MECHANICALLY INSIDE 80MM PERIMETER SOLDIER CONCRETE PAVERS COURSE 3 $" MIN. THICK CONTRACTOR TO VERIFY AND INSTALL AS 2" NO. 8 AGGREGATE SPECIFIED BY MANUFACTOR/SUPPLIER TO ENSURE ALL WARRANTIES 4" NO. 57 STONE EXPANSION JOINTS SHALL BE EVERY 20' MAX. 7 12" NO. 3 STONE CONSTRUCTION JOINTS SHALL BE EVERY 10' MAX. � a sk PAVER COLOR TO BE CHESAPEAKE. NOTE: EAGLE BAY'ECO BAY' PAVER MAY BE \/ SUBSTITUTED FOR AQUA BRIC 4"L" CONCRETE PAVER IF APPROVED BY ENGINEER AND OWNER. \� ANY BANDING DESIGNATED ON PLANS NOT AS COMPACTED SUBGRADE CONCRETE AROUND PERMEABLE INTERLOCKING PAVERS SHALL BE AN EAGLE BAY'ECO BAY' PERMEABLE 5" X 10" PAVER. COLOR = CHESAPEAKE SECTION ABUTTING CURB TO MATCH MAIN PAVER COLOR.. 59' ACCESS EASEMENT v v SIDEWALK 2% LANE 2% ME IAN LANE 2% 2% SIDEWALK A TYPICAL ENTRANCE ROAD W/ MEDIAN $ SECTIONS N.T.S. 59' ACCESS EASEMENT J rA1VLV IL IL YAI\ILV J SIDEWALK 2°r° LANE 2% LANE 2% 2% SIDEWALK B TYPICAL ENTRANCE ROAD- NICHOLS COURT $ SECTIONS N.T.S. 12' 12' VARIES (SEE PLAN) .5' 7' VARIES O 0 Z lU) lw EX. EASTBOUND EX. EASTBOUND PROP. EASTBOUND WALK LANE LANE LANE 2' MILL & OVERLAY PER VDOT WP-1 -� 2% 2% I NOTE 2" SM-9.5 A VDOT STD. MATCH EXISTING 3" BM-25 CG-6, TYP. 8 VDOT #21A PAVING SECTION COMPACTED SUBGRADE OR PROPOSD SECTION (WHICHEVER IS GREATER) RIO ROAD FRONTAGE IMPROVEMENTS SECTION PNTS TYPICAL SECTION WEST OF ENTRANCE N.T.S. 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) SEE IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE NOTE z 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. G 6" CURB (VDOT CG-2) A-- SECTION P-047 SECTION P-048 N.T.S. N.T.S. 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. 2" VDOT SM 9.5A 3. CURB HAVING A RADIUS OF 300 FEET OR LESS I. 2+ 5 SURFACE A (ALONG FACE OF CURB WIL BE PAID FOR AS I COURSE 20 ASPHALT WEARING COURSE RADIAL CURB. SEE PLAN=10S 3" VDOT BM 25 ASPHALT BASE COURSE 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" " 2" R. 3" 4" FOR DETAILS (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) SURFACE 6" COMPACTED VDOT 21A STONE BASE IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE R q WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. SEE `� . ° OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT NOTE 4 , IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN COMPACTED SUBGRADE INCREASE IN DEPTH. Da " a. BASE 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. SUBBASE 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 7" 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 111-1 3 UNDISTURBED SOIL ASPHALT PAVING DETAIL FOR NICHOLS COURT H AND ECKERSON COURT I 4" CURB (VDOT CG-3) $ SECTION $ SECTION P-002 N.T.S. N.T.S. NOTES: FROM 2016 ROAD & BRIDGE STANDARDS ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING. SUBBASE. PROPOSED SUBBASE COMPACTED. SUBGRADE CONSTRUCTION .JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11I2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3). NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED 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 TO DETERMINE THE TYPE AND THICKNESS OF EXISTING LAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 1/21, INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. j-� PAVEMENT WIDENING (VDOT WP-2) $ J DETAIL 1 %2" PAM-9.5 ASPHALT SU 2 %2" PAM-19 F ASPHALT BA; 1" NO. 8 AGGF 4" NO. 57 ST 8" NO. 3 STC COMPACTED SUBGRADE SECTION ABUTTING PAVING NOTES: CONTRACTOR TO VERIFY AND INSTALL AS SPECIFIED BY MANUFACTOR/SUPPLIER TO ENSURE ALL WARRANTIES ASPHALT/CONCRETE PAVING SECTION CLASS A3 CONCRETE FLUSH CURB/EDGE RESTRAINT MPACTED BGRADE _ 21A GRAVEL BASE ^^T `OTD CG-6 '2" PAM-9.5 POROUS )PHALT SURFACE PAM-19 POROUS PHALT BASE 'NO. 8 AGGREGATE 'NO. 57 STONE 'NO. 3 STONE VDOT 21A �X 1X �� �� G RAVEL BASE // / / // // // FILTER FABRIC // // // // // COMPACTED SUBGRADE 6" PERFORATED SDR-35 UNDERDRAIN SECTION ABUTTING CURB A (TIE TO STORM DRAINS) PERMEABLE ASPHALT - ALTERATIVE TO PCIP $ / SECTION N.T.S. 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 Z •� W � � Uj 0 Q Z Id eL Q U J 80 Da) N o n W Q� rn� c o N .8-1 0. m 0 (D Z Q U •Ul Z N 22-0 N 2 a) 3 0 ca a E CIO� `o r E t0 8 CIO c 0 3 CIO rna c U L U O ❑ -. o W ac > N Co ,; c c Co m a 00 H OF a� N N c y o PST �� c>° � ° a �J Steven W Edwards . Cert. N o. 0931 v V a 12-17-18 o 0 sc �\ 5 a, q RG PE A y a rn 3 m u� ° E ui o a c -2 `0 E Q� TH OFsw 8- N y o Alan G. Franklin u 2 Lic. No. 35326 w Q N 0� 12-17-18 � s , Eo S/ONAL � y= o� rE a � r 075 Z> a c �> m� as SCALE: As Shown 2- EP ISSUED: 10/22/2018 ien REVISIONS: 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MAJOR SPA APPROVED 0 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS 0 SHEET: Z _O CIO - I- Z O 0 U- Road Profile, . a W 30 OF29� / / D 15' 30' 60 120' / / � � 550161 560 0 s \ X2011 i / / X2 \ \ e \ 1 D.A. .07 AC \ \ \ .90 sD GUT � � � � X1 / - A. TO CURB C \ j 6' \ / 2 D.A. = 0.13 AC C=0.65 �S ��� Tc - 5.\� o 0 MIN"/ - D.A. TC+ SD D4 \ � - /� D.A.=0.17A¢� C = 0.82 / s H2 co �I / / \ Tc SD SD - / •s - -- o D.A.-TO SD H2 085 / D.A. T SD D6-3 • / \ \ \ D.A. = 0.16 AC \ Z'D.A. = 0.60 AC / C = 0.56 s / sD � � Tc = 5;.0 MIN. F3 F2 / Z - Tc = 5.0 MIN. / G ROOF # 2 \ / / _ / D.A. = 0.09 AC - / / D.A. TOES�F3 % D.A. TSD F2 / - i C = 0.90 D.A. �0.34 AC - -D.A. = 0.49 AC / / �� Tc = 5.0 MIN. / \ D D K2 \ � �C=0.65 C = 0.65 TcD. AC Tc=5.0MIN. =5.OMIN. s / ��� �- D D.A. TO SD D6-2 T IN. RO 'F # 1 D.A. _0.26 AC �% a \ �° o �o C - 0.65 D.A. =�0.09 AC C/= 0.90 5.OMN. Tc- � I \ y Tc l 5.0 MIN. \ I ROOF 91 sD -2 / \ _ / F2-1 / ROOF B4 D.A. = .19 AC i \ I N C = 0.90 / D.A. = 0.1-3� _ � c = 5.0 MIN. �,�° / r C,= 0.90 O / 1 / Tc = 5.0 MIN. H � �� K2 ZQ D. .T(/SDF4m S0 ,gyp I 42 <A° O 0.20 AC_ D.A.O SD D6-1 SD D4 R� E I : i 0.65 D.A. TO SD D8 O D. l -0.16 AC SD / 5 Tc = 5.0 MIN. / `p,9 D.A, = 0.24 AC I U I - 0.60 D6-2 0.13 /=0.60 Z I- . =0.75 - TC/= 5.0 MIN. O o T_c = �jM X / m D4- D4-1 w D.A. TO SD \ I Y I D A. = 0. 5 AC -= 5.0 D K 0.75 F2-2 U D I / F2-2/F2-3 w sD 5-1 T= D.A. = 0.54 AC ° � ° D6-1 Tc = 5.0 MIN. 4 A / NI HOLS �O RT D8 0 C=0.85 1 T I _ / IN. c - 5.0 MIN. o SD SD D7 p SD S D6 A. T SD D5 D sD D.A. TO SD D7 • D.A. = 0.10 AC C = 0.88 sD /i C 0.70 T = 5.0 MIN. = \ F5 I ROOF B1 Tc = 5.0 MIN.. / D.A. = 0.08 ao AC------ D6 SDTb S � o 0. 1 / C=0.90 �\ E1 I I D.A. - 23 A I I Q . / Tc=5.0MIN. 5 - I I D.A. TO SD C 0.85 E2 _ I - \ D.A. = 0.06 AC Tc - 5.,0 MI ,>� ROOF # 4 a 91 I ( C I = 0.65 / I D.A. = 0.09 AC J ° ° i C 0.90 � I - N / T 5.0 MIN. I � D TO SD F1 / I / I 4 0 0 / Td = 5.0 MIiN. D.A. TO SD C2 IC.A. = 0.14 C D.A. TO SD F12 / D.A. = 0.04 AC I I _ C o.65 D.A. T D E1 - - - / SD � D.A. - 0.10AC � C - 0.88 � \ D.A TO SD F5 c = 5�0 MIN. _ E D.A. .28 AC _ I I I Tc 5.0 MIN. I I ° / C -�0:50 59 I _ 'I D.A. 0.09 AC sD r � 0.75 � T 5.0 MIN. C = 0.65 a / D.A: TOAD F2-4/2� -�- / T - 5.0 MIN. I ROOD # 3 I l7c = 5.0 M D.A.42 AC ® s TO E3 sD D.A. = 0.09 AC C [#] / I \ sD F8 2 / 2 /�16 3 0.90 I / TcC 5 0 MIN. I �6m> \ / F2 5 Tc 5.0�IN/ - 0.75 I SD / / T - 5.0 MIN. / / / ��> C2 I IJill' I D� a D.A °t 4> / /D.A.D.A - a a = D - -Eon N.I � � I I / bO ff D C OOF Tc S � D.A. 0.09 AC / ��- I = m \ I II ) = 0.90 I s�, ROOF B2 / F10 0 \ \ D.A. = 0.22 AC sD / a a ° , c 5.0 MIN., C = 0 9E� 8-1 D.A: TO SD F9 sD77I B2 • \ F11 Q / ' • ,, Tc = 5.0 MIN. D.A. = 0.10 AC / o / C = 0.65-- F6 Tc = 5.0 MIN. I \ 54 - - - 0 0 P \ - 5 � i ° a SD • 0 / 6 7SID \ \ D.A. TO SD F7 F _ _ _ - - - - 5so - / - A3 • so S D.A. T9 SD F8 ll - e a D.A. = 0.36 AC / D!A� 0 A� - - D:A = 0.26 AC pi _ \ C=0.65 _ -- C = 0.65 / / F9 / ,,/5 IN /�-560 / 5 F\ MIN. --- Tc = 5.0 MIN. �g2 / $82 c/ �°�j \ \ 584TT--� i \ - I / / / / / �h � D.A. TO SD EX1-5 1 / \ / - i D.A. = 0.52 AC 580 �- - / C=0.71 \ Q�� / I I x ,� Tc = 5.0 MIN. \ SID A2 / - ZD a N N 00 m 0 N ■ O V \ 1 \ 1-- 0-00 000 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 ,JIM Z LLI LLI CZ G � J eL Z (0, d V �a on w �-0 J � r� co ca p0-0 Z Q U �V1 .E 11 oW m 3 o E_ �.o C� L O ECa aL7- m O ICU o� 0 �o U a � o oW 0- a T � (0 � �> �� �E Q �N ��PLTH OF = a o Up aZ Steven W . Edwards (e Cert. No. 0931 v a 12-17-18 �`'Cn C �°- '° qpE ARG WN rn 3 aE Cna ao �E ��PLT H Op o o� 0 ya c� y Alan G. Franklin Lic. No. 35326 w Q 44, 12-17-18 s � S� ON L a) o E r Co C'a) zo> 0. SCALE: SCALE: 1" = 30' � E ISSUED: 10/22/2018'- REVISIONS: 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MA)ORSPAAPPRCVED 0. 06-13-18, MINOR SPA- APPROVED Oz 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS Q SHEET: Z 0 H Z 0 0 J Inlet Drainage Area W Map co OF29ED a m N 00 0 N O V ■ INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) n;ensGp 14.00 1 MYensGp s 4 irftr for spread. and 6.5 irlhr for capac-ty and depth hUnrrngs caerrlclenl. n is 0.013 Inlet KO rology Curb and Gutter Inlet L v { �� � n . w 1 'M 'E :3;'' In i5 lic -M C y e 4� iiy� }mac & OP 0 � y SrQ} I I 9 i J I W 4J 08 am 8.0 D.24 13.613 ,• '44 D.bb D.W 4.58 dL1000 0JD2D0 20 010034 4 1j0D 1.61 .25120 0.1047 0.97 OLW OLM 0.44 0.14 C6-1 D7 M21319 8.0 0.10 0.70 O 00 0.26 0.00 0.28 0L1000 D_COO 20 0.0820 4.16WL 1.20 2 512D 0.ID47 7.35 I.C9 1.00 0.20 0.O 1)6 06 13-2E 6.G D.12 D.85 C 'C-- 0.41 0.W 0.41 CLG950 D102W 20 OIOSM 4 15M 1.4(2 2512D 0.1:047 8,21 0173 0191 0.37 0.D4 CMG carryover rrorn Q7 O5 �-2O 6 � 0 0� 7 0 2 �: 0�. 0 17 0.0A 0.2 1 �L0410 OO�DO 20 0.0930 1�0 1.2z 1 2 5 Z4 1 4 0 0 7 4.98 1 .�] 1 .�] 0.2y ODD � ? ea df�• fcm 06 ❑F3-1 13-2B a.0 D. 18 0.60 0 IG8 11.43 D.14 11.67 D D85D D 020D 20 0.0330 4 160D 1.61 2 512D 0.1 D47 9.43 0.85 C197 0.55 0.02 D5-1 carn7over rrom ❑E D5-1 13-213 0.0 0.05 0.85 0 OL51 020 D 02 0.22 0 OL41 D 00200 20 0.0030 4 1.500 1.41 25120 0 1047 6.00 100 1.00 0.22 0.00 1 41 C;'ry ew rrm D6-1 K2 13-2B 120 1.15 0.55 0.633 2.53 D.10 2.53 DA311 OA20D 20 OLOS33 415CD 1.45 2312D O.1D47 1648 0.73 C190 2.29 0.24 - K1 DI-213 4.0 0.14 0.90 0126 0.50 O.00 0.50 0005 DQ200 20 0.0030 4 1500 1.08 25120 01047 4.76 0.84 0.96 0.13 0.37 - - far sll is drains io stxmw atur rrwn wrw I f aulNu!5. w here vru-land flaw io faciiliss is ndl avaAble. 1W% cimpture is rEquied at:65rdhr ' 1' used for ourtis w rthout gutler I NLETE I N S U M P, DES I G N (CURB S PREAD AND IN LET SPREAD AND DEPTH � Ineensrry I00 I 1 kib!mstly Is 4 nehr for spread aid 6 5 aVK, ?or eapselty and depth'. Mwxrirtgs Cbeffidenl. n ha 0.013 nlet hyd rology Curb ail d Gutter m _ is � w iC L I.J •U-� x 6 � C! Cm vo- _ n w I MIA � � C � 4 m � w zt� FZ .4Ci Dr �_O qqpp m � ID nu #{ E2 DI-2A 22 1n et not in sag Curtis, wv Hudrlal Bpprowh grades are as Ind cased carryover 1 rorrl U2 M ALL j 0.17 j 0.82 10.139 0.W O.00 0.% 0.C"M 0.0204 20 0.0830 4.1," 1.8: 901=55rdhr= 09' 034 0?kl5 8=,,A i D4- 4 FDp2AA J 2 2 lrieet not in sag curie, Iangrtadnal approach grades we as Ind cased ALL I D.1-1 1 0182 I G.139 1 0 56 1 D.DD D.% 0.0240 0.024] 2 0 010sM 4.1 EOD 2.45 CK _ I 6.5 RdFr = 0.91, 0.33 0.005 1 8.30 cwl-- 1 ❑k 2A j 2_2 LE>=T �0B 0.75 C �� 1 0 8 0 0O 0.18 1 0 00 0 0 C2W 24 0.0630 4.1500 3 90 Cove' rroln ❑5-1 W-41T Q 13 O175 0.C@8 0.39 I D 00 D.34 0.0010 0.02W 20 0.03m 4.150D 6.26 Q @ I - 6.5 Whr - 11.9 - _ D.33 CLOO5 8.2A C5,2 F 1 2A 22 'met not in sag curtira, Iongilrednel approach gn as am as inwaied carrpvfor from 136-3 ALL 1 0$1 1 0195 I a 1571 0 000 D 55 0.0= 0.0= 20 10 new 4 15M 235 QI)I=65MA-e= 0.9 D3? Corms 8[-1 El ❑k 2A 2.2 n Ir V I r 'in.ct--cl n sa ct o. Ion rtvdna- roach vjcs a<e vs lnccui[d 9 �R ALL C128 GAS C 'N 1 0 76 1 DOD D.76 0.02CO 0. J 2 0 O.C830 4.15M 3 & Q @ I ■ 6.5 Whr - 1.2 D.37 0 006 9 96 EXI Ot-28 .4.0 Irdet not Jin sag CUrve. WrlgihJdilel appfnach qfaft$ acre ens irK"O - ALL CL52 0.75 0.WD ' 168 000 1.56 0.0276 0.020D 21O 0.0830 4.1500 9.91 C1 I = 6.6 nMr = 2.5 D.44 QOO 18,E+4 TO R16 ROAD/ it it / i Q I / / / I / 0 � I i I / I / COORD�INATE OFF -SITE CONSTRUCTION SC EDULE TO MININMIZE DISRUPTAON OF / / HERITAGE HALL IN RESS/EGRESS RESTORE PAVEM�T AFTER / CONSTRUCTION/ (Z) � I / i i i 20 DRAINS GE�& / 1 � EASEMENT, TNP. L (EXISTING) I / I \ c� / 1 1/ S I / I I / I - / /I I / \ I ' RIP RAP LINED CHANNEL s 1 0 rp PIPE DESIGN TABLE n=0.0251orCMP n=0.01.3for RCP n=0.01for HDPE Pipe PIPe NLI 2 E , CV E r= i £ a, - t IT LA r +CL- 7 i5 Pipe run. A A4 A3 O.OD 0 OD ] Dili]D DD0 O.OD 0.00 0100 5.87 543 10 542 90 12 29 01013 1 /E.3 15 624 5LD0 QQ4 Q rrcrr, deterYtlon nayps wd A3 A2 0.OD 000 0 - XO 0 OD 0.OD 0.00 0.00 527 539.80 539.1)3 70.43 0.013 1.01 15 648 5L00 0.255 A2 A 1 0.00 O.W 0.Dw 0.000 0.00 0.00 CLW 5.67 MM W 30 6161 0.013 0.99 is 6.43 BLOD 0.21 Al EX1-4 0 OD 0 OD 7 DOG 0.0p0 O.OD 0.110 O1Q0 5.97 53820 -W 7.07 QL016 522 24 $1M �00 0<0a Pipe run • D 06 D7 0.24 0.W 0.144 0.2M 5.W 6.67 C196 1.66 W&79 WaM 2150 O1013 1.05 is &W a4n a06 137 0� 0.10 4L70 0 D70 0 W 5.05 665 OL47 214 W5140 W. 72 78.00 0ti013 9AM 15 20.N 10.21 0.13 De D6 0.12 0.85 0.102 1.3W 5.18 6.60 0.67 6.98 557.62 554.Ot 6a67 0.013 6.67 16 25.01 13.64 0.00 ndudes D6-1 5 E18 roof 93 Db CA 1 0 5 0.83 1 0 25 1 682 6.26 6.56 0.82 1 1.06 553.9 1 66286 9D.25 0ti013 1 3 0 19 1 8.61 14,05 0.06 1 #4 M1tllr�es 1� 8 F00� D4 D0 0.00 0.00 0.000 2 Core 5.32 6.56 0100 13.56 55225 581.75 5566 0.013 1 1.30 24 22.62 7.90 0.11 includes OQ- 1 C44 D4-3 0.17 0.82 0.139 0139 5.OD 6.67 0.93 0.93 56225 5W.25 27.17 0.013 11.00 15 21.43 10.19 0.04 C4-3 C4-2 0.W 0.W 0.CW 0.130 5.04 6.65 aW 0.93 W.26 554.60 133.13 0.013 2.00 15 913 8L69 0.39 GM-2 ❑ .1 0.23 0.45 0.104 D 243 5.43 6.52 p16a 158 554.50 553 77 4�23 01013 1 AW 15 629 4,41 Q 16 CA-1 C4 0.19 0.75 0.143 0. i 5.60 6.47 C192 2.44 16&IS7 582 M 6252 C.D 13 2.51 15 538 8L 40 3.19 E& 1 C6 0.14 0.W 0.116 0.197 5.00 6.67 0.77 1 3' 5-%88 554.01 37.49 0.013 96 15 17.:57 fi27 0.10 includes roof 02 { 0.09 a/c I DPr3 D54 0. W 0.71 0.114 0 114 5.OD 6.67 0.76 0.76 566.50 564. W 72.00 0.013 2.% 15 10.33 4.92 1 0.24 ❑6.2 ❑5-1 11.25 OL65 0.1W 0. } 5.24 8.58 1.1 1 1.E5 551-W 5EB1 B2 29 59 0101� 0.Z 15 16.11 44.5 ME C6 1 D6 0.27 0.68 0.184 D-547 5.3D 6.57 1.21 3.59 5W.72 5%32 35L50 0.013 3.94 15 12.83 & 50 0.07 includes rod #1 0.09 mc l Pip a rt111; E3 E2 0.25 0.76 0105 0.188 5 OD 6.57 1.25 1.25 571.07 W1.57 1500 0.013 2.0D 15 9.12. 10 '4 0 C2 nCk14ed Eug G FOOT E2 El 0.D6 0.50 01039 OL227 5 D2 555 11.26 1.51 %0.57 95a64 90.73 01D13 6.43 1:5 15.1E 7.96 D 19 Eh W 11125 0.65 0.163 0 389 52, -6.5-9 1.07 257 560.64 557.72 29.59 0.013 9.87 15 20.29 13.39 004 Pipe run: G G5 G4 D DC 0.00 0.000 GLOGG 6.00 t.G7 42.00 A2.10 S60.00 Ma. 10 40.27 01013 2.28 .30 61.32 4.33 016 (1iw horn lase^4or celrps rA W 0 0D 0.00 0 000 0 000 5 0D :5.35 000 42.0D 559.00 5157.50 76.73 0.013 198 W 57 73 4.33 029 G3 G2 0.0D 0.00 0.000 01000 6.29 6.26 0.00 42.DD 557.40 545.W 230.43 0.013 4.60 36 87.97 6.19 0.62 G2 Gi 0.00 ODD 0.00D OLDOO 5 91 -5.09 0.0D 42.1)D 5A2.8D 540.00 6a.62 11D13 4.C8 30 82.85 11.25 D 10 Pipe run: IF F12 F1 1 010 0.00 0050 0 050 500 557 033 0 33 5718,50 57i% 19 31,0o 0013 1 Core 1$ 645 4.99 010 F11 F10 0.03 0.50 0016 4.D65 610 6.63 0.10 0.43 578.09 577.82 27.40 0.013 0.90 15 C41 7.85 0 W Flo1 F9 D 14 0.65 000 1. 0 56 5 10 6.6 1 0.60 1 �3 577.72 5�.25 5,2.6D 1 00 3 0 89 18 r>.09 3.49 025 R3 F8 010 0.65 G 065 01221 641 9.5,E 0.42 1.44 577.15 576,57 76.56 0.413 0.76 6 15 &62 4.10 1 031 F8 F7 D 26 0.651 OL 169 0150E 5 72 1 15.43 1.09 1 a 73 576.47 57& 18 23& 11 0.013 1 1155 '24 16.72 1 4.57 D 86 flow rrom FB 1 F7 F6 0.36 0.65 0.234 0.822 6 58 8.1.9 1.45 8.08 575.00 574.59 99.00 0.013 0 50 24 16.D1 5.44 031 F6 I's 0.00 0.00 0.000 O1M 6.89 6.10 0.00 8L01 574.48 5nA1 13&30 0.018 0.�-D 24 15.92 4.18 0 56 F-5 F4 109 0.65 0.069 Ol E81 7.1.4 5.95 0.36 5. 24 573.71 573.00 A0.89 0.013 0.50 24 16.07 4.5.7 061 F4 F3 D.2p 0.55 0 13D T D1 1 795 532 11.76 5 M 572.9D 572.35 109.33 DAM 0.5D 24 16.D5 5.44 D 33 F3 F2 CL34 0.65 0.221 1.232 628 5.74 1.27 7.07 572.25 571.70 109.89 0.013 0.50 24 16.01 4.57 040 F2 Fi 0.49 0.68 0319 2 SM 869 5.65 1.80 18.05 571.60 571.80 17.00 0.013 O.W 24 17.M 9.44 016 ilow from F2-1 F8-1 F8 D 22 DAD C 198 fl1198 r s D_ 6.6T 1.32 1.� 67F.26 5�x57 68.DD D J13 1.OD 18 r 1 J _�O 4.41 D 2E lnleudes roof 61 & E,2 F24 F24 0.42 0.85 0.357 01357 5 O0 6.67 1 2.38 238 579.75 579.45 27.65 0.013 1.0 1 18 1 1f- 4.94 0.09 F24 F23 0.00 0.05 RON 0.357 5 CO 6.63 0.00 237 579.35 578.65 70.69 0.013 0.% 18 10.45 4.7.0 025 P2-a F2-2 0.00 0.90 0.000 01357 504 9.55 &W 2-34 578.55 ffmIs 38.25 0.013 1.06 18 10.74 4.W 0.13 F2-2 F26k 1 0.54 0.85 G 455 CL 459 5 DO 1537 6,W 305 570.05 W. 10 715.M 0A)13 1.25 18 11 AQ 5.00 D 22 F2-1 F2 CL33 0.90 0.297 0.756 522 8559 1.96 4.98 577.D0 5 00 1 73.18 0.013 5.47 18 24.E6 1 1110 0 11 inkudes roof 83 134 Pipe run, H Ft2 Hi D 6D am 336 0133E 5 DC. 6.6F 2.24 2 �I 5F7.1$ 57t.50 65.75 0.013 103 1� - r- o� �r 1D186 D iD Pipe run; w nhouse riot d ra in X2 K1 J0 0} 10.90 1 0063 1 O. CO 5 CO 0.07 1 0.42 0.42 573.0D 571.50 188 00 0.013 0.80 1 8 03 1O SS 029 Pipe run'J K2 K1 1 15 055 C �33 0 633 5 OD 6 67 -1.22 4.22 555.00 554.00 98.15 0.013 1 C2 15 r> 52 10.86 0 15 I I � I I / i \ 3: (D OSD G3 I� / / „ P / D / H / 3 0 C / / 0 \ 2 DEPTH W/ 2.1 S DE _TIE TO EX. CHANNEL EXIS (INADE UATE R EXISTING SUMP SERYES AS / OE -FACTO LEVEE SPREADER // LOCH-f ON OF COJJNCRETEE / QfWNAGE STRUCTU;RE'OF� / r / UNKNOWN TYPE- OFF -SITE STORM IMPROVEMENTS - (CHARLOTTESVILLE HEALTH & REHAB) SCALE: 1" = 50' / 0 25' 50' 100, 200' STORM STRUCTURE SCHEDULE STRUCT. STRUCT- STRUCT. RIM INVERT INVERT PIPE 9 TYPE LENGTH ELEV. IN OUT DESCRIPTION A4 MH-1 551.63 543-20 543.10 12.29 LF OF 15" RCPO 1.63°%a A3 MH-1 - 550-20 542.90 539.80 76.43 LF OF 15" RCP @ 1.01 % A2 MH-1 - 546.50 539,03 538.93 63-61 LF OF 15" RCP @ 0-99% Al MH-1 _ 544.00 538-30 538,20 EX- j. ..553.0 .-'�:: .): 7 B_ ©I-3A _ �- 549.51'. 6-00 LF OF 19' HDPE 1-00% BI MH 552.73 1 549.45 543.20 Contech CMP Access MH on 60" CMP l 1.. C2 D1-3A - 55548 - 551,98 6,00 LF OF 15" HDPE 1.00% C1 MH - 550-20 551.92 543.20 Contech CMP Access MH on 60" CMP /r- ••.t::= '::\%: \ %.err 1 .�•\. y:: �^.l%.' \`572`50 71171 `=% \.;-',:�`: �\ _,\0` 1. . DS CI-213 8-0" - 565-75 23-50 LF OF 15" HDPE 1-069/ D7 DI-2 BB 8,0 572,50 565.50 565,40 78-06 LF OF 15" HDPE @ 9-84% D6 DI-213 6-0 564.72 557-72 557-62 63,67 LF OF 18" HDPE @ 5,67% D5 DI-2B 6-0 561-01 554-01 553-91 50-25 LF OF 18" HDPE Q 3-10% D4 MH-1 - 559.08 552.35 552,25 50,00 LF OF 24" HDPE @ 1-00% D3 MH - 557.35 551.75 C\ t- -571.25 D4-4 DI-2An 20 - 562-25 27.17 LF OF 15" HDPE @ 11.00% D4-3 MH-1 - 564,00 559,26 557,26 133.13 LF OF 19' HDPE 2-00% D4-2 DI-1 - 558.10 554.60 554.50 43,23 LF OF 15" HDPE @ 1,69% D4-1 01-2A 2-0 559-57 553-77 553-67 52.52 LF OF 15" HDPE @ 2.51% D4 MH-1 - 559,08 1 552.35 552.25 -:\.:. ::.1' 'ice.:• ..�_..� \.. !lam• '+\ D5-^1 DI-2B 6.0 560.70 - 556,88 37-49 LF OF 19' HDPE @ 7-66% D5 DI--213 6-0 561.01 554-01 553-91 .: : L • . •: :..,: .....i.:.:.r-.............. .\,..-.:...-...._......... -. -.- ... :...:. ...'ter:==-r- :.:...........:,... .:..r:.-t.:•.,: ..... =..- ...,..-.-....::-:-^....::,. ::>>• .\ . ..::.,,fir ....:c:..::.:..:.:,.::..-:.:..:..:...........,..r-..:....... ...,::-....:-,-...r--. D6-3 DI-213 4-0 571-10 - 566,50 72,00 LF OF 15" HDPE @ 2,56% D6-2 DI-2A 2-0 56966 56466 561-66 29-59 LF OF 15" HDPE @ 6-22% D6-1 DI-213 8.0 564.72 559,82 559,72 35-50 LF OF 19' HDPE @ 3-94% D6 DI--213 6-0 564.72 558.32 558-22 . c ;•.tea Boom E3 DI-3A - 577.97 571.97 571-87 15.00 LF OF 15" HDPE @ 2.00% E2 DI-3A - 578-10 57157 56857 90-73 LF OF 19' HDPE @ 5.43% El DI-2A 2.0 569. 64 563,64 560,64 29-59 LF OF 15' HDPE @ 9-87% D6 DI-213 6-0 564-72 557-72 557-62 .::ice•' % �•.. L G5 72" MH - 571-10 560- 08 560-00 40-27 LF OF 3(3" HDPE Q 2-239/ G4 MH-1 - 571.00 1 559.10 559,00 75,73 LF OF 39' HDPE @ 1,98% G3 MH-1 - 568.00 557-50 557-40 230.43 LF OF 30" RCP @ 5.47% G2 MH-1 - 552.50 544,80 542,80 68-62 LF OF 30" RCP @ 4-08% G1 ES-1 - - 540.00 5171 11 7 ,\ .578,50 F12 DI- - 581.75 578,60 31,00 LF OF 15" HDPE @ 1,00% F11 DI-1 - 581-75 578-19 578-09 27.40 LF OF 15" HDPE @ 0.99°/a F10 DI-3A - 583.31 577.82 577.72 52-80 LF OF 15" HDPE @ 0-89% F9 DI-3A - 582.59 577.25 577,15 76,58 LF OF 18" HDPE @ 0,76% F8 DI-3C 4-0 581- 88 576.57 576.47 236.11 LF OF 24' HDPE @ 0-55% F7 DI-3C 4.0 582,04 575,18 575,08 99-80 LF OF 24' HDPE Q 0-50% F6 MH-1 - 583.10 574-58 574-48 135,30 LF OF 24' HDPE @ 0,50% F5 DI-3A - 58308 57 3- 81 573- 71 140.69 LF OF 24' HDPE 0-50% F4 DI-313 4.0 581,67 573.00 572.90 109.33 LF OF 24' HDPE 0-50% F3 DI-3C 4-0 579.76 57235 57225 109.83 LF OF 24' HDPE @ 0.50% F2 DI-3C 4- 0 58084 571- 70 57160 17-00 LF OF 24" HDPE Q 0-59% F1 FES - -57150 - mom.., ice':...^.. �::,:;:•:, ; -. , ,,'c,•: v:'=: ,.::.. , �,:,;..,:, ,..,.,,:.: F8-2 01-1 - 584.00 578.10 578,00 63-00 LF OF 15" HDPE @ 1-02% F8-1 MH-1 - 584.00 577-36 577-26 69.00 LF OF 19' HDPE @ 1.00% F8 DI-3C 4 0 1 581.88 576.57 576.47 ��\ . �::\ �= •/ -\..- .% �i'•` ":,.). , r`i1-::-;� ;.�' i:'�� � .�L:i.::`:v:.: ;•: /�'`\.S :: �: �.`:-:'� i�' _�\`•:.`:ail\: 1=2-5 MHA - 584,75 579,85 579,75 27-65 LF OF 18" RCP @ 1-08% F2-4 MH-1 - 584.75 579.45 579,35 70.69 LF OF 18" RCP 0.99°/0 F2-3 MH-1 - 584.75 57865 57855 38,25 LF OF 18" RCP @ 1.05% F2-2 MHA - 584,75 578,15 578,05 75-30 LF OF 19' RCP @ 1-26% F2-1 MH-1 - 584.00 577,10 577,00 ° 73.15 LF OF 18 RCP 5.47 /a t=2 Di-3C 4-0 58084 573- 00 571-60 v^ .::\,.i ��\-': :1\mil ::�.= %. \\-.:.\.-...- :� �.�� �'•-� �::'�� %`•`,):•:::\-.\.%" :: �:': ��%i:' �` .v ,�i:: H2 DI-3B 4-0 57568 - 572-18 65,75 LF OF 15' RCP @ 1-03% H1 FES - -571,50 - \- \\ ti K2 DI-213 12.0 561.19 - 555,00 98-15 LF OF 19' RCP @ 1-02% K1 DI--213 4-0 557.88 4- 55 00 553.3 . •\: ill•:` • :� 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 p • LJ LL � Z •� W 0) 0 Zn l! WCZ Q Z J L.L W O Z J eL rO, V o 8a 7 0- o f: a- l/7 0 0 i Q �o co �a a� o 0 U �cn 'E o� i -22 a� - (9 m 3 uS E_ �.o C� �co � L O E 9 C O N Ca : .__ a A� o a> � 0 CU IT 0 C: 20 -a U t a aU' o o �N �N a� > N (0 � E p �> 1= CU CoE ,z �P-TH OF V y a a) c N O N a s �/ -7 U U a vo 90 Steven W. Edwards Cert. No. 0931 v 2 12-17-18 ,� O 0 � c o s C `` O •- - N U N q G .pE AR �N °;a C3 aE Loa �a r- .N `a E a a) a rn c :P�T H OF U _E- �O �� o r a Alan G. Franklin �! V y.+ Lic. No. 35326 W 2 0 12-17-18 W F s S ON A L SCALE: ISSUED: REVISIONS: C� E� O G m s c V O Iv rE Q 0.6 Z> s' a) m a As Shown 10/22/2018 a 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MA)ORSPAAPPROIVED 0. 06-13-18, MINOR SPA- APPROVED Oz 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS Q SHEET: Z O rn Z O 0 U- Drainage W Calculations W OF29Lu SD-D8 STA 12+62.67 NOTES: 1. VDOT STE, IS-1 (INLET SHAPING) TO BE PROVIDED VDOT STD DI- B ON ALL INLETS. (8' THROAT) RIM 5 2. VDOT ST SL-1 SHALL B PROVIDED O ANY OUT 5 INV. OUT 65. 5 600 DRAI AGE ISTRUCTURE TALLER THAN 1 Z. - 600 STA 12 39.17 SD-D4 VDOT S D DI-2B STA 10+4 .19 (8' THR AT) VDOT STD MH RIM 572.50 590 RIM 559. 8 INV. IN 65.50 590 590 NOTES: INV. IN 5 2.35 (D) 1. VDOT STD IS-1 (INLET SH PING) TO BE PROVIDED ON NILL INLETS. INV. IN 5 2.35 (D4-1) SD-D6 2. VDOT STD SL-1 SHALL B PROVIDED ON ANY DRAINAGE STRUCTURE: TALLER THAN 121. INV. OUT 552.25 STA 11+61.11 SD -Al SD-A4 VDOT STD DI-213 STA 10+00. 0 STA 11+46.5 (U THRO T) 57O VDOT STD. MH-1 CONS CTED SWM OU T SD-D5 RIM 564. 2 EX. GRADE 5 580 ON EX. 24" RCP STUB STRUCTURE:570 STRUCTURES D2 & D1 STA 10+97.44 INV. IN 5 7.72 (D) RIM 544.00 (SEE SWM ETAILS) HAVE BEEN ELIMINATED VDOT STD DI-213 INV. IN 557.72 (E) / INV. IN 538.30 RIM 551.63 (6' THROAT) INV. OUT 557.62 INV. OUT 538.20 (EX 24") INV. IN 543.20 RIM 561.01 PROP. GRADE INV. OUT 543.10 SD-D3 INV. IN 553.51 (D -1) 560 - SDA2 560 570 + INV. IN 553.51 D 570 570 STA 1 +63.61 CONTECH INV. OUT 553. 1 VDOT STD. MH-1 CMP RISER 1'5 ± i RIM 543.50 RIM 557.35 S.EFfARATION INV. IN 539.03 J INV. IN 551.79 INV. O T 538.93 / 550 / 550 560 560 _ 60" 0 SW 1 �$ 23. 0 LF OF 15"560 12.29 L OF 15" DETENTIO - - LF OF 18 H PE @ 1.06% RCP @ .63% NETWORK .25 n NA2. 1. '±U ° w SEPARATION 540 F OF 15" 76.43 L OF 15"2.0' 540 550 F + > QRCP@ 550 099 o RCP 1.01% 60" O SWSEPA TION uZ550 DETENTIOQ Q � -i NETWORK wLU Q a ~ E. 24" RCP SD-A3 5.2% STA 11+38.2 Z w Q Q 530 D 530 540 HDPE @ 00% i0 � N co 540 540 RIM 550.20 INV. IN 542.90 78.06 LF OF 15" INV. IN 539.9 (8" FROM ST RMFILTER) HDPE @ 9.84% INV. OUT 539.80 a m N 00 0 N . O \ SD D4-4 SD D4-3 SD D4 2 STA 12+45.53 STA 1 +95.75 STA 12+28.5 VDOT STD DI VDOT STD DI-1 VDOT STD M (2' THROAT) RIM 559.22 RIM 567.00 RIM 571.63 INV. IN 560.7 INV. IN 562.7-3 INV. OUT 554.50 INV. OUT 557 36 INV. OUT 562. SD D4-2 SD 4-1 STA 11 +69.0 STA 10+52.52 VDOT STD D -1 VD T STD DI-2A 00 RIM 559.56 (2' T ROAT) RIM 59.57 INV. OUT 556.07 INV. IN 553.77 INV. OUT 553.67 SDD4 -- STA 10+00.00 EX. GRADE VDOT STD MH RIM 559.08 PROP. GRADE- - IN 552.35 INV.- D) INV. IN 552.35 D4-1) - - INV. OUT 552.25 i i LF OF 15HDPE P17.03 @ 11.00° 59.43 LF F 15" 73.32 L HDPE .00% w Z J 52.52 4 LF OF 15" .23 LF OF 15' HDPE @ 2.0 HDPE @ 1.69% w HDP @ 2.51% ~ 1.0' ± SEPARATION 00 ES: NO 1. DOT STD IS-1 INLET SHAPIN ) TO BE PROVIDED ON ALL INLETS. 2. DOT STD SL-1 SHALL BE PR VIDED ON AN DRAINAGES RUCTURE TAL 2A 590 3590 SD D5-1 STA 10 37.49 VDOT STID DI-2B (6' THR AT) 580 580 RIM 56 .70 580 580 INV. O T 556.38 SD D5 STA 10+00 VDOT STD DI- B 570 570 RI'M 570 570 561..01T) INV. IN 553.51 INV. IN 553.51 INV. OUT 553.41_ , 560 560 560 560 1' ± SEPARATION 37.49 LF OF 15" 11 HDPE @ 7.66% 1.0 ± sE 550 550 z 5501ON 550 } J QQ w �- Qw �w 540 540 °° °° `� 540 540 LER THA SD D6-11 10 35.50 SD D6 3 VDOT TD DI-213 STA 1 +37.09 (8' TH OAT) VDOT STD DI-2B RIM 564.72 4' TH OAT INV. IN 559.82 RIM 571.10 INV. OUT 559.72 INV. OJT 566.50 SD D6 STA 10+00 SD D6 2 VDOT STD DI- B STA 1 C +65.09 VDOT 3TID DI-2A RIM 564.72 (2' TH OAT) INV. IN 557.72 RIM 569.66 INV. IN 557.72 INV. IN 564.66 INV. OUT 557. 2 INV. O T--564.66 72.00 1. F OF 15" V MIN. HDPE @ 2.56% SEPARATION '�: 29.59 LF OF 15" HDPE @ 6.22% 35.0LFOF15" HDPE @ 5.63% Q QQ ~� J Z W C/)w bo i" Cf) NOTES: 1. VDOT STD IS-1 (INLET SHAPING) TO BE PROVIDED ON ALL INLETS. 2. VDOT STD L-1 SHALL BE PROVIDED ON DRAINAGE S1 RUCTURE TALLER THAN 12'. 10+00 11+00 10+00 11+00 12+00 13+00 10+00 11+00 12+00 13+00 10+00 10+00 11+00 STORM DRAWN SCALE H: 1" = 50' V: 1" = 10' SD E2 STA 11 +56.47 VDOT STD DI-3 RIM 574.00 600 I'll IN 568.10 600 SD D6 I V. OUT 568.0 STA 10+0 VDOT STD DI-2B (U THRO T) RIM 564.7 590 INV. IN 557.72 D 590 600 INV. IN 5 7.72(E) INV. OUT 557.62 EX. GRADE PROP.GRADE SD E1 STA10+29.59 580 580 590 O.T STD DI-2A (2' HROAT) RI 569.64 INV.IN 563.64 1VN OUT 560.64 570 570 580 -J, 560 550 590 570 560 550 540 530 STORM DRAIN 'D' SCALE H: 1" = 50' V: 1" = 10' �126.88 LF OF 15" HDPE @ 3.44% 560 570 BIO-FIL`fER 29.59 LF OF 15" HDPE 9.87% 550 560 NOTES: 1. VDOT STD IS-1 (INLET SH PING) TO BE PROVIDED ON ALL INLETS. 2. VDOT STD SL-1 SHALL B PROVIDED ON ANY DRAINAGE STRUCTURE TALLER THAN 12'. 10+00 11+00 STORM DRAIN 'E' SCALE H: 1" = 50' V: 1" = 10' 10+00 11+00 STORM DRAIN 'G' SCALE H: 1" = 50' V: 1" = 10' 12+00 SD F1 STA 10+0 .00 VDOT ST FES W/ RIP RAP EC-1 S F2 S A 10+16.96 V OT STD DI-3C ('THROAT) R M 580.84 V. IN 573.00 (1 ") V. IN 571.70 (24") INV. OUT 571.60 24") >D F3 3TA 11+26.79 1 SD F4 JDOT STD DI- C STA 12+36.11 4' THROAT) VDOT STD I-3B tIM 579.76 (4' THROAT) NV. IN 572.35 RIM 581.67 NV. OUT 572.2$ 1 INV. IN 573. 0 INV. OUT 572.90 2.0' SE ARATION - - - 140.69 LF OF 24j� 10 .83 LF OF 24" 109.33 LF OF 24" 17.00 L OF 24" H PE @ 0.50% HDPE @ 0.50% RCP @ .59% 10+00 11+00 STORM DRAIN 'F' SCALE H: 1" = 50' V: 1" = 10' 13+00 14+00 Miff, r•1 13+00 STORM DRAIN 'D4-1' SCALE H: 1" = 50' V: 1" = 10' SD F5 SD F7 STA 16 11.96 SD F8 STA 13+76.81 SD F6 VDOT STD DI-3C STA 18 48.07 VDOT STD DI-3A STA 1 +12.21 (4' THROAT) VDOT TD DI-3C RIM 583.08 VDOT TD MH-1 RIM 582.04 (4' THR AT) INV. IN 573.81 RIM 58 .10 INV. IN 575.18 RIM 581.88 INV. OUT 573.71 INV IN 574 58 INV. OUT 575.08 INV. IN 76.57 (18") INV. OUT 574.48 EX.GRADE ROP.GRADE HDPE- 0 50% 135.30 LF OF 24" HDPE @ 0.50% 99.80 LF O 24" HDPE @ 0. 0% NOTES: 1. VDOT STD IS-1 (INLET SHAPING) T BE PROVIDED ON ALL INLETS. 2. VDO STD SL-1 SHA L BE PROVID D ON ANY DRAINAGE STRUCTURE TALLER HAN 121 . 14+00 15+00 16+00 NOTES: SD F8-1 1. VDOT STD IS-1 (INLET SHAF ING) TO BE STA 1 +69.06 PROPOSED PROVIDED ON ALL INLETS. VDOT STID MH-1 GRADE 2. VDOT STD SL-1 SHALL BE PROVIDED ON ANY RIM 584.00 570 DRAINAGE STRUCTURE TALLER THAN 12'. INV. IN 577.36 600 I 600 SD F8- STA 11 +32.09 VDOT STID DI-1 )60 EX. GRADE RIM 584.00 PROP. GRADE 590 INV. IN 578.10 590 INV. O T 578.00 550 580 580 - - -'763.00 LF OF 15" 540 l 69.00 LF OF 18" HDPE @ 1.02% 570 / HDPE @ 1.00% 570 < lY Ill SEPARATION Z w cn W 00 U) 530 SD F8 560 STA 10+0 .00 560 VDOT STE DI-3C (4' THROA ) RIM 581.8 INV. IN 576.57 (18") INV. IN 57 .57 (15") 10+00INV. OUT 576.47 (24")11 +00 STORM DRAIN 'F8-1' SCALE H: 1" = 50' V: 1" = 10' •11 590 570 560 INV. IN 576.57 (15") INV. OUT 576.47 (24") 236.11 LF OF 24" HDPE @ 0.55% 76.58LFOFV HDPE @ 0.76°r 3'± SEPARATI 17+00 18+00 STORM DRAIN 'D5-1' SCALE H: 1" = 50' V: 1" = 10' SD F9 STA 19+24 65 VDOT STD DI-3A RIM 582.59 INV. IN 577.25 19+00 SD F10 STA 19+77.45 VDOT STD DI-3A RIM 583.31 INV. IN 577.82 INV. OUT 577.72 STORM DRAIN 'D6-1' SCALE H: 1" = 50' V: 1" = 10' STA 20+04.83 VDOT STD DI-1 RIM 581.75 INV. IN 578.19 INV. OUT 600 SD F12 STA 20+35.83 DOT STD D-1 IM 581.75 V. OUT 578.50 590 580 31.00 LF OF 15" HDPE @ 1.00% 7.40LFOF15" DPE @ 0.99% 570 52.80 LF OF 15" HDPE @ 0. 9% SD F2-4 STA 12+57.40 20+00 VUU I J I U IVIH-"I RIM 584.75 VDOT STD H-1 INV. IN 579.45 (12") RIM 584.75 INV. IN 579.45 (18") INV. IN 578. 5 (12") INV. Our 579.35 (18") SD F2ml INV. IN 578. 5 (18") STA 10+73.16 INV. OUT 578.05 (18") D F2-5 84.00 D F2-3 DOT STD MH RIM SD F2 INV. IN 577.10 (12") TA 11 +86.71 I M 584.75 STA 10+00 INV. IN 577.10 (18") DOT STD MH- NV. IN 579.85 VDOT STD DI-3B INV. OUT 577.00 (1 ") IM 584.75 NV. OUT 579.7 (4' THROAT) I V. IN 578.65 ( 2") INV. IN 573.00 (18") EX. GRADE V. OUT 578.5 (18") INV. IN 571.70 (24") PROP. GRADE INV. OUT 571.60 ILDING - p / 35.25 LF OF 18" 27.65 LF OF 18" RCP 1.05% R P @ 1.08% 73.16LFOF18" 75.30LFOF18" U 1,+ HDPE 5.47% C ASS V RCP @ 26% 70.69 LF F 18" z_ SEPARATIONRCP @ 0. 9% J w Q 00 NOTES: 1. VDOT ST IS-1 (INLETS APING) TO BE PROVIDED ON ALL INLETS 2. VDOT STY SL-1 SHALL BE PROVIDED ON ANY DRAIN GE STRUCTU E TALLER TH N 12'. 10+00 11+00 STORM DRAIN 'F2-1' SCALE H: 1" = 50' V: 1" = 10' 12+00 13+00 600 2") (18') 590 570 590 580 570 560 550 540 ANY SD H1 STA 10+00.00 VDOT STD FES W/ RIP RAP EC-1 INV. OUT 571.50 STA 0+74.06 VDO STD DI-313 (4'TF ROAT) RIM f76.08 INV. OUT 572.25 590 590 EX. GRADE PROP.GRADE 580 580 570 570 SIO-FILTE 74.06 LF OF 15" HDPE @ 1.01 % 560 560 560 NOTES: 1. VDOT S D IS-1 (INLETSHAPING) TO B PROVIDED ON ALL INLET . 2. VDOT S D SL-1 SHALL E PROVID�TH N ANY DRAINAGE STRUCTURE TALLERN 12'. 10+00 11+00 STORM DRAIN 'H' SCALE H: 1" = 50' V: 1" = 10' SD K2 STA 10+98.15 RE LOCATED VD T STD. DI-2B (12' THROAT) 580 580 INV. OUT 555.00 SD K1 STA 10+ 0.00 VDOT STD. DI-2B 570 4' THRO T 570 RIM 557. 8 INV. IN 554.00 INV. OUT 553.3 ± PROPOSE GRADE 560 560 8.15LFOF18' RCP@1.02% 550 550 EXISTING GRAD EX 18" RCP @ 5. % 5401 540 NOTE 1. VD T STD IS-1 (INLET SHAPING) TO BE PROV DIED ON ALL INLETS. 560 2. VD T STD SL-1 SHALL BE PROVIDED ON ANY 530 DRAINAGE STRUCT RE TALLER THAN 12'. 530 10+00 11+00 STORM DRAIN 'K SCALE H: 1" = 50' V: 1" = 10' 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 �n L.L M Z = ' w G 0 w G � J Z r�1 V o �a Q) oW N o 0 w Q0 9-� Q) .8 e 0� a CIO �a Z Q �� U V1 'E 1 o� m 3 o �.o CIO� L O Eca a. c � = o '_ MC 23 a> ICU �o ;° U aCU 80 �-0 O a) a= 21 a)(n aM T a)Co 0 �a C> �E Q aN TH OF � o °7 �, a Steven W Edwards . Cert. No. 0931 v a a 12-17-18 W� Scq Cn �� p E A R (n rn 3 a � 20 O 0) w a c C .N coE LTH OF �1/ o ' U Y O Alan G. Franklin � Lic. No. 35326 ,� 01 2 �� 12-17-18 s Ea SJONAL o rE Co = Q 0.6 Z> �m a SCALE: As Shown Pm ISSUED: 10/22/2018 ' N : kyj N Eel 0 615 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MAJOR SPAAPPROVED 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 SHEET: Z O lIll- W I- Z O U O LL 0 W Storm Drain Profiles W OF29Lu A 1 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS DI-3A, 3B, 3C EXPANSION KEYED FOR DETAILS OF INLET JOINT COAST, BARS ` APPROACH C E%PA-HSIDN JOINT 3'-10" FRAME & COVER x a S BACx OF SIDEWALK JOINT GUTTER SEE STANDARD IC 2. %� ❑ BARS G &.. 2, w �1C. BAiR G WARP 1R n BPRS C M BAR I SUBBASE ro 2" 6.,G..6., BARS B O -_ 2„ M ARS F�] ¢ a - HARDWARE CLOTH ' Y + -BARS WEEP HOLE- 4 d w o SEE NOTE 8 � k I W STEPS.ISE N kl Ei BARS U FACE OF CURB € NOTE 5 GUTTER B" 2'-8" J R•• . CR K CONTROL JOINT CRACK CONTROL JOINT F =• 6'MIN- PLAN SECTION A -A ' MIN MAX. 7o MAX. �"A KEYED CDNSF. JOINT L-VARIABLE - MAX. 20' 2" WARPED 2.•q„ $2,•6„ B 8„ 3•-0" "" BARS APPROACH 8AR8 A GUTTCR a W y�i y ii7 BARS G I I BARS E BARS £ WEEP FtOL£R EARS E BARS S m FRONT ELEVATION BARS F (GUTTER REMOVED) 1,/A„ 5XI/4" 8ENT PLATE : SECTION B-@' TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. L2%p"X21/2�••XI/�" GALVANI Eb TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CC-6 STANDARDS. TYPE A . TYPES 'Iz' x ,}•• STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE: FOR TYPE: A TO BE SENT ON AN ANGLE OF 68,40' TO ANGLE IRON AT 2'C•C,. CONNECTOIR$ AND IS TO 8£ ANCHORED WITH ''/z' x 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT T C-C. 2„ -APPR• PAVEMENT DI-3A _ate DI-36 L DI-3C L € WARPED PAVEMENT FLOW $ �. x FLOW I FLOW 1 I 1 DETAIL WHEN USED FOR 115E ON GRADES ADJACENT TO CURB: FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL 1V00-r REFERENCE ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET SHEET I OF 2 REVISION DATE 12" - 30" PIPE. MAXIMUM DEPTH (H) " $" 233 104.09 US/W VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROPY] & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS FRAME: IC-2 Y4" RAISED LETTERNIG -•••,� LETTERING OPTIONAL Y4" x VA* SLOT ,'_ r wA APPROXIMATE WEKRNT Ye RMED L.ETTERI(O CAST RON FRAME B6 ± 4 LE&. COVER 113 # 4 Lss COVER. 1'-GY4" CIA. 11 ya DIEYJ FINISHED -FT- I 1 i 1� MACE MACHINE I I rn SECTION A A SECTION 9-B. . NOTES L THE LETTERS V.D.O.T. ARE OPTIONAL. F USED THE LETTERS A1iE TO BE. 'IN THE DEPRESSMN IN TOP OF THE COVER 1" WIDE AND RAMW HIGH AS SHOWN 2. THE DEAF NO WASTE DRAINS TO WATERWAYS LETTERING IS IEQURED ON ALL IC-2 COVERS. LOCATION OF LETTERING YAY VARY SY MANUFACTURER. XV SPECIFICATION DCrr REFERENCEROAD AND BRIDGE STANDARDS STANDARD INLET AND FRAME COVER 224 REVISION DATE SI•EET 1 OF 3 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 105.01 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS a - •�� rrr A�%f�/. r• rrr rrr rrr C.711 r n n 17///. rrr rrr rrr rl ': 3' ' ] - riiiir,rrwrwrrrrw �!///, 1 r11A11111r EIIAE rlEll III .�r�rirl.�u,NNNrErrrrlrr� r� 9 DIAMETER - 4`-8"+ (2 II WALL TIICI(NESS) SECTION 8_B BRICKCONCRETE OR CONCRETE BLOCK HALF PLAN VIEW HALF SECTION A A (WITH FRAME AND COVER REMOVED] BRICK: CONCRETE NOTES, 1.QUANTIM SHOWN ARE FOR MANHOLE WITHOUT PIPES, THE AMOUNT DISPLACED BY OBTAIN T� QUANTBE �T� TO TABLE OF QUANTnXS 2. A BASE THICKNESS OF G" WAS USED IN DEPTH BRICK MANHOLECONCRETE COMPUTING CONCRETE QUANTMES. bNCRETE MAINOLE CONCRETE 3. NCREMENTS TO BE ADDED FOR EACH ADDITIONAL. FOOT OF DEPTH. 4. MATERVILS MAY BE BRCK CONN(RETE OR AL YARDS CU. YARDS 0.785 1.437 v.7� 11� APPROVED CONCRETE YMiOLE DROCI( 0.785'L961 5.IF BLOCKS ARE USER THE MINIMUM THICKNESS OF SAME IS TO BE 5". MESSE0.765 ARE TO THER THICK TO WALL THICKNESS SHOWN FORFIFORM 0.785 2,223 2.485 0.785 2.747 CONCRETE. 6 ALL. CONCRETE TO BE CLASS AS. 7O 0.970 a.917 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD M-1. 0.070 4.541 TH6 COST OF FURNISHING AND PLACING ALL MATERVL.s INCIDENTAL TO THE SHAPING IS TO BE INCLUDED W THE 90 PRICE FOR THE STRUCTURE. REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS . ROAD AND BROW STANDARDS 302 VD;RMA DEPARTIENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 106.01 2016 ROAD & BRIDGE STANDARDS ■ END -SECTION 12" - 60" PIPE ALTERNATE END -SECTION 12" - 650" PIPE HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION HID EN) ON OUTLET ELAND -SECTIONS SPIGOT ENID ON K2T Fps -SECTION x x�� � Jx I 00MN� �x CONCRETE QdM - _ _ _ _ '0PSI MINIMUM - v AW - - PLAN N; 01AWYER ff-wr PLAN r 'fix. ,EEL FAONC REAapr EE RFORCEMENT I i I 1 PAY LINE END VIEW SECTION X-x END VIEW SECTION x-X END SECTION DIMENSIONS END SECTION DIMENSIONS PP E DIAMETER A S C D E PPE DI TER A a C 0 E f211 41. 21-0. 2` -0" 4'-O 2'-0" 12" 4" 2'-0" 41" '-6'-1" 2'-011 W, 611 2'-3" T-g" 4'-0" 2.-B" 15" 6" 2'-3" 3'-10" 6'-1" W-6.1 18" D" 2!-3' 31-10" V-r 31- " 21 ON 2'-11" Y-r 61-1" 3'-V 1 1. VI T- 1, r-S. -011 24' 2'-n" 2'-3" 5'-0" 3`-611 24" " 3'-T' 2'-G" 6'-t" 4'-0" 24" 10" 3'-7" 2`-8" 6'-3" 4'-0" 27 " ION" 41- _V' .-,,. 41-6" 1 27" " 4'_01, 21- _ 4'_6n ]O" P-0" 4'-6" Y-7 8'- 8'-0" 30" 1,-O" 4'-&, Y-7 8'- 5'-0" 33" T-1 4'-D ' 2'- 7'- W-8" 33" Y- 4'- 34 B'- W-6" 36" 1'-3" 5'-3" 2 - A 1 61-13" 1'- 51 3d .,p 1 81. d 6.�01 42" P 9" 5'-3" 2'-tV 8'-2" 8'-6" 42" r-9" 5'-3" 2'-tP' 8`-2" 6'-6" _011 _ " _211 _ n _Gw 4ii1. 21.01 V._d" P'-2" " 5411 2'-3" 5`-5" 7`-8 54 • 21-31 5'-5" 2'-w 8'-4" 7-®" 6O" 2 -Tr 5'-O" 3'-3" 8'-3" 8'_D.'PIPE 6611 2'-611 51_0" 3 -3" 8, 3° 61.On UCKTH OF PAY LINE C B NOTES: PPE Lr7�IGTTNS SHOWN ON D�N.AINS ARE HASED ON END -SECTION DESIGN SHOWN THE LEFT,HE IN TO USE USE THE LTE HATE SHOWN p BE D KIHTIN O JN�UCED BY SLOPE DETAIL TION R" FLARED END SECTION V°O�r ROAD AND BRIDGE STANDARDS 12" - 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET 1 vF , 30� 102.01 VIRGBNA DEPARIMNT OF TRAMPORTATION Er�:��L+ll<L►J� 2016 ROAD & BR€DGE STANDARDS 2016 ROAD & BRIDGE STANDARDS THE LETTERS V.D.O.T. ARE OPTIONAL IF USED THE LETTERS ARE TO BE CAST IN THE OEPRESSKg IN TOP OF COVER t" WOE RAISED " HIGH AS SHOWN. ❑ ❑ ❑ A ❑❑❑❑ O ram mrrr � i• ■ r rrr mIrr APPROXIMATE WEIGHT , CAST IRON FRAME 246 ± 12 LOS.. TOP. COVER 137 ± 7 LBS.. A SECTION H-B BOTTOM tvoor SPECIFICATION STANDARD MANHOLE FRAME AND COVERREFE �"`E ROAD AND BRIOOE STANDARDS SHEET 2 OF 5 REVISION DATE 224 i<18 02 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS ■ TRANSITION BETWEEN - • +■ _lam` PIPE DIAMETERS WFEN OFFERENT SIZES OF PIPES ARE DICOU TrEREM %/ SHAPE TO CONTOUR CF PIPE - SHAPE TO ELEVATION LARGEST MV T OF -% OOF°PE TO F'OOUT ORAI 70 INVERT SECTION A -A: METHOD OF TREATMENT IN DROP INLETS NOTES: SHAPING OF MANHOLE NO INLET INVERTS IN ACCORDANCE WITH THIS DRAWM IS TO APPLY TO THOSE STRUCTURES SPECIFIED , 1 SLOPE TO DRAW ON PLANS OR WHERE INVERT OF PIPE 1$ ABOVE INVERT OF TO INVERT OF STRUCTURE. ` OurLET PIPE MANHOLE OR DROP INLET 15 TO BE FORMED AND CONSTRUCTED ` IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A 11 e PORiiAND CEMENT CONCRETE MIX CONFORMING TO CLASS AS OR " CLASS EXCEPT THAT 23X OF COARSE ACCRII MAY HE eUeROKENCTO C NOTDIAMETER ABROKEN CIST OF STONE BROKEN BRICK ONTE BLOGtK TilE SURFAf SHALL 8E LEFT SINOOTH 8Y MEANS OF ELAl17 TROWELLNNO- NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE. s • PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPfIa -^- INDIVIDUALLY TO BEST Fri THE PARTICULAR INLET AND OLETLET . CONFNGIUMTION AND FLOW LINES.: SECTION E3'� PLAN METHOD OF TREATMENT IN MANHOLES AD iRIDGE s STANDARDS RO STANDARD METHOD OF SHAPING �REFERENCE IN DATE 302 & INLET INVERTS 302 loom VIRGNNA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS PB , NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GRIUND LINE � GR 010 IWLINE lr GROUND LINE z J_ " rrrrr rrrr rrr rrr ' I [ rrrrr r rrrr I rrrrrr arrr €=- `^' 3 rrr � rr III- - I •'�� rrr €1 rr rr AI r1e, r EARTH rr rr �' rr rr { -Is , r ROCK OR EARTH ` * o ca UNYIELDING N SOIL L � E1E:nnwG - MATERIAL LAIN. 5110 D x D x BEDDING MIN. INN. V10 D 7/O0 D x D x BEDDING -.. MATERIAL MATERIAL x D x I/y " PER V OF H MIIN, 8", MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MN. 1,5 >< D MIN. 1.5 ■ D LAIN. 1.5 >< D MEN. 1.5 x D MIN. 1.5 : D 1 MIN. 1.5 x D TOP OF FILL TOP OF FILL^ TOP OF FN.L _ ks rr�� f rrr Err fif'r = �• ti rrr �• • ---�" � it ' rrr �� _ fr - = � y •iti :• rrrrrr. rrrrrr •"'•'" �--- vrrrrarrrrrrrr rrr>✓rrrrrrrrrr '-""- ' �ti' t% rrrrr rrrr f = rrrrrrrrrrrrr rrrrrrrrrrrrr "'-' -" �. {?: 'E ���r f.• � � rrrrrrrrrrr rrrrrrrrrrr cA rr rr f-rr rr rrrf f :+r n-':•:'•�:•:� rrr rrrf .• ti':f•%ti N rrrrrrrrr �rrrrrrrrr GROUND GROUND GROLM L.INE ayti{ LINE c] ry --LINE fr L.'•tivti IMIGIIv "EARTH - I ROCK OR 1 / MEN.1/10 O LINYIFLOING M[N.111O D X D X 8EDDING MATERIAL, y2' PER I� I SOIL MIN. 0 4 1•• OF R K O x a BEDDING EARTtN MIN. $". BE.ON - MATERE4i MAX. 24" MATERIALFOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION. ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH. ® SECT 3E72 OF THE ROM ANT] BRIDGE. i MBIWKMENT NOTES - ® NOTES- SPECIFICATIONS, FOR GENERAL NOTES ON PIPE 8EDDING4 CLASS I SACKFILL MATERIAL, IN ACCORDANCE � � � SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE. AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107.00.: REGULAR BACKFILL MA-ERIAL IN ACCORDANCE. � rrrrr FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL � WITH SECTION 3D2 OF FWF. ROAM) AND BRIDGE. CRUSHED CLASS CONFORMING TO THE SPECIFICATIONS, IN ACCORDANCE WITH SECTION 302 OF THE ROAD .� SIZE REpU1REME14TS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY OF . USEO IN PLACE OF CLASS I BACKFILL. FOR ALL OTHER PIPE REGULAR SACKFILL MATERIAL. rrrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD:' . AND BRIDGE SPECIFICATIONS. lV°°T INSTALL. OF PIPE CULVERTS AND STORM SENDERS 5REFERENCE ROAD AND BTNDOE STANDARDS CIRC PIPE BEDDING AND BACKFII_L - METHOD "AI' SHEET 1 OF 4 REVISION DATE 302 fO7.tl1 07112 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS y� Ve R TYPICAL SECTION (DIIIEMIONS MAY VARY VITH MANUFACTLIIERS DESIGN) GALVANIZED STEEL STEP # MNNIMILM OF 3" EMBEDMENT sr-1 Nt4 GRADE 6O. REINFORCIAO ROD ENCASED IN A LROSDDN RESISTANT RLOBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. COMMON MAY VARY WITH MIANUFACTMEWS DESIGNI CORROSION RESISTANT MATERI!g�04 RENFORCIINO ROO CAL SECTION STEPS WILL BE REL1LgRED IN ALL. STRUCTURES WITH A DEPTH OF 4'-" OR GAITER LNLESS OTHERWISE MOM ON THE PLANS. ALL STEPS SHALL- PROTRUDE -OA' FROM INSIDE FACE OF STRUCTURE WALL. MAXIMUM STEP SPACING TO RE 16" C-C. N74%x FRgTHE"MINIMIJIM FACEOF iFiiE POR O PALINDS WHEN STEPS ARE TO BE VERTICALLY ALIGNED ANO U I ORMAL.Y SPAIOED FOR TINT ENTIRE DEPTH OF ANY STRUCTURE. IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED INTO HOLES PROVIDED BY THE FCAEORR{CATOR, OR DRIVEN. STEPSFROM THOSE SHDWNN WY� IONS' BE lid P��0 TFEEYY I�ET THE MINUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETA.S AND CERTIFED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. 41 STEPS INSTALLED %011 , RE PROVXIED WITH SUMP -RESISTANT SURFACES SUCH AS BUT NOT LUTEO TO. CORRUGATED KNURLED. OR DIMPLED SURFACES. ALIAWN STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM 8221,ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITU MIMOUS SOLVENT TYPE ASBESTOS FILLED AiUMINUIM PI[;MEN'E'$D COATING; GIONiORINNiC To FEDEiNAL SPECIMATION TIC 0041aBA� ALUMINUM STEP REFERENCE STANDARD STEP ROAD ANIMINX STANDARDS VRONIA DEPARIUM OF TRANFSPORTATBON REVISION DATE SHEET 1 OF 1 106M 2016 ROAD & BRIDGE STANDARDS 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 of J Z NL o (O �a V J ^ ( Ord 2 I W 0 o 0 L N W0) W Z ICU s a O _ Z °° U V1 N o� m 3 c iu o E � >'.2 mN .6 L O -:5 E M c c (0 C -0 o O a > N 1- CU 0 N •O L) U aCU O -0-0 a= 'CIO N (n a � T � l0 � N C C (CD m E Q TH OF N C _ a) �0, rn c� y ° a 90 Steven W. Edwards Cert. No. 0931 v a 12-17-18 W05 scq C: O N PE A R �� In C t0 3 _LIn ID W a E rn O a c In �_ 2 E a >_ �a PLT H OF .o ' U L 15 n Y O Alan G. Franklin t a) Lic. No. 35326 ,� 2 n 0 12-17-18 ? a5 . s Eo S�ONAL �� o r E m � U'L 0.6 Z> a SCALE: As Shown ISSUED: 10/22/2018 a REVISIONS: 0. 02-08-17, APPROVED BYBOS 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 SHEET: Z _0 I- U Z 0 0 U_ 0 LU U) Storm Drain Details W OF29LU a 0 N 00 0 N O V ■ 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. \ \ \ 0 1 30' 60' 120' / / / / /�N �� / / 3. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12" WATERLINE PRIOR TO \ \\ MODIFYING OR CONNECTING TO THE EXISTING WATERLINE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT o DURING THE TEST PIT. c \ \ \ ♦ / 550 ' / / �C / / / 4. OWNER'S ENGINEER SHALL SUBMIT TO RWSA AND ACSA FOR APPROVAL A PLAN TO CONNECT TO THE EXISTING WATERLINE BASED ON THE INFORMATION FROM Dye G THE TEST PIT. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF CONNECTING TO THE EXISTING WATERLINE. IF ANY ACSA CUSTOMERS WILL BE WITHOUT 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. / 550 550 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 FOR \\� SERVICE. G/ / / / / / 8. SEE SHEET 2 FOR RWSA GENERAL CONSTRUCTION NOTES. oy \ \\ \\A EX. 12"x6" TES \ NOTE: / 9 PAVERS SACSA IS OTHEESPONSIBLE RESPONSIBILIOTY OF THORING E OWNER. PERMEABLE PAVERS IN THE FUTURE IF EXCAVATION OVER THE WATER MAIN IS REQUIRED. RESTORATION OF EX. FHA / ' 10. RWSA AND ACSA HAVE NO RESPONSIBILITY FOR RESTORING THE DECORATIVE WALL LOCATED OVER THE RWSA WATER MAIN IN FRONT OF THE GARDEN SPOT. EX. 12" G.V. \\ FIXTURE COUNTS MUST BE PROVIDED TO THE / / EX. 12 PLUG Oy \ I vv. ALBEMARLE COUNTY SERVICE AUTHORITY PRIOR TO MAKING TAPS FOR WATER SERVICES. METER SIZES WILL BE DETERMINED ONCE FIXTURE COUNTS ARE PROVIDED. x CONNECT TO EX. 12" \ oy \G) \ /• / ---- RWSA WATERLINE @ ♦ o , / THE GARDEN EX. 12" DIP STUB \ s SPOT s�o x � \ s \ / _ \ v / / ° r' \ ; ; _ EMERGENCY I / / ' � / ° ° i O \ ACCESS TREES TO BE / \ PRESERVED � \ ° ° ° � � ° ��� � ♦ _ - TYPICAL ° ° ° a ° / ' i ° �Ps� 9 BEND / ,, a ° G ¢ .' ♦ / / / % _ r �°�`� ° LATERAL ° B o ° 22. / ♦ / / / / / \ r r vN / 2 ' AC A° ! \ C3 t 8"x 6" TEE ° N / . \ ¢ / / S-D ' / r 4" ° / \ 8"x 4" RED. � ° �4 TEE a° 1= E - � � 4-1 \ r 4'G, ° 4/ , ° > 4" G.V. a ° ° ° &V U°T%�_- - A FHA ' � HEALTH ND -- A - 30 ACS r 4"x4" TES- 6�. PAVER ��UNDERDR E ENT R 4�� G� r - - - - EAS _ TIE TO STORM INLE \ it G \ \ / xx �- G G x G / may\ E �EXISTING 20' DRAINAGE �� -/ EASEMENT TYP. SD P r \ \ � � (D�. 3931, P 434A) O.A. � � � � \ _ x , / Voa p , 3`�uyWIIIIIpIU/4� � � ° o \ \ s - ---- �/� vv� / G3 r , _ \ A / E �\ 1 0 / PERM, A �E r ♦ �/ PAVE _ \ -- ---- -----_ - / \ o I t -----_----- ° x PERMEABLE - � F2 20 ACSA / ; I X #5 I _ I PAVERS �� + I EASEMENT � HA. 22 6 _ o \ \ f I - PROVIDE 1 �SLEEV� / �,; � j � 8" DIP W.L. i` I f� "`� ,' ° \ � ��� i _ WATERLINE'C' UNDER WALL FOR / W .1 � W W - W W W W W W 5° x\\ FUTURE WATERL[NE / - - - - - - / I ( G--G GGG GGG--GG GG �G---- G=G--G--GGG--/cr ficr� / i cn Voti I EXTEN ON BY OTHERS �7� e� i I I 1 G I / � � PERMEABLE VAv ° I I PAVERS 45 BEND ]BLDG. �' I EX. DI-2A r j �- I RIM 563.22 V A PRESERVED, TYP. 1nW. OUT 539.34, /4 17-7 U *5 ®® - 22.5 BEND 14, �i I RESIDENTI i SD ,\ Al - - EX. DI-1 I 20' ACSA 1-38 (4') ko RIM 550.11 �10toI MENT I RIM 545.56 / \ A\\ INV. IN 544.32 I � � I INV. UT 541.78 INV. OUT 544.32 I a I I Q e I m 0 c� RIM 543..21 �I I u, I EX. SMH ml M EX. SMH INV. IN 538.18 BkrmrCr-1-2 I / RIM546.92 INV. OUT 537.32 I RIM 549.27 EX lX. SE-8 S INV. IN 542.5± INV. OUT 541.29 - S I INV. OUT 542.32 I/ \ A I ON / 1� v 0bs� 0 quo �P'OuT�l j59 I / 11.25° BEND / 001 .�r5'5 V± 'O BEI 'T D . EX. SDMH RIM 554.77 INV. IN 549.24 IINV. OUT 549.0 O m1 �> 1 0 � � I Q EX. '$DA 2B(14) 5.94 9.11 RIM'55� INV., 54E I I _ Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com Z •� W W J Z 0 0 Q U �� a_ W U) �0 O Z WE o rn a .L L QN I$ �o c� o rn U '(p 'E N oa a� 3 vi �o Ec T.o C� L o� E� o= m 3 c o �w U T N 0) CO C fl- U Y O a O O 0 Q O N � a) N L (0 >. N (6 Q to c C Co N E Q POOH OF Steven W. Edwards Cert. No. 0931 a 12-17-18 Al scq PE 01 a L 3 �o �o CU) �E a� 5. -T H OF Irj o r Ty Alan G. Franklin Lic. No. 35326 w a 12-17-18 s/ ONAL SCALE: ISSUED: REVISIONS: E ° �a) o E CUZ5 Z T O N N T N L O 1 " = 30' u" 10/22/2018 a 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MAJOR SPAAPPROVED 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 SHEET: Utility Plan Z O Z O O u_ 0 W N W OF 29 LU a M N co 0 N O ■ NOTES: 1. ALL 8" 6" WATERLINE: SHALL BE CLASS 52 DUCTIL 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 WATERMAI S IS 12". 590 5. THEMI IMUM VERTICAL SEPARATIO BETWEEN SANITARY SEWERAND WATER INE IS 18". 590 6. 3.5' MINIMUM COVER REQUIRED OV R CENTERLINE:OF PIPE. 1.5' ± SEPARATION NOTES: 580 580 1. AL 8" & 6" WATE LINE SHALL B CLASS 52 DUCTILE IRON PI E. 2. ALL 4" WATERLINE SHALL BE CLASS 53 DUCTILE IRON PIPE. 3. ALL WATER SERVICE CONNECTIONS SHALL BE TYPE K COPPER TUBING. E RWSA EXI TING GRADE 1 ± PROPOSED GRADE 4. TF E MINIMUM VERTICAL SEPARATION BETWEEN STORM PIP ES AND WATE MAINS IS 12". .12" W TERLINET SEPARATION 5. TF EMINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE IS 18' . 570 ' ± 570 590 6. 3. ' MINIMUM COVER REQUIRE OVER CENTE LINE OF PIPE 590 COVER SEPARATION CLASS 52 DIP EXISTING RADE 5 + W TERLINE 3.5'MIN. - - SEPARATION i COVER PROPOSED GRADE PROPOSED4" 1 5'+ CLA S 53 DIP 4WWA SEPARATI N ---- -- ---- - -- WA ERLINE 560 __-'� ___ - 560 580 580 OSED 12"S52DIP Z RLINE Zi W > PROPOSE D 8�� 550 W " 00 ; 550 570 CA ASS 52 D! 570 U- a 0 m U Q WATERLINE J H Q _ i U' i U' m p Z Z Z } O WW - - - 11 zo N 0 J W tY W > J J tY ti > W W W W Z J co >�>m=� >�coO >- Z > W N N Z Q Z U -- ' Q H Q H Q <, = c� U� UD -> W -, w U� -> W i >w c� W 540 540 560 60 - aOZ ND�Q 00 U 0 W W LL> 0 0 w>. LLI w0 Lu0 WO Nt Itli Q W 0 Z 0 Z W 0 2 Q W W H Ur 2 W_ 00 Z Z CoUr i 0 W� W Z Cl) Q W W� W� i W 0 W (n� (n� W W 0 � fA� Lu W W W, W W W U W Q W W U W N H U Q �UW W W W W M �� oe � W c0 IY oo W W W W Lu Of Z ~� ~ = N O X Z Z LL m o __ O z Q 00 00 O (D i ma] o o 0 m - - ! o 0 00 O W 0Y - 00 - 00 00 - - CO W �W HW M Q m Q m �W Q m W W W `o N -oxocX _ C/) _ xC� � . = XC� x _ �_ x _ x x x o ? ? ? x(n XW o O X X ��11 WO W W H V fA U N N r N N Ln - 00 N N Ln - - 00 aD N N Lo N N - N - N EO � 01 EO .� Q N EO .� a0 00 00 ->O ->O O 0') _>O - - - - `t N It I -I m 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 10+00 11+00 12+00 13+00 14+00 WATERLINE 'A' WATERLINE U SCALE H: 1" = 50' V: 1" = 10' SCALE H: 1" = 50' V: 1" = 10' NOTES: EXISTING GRADE 1. ALL 8" & 6" WATERLINE SHALL BE CLASS 52 DUCTILE IR N PIPE. 2. ALL 4" WATERLINE SHALL BE CLASS 53 DUCTILE IRON PIPE. PROPOSED 3. ALL WATER SERVICE CONNECTIONS SHALL BE TYPE K COPPER TUBING. GRADE EXI TING GRADE 4. THE MINIMIJM VERTICAL SEPARATION BIETWEEN STORM PIPES AND WATERMAINS I 12". 950% COMPACTIO 590 5. THEMINIM M VERTICALSEPARATION BETWEEN SANITARY SEWER AND WATERLINE IS 18. 590 580 580 OPO 6. 3.5' MINIMU COVER REQUIRED OVER CENTERLINE O PIPE. (STD PROCTOR) GRADE - - - � 3.5 MIN. 2' ± 4' + _ C VER SEPARATION SEPARATION 18" ENCA ING SLEEVE UNDER WALL 580 580 570 3.5' MIN. 570 - COVER 77M PROPOSED 8" 1 \ 570 CLAS 52 DIP SEPARATION � 5570 560 560 WATERLINE REQUIRED w (ST PROCTOR) w PROPOSED 8" Z W Z CLASS 52 DIP W W J oIL IL 0 0 WATERLINE QU W Z - Z Z W W 560 ' Q 560 550 m m 550 W 0 0 0 , 0� Z Z W> Z Z W Z W 0 Z � 0 W' 0� W 0 W' 00 Z� W W W (D m m m Z W p Z HU Z Q W U Z HU CClY (� m- CD 00m o 0 00 o o (D o CD % m o (� ( m 00 m ~% i m E0 00 ;; J >Q o x > Lq Lq x Lq Lq x U' x 0 o Lq x o x o - X L7 U' - o x x o o 0- 0 = - O ao N N N = N N oo N N - - N N N EO EO N - - LO = ao N N N c LO = N Ln � CO �t N - - = EO EO N O O = N Ln Ln `. L t a0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 10+00 10+50 WATERLINE 'C' WATERLINE U SCALE H: 1" = 50' V: 1" = 10' SCALE H: 1" = 50' V: 1" = 10' 45' I' COMPRESSION x 3/4" MALL PIPE COUPLING max L 1 OR APPROVED EQUAL 7 � a 4 - max, 45' COVER LIFT NOTCH max1 14 1 /2" ( ° - I a PLUG 12,8" TYPE "K" 4 - 4 1 I I 12 1 /2 SOFT COPPER FOR USE ON ATTACHE€? SINGLE FAMILY ° I ' "'I RESIDENTIAL SERVICES OR DUAL RESIDENTIAL 2 I AND IRRIGATION SERVICES- 1"x1'x1" TEE T WA TER 1 1 a FOR ALL BENDS FOR TEE OR WYE FITTINGS CAST IRON LID MOTE: NO SWEATED FITTINGS WIDEN TRENCH TO 18" METER BD7C a' _ ACCOMMODATE DUAL SERVICE R. ANCHOR IF REQUIRED. • 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL I° TYPE 'K" min III BEDDING AS REQUIRED I p SOFT COPPER _ r '* rL p ® ct PLUG FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION M j N IVY I � 1 METER IS NOT PROVIDED. " EXTENSION SINGLE SERVICE.SECTION 1-1 SECTION 2-T-2 - NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE: 6" CAST IRON ua PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. � SIZE OF (FEET) CU.YD. (FEET) CU.YD. PIPE SLOT FINISHED GRADE BEND L H T L I { T (2 PLACES}.' 90.: 2.50 2.50 3.01 0.24 ` LDCtW€Nc METED BALL 4-„ 6,r 45 2.00 2.25 2.60 0.15 22 1 /2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 VALVE sax (INLET & l 11 1 /4 1.50 2.00 2.50 0.10 OUTLET) , 36" MIN. COPPERSETTER 90: 3.66 3.16 3.21 0.48 3-21 � 45' 2.66 2.16 0.48 26 � � 1/9 BEND COUPLING LSD, II 3.16 2-91 2,66 0.32 N OTES' - 11 11/4 1.66 2.16 2.67 0.13 (1). A 1--3/4" D.IAM.ETER HOLE. IS. REQUIRED IN THE LID FOR TOUCH READ METERS. METER 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2,83 0.52 22 1 /2 2.33 2.58 2.86 0.24 caPai�Arinx STOP BRICK AS 11 1 /4 1.83 2.33 2.84 0.18 NECESSARY 1_ THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES TYPICAL..._ METER BOXES TYPICAL SERVICE LATERAL INSTALLATION 2. USE °�oa ��DSC�NNCRETEAI"vEs: (5/8;2-1" METERS ?s '`5I8 8e 1 METERS) 4. THE o CaolvsuLTE1NGH E GI ElWFP2�5HA BE RESPONS ED ON ANY PARTOF THE TO H I VERIFY THE TYPE &SIDE OF ALL THRUST BLOCKS. . .. ......... .... NITS NITS . . .. CONCRETE THRUST BLOCKS FIG. W-7 FIG. W-6A NTS FIG. W-3 TD-13 TD-10 TD-3 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 of J Z O U o� -o o 0 � w LLI 0o Z co �a 0 Z o 0 U C O N -2 m 3 uS � o E_ �.o c� .0 L O EO C C m a 0 a> 03CCU C Co -o U t a� o -- -0-0 0- m w a m T N (0 E p O C (CD (6 E Q TH OF N N a)o ��� m ya90 W (aevenEdwards. . N o. 0931 v-17-18 � N a , c15 N E A R �� W N snm rn 3 �E �a ao �Cn 12 E a TH OF o Alan G. Franklin Lic. No. 35326 2 12-17-18 = W' s C7 E a S/ONAL o rE C� Q Z 0 c u) SCALE: As Shown, ISSUED: 10/22/2018 a m REVISIONS: 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MAJOR SPAAPPROVED 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 SHEET: Z O U I - co Z O U O w co Waterline Profiles W OF29Lu PLACE 5' GALVANIZED " WITNESS " POST WITH ' a ',•q • ° • a a d a� d ° ' A CAPPED ENDS PAINTED BLUE: IN REMOTE AREAS a AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. 1 Y 9 4 NOTE: HYDRANT MUST BE FINISHED GRADE a' • EQUIPPED WITH CHARLOTTES- � d VILLE THREADS WHICH IS THE LOCAL STANDARD. a VARIES LEND O B NC LENGTH F BRANCH VARIES +4" MIN- HALVE BOX 6' _4==4 �.{ TO METER BOX (SEE FIG, W--�-6A MIN 27a' 2' TO 1 Q' 0 7 5" B" MIN. �' � THRU Vli-7E). ! - ADJUSTABLE VALVE BOX W/ LID fi° h11N. 7 CU. FT. VALVE B(3X e. #68 STONE I _ 6" GATE � so" •- ,, . "'b: b 2" COPPER VARIES 42"MIN ; 6 , , VALVE .�4• B" x 6" - 3s" M.J. FITTING 2" CORP. STOP . ►; TEE WATER MAIN ° 4" DIP 4" PLUG THREADED FOR 2500 P.S.I. CONCRETE ' 4 a .::: 2" COMPRESSION FITTING BASE AND THRUST � ..... _ _ 4 BLOCK AGAINST UNDISTURBED STABLE M.J. M.J. GATE~ VALVE a• RESTRAINED JOINT FITTINGS SOIL. STEEL PILE] 18' MIN. a � �---- - 17.5" I�� t RESTRAINED JOINT FITTINGS - - - - - e 4 WHEN THE SOIL IS DISTURBED OR WHEN : v 37" MIN. NOTES.. A HYDRANT IS LOCATED IN A FILL, IN ADDITION a TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT: € " GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. WATER LINE « SERVICE LINE TO CONNECT AT MAIN WITH x"x4" TEE:. . I WNGNUT LOCKING ASSEMBLY 1Z MIN. 4. REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE: 47 NOTE « REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. Li U BYPASS « NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS 2. MAINTAIN A 3 1/2' MIN.. COVER FROM THE MAIN TO THE FIRE HYDRANT 2500 P.S.I, . PROTECTION FOR BOLTS.. [ INCLUDING DITCHES) CONCRETE 2'x 2' BEARING AREA - USE 2500 P.S.I. CONCRETE. 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND THRUST BLOCK VALVE BOx. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE HITCH. NOTES:. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL. BE INSTALLED AT LOCATIONS WHERE WEEP a o n ' 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL B a a MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8. PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND:. NOTE. : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL LARGE METER SERVICE LINE N.T.S. TYPICAL GATE VALVE TYPICAL METER VAULT 1 1 2" METER FIG. Y�lµ-4 NTS NTS NTS FIG. W-5 FIG. W--78 FIG. W-5O. Tf-$ TD--12 TD.--' 15 TD-9 a .. a � �.. � r � d'. a• ° : 4 a• �' . � b ■ a e d a . s ' • _ •� . '• .. •. 4 ■d ° a V FINISHED GRADE VARIES a ad 120r 4" DfAMETER BRANCH I VALVE Box BLOCK 18" MIN. WALL SLEEVES W/ a AND VALVE • . WATERPROOF SEAL 4 . (] AIR RELEASE VALVE M.J. PLUG TEST CONNEC-nON A VARIES STRAINER METER 18" MIN. ,,. 72" MIN. BRONZE GATE BRASS OR BRONZE PIPE VALVE -4.; •�a 44" MIN. O a ---�8" MIN B" MIN. �` 17.5° 5" MIN. q -0 fi" MIN. 18" MIN. 8" MIN. I (22.5" FOR COMPOUND METER) • *LAYING LENGTH (MIN) a, L STANDARD METER=19.25" DRAIN TO GRADE l i=I1, IF POSSIBLE I� WATER MAIN RESTRAINED JOINT FITTINGS ,. 3" COMPOUND METER-24.25" d - ", I 4 4 4• - :a. 'a• a 6... f �3 �[Ii. O N -LINE e. . _ 4 .d.• d !. d. d. C4 .d ..aQ.,e.. •' C: •• 4 p 60" y TYPE „B„} BRICK SUPPORTS OR SOLID CEMENT BLOCKS I- 6" 24" x 36" ALUMINUM ACCESS HATCH OVER METER AND TEST TAP � Y .3 CRUSHED STONE „ TYPE K SOFT VARIES THREADED COUPLING 4 STEPS SHALL BE RUBBER COATED TEST CONNECWN -� COPPER PVC NIPPLE AND CAP (22.5" FOR COMPOUND METER) a. COUPLING PVC SLEEVE or 0 BRASS NIPPLE AND CAP 18' MIN. �`----i7 �" ---- DRESSER 12" 2" GATE VALVE EC 3s" MIN THREADED CONNECTIONS CORPORATION. STOP I LUBRICATE ALL THREADS a e d' . COUPLING 54" MIN., METER � 2" BRASS PIPE THRUST FLOCK 'o a 37" MIN. METER BOX (SEE FIG- W_7)-------------------- d STRAINER ° 4 so" MIN. VALVE 0X a NO. 57 STONE 12" MIN, W1NGNfJT LOCKING ASSEMBLY 12' MIN. 5" MIN -�6" MINI--W- 30" MAX. BLOCK BLOCK M.J. FITTING o .. , . ' . : ■d . a • .. NOTES: 2" PIPE SLOPED 4-... TO DRAIN IF 1 A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC GRADE ALLOWS BYPASS AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, ? °.� ,� 2 PVC OR BRASS NOTES_ SHALL BE USED.: t.4:° VARIES. VARIES PIPE 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER 1. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4" LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. WATER MAIN AND VALVE 2" THREADED TAP NOTES; MINIMUM WALL THICKNESS FOR VAULT CONSTRUCTED OF MASONARY BLOCK SHALL BE 8"; 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ARE SAME SIZE PLUG 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. ADEQUATE FOUNDATION. SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT 2_ MINIMUM WALL THICKNESS FOR PRECAST OR POUR• -IN --PLACE VAULTS SHALL BE 4"_ 2. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED THE MANHOLE CONE.: MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8"' WATERPROOFING COMPOUND DEAD END', 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED 3. PROVIDE A FLOOR DRAIN WITH A 2" DRAIN PIPE RUN TO DAYLIGHT OR INSTALL A SUMP PUMP. IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN „A„} (TYPE WATER PROOFING GOMPQUNI?. OR SUMP. AIR RELEASE VALVE (ARV)TYPICAL TYPICAL METER VAULT 3" METER BLOW -OFF ASSEMBLY TYPICAL METER VAULT 2" METER NTS NTS ...... . .. . . . FIG. W-9 NTS NTS FIG. W-70 FIG. W-8 FIG. W---7C TD-19 TQ-1.6 TD-17 TD- 20 ■ 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 of L.L M Z. ......z: W -0) 2 0 LLI G � Q H 0 VO _j O IO 7 .Q O a ( IWl O 1�. O °° i -r-N Q2 C c70 3 �w cOO U J =. L .o N zo E6 c > m E Q Cl) �_ F wCU Cm I y �a Steven W . Edwards N Cert. No. 0931 v 0 12-17-18 Al N a sC, °m p E A R 0� � 3 �E 2)o (� �W �E Q� PATH OF s - o U 3 0_ Alan G. Franklin Lic. No. 35326 2 12-17-18 = Z5 N�S/_ONAL SCALE: ISSUED: REVISIONS: E ° �cn oE O_L ZO C N � N N O As Shown.° 10/22/2018 a N 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MAJOR SPAAPPROVED 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 Q SHEET: z O U H co Z O U O LL 0 LU U) Waterline Details W OF29Lu M N co 0 N O IN SS-ZA1 STA 10+00 ACSA MH RIM 549.75 INV. IN 546.14 (DROP) INV. IN 542.34 (2 - 8") INV OUT 542 14 600 590 ,:1 570 560 550 540 530 NOTES: SS-ZA6 1. ALL PVC SANITARY MAINS TO BE SDR 26 PVC. STA 17+31.32 AUbA MH 2. ALL DIP SANITARY MAINS TO BE CLASS 1 DIP. 3. THE MINIMUM VERTICAL SEPARATION FROM STORM DRAIN LINE IS 1 ". RIM 578.00 4. THE MINIMUM VERTICAL SEPARATION FROM WATERLINE IS 18". INV. IN 567.45 (6" LATERAL) INV. IN 567.45 (8" SS-C) 5. MAINTAIN 'MINIMUM COVER. INV. OUT 567.25 (8") PROPOSED SS-ZA5 GRADE STA 14+98.57 ACSA M RIM 559.7 INV. IN 55(.37 (6" LAT.) INV. IN 55(.20 (8") SS-EX1 (B KMRCR-1-2) SS-ZA2 SS-ZA3 S -ZA4 INV. OUT 50.00 (8") STA 10+00 STA 11 +73.13 17ACSA STA 12+35.95 S A 13+29.66 ACSA MH ACSA MH MH RIM 547.84 A SA MH / RIM 549.28 RIM 548.62 INV. IN 541.75 INV. IN 543.23 INV. IN 543.81 IN . INV. OUT 1.29 (EX..) INV. OUT 543.03 INV. OUT 543.61 INV.O . OUT 5464633 i i SS-ZA1 EXISTING 5.0' ± 1.5' ± STA 0+62.48 GRADE SEPARATION SEPARATION ACSA MH RIM E49.75 _ _ _ - - - - S PARATION INV. I N 546.14 (B-DR P) INV. IN 542.34 (2-8") / 2'0 - INV. OUT 542.14 SEPARATION 164.91 L „ nip 2,1 % ' 1 SEPARATION 75' ± SEP. LF 89.71 LF O - - 106.65 LF OF 8" PVC @ 0.65% 58.83 LF OF 8 DIP @ 2. 1% 58.48 LF 8" PVC @ 0.65% p p o J Z Q J Z Z Z - Q Q w w o Z_ w o 0 0 J J O w J O O O co < (n < Cn Cn Cn w io bo CO `n LO 10+00 11+00 SANITARY SEWER 'A' SCALE H: 1" = 50' V: 1" = 10' 12+00 SD A6 STA 10+00 ACSA MH RIM 578.00 INV. IN 567.98 INV. OUT 567.78 SD C1 STA 10+63.35 ACS MH RIM 580.00 INV. N 568.54 INV. DUT 568.34 SD 2 STA 11+17.05 590 ACSA MH RIM 581.80 INV. IN 569.04 INV. OUT 568.84 580 13+00 570 15 7.55 LF OF 8" PVC 59.35LFOF8" 49.69LFOF8" PVC @ 0.61 o PVC @ 0.60% 560 1. ALL PVCSANITARY MAINS TO BE SDR 6 PVC. 2. ALL DIP SANITARY MAINS TO BE CLASS 51 DIP. 3. THE MINIMUM VERTICA4 SEPARATION FROM STORM DRAIN LINE IS 211 . 4. THE MINIMUM VERTICA SEPARATION FROM WATER INE IS 18". 5. MAINTAIN 3' MINIMUM C VER. + + 10 00 11 00 12+ 00 SANITARY SEWER 'C' SCALE H: 1" = 50' V: 1" = 10' 14+00 SO C3 STA 12+78.60 A SA MH EXISTING RI M 577.25 GRADE INV. IN 570.19 INV. OUT 569.99 PROPOSED RADE J Q Q w O J 0 U Q U It- 13 00 15+00 X68 "LAT) *0 570 ELIMINATE/ EMOVE 10T OF S.S. AND SS C4 560 14 00 16+00 17+00 18+00 SS-ZB1 STA 10+5 SS-ZP1 DROP MANHOLE STA 11+45.5 RIM 554.67 MANHOLE (PRIVATE) 600 INV. IN 55 .67 (DROP) RIM 582.25 600 INV. IN 547.87 INV. IN 574.45 600 INV. OUT 574.25 SS P2 SS-ZB2 STA 14+30. 6 STA 10+97.56 MANHOLE (PRIVATE) DROP MANH LE PROPOSED RIM 582.00 590 RIM 573.00 GRADE INV. IN 578.20 (8" LAT) 590 INV. IN 9.00 (DROP) INV. OUT 590 INV. IN 56 INV. OUT 563. 0 STING 700 GRIADE 580 580 ---___ - - _ 580 / 281.00 LF OF 8" PVC @ 1.26 0 570 r i (PRIVATE) 570 570 / 4 .00 LF OF 8" DI @ 12.00% / (PRIVATE) / 18" ENCASING SLEEVE / UNDER WALL 560 560 / 43.56 LF OF 8' 560 / DIP @ 28.31% (PRIVATE) 550 550 I - -� / I ff � 550 540 CONCRETE �I 540 460 540 DIP @ 3.33% (PRIVATE) 1' SEP. LO MIN. 530 530 w s 530 . ALL PVC SA ITARY MAINS O BE SDR 26 VC. 2. ALL DIP SANITARY MAINS 10 BE CLASS 5 DIP. 3. THE MINIMUM VERTICALSEPARATION FIR DIM STORM DRAIN LINE IS 12" 4. THE MINIMU M VERTICALSEPARATION FR M WATERLINE IS 18". 5. MAINTAIN 3' MINIMUM COVER. 10+00 11+00 12+00 13+00 14+00 15+00 PRIVATE SEWER'B' & PRIVATE SEWER'P' SCALE H: 1" = 50' V: 1" = 10' iwwr S 'R.JC"T STF4X,7 RIM INNERT I�EffI PIPE # TYPE ELEV IN .............. bit CFSCRPTICN ZP6 NH 578.0D 537.98 53778 228 75 LF CF S' F'vC Ca 7.44 % Z45 NH 55975 550.75 55055 16491 tF CF_ 8' OP 244 % ZA4 NH 553.03 546.53 54633 89.71 LF CF 8' ❑P 281 % ZA3 NH 54784 543.81 54361 58,83 LF CF 8' PVC o 0.65 % ZA2 NH 548.62 543.23 543 W 103 65 LF CF 8' P1v1(_-a 0.65 % ZA1 NH 549 M 54234 54214 IMP 56481 F CF 8' PVC a 0 67 % EK1 NH 549,27 541,75 r-4129 Z32 NH 5T3.00 569.00 00 PF ZIVA (DFC9 563, 20 43,56 LF CF 8' CIP 2B 31 % ZB1 NH 554.67 55067 547 67 PRiVA (CFCP) 54T87 46.66 LF CF 8' IMP @ 3.33 % ZA1 MHyy 549.75 546.14 54214 (L..,IRCIP) 54234 ZC3 NH 577.25 570.19 5M99 157.55 LF CF 8' PVC a 060 °Ib ZC2 NH 581. 80 53904 53884 49.69 LF CF 8' PVC Ca 0 60 % 2C1 NH 59000 56854 56834 5935 1.F CF 8' PVC [ 0.61 % ;A NH 578.OD 5U7"98 537.78 1 . ZP2 NH 582.00 578.2D 578 0D PIRIVAI E) 231. C13 LF CF 8' PVC C 1.26 °fb ZP1 NH 582.25 574.45 574.23 (PRIVATE) 44.00 LF CF 8' CIP Q 1200 % 031 NH 573. W 569 00 533 00 (ERC9 5 .� ,`:. :1:77 _ ,: .:. =: 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 �n J Z o r0 V o� 0 o 2N n W �° Wo ZEL as �a 0 E Z o0 U V1 -E a) 2 Cn m 3 � o E _ �.o C� .o E� W C C Co � o `o aa) r 03 C C Co -o U t a � Q a O a) Q C U .N m (n d � T a) � E a �> C m as E Q OF �N PLTH C a) o m c� y a 90 Steven W. Edwards r Cert. No. 0931 -� o y U a 12-17-18 a =o a Scq � N p E A R �� N ;n L 3 E co U as a C C (A 'Co E Q I_ L o T H OF U n Y U Alan G. Franklin Lic. No. 35326 2 o� 12-17-18 ? W s Eo S/ONAL �� o rE U'L Z O C N � a) N U SCALE: As Shown ISSUED: 10/22/2018 a In REVISIONS: 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MAJOR SPAAPPROVED 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 SHEET: Z O H U I - CO Z O U O U_ Sanitary Sewer LU Profiles W OF29Lu 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 a M N co 0 N O ■ FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA --'0" STREET SURFACE OR NON -PAVED AREA 1'-0" MAX y " RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0'MIN PRECAST REINFORCED 1-4 CONCRETE SECTIONS 12" MIN "0" RING SEALS 4 16" MAX MINIMUM ELEVATION 4 DIFFERENCE ACROSS M.H. 5" 4'--011 FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE ----,,VARIES DEPTH OF FLOWFILLETS CHANNEL. TO BE 3/4 DIAMETER OF `=-_=---•- --- CONTRIBUTING ...., [] SEWER. a T On a. ° ` q " 12„ A FILLETED INVERT FOR A SMOOTH 8 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED,. MIN. 6" BEDDING NOTE W1 NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL.. JOINTS, LIFT HOLES, INLETS,. OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT: TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN . . . . . . . . . . N.T.S FIG. 3-1-A TD -25 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER HAUNCHING NO. 68 STONE BEDDING 6" max 4" m in FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE fiftwmftfiALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21 A STONE; 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED. PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING. OF NO.. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD w 34 LJ..I Z I 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" 1' MIN I" Q +� . � Q BRANCH 12"------------- �� I i 1 ----------------- 74 2' FLEXIBLE CONNECTION NOTE: WITH. STAINLESS STEEL. ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL Uj BE CORED AND A FLEXIBLE CONNECTION BOOT '• o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B To-27. SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE: CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE, 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4'. --� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. MAIN LINE [h N N wN ❑N m _E E� cox �a 14 CA �aLd U Nv f ff'"'1 FA � r I}►l►ii►}►!}i{i}►i►i{►!}►ill►i►l►+►}►Ili►l►+►}4. � ►}►►rlrf r�►►!{e/�1ri�}►}aii+rl�fr}�}lirlr}r}r►►.e,� ►1+% ■ �{+i►}iii+i}iii}�il4i}i{i►►i►ii►!}i{�i}i+►}►►{►i}i+}►ti! ►►�►!}►+{{iii}►►►►}}{{►}}}{ : 1�I A 2' MIN I SALT ____/ TREATED. FINISHED GROUND 2 x 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S: FIG. S-2 i• coo n L P � TD---33 a En o Ln [/} N E 0 �.-' G? R....a rE ci i o C lfl 1p z s o �E E :itE �_ N th (0 v 0 ��• �� w ra TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-1-0 TD-31 -4 0 1 C4 CR FRAME & COVER -SEE FIG. S-I-D, E STREET SURFACE OR --NON-PAVED AREA SLOPED AREA ' 2'- 0" .. RUBBER COATED STEEL STEPS 1'-O" MA CAST IN PLACE PRECAST REINFORCED CONCRETE ° SECTIONSWITH "0" RING SEALS AOR APPROVED EQURL /MIN,' 3'-O"THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) 5' BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR N BACKFILLED WITH SELF -COMPACTING 16' MAX STONE. �� L] 5' A MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN ACROSS M.N. FROM INLET TO VARIE D OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH Q TRANSITION OF FLOW BETWEEN �. INLET & OULET PIPE SHALL BE n a a A PROVIDED. Vk Al Ion 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES,. INLETS, OUTLETS. TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES: TYPICAL MANHOLE WITH DROP CONNECTION NTS ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- FIG. S- 1-C DITCH LIME i SPACING SPACING - TP- 28 ANCHOR EXTENDS INTO SIDE OF DITCH 6" MIN, ;::: VARIES D.}K 2500 PSI CONCRETE r PLAN SPACING ANCHOR NO. 1 AT FIRST JOINT ABOVE MANHOLE. a ❑ 4 cc � 4N T 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 on M Z. ......Z: LL] G � 0 LLI 2i tj Z eL O O) 7 0.0 0.0 i �N 02 w 0) 070 C 3 �w �/J 0 c0 w_ U eL L O O (1) Zo Z 00 U U1 c a) o n � 3 uS � o ;_ T.opp N N 0 E� o� c c i � w N _ O .0 3 70> a� r �M c ❑ �-2 t U � N U O _0 2 O_ c 2 U O T O , -0 E V O c > E OF Cn = 0 PATH � N y �a Steven W Edwards J . Cert. No. 0931 v Cert. �a 2 12-17-18 N a q PE P, c 3 �E �0 0 - o �Cn Cn �.E Q� PATH OF s U 3 i "_ 'G� 0 OcD Alan G. Franklin Lic. No. 35326 2 o0 12-17-18 s Eo S/ONAL �N o� �E Q_ OIL ZO C N � N � O SCALE: As Shown 2.° ISSUED: 10/22/2018 a N REVISIONS: 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MAJOR SPAAPPROVED 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 Q SHEET: Z O U I - CO Z O U O U_ Sanitary Sewer LU Details W OF29Lu a in N 00 0 N O IN ,� i - - 4-IA THE GARDEN °yam / / /G / / / A 11- RC W/ S \ O \ TG \ 0 15 30 60' 120 ®® 60- CS BELOW SPOTXz X 1- MG G) °\ \ / ♦ / a \ \ \ a \ b / ♦ ° \\ \ / of - 50- CS BELOW 1- ZE w/ ♦ AA - + s 3- CF 80- CS BELOW+.�� o _ o _ A m � � j \ i' \ a 3- AA u•mmron�� 275- CS BELOW / / / / 0 ♦ _ C20- VB 1- AA 27- TH / \2 1 Ktt I,ANUF-Y (KtUUIKtU t$Y LUNINU): A. REQUIRED: Acres Site Acreage: 8.822 Farmland Credit: 0.000 Recreational Credit: 0.000 Open Space Credit: 0.786 Public Land Credit: 0.000 School Recreational Areas Credit: 0.000 Open Space Amenity Credit: 1.500 Preservation Credit: 0.000 Agent Approved Credit: 0.000 Basis for Canopy: 6.536 Equation: Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy Al. Basis for Canopy ('A' above) 6.536 Min. Tree Canopy Requirement: 15% (see Section 32.7.9.9.b) Total: 0.98 Equation: Basis for Canopy X Minimum Tree Canopy Requirement for project = Total B. PROVIDED: Acres Preserved Area: 1.50 Bonus Factor 1.25 Total: 1.875 Equation: Preserved Area X Bonus Factor = Total C. BALANCE: Acres Tree Canopy Required (Al): 0.98 Tree Canopy Preserved (B): 1.875 Additional Canopy Required: -0.895 Note: If Additional Canopy Required is negative then NO additional tree canopy is required. If Additional Canopy Required is positive then additional tree canopy is required. Equation: Tree Canopy Required - Tree Canopy Preserved = Additional Canopy Required (If Needed) Open Space and Preserved Area are one in the same for this project. ADDITIONAL REQUIREMENTS: 5% of Paved Area: Paved Areas: 127,708 sf (2.93 Ac) Required: 6385 sf (.15 Ac) / 50 sf = 128 Proposed: 106 Trees (includes all required shrubs and evergreens adjacent to travelways/parking areas and the existing trees being saved- 265 shrubs, 97 evergreens) Parking Lot Trees: Total Spaces = 234 Required = 23 (1/10 spaces required) Provided = 43 + all the existing mature trees being saved Screening: As Shown on plans via evergreen plantings. ARB: Frontage = 494.70' Required Street Trees = 14 (495/35) Provided Street Trees = 14 + additional plants and site elements I I I I I I / J /II 1 92PROXI AT� 1 ITS/OF �E V/ ARI 510� \ \ i \ 7- CJ \ 8- TG I S,O\ Label 5derruhrN;Rml!� Common Nvmc AA ArrWo shier arborea'AUb" Enhance AkAumu Briltante SeIwiueoerrY AO Aber rubrum %3alober Glory' OotDber Glory Maple ACi Acer ruhrum k]clober Glory' October Gka-y Maple A.P Acer griseurrm Paperbwh hi,ple 9J Nmur: srka van. nr:ulans 'JustLrb grolw4vr' Juitn BrDuw Crs 13cou X oad am OVKU6 x %�rw MWntph' Qrq*n M:urtpn FlcwmXood EIN BeltA@ nWa '111erllage' Clump R"r elrch CD CQrus deodara. Deodar OEaUr CF Our nus 9beida.IG 4oMe Chief' CheYokee Clue? Duerr odd CJ CXyphaneris japonica "r'Dehi-l6 Yoshino Japanese QyplvF m CK Cwnus kcusa'Sb!Mr Rnl[ Stellar Rnk Kausa DogwaDd CM C.arex morrDwii Ice Balee lee Balls Sedge CP Carcx pensyhmnlea PennsyFranLa Sedge CS Qwex siderasliDFo Varlegata' Creeping broadleaf sedge DD Narcissus M Arbon' fl-arge-cupped} Cwlan Doffad1l He Hkpeneum Dalycnum St. Johns V`brt A lea wlanhip1p'Fnr6r9n' F44t*r N2 Hilly IL Jim gbbra 'D9nW DBn6a knWerry LM Lriope mu-a,;wi Varlegabd Variegaied Lirkwe LS L'quidaniar styracrfkla'Fotundioha' Rcdmdihba Sweet Gum MG Ma�gnofia grandflDra'Edth RWue' Edith "use MJagnolm it Nlagnaia g andflaa 'Lime Genf LrMe C- n Flmgnoba MV "nda wirgin lea-Ausirais' kueiralrc 5w tr»to2y Ndgr sic PH P@wN,9tum a�pec air l 4 Leh' C&w arf FountaLn Grass PYk PemV D'. '5dsn)s Perfume' Edens PyfUme None QB QArcuB bicolor Srr amp WhRe Cue QR Quwtrua a lea &-,"l Oak QS Ckowrus shurrordi Shumard Oak OSi Cumcus dlunordi Shumarci Oak RC RlhcdoderraFcn aataw hieme Turpureum 4andifiorunf Purpureum 4�randrfkrum Rhododendron Is Thula'Grein &ant' dwj urecn Gant Arbar kae TH ThqR gcci0ntpl6 'emwpW F,mgrald G;rq*n Arh WYrlrne UL Uh1US p@-K0U '.AJJ@ ' A lee CNn%e Ekn UL 1 LMus pa-iraiia 'Alice' A Mee CttifleSe EM VB Viburr'IurnplitaLufn •TIiulYph' Trio"Il Viburnum VL1 Vnra mixK'AIW Gammon White f#ririfkk Z.E Z5kD ra serrata 'Green Vase' Green Verse Zd ci a Quontlly Callrmr Heiqhk Rook Comininats 13 1.5-7 21SB MuFJAruwtk q3-5 trunld). d&ise. ur'a &rn bFar a#ling 9 2�3' 9&B Straight trurlt hranohing hegi-Is A 4': balanced head 1 3,�4` @&9 Straight trunk hranohing hegi-Is at 4; halarhGed head 4 2-2.5- 983 Straight trunk branching begi-Is at 3•; balanced ineod N 24-31Y" P&Wconl A.11 pants trDm one iDurce; hmlhy color; balarlomd iorm; 10.12 23 74,W' @$B'conl All p pnt+from 4n? swrCe: h"lhp cow: 4aLizn",31grm: 8.O.C< 8 2-2.V B&B)conl Nkj'J-hunks 43-5 trump): w el pruned Cno 6tralght - Nip 4runke) 3 15--7' 60 Fdll to ground: dan%br:uxlMrlg. aVai2hl. pyramidal Fa m 9 1.5-7 B&B -Waght trunk branching begins al 2. balamuA head 13 6-7' BBgrranl Full bo graund: dense branching. slmpM. pyramidal fowri .9 1.5-2' ISM Slr*ht trurk branching hegi-Is A 2; balanced head 436 4F PLUG Oerrs,e faun; good oolor. w d ra cried n pal: 12- QC. 79 is O•ns• form; gaud color w d ronIed n pot, 18' &C. ALT = 4"Pots 465 1 G Oanie form; good color: w el raaIed n pal: 19' QC. ALT = 4"Pots 850 bulb Free o1 rd & drea-e: placed randornik a G O.ns.• farm; heathy solar- unrform branehng; Ar OTC. 5-$' TSB Pun rig ground: d9r'rgR hrprKhing. 5"VM. pyrpmtdpl lgrm IM 24" 3 (3 4errse fvm: healhp color: urllr-m VonchN: 4r O C. 525 d" pal. { 1 pint) Dep&LL forrri. good tM&. w ef Old rdded in pbl.. 18" O.C. 7 25-Y MB Straight trunk hranohing hegi-Is al 4': balanced head 14 7-8' Mlivcanl fuII b3 ground: dens bral-Fclvng. sbmtghi. pyraridal form 4 2-2.5- 1 D' &&& full to ground; dense lcrancNng stmtghl, pyramidal lam A ••a' k &Eftonl full to ground; dance bonchmg. straghl, pyramidal form 141 3G PBr4o IQ-.:h*Mycolor: kfKWm 4+pnChrg: W'OO W 7(3 fullkl pot: free of rot & Weaee: W 4 25-3' 2•SB :height lrurlt branching bep')a ai V; belamoed head 4 25-3' B&B SRraght trunit l arching h%ins al V: bat wed held 4 2-5-Y MB Straight trunk hranohing hegi-Is A R; balanced head 12 a6-4' EW Straight trunk branching begi-Is at 4': halaroGed Ihead 1JD a G derLse fDml; heathy color: uniform branching; 4- OTC. 31 6' k &Wconl Full b3 ground; darxo- brarehing. rtiaghl pyramidal form W 5.6' oSevconl Fyll to yr4Und: d9r*9 4r.nrsehLny. 6tragM. pyrpmW Fl lgrm 31 25 3' 5811 Sir ftht tru14t branching beflhe al N: bWarroed Mead 1 &! -4' 60 :Mreyht llrurlt branching beg Via al N: balanced head 32 3 G Dense fern,,:;hellhy od&. uniform branching. 4 O.C. on 4" QT Full in pct. Free of rot S disease: picked mmdornlg ALT = 4"Pots 16 2�3' gas Straight trunk branching hegFls A 4; balanced head LANDSCAPE NOTES: 1. SEE SHEET 18 FOR LANDSCAPE DETAILS, PLANT LIST AND/OR ADDITIONAL NOTES. 2. PLANTS INDICATED WITH (■) ARE SUPPLEMENTAL AND NOT REQUIRED BY THE COUNTY FOR FINAL SITE PLAN APPROVAL. 3. SEE SHEET 19 FOR PHOTOMETRIC PLAN AND SHEET 20 FOR LIGHTING DETAILS. 4. ALL PLANTS SHALL BE MAINTAINED IN A MORE "NATURAL" GROWTH STATE. NO SHEARING! NO "BUTTERBALL" HEDGES. ALLOW THE PLANTS TO GROW TOGETHER 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 2-3 YEARS AFTER PLANTING. 6. PLANTS IN GROUPINGS (2+) SHALL BE CONSIDERED LARGE BEDS WITH SMOOTH MULCH BED LIMITS. PLANTINGS ALONG WOODED AREAS MAY USE NATURAL DETRIS AS MULCHING (3-4" MAX. DEPTH). ANY INDIVIDUAL TREES SHALL BE MAINTAINED WITH A T MIN. DIAMETER MULCH RING FROM TRUNK. LARGE MULCH BED LIMITS ANS MASS PLANTING BEDS TO BE OUTLINED IN FIELD BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7. CONTRACTOR SHALL TILL AND AMEND WITH NUTRIENTS AND COMPOST ALL PLANTING AREAS PRIOR TO PLANT(S) INSTALLATION TO ENSURE POSITIVE GROWTH DEVELOPMENT. 8. OAKS AND OTHER APPROPRIATE SPECIES SHALL BE PLANTED AT THE OPTIMAL TIME (SPRING OR FALL IF DUG) BUT NOT DURING LEAFING OUT. QUERCUS BICOLOR MAY BE PLANTED EITHER SEASON; WHILE QUERCUS ALBA SHOULD ONLY BE IN THE SPRING. 9. LANDSCAPE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT PRIOR 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 IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 1- UL 3- MG 1 -BM I c 4 - HC -4 Qs1 �I P MULCH BED, LIMITS\ I O013,9-w, R �R�UT; 659 11.ALL SOD AREAS TO BE KILLED OF EXISTING VEGETATION PRIOR TO FERTILIZING, FINE GRADING & LAYING NEW SOD. SOD TO BE INSTALLED LESS THAN 24-HOURS FROM BEING CUT. IRRIGATE IMMEDIATELY & CONTINUE TO WATER AT THE RECOMMENDED RATE UNTIL ESTABLISHED. 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 M Z. ......Z: LLI G 0 W J Z' o Q ` (�./l 0- a ^ o o 0 cn W �-° W cOO a o0-0 p _ E Z 0 0 .V1 U •E o 2 Cn -2 ai m 3 uS iu o E >,.o m N � L O E9 C O N N C a w j o `o r rno Co -o U a t0 O O a) Qc �N �M T N (0 E_ CU �E Q TH OF a� w a) O N a 90 Steven W. Edwards Cert. No. 0931 v a 12-17-18 �C: \ Scq Cn p E A R �� 20 N rn 3 a E rn O ac - o W c w 'Co E a) `. m � o T H OF U n Y o Alan G. Franklin Lic. No. 35326 2 0 12-17-18 ? W s Eo S/ONAL o , E 10 CL Z O Iu cn SCALE: 1" = 30' r_ ISSUED: 10/22/2018 acn REVISIONS: 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MAJOR SPAAPPROVED 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 SHEET: Z O H U co Z O U 0 LL CII LU Landscape Plan co OF29LU •/ (9 / / I THE GARDEN �G _ \ YL 0 15' 30' 60' 120' / / SPOT 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 1.1 rn 0 N 00 0 N O V ■ ARE) 8 T l' i / 100 0 SUPPLEMENTAL PLANT LIST (NOT REQUIRED Label $oientificName CcmmmName AJ Ata' PakYdtuH7 vfir..8trcprrpureurM'Bk xWgd0 ' Jiepenese in _le AP Am griseum Peperbark Nbple BJ Buxus sirm war. nsularfs 'Jusha Brame ers' Jkrr N 13 mw ers Boxwood BM RuKus x %�reerr Mounlsi MlumLairr Bmwocd OW BuKa$ wm:p vpr inpulpris %WlGrgr"n' 4 rdVrgFCr OQecw pW CA ClelFdo ohl'dia Summww oat Octhre CJ CrWamerla jeparka 'Ycehind Yo9hho Jeperrase ale CL (prcx R* na :Hw CM Cerex mxrow i 'ice BMBV Ice E�alw Sedge CN CsrneNa japonica 'F,Lccic's GenY Nuc-Ws GernCaird la CR Cam Ueda Lund Sedge ❑D Narclssus x % erhoiY { Ler,e-cupped) Carton Dafiodi DE Drycoer19 erylInrcaoraTkUmca ALHLwm Fern Wilame' HE Hqdp siCbddiPno'Ek5WnV 6eQans I xlg H11 Harrerocelks 'aale d'Or0' Stella dOr-o Daylfy HP Hydrongico p9nrcuW@ Thvlghk' Limight @nwo HO Hydrengea quereifofa'Ahce' Alwt 03Mnf I-krdrangu IA tax edeMimia fcaEerr Foster*2 FidFy 03 kbiYtr#rcolcr'Blue Flay Rue Flag kim 111. lam ,lkbry Vensa' Cerrsp Inkberryr LM LW We rnusean Varle0N Variso-ed unope MV M3pde VtQNca 'Austral9' Auab afla Sw eeibaV r.13gndfa F3 Rnnkrahum okwwroides Fwntn Gro" PH P4mn*Wm okpa-Gumikdes'I-Immkr Cw wi Fountan Grams PT PaWwwrOe kni, Ar Us Jepariew Pech"onda R4 Rhod.,dend•ati txb�wbie„fever. ohm Alba Motlo6Mclrcn RC Rhaipdend-ca cainwbier a Rjrpum G-arrdifkxurrr Purpureum aandrfbrum Rhoidederrdmn V6 Vdurnurnplicaturn'MunVY Trluirph Viburnum VM VMa mbar Who' Cnnwm VMIe FbrW hide ZE Zek ova serriRB '(Xeen Vase Green Vase zNma { rrtikyr CakWr Height $pad frxt Comments 1 2-2.5' IMS MAHrunk �3-3 hunks]. dmse, unirarm Nehching 6 2-2.5' 86.0 aragN hunk: brenchmfl bigns ak 3': belarroed heed 24 24-30' BhMonl AN plants ircm one sour-ce; heebhV color: balenroedform 3' 0.C. 17 2 r3o' B&Bkcrd AN plants from one scurce; healthy color; balanced foTm T [P.G. 42 24-3a' UBkw l AN *nts from pnc. -!jpurce: hcp4hy color: balancc4 twm W O.0 6 3 G AM planks fran ono swmr: heohhy edrx: belamM form T 0.1C 7 &7' BBedccM Rill to ground; dame brencMV. slydIV. pyrarrideJ tarn 27 1 G AJI p1pnts fr-wn pnc. jQuKe; heollhy color; bplprrKred form 3c" 0.0 140 4" R -Lri Den9e foritt 9ocd color: w ell rooked qn poi: 1 Z' O.O 32 3 G AJI plants irfm one smrce; heellh y cdrx: balaireed rorm v o.C. 58 1 to AJI planks horn one source: healthy color: befanocd f9M Nr O.C. 625 bulb Free of rot & O9eese: placed randorrt y 13 1 G Dense tarn good cdor. w ell ❑eroded 17 pot; 18" C.C. 20 1 G Dmsc:for m gpvdQ;iw. wdprosfiadin ":24' OC 62 1 G Dense f4xm flood color: w ell rooted n pd: 16'' C.0 3 7 C arpigM trunk: branching bmjns e{ 2': bolomcd heed: TIC F 38 3 G Dins* fern[ flood color: w el ►Wed in p# 4' 0.0 9 5-0' BdB FLII1b ground; dense hfoncNN. slreighl. pyramidal tarn 10 bulb Free dfrttS dseese; 18"-QC 4 24•W 3 G Qcn$e fprm hevthyr color: unifcrmbronchhq: 49" Q.0 140 4' QT Den 9e foriY[ fled odor: w @II ❑eroded fry pot; 1Er O.C. 3 7-d' B&WccM FIAI10 ground; dense brenclrrq. slrelphI. p�ramldal tarn 112 24-3W 3 G AN plpnt; from pna -pwrce: hc9hhy Gvbr: bolancrdI mrc 3' 1).0 26 24-31V 3 G AM plents frmn on* swrce: heonhy cdrx: belamw form 3' O.0 30 4' QT Gm6* fora[ float odor: w eta rooked 4n pd: Ar C.0 is 24-30' 3 G ❑I nt& fairs h"Myr color, urifur'nhranthhZ 46" O.0 13 24.3ir 3 G Dense form heathy color: urrfcrmbranchhgy 49" Q.0 14 24--3T 3 G Dense TflriY[ heathy color: urdormbrenchka. 4' O.C- 450 4' OT Fug in Val: free or rot & dssease. plmed randanty 3 2.5-3' BM 5469 A hunk; dense, branching begins *bare 4' LANDSCAPE NOTES: 1. SEE SHEET 18 FOR LANDSCAPE DETAILS, PLANT LIST AND/OR ADDITIONAL NOTES. 2. PLANTS INDICATED WITH (■) ARE SUPPLEMENTAL AND NOT REQUIRED BY THE COUNTY FOR FINAL SITE PLAN APPROVAL. 3. SEE SHEET 19 FOR PHOTOMETRIC PLAN AND SHEET 20 FOR LIGHTING DETAILS. 4. ALL PLANTS SHALL BE MAINTAINED IN A MORE "NATURAL" GROWTH STATE. NO SHEARING! NO "BUTTERBALL" HEDGES. ALLOW THE PLANTS TO GROW TOGETHER AND SHAPE/THIN AS NEEDED ONCE HEDGES AND BEDS FILL IN. ALL STREET TREES SHALL BE LIMBED UP TO ALLOW A MINIMUM OF 7' 5• CLEARANCE TO ALLOW WALKABILITY ONCE PLANT IS ESTABLISHED 2-3 YEARS AFTER PLANTING. 6. PLANTS IN GROUPINGS (2+) SHALL BE CONSIDERED LARGE BEDS WITH SMOOTH MULCH BED LIMITS. PLANTINGS ALONG WOODED AREAS MAY USE NATURAL DETRIS AS MULCHING (34" MAX. DEPTH). ANY INDIVIDUAL TREES SHALL BE MAINTAINED WITH A 3' MIN. DIAMETER MULCH RING FROM TRUNK. LARGE MULCH BED LIMITS ANS MASS PLANTING BEDS TO BE OUTLINED IN FIELD BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7. CONTRACTOR SHALL TILL AND AMEND WITH NUTRIENTS AND COMPOST ALL PLANTING AREAS PRIOR TO PLANT(S) INSTALLATION TO ENSURE POSITIVE GROWTH DEVELOPMENT. 8. OAKS AND OTHER APPROPRIATE SPECIES SHALL BE PLANTED AT THE OPTIMAL TIME (SPRING OR FALL IF DUG) BUT NOT DURING LEAFING OUT. QUERCUS BICOLOR MAY BE PLANTED EITHER SEASON; WHILE QUERCUS ALBA SHOULD ONLY BE IN THE SPRING. 9. LANDSCAPE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT PRIOR 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 IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 11.ALL SOD AREAS TO BE KILLED OF EXISTING VEGETATION PRIOR TO FERTILIZING, FINE GRADING & LAYING NEW SOD. SOD TO BE INSTALLED LESS THAN 24-HOURS FROM BEING CUT. IRRIGATE IMMEDIATELY & CONTINUE TO WATER AT THE RECOMMENDED RATE UNTIL ESTABLISHED. 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 JJJ O oia �Q C oN oa =N Qa _ �@ �o W EL co L O N � O O U �cn 'E N 2 i -22 m(D 3 uS � o E >,.o m r9 � L O EO C O N a.� c (0 C a w j O O 'O > N � 03 (d C O L U t a O O QC n a> (n a � > N (0 � E p C C (CD Co Q PATH OF �'%s y a ° °' �7 $ Uo a 96 Steven W. .Edwards 17- Cert. N o. 0931 v a 12-17-18 � �� o , scq O (n P E A FL G� N �a rn 3 a E C6 O Co - o c w E o.`o � o LT H OF.o �' U _U Alan G. Franklin Lic. No. 35326 W 2 0 12-17-18 W S/.ONA L SCALE: ISSUED: REVISIONS: E E yin �a) o E Ca C O_L ZO a) cn %o 1"=30'4y C 10/22/2018 a In 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MAJORSPAAPPRO\/ED 0. 06-13-18, MINOR SPA- APPROVED Oz 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS Q SHEET: Z O H tU F- (1) Z O U 1 7AW U- Supplemental W Landscape Plan W OF29Lu GENERAL NOTES: 1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE CONSULT 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 RAISE CONCERNS 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. PLANTING NOTES: 1. 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. CULTIVATE SOIL IN - LANDSCAPE AREA TO A MININUM DEPTH OF 12"; TYP. 12" 2-3" MIN SAME AS BELOW MULCH LAYER (AS SPECIFIED) FINISHED GRADE PLANTING SOIL MIX (AS SPECIFIED) EDGE OF LANDSCAPE AREA, PAVEMENT EDGE OR BACK OF CURB NOTES: 1. 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). OPTION 2: DIAGONAL STAKING (FOR EVERGREENS (1) STAKE & GUY PEF IN A CULTIVATED AND MULCHED PLANTING AREA MULCH LAYER OPTION 1: VERTICAL MULCH LAYER- (AS SPECIFIED) STAKING BEGIN AT PIT LIMITS AND ADD NO MORE FINISHED GRADE (2) STAKES & GUYINC THAN 3" TAPERING UP TO 1" AT TREE COLLAR. BLEND WITH TO EXISTING GRADE PLANTING SOIL MIX TREE. SET STAKES 1 AS NECESSARY AT OUTER PIT EDGE (AS SPECIFIED) AROUND THE TREE. GUYING A MININUM C COMPACT EXCAVATED SOIL HEIGHT OF TREE AN[ TO FORM ROOTBALL PIT ON THE LOWEST BRANC 12" 2-3" DOWNHILL SIDE OF FINISHED GRADE -.III-III_ III -III PLANTING AREA I=1 I I-1 I I PLANTING SOIL MIX 'II=III=III-11 TRENCH EDGE AROUND _I=1 I I=1 I I=1 I REMOVE TOP OF BURLAP - AND/OR ALL ON -BIODEGRADABLE 1=III=III=11 ' IIE111=11-_ ENTIRE AREA TO BE PACKAGING AFTER FINAL =III-III-111 JII-III-III-III- - MULCHED PLACEMENT OF ROOTBALL III=III=III=1I mil' z ElI1=1I1=1I1=1I1=1I1=11I-'' - El I E=E 1 E- I I_ � I I I=1 11=1 11=1 11=1 I I=1 I I- ' I I=1 I I=1 I I=1 I I== _ _ -I I -E I I -I 11=1 11=1 11=11 I' SCARIFY BASE OF PIT. BREAK - - - - -III=III=III=III=III- - II-III-III-III=III=III=III=1II- THROUGH AND LOOSEN ALL =III=III=III=III=III=III=III=III=III=III=III=III=11- =III=III=III-III-III=III- III-1 I I=1 I I -I �'_ "'-'' I=111=111-11=1 I I-III=1 I I-1 I I-_ I I- I"- "'_ ' HARDPAN (REMOVE AS -"'- nI-1i1-"' " "'-II RETURN EXCAVATED SOIL NECESSARY) TO FACILITATE AS NEEDED AND COMPACT PROPER DRAINAGE ON A SLOPE LIGHTLY TO BRING PIT BACK TO FINISHED GRADE. ROOTBALL PITS PREVENT TREE FROM SETTLING IN FUTURE 18 SECTION 12" UNLESS OTHERWI NOTED CROWN BED 2-3"; TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE MULCH FINISHED GRADE UNDISTURBED SUBGRADE CULTIVATE SOIL WITH ROTO-TILLER TO A MIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE CROWN TOP OF MIN. OF GRADE FINISHE VUL I I VF1I CU JVIL 2 TREE STAKING OPTIONS Z Eel 1�13 1. 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. STAKES ON "HIGH" \ SIDE OF TREE ONLY SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS 18 FINISHED GRADE J 111-111-III_ -1 I I-1 I E=E _ I =III= -III- REFER TO TREE A ROOTBALL PIT DETAIL 18 COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA 3 � TREE PLANTING ON SLOPES IIIIIIIII L - � II IIIIIIIII IIIIIIIIIII �, � • (III IIIIIII IIIIIIIIIIIII IIIIIIIIIIIIII� Illllllllllllill�Ill� IIIIIIIW.illllllllll IIIIIP' (IIIIIIIIIII, � � �i� ' ' ' (IIIIIII IIIIIII IIIIIII IIIIII IIIIII 111,231111 IIIIIIIIIIIIIIIIIIIII��� IIIIIIIIIIIIIIIII IIIIIII IIIIIII (IIIIIIIII IIIIIIIIIII • MULCH LAYER TRENCH EDGE AROUND ENTIRE AREA TO BE I_ MULCHED SECTION NOTES: 1. 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. SEE DETAIL FOR SUITABLE TREE OPTIONS �g 18 TRENCH EDGE A ENTIRE AREA TO MULCHED REFER TO TREE A ROOTBALL PIT DETAIL 18 4 TREE PLANTING SECTION MULCH LAYER CULTIVATED SOIL L-001 18 SECTION, PLAN L-002 18 SECTION, PLAN L-003 18 SECTION, PLAN L-004 N.T.S. N.T.S. N.T.S. N.T.S. ROW SPACING ROW SPACING 01 AS SPECIFIED 0 o D f O.C. r r SPACING 0 f ° ROOTBALL BED WIDTH PLAN PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE� PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE SOIL WITH ROTO-TILLER TO CULTIVATE A MIN. OF 4" LAYER OF A MIN. DEPTH OF 12"; BREAK TRHOUGH PLANTING SOIL MIX INTO BED HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION 5 SHRUB PLANTING (SINGLE & DOUBLE ROWS) 18 SECTION, PLAN L-005 N.T.S. PLANTING SOIL MIX PLANTING PROCEDURE (AS SPECIFIED) 1. LAY OUT BED AND OUTLINE WITH TRENCH GROUND COVER EDGE. PLACE SOIL FROM EDGE WITHIN BED. 2. ROTOTILL BED TO 12" DEPTH. SPREAD 3" MIN. (AS SPECIFIED ON DRAWING) LAYER OF PLANTING SOIL MIX OVER BED. LEAVE NO ROOTS EXPOSED ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL MULCH LAYER (AS SPECIFIED) PLANTS & MULCH. WATER THOROUGHLY. 24" (UNLESS OTHERWISE FINISHED EDGE NOTED) TRENCH EDGE (TYP.) j\cli 111= IAI1=III=111 I I I I I I I I I I- ' EDGE OF LANDSCAPE AREA, PAVEMENT EDGE, OR BACK OF CURB. UNDISTURBED SUBGRADE BREAK THROUGH ANY EXISTING "HARD -PAN" CULTIVATE SOIL IN LANDSCAPE AND REMOVE AS NECESSARY TO PROVIDE AREA TO MINIMUM DEPTH OF 12" GOOD PERCULATION & POSITIVE DRAINAGE. GROUNDCOVER PLANTING IN MULCH AND CULTIVATED PLANTING AREA NOTES 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF %2 TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET ROOTBALL EVEN WITH FINISHED GRADE. TREE O.C. SPACING (AS SPECIFIED ON DWGS.) TYP. EXISTING GRASS TO REMAIN UNDISTURBED Q EXCEPT WHERE TREES ARE PLANTED 0 _ ..A FINISHED I GRADE i REFER TO IIIIII -IIIIII -IIII I-IIIIII -IIIIII I --III-III-III-III-IIL ROOTBALL DETAIL-;I--"-III=III=III=III=1 =III=III=III=III=III- TYP. I1-III„_,III III-1I1-1I1-III ,II NOTE: LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN INTO THE GROUND 30" MIN. TREE O.C. SPACING (AS SPECIFIED ON DWGS.) TYP. EXISTING GRASS TO REMAIN UNDISTURBED Q -� EXCEPT WHERE TREES ARE _ PLANTED G w FINISHED "v GRADE =III=III=III-_- '1111�1111��11111 I_ _45° I II _ _ _ I� TREE ` STAKE GALV. WIRE )-JT HOSE STAKING ENLARGEMENT MULCH (AS SPECIFIED ON DWGS.) STAKING ENLARGEMENT MASS PLANTING & STAKING IN EXISTING 6 VEGETATED AND MULCHED PLANTING AREAS TRENCH EDGE (TYP) 1" X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2' MAX. ROW SPACING TO ATTACHING TO POST W/ MIN. (3) GALV. FLEX'C' RINGS PER POST. 1' =IIII- LOCATE AT TOP OF SLOPE. USE EXCAVATED SOIL TO IIII=IIII= i FORM ROOTBALL PIT ON IIII=IIII= DOWNHILL SIDE. IIII=_III _IIII- SHRUB PLANTING ON SLOPE IIII=_III II- (SET PLANTS PLUMB) =IIII=IIII=IIII=IIII=III III=_IIII=_IIII=_IIII=_IIII=IIII- MULCH LAYER (AS SPECIFIED) IIII-IIII-IIII-IIII-IIII-11 =IIII=IIII-IIII-IIII-IIII= _ 24° ''I _IIII_IWI= , _,,,, PLANTING SOIL MIX =IIII=IIII=IIII=IIII- (AS SPECIFIED)=_IIII=_IIII=IIII=_IIII=_IIII IIII=IIII=IIII-IIII- - TRENCH IIII=IIII=1111-1111 _ - = EDGE =III' III=IIII=IIII=11 (TYP) ADD EXCAVATED SOIL TO BRING TOP - OF ROOTBALL TO FINISHED GRADE. =IIII- TAMP LIGHTLY PRIOR TO SETTING 4" MIN. =_IIII- 11=_IIII- SHRUB TO PREVENT SETTLING. I_ �=IIII=_III -IIII=_IIII-� -_ -'III=IIII- '' =IIII=IIII=IIII= SET TOP OF ROOTBALL 4" -IIII-IIII- LEVEL WITH FINISHED GRADE. MI SHRUB PLANTING ON SLOPE 18 DETAIL L-010 STAKE N.T.S. GALV. WIRE 18 SECTION L-oos N.T.S. NOTE: FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING NOTES". PERENNIALS / SHRUBS ROW (AS SPECIFIED ON SPACING DRAWING) PERENNIALS (AS SPECIFIED ON MULCH LAYER DRAWING) (AS SPECIFIED) SLOPE FOR 12" DRAINAGE TRENCH EDGE (TYP.) FINISHED Cl) GRADE =1 11= M =IIII =IIII \ \\ �//�//�//6 P E RE N N IALI\/\\/\\/\\/\\ \\ \\ SOIL MIX /\/\/ / / / / =IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII= (AS SPECIFIED) III=_IIII=_IIII=_IIII=_IIII=_IIII=' -IIII=_IIII=_IIII=_IIII=_IIII=_IIII=_IIII=_IIII=_IIII=_IIII=11 l=_IIII=_IIII=_IIII=_IIII=_IIII=_IIII=_III' =IIII= -IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII 1=IIII=IIII=IIII=IIII=IIII=IIII= III=IIII. -IIII=IIII=IIII=IIII=IIII=IIII=IIII= CULTIVATE SOIL WITH ROTOTILLER BREAK THROUGH ANY EXISTING "HARD -PAN" AN ADDITIONAL 6-8" DEPTH & REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION & POSITIVE DRAINAGE. UNDISTURBED SUBGRADE 9� MASS PERENNIAL BED PLANTING NOTES: 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. ROW SPACING TYP. �I Ct4" TYP. ' FINISHED GRADE lIIIEIE:I ' IV, -E I I=111: TREE (AS SPECIFIED ON DWGS.) 45° TYPICAL STAKING: -III-III-III III1 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE I---=III- 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT REFER TO A� MIN. OF %2 TREE HEIGHT ROOTBALL DETAIL 18 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY) COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE PLANT SOIL MIX (AS SPECIFIED ON DWGS.) MULCH (AS SPECIFIED ON DWGS.) r TREE 10� MASS PLANTING AND STAKING ON SLOPE 7--STAKE GALV. WIRE CHOSE STAKING ENLARGEMENT 18 DETAIL L-014 18 DETAIL L-008 18 SECTION L-007 N.T.S. N.T.S. N.T.S. ■ 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, THE CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES, 1"-CALIPER OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT THOSE SPECIMENS OR GROUPINGS SPECIFICALLY SELECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. 2. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY PLANT SUBSTITUTIONS OR CHANGES MUST 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 THE LANDSCAPE ARCHITECT, OWNER AND LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO SCHEDULE MEETING. 4. STABILIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. ANY PLANTINGS ON STABILIZIED SLOPES SHALL BE CUT INTO MATTING OR OTHERWISE INSTALLED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE. 5. ALL SPECIES SPECIFIED GREATER THAN ONE (1) IN QUANTITY SHALL BE ORDERED FROM A SINGLE SOURCE UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME THE PLANT MATERIAL IS DELIVERED TO THE SITE TO SCHEDULE AN INSPECTION. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY, AS WELL AS AFTER INITIAL PLACEMENT OF PRIOR TO INSTALLATION. ALL INSTALLATIONS TO OCCUR 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 ORDER THAT PLACEMENT AND INSTALLATION OF DESIGN CAN OCCUR TOGETHER. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF SCHEDULE AT LEAST 2 WEEKS IN ADVANCE. 7. AFTER INITIAL PLACEMENT OF PLANT MATERIAL BY THE CONTRACTOR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REEVALUATE AND ADJUST, IF NECESSARY. 8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS & LAWNS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT AND THE OWNER. CONTRACTOR TO PRUNE ALL PLANT MATERIAL PRIOR TO SUBSTANTIAL COMPLETION IN A FASHION THAT RESEMBLES EACH SPECIES NATURAL SHAPE 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 SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD (AS DIRECTED BY THE OWNER). THE LANDSCAPE ARCHITECT WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE & REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. THE LANDSCAPE ARCHITECT MAY AT HIS/HER DISCRETION AND ONLY UNDER UNIQUE CIRCUMSTANACES WILL ACCEPT SUBSTITUTIONS UPON WRITTEN NOTICE BY THE LANDSCAPE CONTRACTOR STATING THE REASONS FOR WHICH THE SUBSTITUTION SHOULD BE CONSIDERED AND GRANTED. 10. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. ANY BARE ROOT STOCK SHALL BE SOAKED IN LIQUID ROOT STIMULUS SOLUTION FOR ONE-HALF HOUR AT DOUBLE STRENGTH AND GENTLY PRUNED PRIOR TO PLANTING TO ENCOURAGE NEW ROOT GROWTH. 11. STANDARDS SET FORTH IN 'AMERICAN STANDARDS FOR NURSERY STOCK' REPRESENT GUIDELINE SPECIFICATIONS AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS OF THE PLANT MATERIAL FOR THIS PROJECT. 12. SOD AND SEED SHALL BE A TALL FESCUE BLEND. NOTIFY LANDSCAPE ARCHITECT OF MIXTURE PRIOR TO ORDERING FOR APPROVAL. 13. MULCH SHALL BE PLACED IN PLANTERS, PLANTING BEDS AND AROUND ALL INDIVIDUAL PLANTS NOT LOCATED IN PLANTING BEDS. MULCH SHALL BE DOUBLE SHREDDED DAR HARDWOOD AND APPLIED 2-INCHES (2") IN DEPTH BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. MULCH RINGS AROUND INDIVIDUAL 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 THE LANDSCAPE ARCHITECT IN THE TREE SAVE/PRESERVATION AREAS INDICATED ON THE DRAWINGS. 2-3 INCHES OF THE SPECIFIED MULCH SHALL BE SPREAD OVER THE ENTIRE CLEARED AREA OR TO THE LIMITS DESIGNATED BY THE LANDSCAPE ARCHITECT IN THE FIELD SO THAT A "NATURAL AND UNDISTURBED" CHARACTER IS REESTABLISHED. LANDSCAPE CONTRACTOR SHALL NOTIFY AND VERIFY SCOPE OF WORK WITH THE LANDSCAPE ARCHITECT PRIOR TO START OF CLEAN AND MULCH WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE 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 BE DONE ONLY FOR CORRECTIVE MEASURES. BOTTOM OF STREET TREE CANOPIES SHALL BE MAINTAINED AT SEVEN FEET (7') OR HIGHER ABOVE ALL SIDEWALKS AND/OR PARKING LOTS TO ENSURE PEDESTRIANS CAN WALK BENEATH FREELY. 16. INSTALLATION OF ALL TREES (NEEDING DUG) SHALL BE DONE AT THE APPROPRIATE TIME SUITABLE FOR THE SPECIFIC SPECIES. CONTRACTOR TO DETERMINE EXACTLY WHEN THIS SHALL BE DONE AND COORDINATE WITH LANDSCAPE ARCHITECT AND OWNER. 17. IRRIGATION DESIGN AND IMPLEMENTATION SHALL BE AT THE OWNER'S REQUEST. ANY CONTROL BOXES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. 11 � GENERAL LANDSCAPE NOTES 18) 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 of L.L M Z '= w G � 0 Uj G � J Z U�a W 2 0 o 0 C) w w �� Wo ZeL CIO =a 0 EM Z Q U . C E CO 0 G o m 3 o E 31.2 �� mm 0 � L E ° a.� I= m �` aEj-_ =0 =o 23 a� I3 CCU CIO -2 U Z- 8 o -- 2 w ss 2 a)(n a� T � �o E a ,_ CU �E ,z a) CIO WC ���PLTH OF o a)a ��O C� C� 2 3 90 Steven W . Edwards Cert. No. 0931 v a 12-17-105 8 �C: N ScgARG 20N pE rn 3 0� a 20a ao L(00 ,_ CIO `6 'E a TH OF o U Y O -0 Alan G. Franklin t Lic. 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OS 00 .2 .S 02 l° 6 S S ` q S ° s °° 1 32 39 vq qs q, ° S O 3 ?, 20 21 01 2 4 ' O O O 'O 'q O' .S .O � 7 ? 7 ;0 O�, OS OS .S .° 49 q 01 .2 'O S _ ? i 20 20 ?° .9 'O O O 01 0, s ! i ?O ° ° 13 1 1S O, OS °.O ;0 ;0 ;0 ;, 0 °� '' O ' ° OS OS Oq 00 02 Ox0 OO p' O"' pO, ' Qo O s s o o O SITE PHOTOMETRIC PLAN SCALE: 1:30 LUMINAIRE SCHEDULE 0 Symbol Qty Label Arrangement Lum. Lumens Lum. Watts LLF Description Detail Reference Location 2 A SINGLE 1547 19.8 1.000 HNLED18NA E/20A O 2 B SINGLE 802 16.8 1.000 PD-W2605-WT F/20A ® 15 E SINGLE 2334 31 1.000 DSXB LED 12C 700 40K ASY B/20 ® 6 F1 SINGLE 607 10.63 1.000 KPLMNDGMBFLL140 C/20 12 R1 SINGLE 2046 25.4 1.000 DISK8L30W2100L30KWH A/20 �♦ 6 S1-T3-SNG SINGLE 28037 261.6 1.000 ALED3T260-D10 (T3 - SNG) D/20 3 S1-T4-DBL BACK -BACK 27428 262.5 1.000 ALED4T260_D10 (T4 - DBL) D/20 9 S1-T4-SNG SINGLE 27428 262.5 1.000 ALED4T260_D10 (T4 - SNG) D/20 4 S2 SINGLE 2575 21 1.000 DSXF1 LED P1 40K HMF F/20 1 S3 SINGLE 2850 21 1.000 DSXF1 LED P1 40K MSP G/20 OR G/20A ALT 1 S3-ALT SINGLE 2636 29.9 1.000 FCD803-UNV-4K-3000L-SPOT G/20A ® 2 VP SINGLE 588 15.4 1.000 OLVTWM D/20A Q 4 WA1 SINGLE 1222 14 1.000 44181 A/20B 8 WB SINGLE 862 9.36 1.000 4181 B/20B 5 WP SINGLE 4762 45 1.000 DCC150L45W490OLMV50K-M A/20A 3 WP1 SINGLE 12508 135.9 1.000 DCC20OLl35W14000LMV50K-M B/20A 17 WP1-T4 SINGLE 32751 365 1.000 DCCT420OLl35W14000LDMV50K-M C/20A NOTE: 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. THE GARDEN SPOT CALCULATION SUMMARY Label CalcType Units Avg Max Min Avg/Min Max/Min GRASS Planar Illuminance Fc 3.87 20.7 0.0 N.A. N.A. NOTE: THE MAXIMUM LUMEN EMITTED IS LOCATED BENEATH THE PORTE-COCHERE (#6) AT THE BLAKE ENTRANCE. PHOTOMETRIC NOTES: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. 2. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 3. PHOTOMETRICS PREPARED BY LIGHTS FANTASTIC, CARROLLTON, TX. 4. ALL FIXTURES SHALL BE DARK BRONZE UNLESS OTHERWISE SPECIFIED. 5. ALL DECORATIVE FIXTURES (37-41, 43, 74-77) SHALL MEET THE ALBEMARLE COUNTY ARB ENTRANCE CORRIDOR GUIDELINE #31. FIXTURES SHALL HAVE AUTOMATIC TIMING DEVICES AND BE EXTINGUISHED BETWEEN THE HOURS OF 11:00 PM AND DAWN, EXCEPT FOR THOSE AT FLAGPOLES. FIXTURES SHALL BE SHIELDED AND FOCUSED TO ELIMINATE GLARE. NO MODIFICATIONS SHALL BE MADE TO REFLECT SEASONAL COLORS. A LUMINAIRE LOCATION SUMMARY LumNo Label X Y Z Orient Tilt 1 WP1-T4 5571.99 1867.865 20 223.35 0 2 WP1-T4 5579.292 1888.866 20 132.648 0 3 R1 5590.078 1861.284 11 0 0 4 WB 5594.06 1854.172 7 223.232 0 5 WP1-T4 5595.461 1853.093 20 223.35 0 6 WP1-T4 5599.283 1910.307 20 133.66 0 7 WP1 5586.963 2121.405 10 252.199 0 8 W P 1-T4 5630.495 1936.837 20 132.648 0 9 S1-T3-SNG 5634.661 2107.392 20 325.675 0 10 WP 1-T4 5643.829 1801.595 20 223.35 0 11 WP1-T4 5658.158 1965.542 20 133.66 0 12 WP1-T4 5676.19 1767.049 20 223.35 0 13 R 1 5682.332 1763.756 11 0 0 14 WP1-T4 5690.099 1992.757 20 132.648 0 15 WA1 5703.239 1737.618 7 222.147 11.808 16 WA1 5708.386 1732.171 7 222.147 11.808 17 WP1-T4 5716.428 2020.159 20 133.66 0 18 WP1-T4 5739.126 1699.995 20 223.35 0 19 WB 5739.082 2033.667 7 132.747 0 20 WP1-T4 5746.131 2051.338 20 132.648 0 21 WP 1-T4 5768.645 1707.508 20 313.585 0 22 WP 5791.575 2028.642 20 132.164 0 23 WP1-T4 5799.313 1736.196 20 313.585 0 24 WA1 5820.904 2003.648 7 42.752 0 25 R1 5825.307 2005.282 11 0 0 26 S1-T4-SNG 5826.053 2092.407 20 224.863 0 27 WA1 5828.659 1995.388 7 42.752 0 28 WP1-T4 5829.944 1764.912 20 313.585 0 29 R 1 5830.776 1999.418 11 0 0 30 R 1 5831.729 2011.371 11 0 0 31 S 1-T3-SNG 5834.145 2218.682 20 255.169 0 32 R1 5837.198 2005.507 11 0 0 33 R 1 5837.656 2017.085 11 0 0 34 R 1 5843.621 2011.39 11 0 0 35 R 1 5844.295 2023.153 11 0 0 36 R 1 5850.345 2017.945 11 0 0 37 R 1 5850.649 2029.279 11 0 0 38 R 1 5856.527 2023.785 11 0 0 39 WB 5859.769 1949.906 7 311.911 0 40 WP1-T4 5862.675 1795.654 20 313.585 0 41 S 1-T4-SNG 5862.707 2372.161 20 315.114 0 42 S 1-T4-SNG 5869.884 2272.013 20 42.316 0 43 S 1-T3-SNG 5873.505 2073.988 20 312.576 0 44 S3-ALT 5890.44 2214.99 0 0 0 45 B 5894.691 2200.377 8 0 0 46 S1-T3-SNG 5901 2046 20 134.835 0 47 S2 5901.401 2111.022 0.5 1.736 77.636 48 B 5903.118 2208.632 8 0 0 49 WP1-T4 5905.459 1835.733 20 313.585 0 50 F 1 5906.03 2185.733 0 0 0 51 S2 5909.123 2111.022 0.5 178.267 77.636 52 VP 5909.97 2403.812 8 268.568 0 53 S 1-T4-SNG 5912.968 2003.177 20 224.863 0 54 WB 5914.673 1881.792 7 42.752 0 55 WB 5914.727 1844.116 7 316.26 0 56 F 1 5917.795 2174.629 0 0 0 57 F 1 5918.299 2197.319 0 266.72 0 58 F 1 5928.711 2184.938 0 266.72 0 59 F 1 5928.899 2164.054 0 0 0 60 S 1-T4-SNG 5930.029 2206.941 20 42.316 0 61 F 1 5938.634 2173.247 0 266.72 0 62 WP1 5946.494 2354.839 20 131.941 0 63 A 5952.227 2163.648 0 134.256 90 64 A 5956.453 2167.61 0 134.558 93.719 65 S 1-T4-SNG 5963.99 1978.756 20 224.863 0 66 WP 5975.044 1982.952 20 222.84 0 67 WP 5989.966 2353.31 20 39.54 0 68 WP 5997.473 1959.069 20 222.84 0 69 E 6005.352 2360.857 0 0 0 70 S1-T4-DBL 6007.421 2058.041 20 312.51 0 71 S 1-T4-SNG 6011.313 1928.37 20 224.863 0 72 E 6023.424 2341.509 0 0 0 73 S1-T4-DBL 6029.32 2192.563 20 311.241 0 74 WP 6049.347 2290.159 20 39.54 0 75 E 6050.832 2338.219 0 0 0 76 E 6066.954 2314.975 0 0 0 77 S 1-T3-SNG 6082.974 2151.662 20 223.704 0 78 E 6090.207 2028.792 0 0 0 79 S3 6095.929 2255.589 0.5 224.225 133.385 80 S1-T4-DBL 6102.392 2261.598 20 311.241 0 81 S1-T3-SNG 6119.056 2112.892 20 225.979 0 82 E 6120.647 2032.675 0 0 0 83 S2 6123.133 2304.341 0.5 330.966 94.567 84 S2 6128.56 2301.435 0.5 150.689 95.245 85 S1-T4-SNG 6194.507 2251.807 20 222.856 0 86 S1-T4-SNG 6241.393 2202.648 20 222.93 0 87 E 5693.317 2223.89 0 0 0 88 E 5659.256 2192.323 0 0 0 89 E 5652.378 2173.535 0 0 0 90 E 5645.233 2154.615 0 0 0 91 E 5638.272 2135.59 0 0 0 92 WP1 5629.244 2234.391 10 66.775 0 93 VP 5611.596 2240.938 8 68.698 0 94 WB 5606.338 2113.826 7 247.699 0 95 WB 5664.51 2200.948 7 247.699 0 96 WB 5671.911 2198.192 7 247.699 0 98 E 5710.395 2190.51 0 249.487 0 99 E 5553.164 2086.323 0 69.033 0 100 E 5609.554 2065.208 0 69.677 0 101 E 5581.483 2075.642 0 69.834 0 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 1 on J Z O a r , J 0_ N O 0 o 2N n W �_° �^ CO v J . co L O O 0-0 a)= Z O O U en C -0 Cn '2 N m 3 V1 �o E C �.o C� .o E� C aL7_ O O 0� C0 C Co -o U a � O O a) Qc N N d M > N N C �CU O E OF �N a) PLTH c oa) a 96 Steven W Edwards . Cert. No. 0931 v a 12-17-18 V) a scq N p E A R �� W N 0 _L 3 N aE � Q N2 ao r_ .N �E Q � Q TH OF �/ o r_ 7 y0 Alan G. Franklin Lic. No. 35326 2 o� 12-17-18 ? W s Ea S/ONAL �� o rE U'L 0.6 Z> C �a SCALE: 1" 30',ag ISSUED: 10/22/2018 a In REVISIONS: 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MAJOR SPAAPPROVED 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 SHEET: Z O H U co Z O U 0= O u_ 0 W U) Photometric Plan W OF29LU GENERAL LIGHTING NOTES: 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 1. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND LIGHTING SCHEDULE AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY LIGHTING SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 2. REQUEST AND DOCUMENTATION FOR SUBSTITUTIONS MUST BE PROVIDED AND A MINIMUM OF 3 WEEKS PRIOR TO ORDERING. ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY THE LANDSCAPE ARCHITECT WILL BE AT THE EXPENSE OF THE CONTRACTOR. 3. ELECTRICAL CONTRACTOR MUST VERIFY VOLTAGES AND COORDINATE THIS WITH SUPPLIER PRIOR TO ORDERING. CONTRACTOR TO ALSO SELECT AND DETERMINE TRANSFORMER SIZE(S) APPROPRIATE TO DESIGN AND ALL TRANSFORMERS, UNLESS OTHERWISE SPECIFIED ON DRAWINGS, SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. 4. LIGHTING CONTRACTOR TO COORDINATE ORDER THROUGH SPECIFIC LIGHTING CONTRACTOR LISTED ON LIGHTING CUT -DETAILS PROVIDED SO THAT SPECIFIC OPTIONS CAN BE DETERMINED AND SPECIFIED AT TIME OF ORDER. CONSULT LANDSCAPE ARCHITECT DURING COORDINATION. 5. CONTRACTOR TO PROVIDE PVC (SCHEDULE 40) SLEEVES WITH PULL WIRES AT EACH LOCATION NECESSARY FOR INSTALLATION OF LIGHTING PLAN. SLEEVES SHALL BE PLACED PRIOR TO STONE AND ASPHALT PAVING INSTALLATION AND SHALL NOT CONFLICT WITH OTHER UNDERGROUND INFRASTRUCTURE OR SYSTEMS. LIGHTING CONTRACTOR TO CONTRACT GENERAL CONTRACTOR TO DISCUSS AND DETERMINE LOCATIONS. ALL SLEEVING SHALL BE 3" DIAMETER MINIMUM AND BE EXTENDED 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 OF THE TWO). ALL DEVICES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC WHEREVER POSSIBLE. 7. ALL POLES LOCATED IN ANY PARKING LOT SHALL BE MOUNTED ON A 2-FOOT (2') CONCRETE PARKING BUMPER. 8. ANY JUNCTION BOXES SHALL BE WATERPROOF. 9. EACH OUTDOOR LUMINAIRE SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ROADWAYS. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS. 10. ALL PROJECTS WITH EXTERIOR LIGHTING NOT INTENDED FOR 24-HOUR OPERATION SHALL HAVE INSTALLED EITHER AN AUTOMATIC SWITCHING OR PHOTOCELL CONTROL SYSTEM. IF AN AUTOMATIC SWITCHING SYSTEM IS PREFERRED, THEN IT SHALL HAVE THE FOLLOWING FEATURES: A SEVEN DAY OPERATION, ASTRONOMIC CONTROL CAPABILITY FOR SEASONAL ADJUSTMENT, AND AT LEAST A FOUR HOUR BACKUP. CONTRACTORS SHALL INSTALL THE WATT STOPPER/LEGRAND SERIES LP PEANUT LIGHTING CONTROL PANEL; 1.800.879.8585 (OR EQUAL) SUITABLE TO THE PROJECT AND TO MEET THE ABOVE REQUIREMENTS. AL.ED3T260/D10 USA Project: Type: 1•he Slake at Chiarlottesvtlle S 1-T3-SN zY • Y„, Prepared By: Gate: 212 1120 1,4 ...................................................................... . T ............................................................................................... Driver Into LED into `y pe: Ceps to ni Curro n! 1r WtT1- 28[:'lJ 12GV: 2.2.A Colo, Ter,p: 5000K . 208V. I.3A Colal Accuracy: 70 CR3 240v: 1.FA l.'G i.ifo=pan; I1,1105;0 277V: 1.OA 28037 I r'I1LIl y^.r�[!s: 2621'J Effiuncy: I07 JPVJ 4 aClf!C '.i rl' r 3 e .re:.i qY:1s aV.ill�_1] e VJi!r: IES T 1�1 FL is=1. For use !a p c d;c-. ype'fc-r.i; ioadway_ general parking a_;1[J dlhor area !i, h:in.g app'ir:atiers 'm,,ere a laryger pooi of 5. !igh[irg is requirod. :'atent,�or.d-n.J t.-rm1a; m;.lna.3emctl! =ystr,-rn. `a Yoar'Aaranty. . Caai: sfL'rlZe L''reigYl[ 79_4 105 • , Technical Specifications Listings ................................................................................................. construction ................. IP Rating: �: UL Listing: IES Classification: Irig re ss Prn[ec N.r. ro li ng oftF'66 `.or it usi;ir.r' rat_r S.. L ...1.35:t�'rjr'J: cC ecae±on .^c Type Ei I LI_[f11SJ:i:ir1 is i d azl ia' r`.lad'.V:3y gefl]r::! }Zefje Ctar: ❑arill'C aria illler']'3n PI a =1' i:i r.. iilC:l[W I's 'J; 11a r�� a a ❑r-1�. Listed:iafg@r j70C11 �111311 [Illg i5 fC:{oiled. :t 15 IIl IF; 11Cd iU i7i-: 'Jt7 GLI L::rI•rli?[_;ii /_ae`, perycil r6o:!a[0 .• ,. , :.. ii•is ^•rui::ct is art tutu Dc�l r. ..l 1.tS Co;!scr[ium �L7 E.C� . � a 1 f• :f lu•:2!e!` r::lr the s�cle of ln� ar.u. uiloL•;irlc tl1L I Yi[ [� - -{ Gaskets: : QUEI;'.iell S=FOCJL'CLS Llit a.ld is elirihie far rebates fr:):'.1 pfGert culvaard all ill it 1rie area D12 kla Fri ger Sl:I iti as. Flich-teniperralure s k cwo gaskels Effective Projected Area: OLC PfoCl[:! CUde: P?;1FtJ5FPiZ' Finish: IESNA LM-79 & LM-80 Testing: SPA = 1.2 Fcrmul_ltsc for Ngh-durabi'ity and Ieng Iast:rlr{ color. - You r L r r• Maxi nu n ALntsier t Tam e arc e. p :v;E3 L.i:p I:Irlirarias Il�lva hear. les[erl by � an Green Technology: 'r:i.`ep L'::dc•'lt I cl o[ira lLry ill J[;t::]r:J::r:cL '.4'I t11 IESNIA LP:1- ..Llta.].L for LIB? ill: •iG C [.O. (-] mil; rl'>I f:'lI'i�rr:per.11Llras : a_ ar- �r• malt=r,�' 79 a:x. L A C6 �I Y'al. IJ..r coL..r,n,eLl :I•:e `Aemr r ..r 'JV ! n RoHs ccml I3 Int . � .�r. er,.1 �r J e . cF cr a .con el Ls. i _ ' i]epaf[:rlcrle of 'Pr.ergy'L.igat=erg Facts' lobar, E W h r Cold ea3 a Starting: Pclyestcr poL•rde- coal 'dish Fcrrlu!a:col •:;iL`luu! i::e 7fi r. iana rn starting [errs p Qra hi re is -dC,`C [-4 J,F use rif VOC ar mxic neav j metals. Dark Sky Approved: Thermal Management: For use on LEEJ Buildings: T!�p r.:omation<'.J Qark Sky Assecialzieln hw, ap{:rovorl !E-is prcd::ci as n 1.ulI cute , 'oily shielded !un-imire. SL:"ror harrrul r^en?Cer'WnE Willi externsi"Air-Flow" [DA Dark Sky A�:prnvM nwarl; that this'ix tum Call he . "Inc. LISeG to ;idliava :.EED Credi:s for ligh! Pul;uliurl : - - - Characteristics RF:(!ill-.Ill 111'. Ums: Lifespan: Electrical : 100.000-hour LED irespa:; based or. IES L,+A-80 .onlpef�-d glass tans. ................................................................................................. . Mrming Driveri rosuits and TM-21 calcutarions.: HoLtsing: Driver lair:IL.*!es Cirrlr•slrly For:erof •:lirirg for '•]-1CV . LEDs: Die cast al::rnollJm wi!h aifflow!i3is far caring. dimini:lg sy5lcros. rp3 separate 0-16V 7C f full! -chip, high-c'utpLit, k)ng-Ill, I.F. Lens: dialrr:i;:g ellrcuiL Dir.'I'S as fu•,v us 10'�. Color Consistency: 7ar,lperd glass Drivers: 7-stall P,farfada,xi Ellrsse tiirnirg :a aehic•;e canal :l r•li Mounting: Corsmi,I Curer[ Class 1 9S60n1A. 100-277V 3:]- [:teLr3to- 'ixtLlre Color 6phte, 1:[JV; 7.2A, 2p:3V: 1.3A, 2dgVi 1.1A, 2.77V: 1. GA Fleavy-duty r•Lu�^t:ny arm'.vi[h ":3" erg seal i Color Stability: sia;nless stool wfrws : I.F.D rclor temparatore ss'r:a« antied m shift no moio tF:an 2006 in CC-, over 7.5 year;.eriae. Color uniformity: gAE3'S rarge of t;C7 (:poi rEa l,.ie;d C;clor T:;srl pa re to re) � C•Il:;ws tYl-�:Jui(:efl nes o! 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LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com .J J ZO _ oa on W CL eL co ,= a 0 Z o 0 _ U c o aa) m 3 61 aai o E r �.o cu r9 `o L O Em � c La c _0 = o � L `o > dui u ZT 0 C � La -O _c O '- �.+ a CU 8 o oa°i Qc cn ae rn a � cc at Lo E" 0 .-. O 0 c m m E n OF (n PATH o a) rn Steven W. Edwards 90 Cert. N o. 0931 C)a 2 12-17-18 w Al O >1� c 'd q P E P, 2 -O t _L 3 N a) � E rp O -2 - o r_ cn m E a� T H OF Q Alan G. Franklin Lic. No. 35326 ,U Q 0 12-17-18 s Ea S�ONAL �� o rE C Z O C N � N N O SCALE: As Shown 43 ISSUED: 10/22/2018 a REVISIONS: 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MAJOR SPAAPPROVED 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 Q SHEET: Z O Ito F- Z O U O ILL a N M N 00 0 N CD \ ■ Lighting Details W OF29LU 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 Y X A ,S Applications Serufihj. o7bgy anQ pWVRr - lyhbng Foiling enlryweys i,-4 weps Featum -Suh*ble for MT hc6liarrlCdrbdoo -,4lansnymHuAing - Lwow w "rn4MLrq Oa replaW IONMH - Ful Cmff end ounviencs to Durk Sky requcmem - TM 14 pab�wftroD oplrel lane wdh UV EYrl¢era - Hui" LL dB59 2 dnyBr, aplionBl lo• pholomi Available m durable Nymler dB1k brcoae of BIBA powder tor.- LIUtLIL - 10$ Imk 5L'OCk Dimensions DMFA2rDNB Al 0rrr J"M-41M MOW Sp*W pWM a4pfct 7a r:h*r%p lLrrJn4t rb;W4 J ORDERING INFORMATION TYPE WP DCC 1 50E Series LED Full Cwt-Cl f wall FI&COr Photometrics I.:.. „�.IF.1.7rD�r•SJIk L.rrfrouskmFdirDhtrMrim Dr � QMy itl iJ lF IIlurrYnwoDe an a Distance + —11W6 Y W - 000150E k!v 50K DCC1 FIE 4s1044e01141- 415 i&n-AW n MY WN • Yoh 04K 1-j -ZrM rb7abf.YIltrLx10 5 = I.tm IHIL tiu11r L41 CedR)IIwLA I'X 731NW, C;rI�1��µT�urrrt�rr• i]i�L=L3Df'�ISi'4'4'JilD1. i1r�D�3C Fhfm%,8: V 71-2A7,1171 I:mx 972•=474I1tyl V,�Li'tiCL7 a511WIrL'rL'n11}.Llllll L•IIOLl1 IT�r'�• ALIGHT FIXTURE 'WP' QA) DETAIL H N LED18NA �Irllfirtlibrr� 9 11r " i �3b rnra I S Ili' 1-01) mm 1 OrdiS nrl3 Melrk F�lurrlsr W% saA%V W PM %DWs RUM m 1 vWW boa or 01 W K" " Paw.{- dM hr FsawmKAmdoUf &lea' vr—n r.lrrrfr WY- go dmkm Trnp rlyd3h brtow Opa- 1f HNLM is N A SDI • 2M BWM a Sat R (I"-d•Xi A a HniI .i Eirt ■ Ne}Op6m 14119W It0QgrcgqMIrali WI%"'L• AM9-o-WD+lrr+y Y Y1011{IY5}iml 6-!Lark 7M-4fw'Ve(N.Yj--'-"-kcWWI x10 a X1YferC: Ntc i rwbP T M4 Lr r {eI� Rr9 140D F.I*b. sob ►r�Mw4 c-0rrl'rk�;sx--mrjbw%b i4m QVIng11! 7QIS rah5 I Va gIrk AA R.9h1S ak%W%M 4. 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LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com M Z. ......Z: W -0) 2 W � J Z ° CO 0o V ^ o 'a) I..L W 0 o 0 C rn W_-0 lJ U cOO `E-° L s a p _ EM Z °° U o '° m 3 61 aa) o E ° �.o m r9 T'r= � o � L o -:5 E c 0 0 a� c m E2 a o `o $ a > a) r CD c ° Co-2 U t a� o o a) 0- 'Cn m (n a � T a) m� E p c c m co E n OF a7 w a) PLTH c 0 N a 90 Steven W. Edwards EJL Cert. No. 0931 v a 12-17-105 8 n scq c � N PE A R G� W'n 0 rn 3 a) I a E tp U Co w a c W W c w 'co E a) `. m T H OF U Y ° Alan G. Franklin Lic. No. 35326 ,� 2 0<(1 12-17-18 ? W s Ea S�ONAL �� o rE CL ° L Z 0 c N � a) N U SCALE: As Shown, ISSUED: 10/22/2018 a REVISIONS: 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MAJORSPAAPPROVED 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 Q SHEET: Z O U to 20AO� Z O O w w Lighting Details W OF29LU Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 Q I'YFE YV AI Phone- (800) 44.6-90 2 L44181 L BOTANICA It MDR Ml` Y' %UaY�.. a 9i I '} MALL LIGHT w pe ELM 76L ,;PEC:[F1CAT[ONS: %)- w.q;Lig,he ng.oriln I gpec sheet I 44L3 Widl.h 00 He�1111f in) Depltl (in) 'ei oh t [I1as S 7 I"iRISII Sfi<"r 1.7LACK-13CLD Finish Oplions: BLACK COPPER, BLACK GOLD. BLACK. RL15'['. SW- L CiN, VE-ME- GliELK. WI: I L PnxPucl. Linn: -C) ]-13LX)R WALL GlasR. (-1.FAR RF.VF.LF-D }�iakrriaL; LAST A- LLrJ%,f[N4JML CLASS }3II]6:4, wstlagc: CAD BkOlm. 13CANDELABRA BuIN, TMity:3 Q011 ify OF Origin: CHJMA GCOAica1 i0ir r.1 UT-,1 ]S WFT *PC` 7M91654?065 BC Li PC~ 7M9165291e4 BG 1 73(39]C%S288%4 BK UPC: —.3-6916529051 RT illy . M916549929 SWI UFCc 73,69165.4906 VC'T UPC: 73-6916549943 11rf l 2 . hm womb #* LIGHT FIXTURE 'WA-1' g DETAIL Q� Ty PR VAR U G-bbs G L 0. L Li h tin g 4181 16" Wall Lantern Widthiinl: f'> Me44111! �irt): 15.75 DepthIin1--B Glm'Type: Clear Beveled Bulb Type: Medium Base Number of klb6; 1 watkge: 60 Finish Shawn, Blacl, Flust, Wnite Awai IBble Finishim Black Copper I Btu Black (BI(� Rust (K r], White Mill] UL Li5ted: Wet — Coun" of ()riojn: China Material: Metal, Glas&, Eleckrical + My Itiple Piniihes available. Jab fame! Job Type! Contact FiAuee Lml om. AddilioeQ I P#ote- ; 5hl piling Box wldkll� FiE<1�ht Depth Ship 4Mt Mcthnd 5rvs a QTY Shi p QTY: j qo I Ground I No UPC Finish; WarrantV: 1 year Ilrniked par#5, repalr, and replaoemenk 291-DA WiIhipn;{prxi.n Pkwy I Va Icnu;a, CA 91355 rEk. (810) 76&-5511 1 F.Ak (B]8] 76&2526 www.lglighli ugxom LIGHT FIXTURE 'WB' DETAIL 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 M Z '= w G 0 W Q � J O O r , �a W o w m oa =N Qa �o iI1 (O J Ej co O L N O E p O C (CD Co a N U O F a o v °a Steven W . Edwards Cert. N o. 0931 v a 12-17-18 � � N Cn scq p E A R N �a C� rn 3 a E Lo O coi -a C - o Lo c w `6 E a� m T H OF .o �' U / � 7 Alan G. Franklin Lic. No. 35326 ,� 2 12-17-18 =' N�S/-ONAL SCALE: ISSUED: REVISIONS: E ° Ida) o E r m °'L Z O C N (9 N O As Shown 2." 10/22/2018 �-C a 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MAJORSPAAPPROVED 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 Q SHEET: Z O H U H to Z O U 2 0 E3 0� O w w Lighting Details co OF29Lu N co 0 N O ■ a Ln N 00 0 N O V ■ Z Q J a W W N vvl�un�v 8 / \�// PLAN 4 1/, II fICC� (`fIAIT�A(`TIlIAI/C f`(l�C e e 0 e se e e e e D e SECTION ---SIGN JOINT IOTH TROWELED EDGE; qAL :D BROOM FINISH; TYP. rIZ_r,rF_NDICULAR TO DIRECTION OF TRAVEL EXPANSION JOINT W/%2" RECESSED BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED WWF 6" X 6" W1.4 X W1.4 W/ 2" MIN. COVER COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE CONCRETE SIDEWALK- BROOM FINISH WITH q� TOOLED EDGES 21,) PLAN, SECTION P-019 N.T.S. NOTES: #3 REBAR IN NOSE; 2" CLEAR, TYP. BUILDER RESERVES THE RIGHT TO ADD BRICK. ALL TREADS SHALL HAVE A POSITIVE WASH TS SEE A 21 VARIES- SEE PLAN 12" FOR ACTUAL RISER TYP. EXPANSION JOINT HT. AND # OF STAIRS ° WITH %" RECESSED `qs ° ° ° BACKER ROD AT TOP gS %2" RAD. ° ° jj///\\\ AND BOTTOM OF STAIR FOR NOSE; a ° ° \\j\\\ SET; CONT., TYP. TYP. ° SEE VO 12 �/j�\ 4" SCHEDULE 40 PVC TO `\\\ BE EMBEDDED AT TOP E CONCRETE STEPS 21 % SECTION 1 1/2" STEEL SQUARE TU TOP RAIL 1 1/2" ROUN HANDRAIL 1 1/2" STEEL TUBE RAIL 3/4" STEEL TUBE PICKE TYPICAL 1 1/2" STEEL SQUARE TU BOTTOM RA TYPICAL CONNECT T GUARD-RAIL AS REQ'D. R H TYPICAL STAIR RAILING 21 % SECTION, DETAIL AND BOTTOM OF EACH \j\\j\\j\\j\\j\\\ STAIR FOR FUTURE CONDUIT USE 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED 6" X 6" W 10/o WWF OR #4 REBAR @ 12" O.C. (VERT) AND #3 @ 6" O.C. (HORIZ) W/ 2" MIN. COVER COMPACTED VDOT #21A STONE BASE, 8" MIN 95% COMPACTED SUBGRADE 4" SCHEDULE 40 PVC TO BE EMBEDDED AT TOP AND BOTTOM OF EACH STAIR FOR FUTURE CONDUIT USE H-013 N.T.S. NOTES: 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. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 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 V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1Yz". 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. 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. 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 711. PERMISSIBLE CONSTRUCTIONtj # 5 DOWELS, 8" LONG JOINT 4'-0"1­- 12" C-C 4' 00 MI Z TANGENT PLAN 5' MIN 4' :1 M :1M 10: A 4' SQUARE LANDING ALTERATIONS B g AREA OUTSIDE OF 2' TRAVELWAY SHALL TRUNCATED DOMES BE PROVIDED WITHIN THE MARKED =� a - A J CROSSWALK AREA. -ui- �Q J � Q 0 s, o„ 4'-0" Of IF O CO 11-11-1 _ =u 12:1 MAX. 48:1 MAX. BACK OF CURB U U n CROSSWALK 20: 1 II CROSSWALK CROSSWALK TYPICALPLACEMENT DIAGONAL VARIATION AT INTERSECTION SECTION A -A TYPICAL PLACEMENT WITHIN CROSSWALK 2' MIN. PERMISSIBLE AT INTERSECTION (WITH BUFFER STRIP) CONSTRUCTION WITHIN CROSSWALK DIAGONAL VARIATION JOINT TYPE A (PERPENDICULAR) APPLICATION THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES SECTION B-B WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. 2%" C-C TRUNCATEME �DD O O 0 0 0 0 0 0 --{ i--%" DIA. DIA. TRUNCATED DOME VARIABLE DETAIL 4' MINIMUM.. PAY LIMITS CG-12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 DETECTABLE WARNING SURFACE rB_" TYPE A (PERPENDICULAR) APPLICATION 21 DETAIL P-027 N.T.S. NOTES: #3 REBAR IN NOSE; 2" BUILDER RESERVES THE RIGHT TO ADD BRICK. ALL TREADS SHALL HAVE A POSITIVE WASH CLEAR, TYP. E TS VARIES- SEE PLAN 21 HANDRAIL REQUIRED FOR ACTUAL RISER FOR ALL ADA ACCESS HT. AND # OF STAIRS 12" ROUTES. SEE HANDRAIL %2" RAD. TYP. oo DETAIL. I FOR NOSE; °° 21 TYP. 4" BS ° �' SEE A ° � �// /\�� a" ° AT 28 DAY3000 PSI ONC CONCRETE c11W \/ ���� AIR -ENTRAINED 6" X 6" W 10Xio WWF OR #4 REBAR @ 12" O.C. (VERT) AND #3 @ 6" O.C. (HORIZ) W/ 2" MIN. COVER COMPACTED VDOT #21A STONE BASE, 8" MIN. REINF. WALL ° FOOTING; TYP. 95% COMPACTED SUBGRADE EXPANSION JOINT WITH %" RECESSED BACKER ROD AT TOP AND BOTTOM OF STAIR SET; CONT., TYP. BRICK WING WALL STAIRS 21.) SECTION H-005 N.T.S. STEPS (SEE PLANS FOR ACTUAL LAYOUT) CHEI (IF A HANL,rxmiL_ rvo i i v ou- LOCATED 1.5" OFF CHEEKWALL AND MAINTAIN A S CLEAR AREA BETWEEN HANDRAILS IN ALL CASES PLAN HANDRAIL TO EXTEND AT LEAST 12" PLUS THE WIDTH OF ONE TREAD BEYOND BOTTOM STEP. NOTES: SEE PLANS FOR RISER AND TREAD INTERVALS. HANDRAILS TO BE FURNISHED BY VIRGINIA RAILING AND GATES, RICHMOND, VA; 1.804.798.8777. ALL HANDRAILS PARTS TO BE BENJAMIN MOORE ALPHATIC ACRYLIC URETHANE SEMI -GLOSS BLACK. CONTINUOUS WELD ALL JOINTS. CONTRACTOR TO PROVIDE ENGINEER WITH SHOP DRAWINGS PRIOR TO ORDERING AND INSTALLATION. WHERE DIFFERENCE IN GRADE EXCEEDS 30 INCHES, PICKETS 4" O.C. SHALL BE USED IN ACCORDANCE TO ADA STANDARDS. HANDRAIL TO EXTEND 12"- BEYOND TOP RISER STEP. SEE PLANS FOR RISER AND TREAD INTERVALS. 1 3/4" STEEL HANDRAIL / CHEEK WALL (SEE PLANS FOR / APPLICABILITY) / LAMB'S / TREAD TONGUE RETURN; Ilk Izz TYP. / V MIN. w 1" SQ. STEEL POST. SPACE VERTICAL SECURE ALL POST WITH QUICK MEMBERS AS REQUIRED BY SETTING HYDRAULIC CEMENT. CODE FOR STRUCTURAL POST TO BE PLACED IN LEAD SUPPORT SLEEVE. TOP OF SLEEVE TO BE FLUSH WITH SURFACE (4" MIN.), OR EQUAL TRADITIONAL STAIR RAILING F-034 �21 SECTION, PLAN N.T.S. SEE STEP@E DETAIL 21 SECTION NOTES: 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. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 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 V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1Yz". 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. 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. 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 711. PERMISSIBLE CONSTRUCTION JOINT # 5 DOWELS, 8" LONG A PERMISSIBLE o. AT 12" C-C E-1 CONSTRUCTION 5' MIN. JOINT SECTION B-B 2:1 77 z �� T 12:1 MAX MIN F In 121 _ M�'. TRUNCATED DOMES 1 5'-0" MIN. I ya_1��CUw•�i/ \C�I:�yC�h OF ROADWAY CURB Y BACK OF CURB 48 : 1 MAX. Q 20 :1 48 : 1 MAX. U) I I 0 0 2' MIN. I SECTION A -A CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK :- �27X8�TRUNCATED ME 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2%"C-C 0 o 0 000 0 00 0 0 o 0 o 0 0 O O O O O O O O 0 0 0 0 0 0 0 N O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12'. 1 M X 5' MIN A 4' SQUARE LANDING AREA \\ OUT OF TRAVELWAY SHALL BE PROVIDED FOR CROSS�1/ALK PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA. --{ i---%" DIA. DIA. 00000000 0000000 TRUNCATED DOME VARIABLE DETAIL 4' MINIMUM. PAY LIMITS CG-12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION 21 % DETAIL N r G TYPICAL RAILING 21 % SECTION, DETAIL FENCE POST* SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST SRW UNIT. CAP UNIT X SRW UNIT 1%1NI=K EQUAL NOTES: 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. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 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 V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1Yz". 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. 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. 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 711. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC STD. CG-2 MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT 2'-0" 5'-0" p t-1 BACK OF CURB 12 : 1 48: 1 MAX. i 20 : 1 48: 1 MA �-I5' MINL- PERMISSIBLE CONST. JOINT I I 2'MIN. SECTION A -A A EJ TRUNCATED DOMES TANGENT PLAN :1 /X. n 5' MIN MAX. Y V 2: MIN AT * , 2" HIGHER THAN J J Q ` EDGE OF PAVEMENT AT **,SAME AS TOP OF CURB Cn 0 = THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE 17 n UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS II II AND ROADWAY GEOMETRICS PROVIDING THE DIMENSIONS AND CROSSWALK SLOPES ARE AS NOTED. TYPICAL PLACEMENT THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE AT INTERSECTION USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH BUFFER STRIP WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. C-C TRUNCATED DOME 0 0 00 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 4,:L2//8" 0 0 0 0 0 0 0 o O 0 0 0 0 0 2 "C-C o 0 0 0 0 0 00 0000000 0 O O O O O O O O O O O O O O O N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - I F--%" DIA. --I E--%" DIA. TRUNCATED DOME VARIABLE DETAIL 4' MINIMUM. PAY LIMITS CG-12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 DETECTABLE WARNING SURFACE TYPE C (PARALLEL & PERPENDICULAR) APPLICATION P-028 ",21 % DETAIL P-029 N.T.S. / N.T.S. 1 1/2" STEEL SQUARE TUBE TOP RAIL (PAINTED) 1 1/2" SQUARE TUBE STEEL NEWEL POST @ CENTER OF SPAN OR 36" O.C. MIN. (PAINTED) 3/4" STEEL TUBE PICKETS, TYP. SPACED 4" O.C. MAXIMUM (PAINTED) 1 1/2" STEEL SQUARE TUBE BOTTOM RAIL, TYP. (PAINTED) 3" MAX. CLEAR TO FINISH FLOOR SLEEVE-ITTM 1224R 12" OX24" DEEP FRONT SLEEVE FILL SLEEVE WITH CONCRETE, SET FENCE POST. CUT THE GEOGRID AROUND THE SLEEVE-ITTM SYSTEM AS NECESSARY , COMPACT TO 95% MDD PER ASTM D698. REINFORCED BACKFILL ZONE GEOGRID LEG 1, y M51mEEVE4T WHEN YOUR WALL NEEDS A FENCE PATENTS PENDING C1I rr%ir ITTM 1 1/2" STEEL SQUARE TUBE TOP RAIL 1 1/2" ROUND METAL HANDRAIL 3/4" STEEL TUBE PICKETS, TYPICAL 1 1/2" STEEL SQUARE TUBE BOTTOM RAIL, TYPICAL FOR MORE INFORMATION CONTACT: STRATA SYSTEMS INC., 1-800-680-7750 OR strata@geogrid.com HALF )TRUTS CANTILEVER BASE SECTION ISOMETRIC ASSEMBLY & INSTALLATION TM 1. General -The Sleeve -It post foundation system shall be purchased and installed by the retaining wall contractor to facilitate future fence post TM Ste 8: When installing eo rid around the Sleeve -It system, slit the eo rid perpendicular to the wall face just enough to fold around the sleeve ensuring p 9 9 9 Y 9 9 p p 1 9 9 installation. Contractor shall verify proper spacing requirements prior to installation. that the grid is properly attached to the wall face everywhere with the exception of where the sleeve is. This method is acceptable by geogrid manufacturers 2. Assembly & Installation - Refer to instructions provided with units for specific information related to the assembly of the Sleeve- ItTM system and the when obstacles such as fence post foundations are present. correct installation procedure. When the segmental retaining wall has been constructed to two feet from top not including the capstone: Ste 1: Prepare a level area approximately 24" wide x 36" deepbehind the wall face. The prepared area should be 24" below the proposed to of wall not p p pp y p p p p p ( Important Note: Backfill soil as prescribed by retaining wall manufacturer. Backfill material above and surrounding the Sleeve-ItTM system must be including the cap stone). compacted to a minimum of 95% of the material's maximum dry density as determined by ASTM D-698 (Standard Proctor). Backfill and compaction within three feet of the wall face should be performed with hand operated equipment as recommended by the National Concrete Masonry Association (NCMA) 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 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. (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 and follow 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. Repeat Above Steps for next Sleeve-ItTM unit. Step 3: Place the Plastisol coated cantilever base on the prepared area with the vertical upright about 6" from the tail of the block. When installing fencing, posts must be concreted into the Sleeve-ItTM cavity. Fence posts shall extend a minimum distance of 18" into the sleeve to ensure proper engagement with the Sleeve-ItTM system. All posts must be on 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. the "inboard" side of the vertical portion of the cantilever base. Do not install posts between vertical leg and wall face. Fill cavity completely with concrete. When concrete cures, topsoil or other surficial cover may be placed over the Sleeve-It1m system to create final, finished appearance. 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 the The Sleeve-ItTM product shall be evenly spaced no farther apart than 8 feet on centers in any case. Use of the Sleeve-ItTM system is limited to the following vertical 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 the fencing applications without consideration of wind load: rear of the base. - 8-foot high and under chain link fences 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 after 6-foot high and under wood fence with gaps between boards assembly. Make sure the wall batter for any remaining courses of block is accounted for when positioning the Sleeve-ItTM in its final location. 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 determine Step 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 as suitability. 1 (800) 680-7750 or email strata@geogrid.com the center line measuring guide to ensure that the next Sleeve-ItTM is placed with the proper spacing requirements as directed by the fence specifications. ALL material may be subject to site testing for compliance to the above specifications. j_-� SLEEVE-ITTM FENCE POST INSTALLATION (1224R) F-033 N.T.S. N 02 �21� SECTION, ISOMETRIC N.T.S. Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com 9 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 a MA, 11 C0 Z W w J Z U o� 0 2 0 L 0 w �_0 E 0 Ee as �0 O a)= Z Q U 2 'a) 0 m 3 o E �.o o� `o L O -:5 E� s= a. 1 Co .__ y a- o o �> a) := o Co -o U aa� O o M- o wc c Q E '0 m (n a m T Cu a) �c E a n O 1= CU Co -a a) w ,0H OF a o i a V� -796 N a Steven W. Edwards Cert. No. 0931 v a 12-17-18 �� Cn CV scq PE A FL 20 N v; L 3 (1 aE La a� Iri c w E NN ° _TH OF o y0 v Alan G. Franklin t Lic. No. 35326 w of 2 cn 0� 12-17-18 s E_ s/ ONA L O E r U- C L Z o �> a SCALE: As Shown ISSUED: 10/22/2018 a 0 REVISIONS: 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED Oz 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS Q SHEET: Z _0 H V I - co Z 0 W 0 LL W Site Details a LU OF29LU MANUFACTURER: SITE AMENITIES SUPPLIER: MAXPLAYFIT, LLC.; CONTACT: PAT McNAMARA: (434) 664-8522 QUOTE: MP0314018.01 SERIES: CASINO 22GAL WITH STEEL DOME TOP AND LINER MODEL: TR22HORZ, DOME32, LINER 22 COLOR: BLACK CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) IF APPLICABLE A TRASH CAN 22 DETAIL S-053 /\ N.T.S. MANUFACTURER: GNR TECHNOLOGIES JOHN CUNNINGHAM (800) 641-4143 SUPPLIER: COMMERCIAL POWER SWEEPING KARL STAUTY(757) 238-2575 MODEL: PARK -IT PARKING CURB LENGTH: 6' COLOR: BLACK (WITH YELLOW MARKINGS) MOUNTING: IN -GROUND 1/2-INCH REBAR STAKE (FOR ASPHALT) OR LAG SCREW (FOR CONCRETE) TO BE PROVIDED AND INSTALLED PER MANUFACTURER'S GUIDELINES BY CONTRACTOR g PARK -IT WHEELSTOP 1# y MUMA G:X _IITS• Lwq-LLYYQ m. •-i Arr44L= LuNrIPME LINT }T�{5 �v r � =L_ xW 7: +rM um " Y I FAR s■ Quo �. 7LOM • h- i"H-Ni 1 ■I I YZY L !I .L II�F �F •LA T YT II .�LL.L�J� r1aka•-q._L y •.1 !I r. 111 ! ri 44 m IfF4 ■L7 �I MM'IeiI .r7r5f xl. Z.- I -I LW MY_ r 1 7i W14m 0i3i L• RLr. 3Lm 74 oY7m Q4f711z r{ I -jjD fY •.1 !I ­0 1}� 111R�.4L��1�IY�5{l1lTI1. % •.1 od-oo in 71=. L71. ITJ `•YL1.f11� 1•1 d 0 -moowJ 7LrWY-{ xIF 1­0 •]'•.• iSCT 1 i§k:W•+■ Qa' W0 5031m% FLMMD Y1,lM1I s1'r YY .ALt �7H.-0t_ M ! jm*IaY •.1'a5a}111iF rJ-0%p­ •.1 .•,a. . oor rz­1 oom -0a01i .:Ie k1d_ 0 1 -3 W rw VArY 1aa.•i3���� 1•Y111..1'111 r1L Yr%p. 17 �r .IS t1 }.r1 .7}*IY. -aI SIfV4tF 5i I C�11im■ kl�i4 •SL F. 4I}O1:I:. T . •a�� f-IYi�a r.•r L 1%3 'r r1.-.+.a V'Y.,31rAAT1 • Lr--+ 1� -• r1r40hpooftr-i4 7'Y.-1W.QrI i OM"loor"YY rlraAir v 30F i1a��tlR i:l: Y'11'-- FR.kiQ ;aha Pa7G _I� . I• 14��t'h t1: 1111 - :r".%Zr. Ya P. p_m? l no '.i.1ik�.1 L "".-.r.i :•Jra- 1i1]4•er MZD •.W rJ1. rIr4V i �.11v 1" rmd L r rF;h rrr u. M • 1 .1. •lY R• r. Y •I� Xap f.•Y1 .1r ­:.Y-_ agarJ ii. w.r:.0 S.W • : I-_ :.•- 11.`.'t 1i 1 � ;;�,-armallt��s.L-�m -•1: •kU ' '� 5 MANUFACTURER: SALSBURY INDUSTRIES (800) 624-5269 MODEL: 3316 MOUNTED ON A PEDESTAL (#3385) (OR EQUAL) COLOR: DARK BRONZE OR BLACK (OWNER TO DETERMINE) # OF BOX UNITS: AS STATED ON PLANS CLUSTER MAILBOX NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) "HINGE ANCHOR POST" MIN. 6" STEEL POST, SET 2 FEET DEEP IN CONCRETE FOR HINGE ATTACHMENT HINGE PLATE MINIMUM 3/16" STEEL WELDED TO HINGE ANCHOR POST ALL GATES SHALL HAVE CROSS MEMBER FOR BRACING ALL GATES SHALL BE CONSTRUCTED IN MANNER TO INSURE THAT GATE CAN SUPPORT ITS OWN WEIGHT, IN A FREE SWINGING POSITION. METAL DOORS SHALL BE PRIMED AND PAINTED. STAINED CEDAR SIDING BOLTED TO METAL FRAME GATE STO ON ALL GAT OPEN p DUMPSTER ENCLOSURE O MATCH AND SIZE 22 DETAIL .T.S. 42DETAIL .T.S. 42PERSPECTIVE "-022 N.T.S. N.T.S. N.T.S. MJ e 07 I •• I Ile f • ., 1 b ' • 4! . MANUFACTURER: SITE AMENITIES SUPPLIER: MAXPLAYFIT, LLC.; CONTACT: PAT McNAMARA: (434) 664-8522 QUOTE: MP0314018.01 SERIES: CASINO MODEL: B6WBHORZCASINO COLOR: BLACK LENGTH: 6' NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) IF APPLICABLE E METAL BENCH 22 DETAIL s-054 N.T.S. PF4f6TAL AFL LOMF6 - m +PC+F .gyp►{ NLr W.rY �I.a-Y�I�� mmpmmq v I1a C rn mV;m 1Ha dww. 1r i. NYC YLI -^l ^G CD LR•Yl� ri 1 �# iA N-r •i rrw T'A4A YYrACrr Fwi Lv Iw lk..ae •+ter, rr. a•1rr aa�r :r how 1.�.IhL1L�1 =. L'111J11f+•6•L .�JII 1 • •• G PARCEL LOCKER 22 % DETAIL NOMINAL MANUFACTURER: SALSBURY INDUSTRIES (800)624-5269 MODEL: 2402 MOUNTED ON A PEDESTAL (#3465) (OR EQUAL) COLOR: DARK BRONZE OR BLACK (OWNER TO DETERMINE) NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) BRICK HEADER COURSE; TYP. 4" CONCAVE JOINT MAX. WHEN PATIO BORDER MEETS BLDG OR WALL, PLACE EXPANSION JOINT FINISH GRADE 1.5" BELOW TOP 1.5" + / - MORTAR SETTING BED i • a • 4" CONCRETE SLAB; 3,000 PSI MIN. \ WITH (2) #3 REBAR, CONT., 2" CLEAR 80 % COMPACTED S U B G RAD E H BRICK PATIO ON CONCRETE SLAB S-060 N.T.S. " DIA., SCH 40, STL PIPE, FILL W/ CONCRETE. SET IN 18" SQ. CONC. FOOTING, SLOPE TOP TO )RAIN (OR EQUAL). IF EQUAL, CONTRACTOR TO (STALL PER MANUF.'S INSTALLATION gSTRUCTIONS. 'RIOR TO INSTALLATION PAINT WITH TWO :OATS RUST PROOF PRIMER. THEN WITH TWO 'OATS BRIGHT YELLOW ENAMEL. INISHED GRADE )R SURFACING- �EE DETAIL: 22 '-0" #5 BAR WELDED '0 STEEL PIPE 18" METAL BOLLARD 22 % DETAIL BRICK ROWLOCK CAP BRICK SOLDIER COURSE OUTSIDE OF 6" DIAMETER STEEL PIPE BOLLARD FILLED WITH CONCRETE. IMBED 2'-0" BELOW SURFACE. MOUND TOF FOR DRAINAGE. PAINT ALL EXPOSED STEEL SAFETY YELLOW SW#4084 �l►�1�1:31�iZy.��_11����� ENCLOSURE 1/2"1 REBAR REINF. AS REQUIRED- REFER TO 9'-0" NTS STRUCTURAL DWGS. CONTINUOUS EXTERIOR GRADE SEALANT 1" COMPRESSIBLE FILLER #4 BARS @ 9" O.C. HORIZONTAL #4 BARS @ 6" O.C. VERTICAL I DUMPSTER WALL ENCLOSURE AND BOLLARD CMU WALI W/ BRICK "HINGE ANCHOR POST" MIN. 6" STEEL POST, SET 2 FEET DEEP IN CONCRETE FOR HINGE ATTACHMENT S-015 N.T.S. 4'-0" HIGH - 6" DIA. STEEL PIPE -CONCRETE FILLED 2' BELOW GRADE W 16" DIA. CONC. FO TING SET 2' FROM SCREEN WALL O WO aLL U W_ 0-1 U) W > �J VARIES PAINTED STEEL COLUMNS CMU WALL TYPICAL W/ METAL A CLOSER PLATE TRASH ENCLOSURE GATES VERITCAL CEDAR SIDING PLAN ATTACHED TO METAL J FRAME 22 HINGE POST, SET 2 FEET DEEP IN GUMF'HG I UK tNGLUSUKt GH I E6- CONCRETE FOR HINGE ATTACHMENT VERTICAL CEDAR SIDING ON METAL FRAME ELEVATION J DUMPSTER BRICK ENCLOSURE AND GATES I! ARIES VERTICAL SIDING - W APPLIED STAINED CEI 3'-0" GATE 22 DETAIL, SECTION, ELEVATION, PLAN 10'-01. 10'-0" TOP RAIL 1-5/8" PIPE TYP. TOP RAIL POST CAP- MAY (SS20) GALV. CONNECTION AS g GA. TIE WIRE-24" o.c. RAIL END BE ALUM SHOWN-20' - - POST BAND NOTE: ALL FITTINGS 2"x2"x9 GA. FABRIC TO BE i l KNUCKLED TOP & DRAW BAR SEMI -STEEL 9 GA. TIE B TOM 1/4"x 3/4" (NO ALUM.) - � � 0 14I OC; TYP TERMINAL POST 2 1/2" TYP. LINE----.�� POST 2" 3/8" TRUSS ROD @ ALL CORNERS, (SS20) OD GALV. PIPE (SAME NOTE AS OD GALV. INTERSECTIONS TRUSS ROD) PIPE; 8' OC 7 GA. BOTTOM TENSION W113 'I- I-1 NOTE: ALL WIRE FABRIC AND FENCE HARDWARE SHALL BE GALVANIZED. =1 M 1' N illllll ' IIIIl O0 BLACK POLY -COATED CHAIN SHALL BE INSTALLED ON THE OUTSIDE UNLESS OTHERWISE NOTED. POST SHALL BE I ;,(III, IIIII'_ 11 INSTALLED BEHIND WALLS USING -�-1�1-Ilo•• 3500 psi SLEEVE -IT SYSTEM. SEE DETAIL: J TYPICAL LINE CONCRETE; TYP 21 POST FOOTING TYPICAL CORNER K 4' CHAIN LINK FENCE POST FOOTING J 22 LOCATION MAY VARY - GC IS RESPONSIBLE FOR COORDINATING BRICK VENEER TO MATCH BLDG. COLOR & SIZE "HINGE ANCHOR POST" MIN 6" STEEL POST, SET 2 FEET DEEP IN CONCRETE FOR HINGE ATTACHMENT NOTES: 1. ALL GATES SHALL HAVE CROSS MEMBERS FOR BRACING. 2. GATES STOPS MUST BE INSTALLED ON ALL GATES TO SECURE GATE IN OPEN OR CLOSED POSITIONS. 01 (111 I-ATC 1AII AMr-11 1Cr% ELEVATION 7" REINFORCED CONCRETE SLAB; 4000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK REINFORCED WITH 6" X 6" W 10yio WWM 6"X6"W10yioWWM 4" COMPACTED VDOT #21A STONE BASE - VDOT (UD-4) UNDERDRAINS AS REQUIRED BY VDOT 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL L CONCRETE DUMPSTER PAD H-020 N.T.S. 22 SECTION N.T.S.22 SECTION N.T.S.22 SECTION FNTS 22 SECTION N.T.S. -002 .T.S. .T.S. NTS N.T.S. ■ 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 of L.L � Z w G � I_LI J Z U o� 0 o 0 L 2 w 0o .8 a5 s= a 0 Z Q U V1 'E 11 o n ai -2 m 3 E _ >.0 m� Co L `o E C a. o C_ y -0 A� = 0 :5 L_ `o � _0> a) C � ca -2 U z a ace' o o w QC m (n a � T � a) � E, � C C > Co E cu -a a) w TH OF � C o m 3 Steven W. Edwards 90 Cert. No. 0931 v a 12-17-18 a N C cn scq P E A R �� Lo C t0 rn3 a� E ca ao ;n W `6 .E a >_ �a H 0p o / � 7 Y U Alan G. Franklin Lic. No. 35326 ,� 2 o0 12-17-18 C�l E a SlONAL o ,E m cL Z 0 > C -6m �� 2 0. SCALE: As Shown P ISSUED: 10/22/2018 a REVISIONS: 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MAJORSPAAPPROVED 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 Q SHEET: Z 0 U co Z 0 0r 0 LL W co Site Details W OF29Lu 29'- 7 3/8" 2 a N N CO 0 N O V ■ 2"X4" RAIL A 23 "HINGE ANCHOR POST' MIN. 6" STEEL POST, SET 2 FEET DEEP IN CONCRETE FOR HINGE ATTACHMENT PLAN c "HING MIN. 6" STEEL POST, SET 2 VERTICAL CEDAR SIDING FEET DEEP IN CONCRETE ON METAL FRAME FOR HINGE ATTACHMENT ELEVATION A9 DUMPSTER WOODEN ENCLOSURE AND GATES 2"X4" WOO 2"X8" CEDAR GALV. METAL RAIL CAP POST MN } 4'-0" HIGH - 6" DIA. STEEL N PIPE -CONCRETE FILLED 2' BELOW GRADE 16" DIA. CONC. FOOTING SET 2' 5'-6 3/4" 3' 4" O.C. FROM SCREEN WALL TYP w0 0- w /�� m _ 9URN1 9 FEEL COLUMNS TYPICAL' / / METAL^ CLOSER PLAT / 1 13' 7" 2"X4" TRIM A TRASH ENCLOSURE GATES- 23 VERITCAL CEDAR SIDING ATTACHED TO METAL FRAME 23 % DETAIL, SECTION, ELEVATION, PLAN 0 - 1 "X6" CEDAR PICKETS - 2"X4" CEDAR TRIM 2"X8" CEDAR CAP - GALV. METAL POST 7t v A °' 23 C9 2X2 MEATL FRAME T-0" GATE W/ 1 X6 M CEDAR PICKETS I N LOCATION MAY VARY - GC IS RESPONSIBLE FOR COORDINATING "HINGE ANCHOR POST" MIN. 6" STE POST, SET 2 FEE1 DEEP IN CONCRE FOR HINGE ATTACHMENT 2X2 MEATL FRAMI T-0" GATE W/ 1 X6 CEDAR PICKETS GRAVITY LATCH NOTES: 1. ALL GATES SHALL HAVE CROSS MEMBERS FOR BRACING. 2. GATES STOPS MUST BE INSTALLED ON ALL GATES TO SECURE GATE IN OPEN OR CLOSED POSITIONS. 3. ALL EXPOSED WOOD TO BE STAINED AND SEALED. 4. STAIN COLOR TO BE DETERMINED BY OWNER. 2"X8" CEDAR CAP GALV. METAL BRACKET LO 2"X4" WOOD RAIL 2"X4" WOOD CEDAR TRIM 1"X6" CEDAR PICKET GALV. METAL BRACKET -_ GALV. METAL POST CONC. FOOTING SECTION ELEVATION )OD ICKET F-032 N.T.S. NOTE: FOR ALTERNATIVE PAVING SECTION SEE DETAIL: E 24 3 50 CM (19.7") 16.7 CM (6.6") 25 CM (9.8") L L SPECIFICATIONS UNIT SIZE - 50 CM X 50 CM X 2.5 CM (20" X 20" X 1 ") AVAILABLE IN 9 STANDARD ROLL SIZES UNIT WEIGHT - 510 GRAMS (18 OZ.) OR 2.0 KG (4.5 POUNDS) STRENGTH - 402 KG/CM (5720 PSI) COLOR - BLACK(STANDARD) RESIN - HDPE (WITH SOME POST -CONSUMER RECYCLED CONTENT) PLAN GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 SQUARES I SEE ENLARGEMENT BELOW 8.3 CM (3.3") I 2.3 CM (0.9") HYDROGROW MIX BELOW RING SUPPLIED FREE BY MANUFACTURER 6 CM (2.4") / RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) � 00...q p� p it F�oCP�SOo��� Vo °o°O °CIg '� ° ° N o Z - COMPACTED SANDY GRAVEL ROAD BASE 0 o N�c05?o^p � 000° ° Ocb C��o°oglgdg w a ¢ 95% MODIFIED PROCTOR DENSITY ° 6 INCHES TO 12 INCHES o oog�CMO°O°Jog° °�° Oo o go ° pOo= � .� a a (DEPTH OF BASE COURSE TO BE ° II ° DETERMINED BY ON -SITE ENGINEER) III IIII III I IIII COMPACTED SUBGRADE, - SECTION TOP OF GRASS ROOT MASS 6 MM / (1/4") ABOVE TOP OF RING GRASSPAVE2 ATTACH WITH - SNAP -FIT FASTENERS ROOT MASS TO FILL GRASSPAVE2 COMPACTED SANDY GRAVEL BASE COURSE ENLARGEMENT 1600 Jackson St., Ste. 310 NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR GOLDEN, COLORADO 80401 LANDSCAPE DESIGNER. 800-233-1510 OR 303-233-8383 FAX:800-233-1522 OR 303-233-8282 www. i nvisi blestructures.com B GRASSPAVE2 rev10/05 23 DETAIL ID-000 N.T.S. April 2015 Page 6H-39 Outside Lane Closure Operation on a Four -Lane Roadway (Figure TTC-16.1) END !ROAD WORK SHADOW VEHICI REQUIRED (TMA REQUIREME SEE NOTE 8) SEE NOTE 7 SEE - NOTE 5 SEE NOTES - 2 & 3 SEE _ NOTE 2 R4-V7L KEEP LEFT SEE NOTE 2 RIGHT LANE CLOSED AHEAD SEE _ NOTE 2 ROAD WORK AHEAD END G20-2 V ROAD WORK) - 80' - 120' ILLUMINATED FLASHING O (AMBER CAUTION MODE) TYPE B OR C 0 0 O I 0 D ILLUMINATED FLASHING Q AMBER ARROW TYPE C I -I SEE NOTES 3 & 6 O O SHOULDER TAPER SEE NOTE 5 -� W4-2R -N y� LANE ENDS W9-2L MERGE l RIGHT LANE WR CLOSED 9-3 AHEAD t ROAD i� WORK W20-1 AHEAD C MAINTENANCE OF TRAFFIC PLAN 23 % FOR RIGHT TURN LANE CONSTRUCTION / \ EX. SDMH EX. SDMH M 546.14 O� RIM 552.88 INV. 539.04 O O \ \ \ INV.546.29- 15" - � 9 \ RIM 563.22 6 ---- A EX 15" RCP CENTER OF INV. OUT 539.34 I / WESTBOUND DECISION - - - - - - - - - LANE (465') POINT C / o 0' - ----------------------- ---- /------- - _ --------- _ _ _----------- - - T - - - - - - - __ ___ _ - � - - - _ o -- RIO OA N y / STANCE g - - - ---- ----- / ©k�T Bal) VARIABLE WIDTk+ R�l.�l. - - - -- - / SIGHT ��,� pl� - - S - SDK = 465 �35 v� EX. SDMH 35 MPH ` RIM 554.7 -- - - o - - - - - R V. IN 549.24 _ ' DEC+S N--L'OINT A _ / .00 ' / / � - IN .5'R ROM EDGE OF _ - - - _ NV. OUT 549.01 'rim- � � 14) ^ C18 i OVERLAY - - G - G 3H EX 4" RCP • o o / G G i LIMITS / S�a _ �_� ROP. EOP 2�{ RCP i i i► SD � K2 "�► - / i TYP. o o - \ M - \ POSSIBLE EMERGENCY ACCESS � / LIMITS TO BE LAWN REINFOR i / _ -�_ • WITH GRASSPAVE TO AV i M MONUM T n APPEARING AS DE TED z \N U,'A _ / -SIB INGRESS/EGR LOCATION TO o ° o g" AC / - BE DETER ED BY FIRE i M M 3� 3l L LL. / / CENTER OF / EASTBOUND LANE (440')- / Z GH;Sul o,� pNi yv • , I \ \ DECIS POI B / / / / G o��� 9Ile i 570 560 550 540 D SIGHT DISTANCE EXHIBIT - PLAN VIEW 23 SCALE: 1" = 30' _ s - I - -� S Js's S ----_------------ I \ G _ -2 \ - J SDL = 440' SDR = 46 ' CE TER OF NEA EST EASTBOUND LANE CENTER OF NEAREST WESTBOUND LANE (RIO ROAD 35 MPH) (RIO ROAD = 35 MPH) DECISION POINT B (OBJECT FIT = 3.5') _----- DECISI NPOINT A _-- - - - - (DRIVER'S EYE = 3.5') REQUIRED GRADING PER - - SITE PLAN TO PROVIDE - _ DECISION POINT C SITE LINES EXISTING GRADE (OBJECT HT = 3.5') PROPOSED GRADE -5+00 -3+00 -2+00 -1 +00 0+00 1 +00 SIGHT DISTANCE - PROFILE SCALE H: 1" = 50' V: 1" = 10' 2+00 3+00 M, 570 560 550 540 \/ EX. SDMH / RIM 543.05 E�. DI-38 (4' / RllVti545.56 INV. IN 537.66 - EX. 18" RCP NV. CUT 541.78 INV. OUT 537.53 I 9 B E RKMAR EX. SMH RIM 546.92 INV.11 CROSSING INV. OUT 32 OUT542. 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 L•J Z G iJ W J Z' o ` tv o W o0� LU U) :' o a n/ L.L �W co �a � a)m Z o 2 .en O 2 0 -2 at m 3 c �6 E_ >,.o CN L O � E m o C w o a. Ca m c o `o3 aa) V_ 03 C: Co -o U as � O O oa) 0-6 U �N am T � m2 c m as E Q a) w OF = a ��PLTH V UO -7 2 en a Steven W. Edwards 90 Cert. No. 0931 v a 12-17-18 d \ scq � 0.a Cn p E A rn 20 N 0 _rn 3 a� a E M O COO a Q c E a� a V j u� � / :E-° (,Q T = Alan G. Franklin Lic. No. 35326 w 2 o0 12-17-18 ?, s s/ ONA L �_ �a) o E 1= m � U-L 0. Z O �mc cn a a`ni SCALE: ill 30' 4.0 ISSUED: 10/22/2018 a REVISIONS: 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MAJORSPAAPPRCVED 0. 06-13-18, MINOR SPA- APPROVED O2 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS Q SHEET: Z O W z O U O LL 0 W W Site Details W OF29Lu BEGIN N :1 STANDARD BARRIER N TYP. RAIL SECTION EDGE OF PAVEMENT f�l fli-1_ n 6' SPACING (TYPICAL) FRONT ELEVATION POST CONNECTION IL----' TYP. GUARDRAIL CROSS SECTION NOT TO SCALE 1:10 SLOPE OR FLATTER NOT TO SCALE TIMBARRIEW BEGIN BEGIN STANDARD BURIED BARRIER - I 1 TERMINAL 0 TYP. RAIL SECTION 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. TIMBARRIERTM SPLICE PLATE & PLATE WASHER ASTM-A588. 7. REFERENCE NUMBER 651-003. 1:10 OR FLATTER B. I n TOP OF SLOPE Z_ C. �O 7=c.--,j EDGE OF Z PAVEMENT DIRECTION OF TRAVEL N X II I II II II ii Q I I I I I I I I I I I I I I I I I I LJ _J LJ LJ LJ LJ Li to 6' SPACING (TYPICAL) FRONT ELEVATION NOTES: 1. REFER TO DRAWING 651-007 FOR MATERIAL SPECIFICATIONS AND CONNECTION DETAIL. BURIED END TERMINAL 2. A. SPICE PLATET1 (PRE -BENT); B. SPLICE PLATE T2 (SLOTTED); C. ALL HARDWARE FOR THIS CONNECTION HOT DIP GALVANIZED 3. REFERENCE NUMBER 651-003B. TI M BARRI E RTM STRE ETG UARD TM A ( ) 24 DETAIL BEGIN TOP OF SLOPE STANDING TERMINAL N 1:10 OR FLATTER TYP. RAIL SECTION W EDGE OF PAVEMENT I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LJ U SPACING (TYPICAL) FRONT ELEVATION 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. STANDING END TERMINAL GENERAL 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. F-028 N.T.S. W MIN. )MM. GRADE VSTEEL POST SUPPLIER: MAXPLAYFIT, LLC; (434) 664-8522 CONTACT: PAT McNAMARA SERIES: AFRO158XX AGE: 5-12 I IVf1l'LIV VJV 1LIVI..I k I V MATCH DUMPSTER ENCLOSURE) - VERTICAL CEDAR SIDING ON &�� B HVAC ENCLOSUiRE�FING 3 p TOT LOT CLIMBER (OPTIONAL) 24 DETAIL NTS 24 DETAIL S11PP1 IFR- MAXPI AYFIT I I (• (d3dl RRA-RS99 A PANEL SIZE: X 19.7" X SIZE: DELIVERED PANEL SIZE: 47.2" X 39.4" X 2" SUPPLIER: ACF () ENVIRONMENTAL; 540 246-3801 oe 23.6" CONTACT: ROBERT CONNELLY 2.0" SERIES: GRASS CELL NOTE: FILL VOID SPACE WITH TOPSOIL FOR ENHANCED II GRASS CELL MATRIX FILL ROOT DEVELOPMENT AND FINISH GRADE IIIIIIIIII�IIIIIIIIIIIIIIII lll��l�lll lull //FGEOTEXTILE, OPTIONAL `NAL TURF ESTABLISHMENT. 2.0" ACF GRASS CELL CRUSHED, CLEAN, WASHED STONE GRADED 4" (MIN.), DEPTH TO BE FROM 0.25 - 1.5" WITH VOID SPACE AFTER DETERMINED BY COMPACTION >30% (SUCH AS AASHTO #5) ON -SITE ENGINEER EXISTING SOILS SHOULD BE EVALUATED TO ENSURE ACCEPTABLE STRUCTURAL AND PERMEABILITY PROPERTIES ALTERNATE GRASS PAVER 24 ) DETAIL SPECIFICATIONS WIDTH 19.7" LENGTH 23.6" HEIGHT 2.0" AREA PER UNIT 3.23 SF UNIT WEIGHT 1.24 LBS/SF SURFACE OPEN AREA >90% INTERNAL VOID AREA >95% 100% RECYCLED BASE MATERIAL POLYPROPYLENE UNAFFECTED BY MOLD, ALGAE, BIOLOGICAL & CHEMICAL SOIL BORN CHEMICALS, RESISTANCE BACTERIA, AND BITUMEN SERVICE TEMPERATURE -14 TO 185 °F COMPRESSIVE STRENGTH (UNFILLED) 320.02 PSI COMPRESSIVE STRENGTH (FILLED) 6,351.70 PSI A 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 L�J f1! Z W 0) 2 0 w J Z' o Q ` (�./l C_ a o� 0 o 2N n W �_° �� EL co �a O a� E M Z Q U V1 -E N O � N Cn 'O m 3 c � o E ° �.o m r� T'C � O � L O E C O N N a w j O 7 .L.. O 'O > N � O) (d C ° Co U Z t a CU O O a) Qc m w a m T N (0 E a n O C (C Co DE Q N N TH OF = a ?� UO men a 90 Steven W Edwards . Cert. No. 0931 v a 12-17-18 �C: scq Cn PE A FL N �� rn 3 a E rn O af6i w a C Lo c w 'Co E `. m I` T H OF Dec .o U n Y ° Alan G. Franklin Lic. No. 35326 w 2 0� 12-17-18 ? W, s � s/ ONA L �a) o E r m °'L Z O > C N � N O O SCALE: 1" 30', ISSUED: 10/22/2018 a c REVISIONS: 0. 02-08-17, APPROVED BYBOS 0. 06-19-17, MADRSPAAPPRCVED 0. 06-13-18, MINOR SPA- APPROVED Oz 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS Q SHEET: Z O F- I- z O U a 00 N 00 0 N O V ■ 71 W W Site Details a W OF29LU