The URL can be used to link to this page

Home My WebLink AboutSDP201700005 Plan - Approved Major Amendment, Final Site Plan 2017-06-28t VICINITY MAP I Scale: NTS W WATER LINE (EX. /PROP.) — - - - - — BOUNDARY/ RIGHT-OF-WAY LINE SHEET WVO WMO WATER VALVE / METER I.F. IRON PW FOUND SHEETS REVISE© SHEET FHA-& FIRE HYDRANT I.S. IRON PIN SET NONE " ry YH-& YARD HYDRANT - - - - - - - - - SETBACK LINE ALL a BOAC BLOW -OFF ASSEMBLY ----------- EASEMENT LIMITS ALL 0 eA SS SANITARY SEWER LINE (EX. / PROP.) — - — CENTERLINE 12 tit COo CLEANOUT 670 CONTOUR LINE (EX. / PROP.) MH- MANHOLE F-3:1— F2.50°/6- DEGREE / DIRECTION OF SLOPE ` SID STORM LINE (EX./ PROP.) 479.70+ SPOT ELEVATION SHEET DI F -TO STORM INLET HP HIGH POINT SITE;. YD® YARD DRAIN LP LOW POINT w4 DSo DOWNSPOUT - - - - DITCH / SWALE SHEET G GAS LINE (EX. / PROP.) _ _ _ _ = WATER COURSE Tx of jam✓ SHEET GV® GMO GAS VALVE / METER BM* BENCHMARK O�T �� .'`y�,T T:— - OHE OVERHEAD ELECTRIC (EX. / PROP.) CG -2 VDOT STD. HEADER CURB an C Franklin SHEET UGE UNDERGROUND ELECTRIC (EX. / PROP.) CG -6 VDOT STD. CURB &GUTTER O Le. No. 35326 SHEET 13 WATERLINE PROFILESs CG -12 VDOT STD. HANDICAP RAMP 6-13-17 sIONAL SHEET PPO POWER POLE HC HANDICAP PARKING SYMBOL LP LIGHT POLE DIP DUCTILE IRON PIPEt. GUYd GUY WIRE RCP REINFORCED CONCRETE PIPE SHEET EM® ELECTRIC METER CMP CORRUGATED METAL PIPE} �z T TRANSFORMER PVC POLYVINYLCHLORIDE PIPE �-- 5 r.tnR OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) HDPE HIGH-DENSITY POLYETHYLINE PIPEu:, PLANNING/ZONING i4 UGT UNDERGROUND COMMUNICATIONS (EX. /PROP.) VC VITRIFIED CLAY PIPE NrEeL fy PED❑ UTILITY PEDESTAL FFE FINISHED FLOOR ELEVATION ENGINEER SHEET 20 LIGHTING DETAILS TBR TO BE REMOVED BUILDI FF11 IAA SWM / DWM o16b SINGLE / DOUBLE WATER METER TBT TO BE TRANSPLANTED SHEET GV M GATE VALVE TBS TO BE SAVED SHEET BOA o BLOW OFF ASSEMBLY ARCH11, ECTURAL RFI I EW BOARD SHEET 23 PREPARED BY: 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 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg,VA 24503 tele) 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com 6 FEBRUARY 2017 COUNTY PROJECT #: S D X7-'201700062, S D P201700005 Image provided by GOOGLE Maps 6 /Z / !4- VDOT 4-- VOT SHEET INDEX REVISION HISTORY SHEET 2 NOTES AND PROJECT DATA REV DATE DESCRIPTION SHEETS REVISE© SHEET 3 EXISTING CONDITIONS AND DEMOLITION PLANS -- 2/8/17 IBOS ACTION- APPROVED NONE SHEET 4 LAYOUT PLAN -- 4120/17 +COUNTY COMMENTS ALL SHEET 4A PHASING PLAN -- 5/18/17 +COUNTY COMMENTS ALL 6/13/17 ,ACSA COMMENTS 12 SHEET5 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 LTx o 6 j� Tx of jam✓ SHEET 11A STORM DRAIN DETAILS O O�T �� .'`y�,T T:— - ven . Ed arils an C Franklin SHEET 12 UTILITY PLAN Cert. No. 0931 U O Le. No. 35326 SHEET 13 WATERLINE PROFILESs �d 6-13-17 �w �4 6-13-17 sIONAL SHEET 14 WATERLINE DETAILS pE Nv-c� SHEET 15 SANTITARY SEWER PROFILES APPROVALS SHEET 16 SANITARY SEWER DETAILS SHEET 17 LANDSCAPE PLAN.- �-- SHEET 17A SUPPLEMENTAL LANDSCAPE PLAN U PLANNING/ZONING SHEET 18 LANDSCAPE DETAILS SHEET 19 PHOTOMETRIC PLAN • ENGINEER SHEET 20 LIGHTING DETAILS BUILDI FF11 IAA SHEET 21 SITE DETAILS' SHEET 22 SITE DETAILS ARCH11, ECTURAL RFI I EW BOARD SHEET 23 SITE DETAILS 6 /Z / !4- VDOT 4-- VOT PERFORMANCE STANDARDS: WATER AND SEWER: 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR Alan G. Franklin CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR 2017 THE WORK. AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND BENCH MARK: P F FIRE HYDRANT; ELEVATION = 566.50 TO O , IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND 'WORK NORMALLY ASSOCIATED 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON WITH SPECIFIED IMPROVEMENTS. THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN � �1Q tt,63 6°l� m.. „ . ,.. SIDEWALKS 2,3,2... .. INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD NOTES SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF -- 02-08-17, APPROVED BY BOS 2. Per\Aous area/Open Space includes land within ROW and on any irdhAdual lot, CERTAIN UNDERGROUND FEATURES. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED 4. Lots include only those inclMdual lots and nothing more. RECREATIONAL AREA: DESCRIPTION. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND ALBEMARLE COUNTY SERVICE AUTHORITY- JURISDICTIONALAREA SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN R c APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON-SIITE AT ALL TIMES. g 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, 4. THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED) WITH THAT OF THE OTHER ETC. TRADES ON-SITE. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 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 AIRE 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, SMALL 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 CVDOT). 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 MUCH A I POSSIBLE SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING R CONTROL PLAN AND INASMUCH S S C NG, G NG 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 DECOMMISIGNING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROS 10114 ";ONTROL 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 5'X 18' PAINT -OUT AISLE. ALL VAN ACCESSIBLE SPACES SHALL BE 11' ;X 18' AND ADJACENT TO 5'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 25' WITH 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 WNDOT 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. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. ED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET F PLAN 9. AS BUILT CONSTRUCTION DATA SHALL BE MAINTAIN C O S 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 FROIWI THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO STEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAW 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 PROIFILES. 13.A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CUL' .VERTS 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 (1-800-552-70)01). 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOPRED THRE-_E 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. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. 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. PROFFERS: IC Tg `*,e following day authoifted signtire., Virginia LimitedUability Company taxi. hinaM �.. _. . 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: NMD, ENTRANCE CORRIDOR OVERLAY (ZMA# 2007-04) ZONING APPROVAL: ZMA-201600015, APPROVED BY BOS ON 2/8/2017 ZONING OVERLAY DISTRICTS: AIRPORT IMPACT AREA (AIA); STEEP SLOPES (MANAGED) COMPREHENSIVE PLAN: URBAN DENSITY RESIDENTIAL (6.011-34 DU/AC) URBAN MIXED USE (in Centers), NEIGHBORHOOD 1 (Places 29) DENSITY (OVERALL GROSS): 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 & c f . 11/15/07. EXISTING CONDITIONS AND TOPOGRAPHY VISUALLY VERIFIED BY ALAN Alan G. Franklin FRANKLIN PE, LLC AND LINCOLN SURVEYING WHILE ON SITE THROUGHOUT FEBRUARY Ik No. 35326 W 2017 DATUM: NAVD 83 (STATE PLANE) BENCH MARK: P F FIRE HYDRANT; ELEVATION = 566.50 TO O , BREAKDOWN: BUILDINGS. 79,924 1.83 21% ROADSISI'DEWALKS: PAVED PARKING/ROAMS: 121,505 x.79 32% � �1Q tt,63 6°l� m.. „ . ,.. SIDEWALKS 2,3,2... .. SCALE: 'PERVIOUS AREA/OPEN SPACE: 1691647 167 42% ISSUED: 23 Feburary 2017 OTAL SITE ACREAGE: 384,286 8.822 104% , REVISIONS: NOTES {�yq i 1, T1re rninrrnus rewired open spa, is 291 (per ~aect�cie 20 A.9:a1). -- 02-08-17, APPROVED BY BOS 2. Per\Aous area/Open Space includes land within ROW and on any irdhAdual lot, 1. 04-20-17, COUNTY COMMENTS 3. rrrimen open space excludes land within ROW and on indMdual lots. 2. 05-19-17, COUNTY COMMENTS 4. Lots include only those inclMdual lots and nothing more. RECREATIONAL AREA: SEE CODE OF DEVELOPMENT WATER & SEWER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY- JURISDICTIONALAREA Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 teles 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 tele] 434.531.5544 el alan@aianfranklinpe.com �I s I e 'L. S � � :Crosse LL Z W 0 Z ■ W Q Z0 r V LU {� U 0 0-0 C i I >v ob ob OZ NL,TII 0, PtC. �g �c U - Steven W. Edwards E4 �s r' Cert. No. 0931 V -4 6-13-17 vv . a �R �c9PE ARG �a 1� w E_ QC o� ER oQ "Y11 Ofi, =S c f . o= ° Alan G. Franklin R Ik No. 35326 W PC �S 6-13-17 �' 0C ti �sIONAL ®a 01" _0a Rs Ec ,;�'; ca m£ U! C SCALE: �C Qa ISSUED: 23 Feburary 2017 REVISIONS: UC �@n -- 02-08-17, APPROVED BY BOS 1. 04-20-17, COUNTY COMMENTS °u. 2. 05-19-17, COUNTY COMMENTS o 3. 06-18-17, ACSA COMMENTS va �z NU ca UDS VC R c U)'U CV a SHEET: °a ®Q , �t .c C +mss UE Un o� �Q EC 11>U oa -t£ Qa S ZC -0c: a, a Notescn PC OF 26 5_ s d -- , .. -1_� , ,�__,_ I \ \ ____ / I" , I--*' � " �, I ..** , 1 550 " ,,, , " _,____�' ANY DEMOLITION THE TREE � 11 ____)_\ \ I--- /-' -.-,-- -_ __, ,,- ,- I \ , NOTE: PRIOR TO A , �1� / 1�/ _', ., I", / �, � 7 1 Z _" __ .11 '1� " I 61�3 - , 4K / , 11D OE -PINE � , 1-11 I / ARBORIST SHALL BE CONSULTED AND MADE Z � , \�,�----�" ,� ___S�XN - 11-1 " � 1__*� I , --'' � � -- -/ --- :� - \L .�_, - 4( .�-'-, Z,----'-�- i / "/ a TREES I-, ,-I- I / AWARE OF THE CONSTRUCTION SCHEDULE IN /I,, -_______ i ___.11 TMP 45- / ��0 15, 30' / -I/-- --601-- , () * 120' I/ �__1-1, -- 1111111111111'I-�, " Z / / / ORDER TO BE ON-SITE DURING THE ---"/ �___ 1Now or Fc I IIIIIII� �-II ,�-�Z,l .1"'.0/ / /� i ,__,�,/" - ----- -- , I ,- I I/ / / DEMOLITION. CONTRACTOR SHALL INSTALL I -----,--"-- _____ - Z�, EJM GARD . , �,� _� / , .1 1, 1� ,_�,,, / / / ALL TREE PROTECTION MEASURES PRIOR - - - �'�,l ® _____ /_ 0 D.B. 27171 , . - I , / -_ / __ ,v / / / / � I- / / // / DEMOLITION AND FOLLOW ALL THE 1�. I ,//� I DENSER /* / Zoned // -_ 1'�_ I I I �, ,,/ VEGETATION IN 1Z , , I-, - .,,� 0 � / �`-�`_, X ZZ // � \ RECOMMENDATIONS OF THE ARBORIST TO 1_� lv� THIS AREA ------ -0 -oliII1111111111"""""" / - 'Comp. Plan: Ur BENCHMARK � FOUND ON TOP OF EXISTING FHA; ELEV. 566.50' \ "' " \ / \ I \ \\ \ �II � , "', , \ ,. I , 1�1 ,--, \ 0\ , 5",--- I---- \ \ \ \ \ \ , \ +/- 589' TO \ HERITAGE . \ \ . HA ENTRANCE \ \ "..". , - - ---- , N , \ \ 1\ - , - /1` / \1 ENSURE E SURVIVAL E REE BEING Z - --- # 4�' -,--- - Use: Commercial `,\ __-1 \ 1'�, \ \1 \ \ " \ I \ -.1 I " I-- - I \ 1\ .1 ,� \ -1 \ I / / \ �, - * \ I I \ \ \ \ \1 \ \ - "� I-- \ "I \\ PRESERVED. CONTRACTOR WILL BE HELD Z - 0 - " \ "I \ \ \ # - _', \ / Z �_ *0 ,�"_ --- --_ - " �� \ \ _ - - --------- - / Z ACCOUNTABLE FOR ANY TREE DAMAGE 1Z ,�,� 10 0 11 I/ 0 /_-, ___ ,-----' \ \ \ ,,, tl) \ \1 \ \ \\ \\ ,___ / / � � ♦ 1 3?_1 '11� 11\ � / / / Z ,�,' \ \ \ ., . RESULTING FROM THEIR, OR THEIR ,S,3 �n , 1� \ 1, \ , / I �//' I I I ; / -----, \ \ , \ � I "Ill' ,Z , i I - ,>, 11 I., \ C9 i\ I 000,10 � � \ ; , / SUB -CONTRACTOR'S ACTIONS. CONTRACTOR ,,,-- . I , ----,- � �` L ,f. �� , \1 \ / 0 � # _-__� // ^ I -, - \ _1____- .11 N � / 11�� . ----' ___ ___�� .? ...... *_.� I SHALL BE SUBJECT TO FINES FOR DAMAGES -' / 0 CHAINLINK FENCE TO j__ ___ A \ �,______ 11I, I \ ____ \ \ 11 , \ \ - , i . -/1 . - - ,� '\ I __ . � ". _.�/ * / I, ,_ � " TERMINATE OVERHEAD \ I \ , \ , 11-1 - .. .. � I/ I / AS OUTLINED IN THESE PLANS. ALL DAMAGES / / REMAIN OR REPLACED BY ___11 """"' ... "I �� "I "I "I . . . . . . ... - ------ � - --I,--,-- - C,� —ELECTRIC SERVICE AND \ \ , .,� I . __ - I -_ - _ , \ `� , . �Aiiilll11ll1ll"""""` ____ - I � _\ Q 'I OWNER�W]�H PERMISSION \,�,___________-' ____ fl, ......... _,��, " __ _ \ 11 / + / � ,,-" WILL BE DETERMINED BY ARBORIST. SEE /# # I/,- _ I 11� I---- I� IX" I. I - - _-_ \ \ \ I \ \ � : ,* �_ \ C i 11 ---- - ---- , \ \ PLACE UNDERGROUND \ 1 9 11 I - . I . - E GARDEN SPOT /-\ " _ I \ \ \ il OF SHE � / �'b 0k: 1�' I -,-, ,\ t � $ \ � I .+ ... , - - -_ \ // ,I /- --- \ ': - - � \ �. 11 / + + - I \ // ,--' , SHEET 6, CONSERVATION PLAN, FOR __1 _ _/ " \ , _a -,�,) ____ , I / ___-, . / , --_ -_ - � , \ I . - - " .. , I / \ - - � / / / I / \ '. I 1__� 100/000 �, 11_' GRAVEL / __ - ,---.- \ 7) ___� -) 0/, \ +/- 1136TO _, � --'----- �_._ ,- , ,,.;�11 % ) " __,-� ,� # � '_ �___ , ,��\ \ i __ ___ - \ --' I,,--- ADDITIONAL INFORMATION. __�, / , ". . ) I \ � , '_1_______,+1Q__,_/_�,/ I--,' " 0___► Z ___1 j 1�_,' 17 11, "I I _� � � _� _ --, �� 1 A, ''Ill . BERKMAR DRIVE & - \ � ,. - - . 11 ._� ____1 --- I �, IQ, Z I � I Z' \ I ' � I _,�, \ I \ I --,,__ ,..� % Z 1--ol �"_� - / Z 'I-, -1 11 \ '��=-' -1 1 - 2 0 I �;,� I I +/- 259 TO \ I , "I -_ 2k � �,- ) \ I 11 -I' _ � I- 11 , / , EX. CURB & I �, ,♦V" I -I -- � , I WOODBURN RD. " _�' � , <_ 0 -, -'-'- e _ � ,, , � �, 0 1Z �,_11 ___ , �I \� ...... * 1�_"` 1, '_ ---b' I 10 / I X I I __--�>",� "S�� ,�, \ GUTTER TO/'� ,,",-,, , 4b; 0 ,,� - - __ / \�� 3 , __1,____�\____ ____,"_ - I/ ,G) \ . 7 , - - ,e�7 - _/� �, D-_ ��:1__" 1Z I,--, .. ,_ -// _-I -I \ +." I'Z I "10_�II _�,\1 _,,�_ -'�' / \ BE REMOVE � / �/ -e � \ ,Z Z / � ___'_ % I Z�s ` / - - I Y, _____�,_ - - I ' _ " \ \ / \ \ - - /_-1'_,_-- � J Al I 11 \ I I 11 � , / / .., — 5 \ ___ --.-- --l— Z 1'� \ � ,� \ - -� \ __ "-\\ ___ / - [____ - i � \ 11 - ,I \ ,--, --- - -'- �AND I / 1Z 1_�' 1). `1 1-1 /_ \ _�>� --------- � _`I� � 1, r____ \ ___ _� - ___ ______ __ zi� \ 0 * f� ORDER TO \ \ I \ I / / /1� / I / ♦ " __ 40 0 b(b, .— _/ /I 1-17 , , I\ '1/ 4_1,�, Y , \ (p . . LLOW FOR \ 1, / ,__', Z", ........ , 70— ,-`__ 1 1Z / 116A , ___ - I ,��- \ \`I_ \N%'VW TURN \ \1 \ . " I I \ __ 'IV "\\_ ->-----__ I � _1( 1\ A N TAPER 11 I - Z ,�,/ / // Z11 ,----' _____________:,-,--�,` , �_/,_- ----- \- (� -- - 4C\_, \ N k \ \ _ / �IliiIIiIlllll111lI""""" ,--*, I - I 1-1 , -_ ____ \ I � \ , 'A, \ \ " �"" X / I/ 1-11 Z "-' 0 I,--,' - I -\1 \,\ Z _,�______7� , � �1 / Z \ / `___\)� , ,I I. k \ \\ w - I ._ XV 11 __�_ I'll i �, \� - - 0 X "' -,--- __ __�_ - �� -, // \ \ �_-/ / �11 1_`1 I-Iol, ____ 11A' 11 \ / " - - Z/ 1-1. ,- ,/ \ /\ � X1, �� k" "I *\ . e \ 1 1:1 , �� , - 11 Z , "I -----. " \ Z " I -,---- -_ " ) \ , i I 11 sc, 11 \1 � \� I / I " X , \ , I I ,,� / '1�\\ \ \ �I 11 � I" �,__________ �z � . .I---- I Z - ----' I " \ " / . ----,., I / '\ \ / \ \, . � WV \ 4 - 11B ,-,O,�\ �- � PORTION OF EXISTING DRIVEWAY I 11 \ \ II I . . (;, 1 1 I\ - , 1-11 I _. � I -1 __ --' � _� \ \ ,,-- \ ;,--"\ &C �, \ \ / / \\�_ , 06 , . I ____ _� - - �� TO REgAIN OPEN TO SERVE AS / / �\ � --' / / /♦- -,--- - E_ 1 1 1 � -.i(,- \ I, 1, O%I I Z I -I --a— AN I � \ \ ,,, I FHA "I / , I \ / __ - " '1�1 . 0 1 EM ENCY ACCESS ROUT, E IF I / 4j \ \ �,, �J,\ 11`� I, � k � / __ .II - � -,---I 7\, 1 NEEDPp / \ / , I � 11 I V � A0 / '��ffi BA 7-1 1 / / " \ I , � / ,---" ___1 __ --' '�____ - /� / _� I �, I /�`_,_ \ / 0110�e -, � " � 1, __� / - Z �A �]/f " X ---2-- � � / / 0 _"', ____ - ------ I X I /� /r z �, - ( / 1--.1, -, \ I - 1 1 C __ " \ , � I V I i I �\ \ P, * � ,Z ,,_---- _____.,_, _ I"\\ I " I / ______ - -- `1 I- 1�1 .1 I t I - I / 11 1 . ,,�,, I I / 11 // � I/ 10 � \1 ,I I �, Z " \� (P , �1 . / . � _-Z � - 11Z \ \ � 'A I / � --,-- -"�� - ------ �� A( - , / / --' N �C----� \ / / 70 11 X ,-- I ,___ � // / \�o '\ \, I ) 11 j �, - ..--- X \ \ �y � 3 P\ � \\ I _ / OPEN PASTURE / / \ � -��,\�,, . I ,I i / -.1, I X". �� 1 / / lkll�%Z.P. 1 1 , . � \ / <-/ '� "� , \ \ � !,,\ ,I " 111_1 I " /Z' \ I I " , " " - "1 ��--, \_1 11 I I 7 I.---- ,,, I _ ,--> , __--'11Z1" \___ �_. --.--- ." - :>� . '1� 1- �1/ .. , -.--.- -_ , �, I,--,'-, - _:!�--- �, Z--l')__�-\ -----,_______,Z I / Z z \, I - __ -GD 'I I �Z_�__ ,,\ A" --I',-- . / - - . / / /Z "I __ I 11 - \ ��__� -\--- 7 , 11 \� " / /Z \ I., \ >4 �4 11_1� , , --- - /--44iiii 11 --/-,---------------- \ I - ..\ "I \ - 11 / � \ 1 / \ \ I �III 11� � \1 ,I " / -, / / � M ) X----..---,- � / *\, � 11 11 ', I - I I � i !C\\ - - - _", I \ / I I, � I I � , / Z \\\( , '1/____._.._____________, -------- I I //� 0 , I / I/ / �_"' 1 8 - -------- -\X \ Z '_/�_ - ___ I _:��/, 11 / I % / .//------�__,_ \ - / / / A,--, � � . � I _ -/ - I / / / � \ " j _� - _ I � 1_1'� � / / / �1% I zx ,V-,),, , � ,� � /- -_ / 28X I -I PRIOR TO CONSTRUCTION: // / �,_, I � I I, \ N \ ".- -__ 11 ___ / 1. � - , -_ - '�__ , ---I-- - � � / Z I \ I � / � " "">1Z7Z�__.__ - _-, - I - \ .,. / - / � I I / \ - - K _�� ___ ---------\--- \ - I I ,.---- \ 1. THE CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING BEFORE / \ � �, � , , \ I , - "I', DEMOLITION Of BUILDINGS. I" � I � � -"\ __________\ \1 _\ - / ,---- ___ \ / I/ / 0 �,,, I � I, \ / 17A __ - - I/ _.- � -,z \\ 2. CONTRACTOR AND ARBORIST SHALL DEVELOP A PLAN FOR REMOVAL OF THE �� ', 11 ,I _____ 11 � / Z 1-11, // \ / Z z I- ' \ 17 V`,_ __�_,", 1 A " 1� X \. / " \ I � \ -, ___1e�_____ , - ,--/ 10 I - ��, \ ,\\ --I,, I _�_-, ,--' , , \ I I I I 1, --- . I � I I . � '\ -,/ 29 \ I I . . II , � I / 11 � '\X_1 , \ TREES NOT BEING PRESERVED ON SITE BEFORE START OF DEMOLITION. , "�111 ___ -I--- �� - ' / " \ . I / � 11 11 __,_._�,________ .,I, i �// _____ / ---' , TRIb \ I / I I . / Z 1, / --I'-, �_,� I -,-,-- __ - \ , EASEMENT' \ - -) \\ 11, I il � 1-1-I" �j-, \ . ___,z ___." - ", X �_\- 0 'A". / .- _,_ " i I \\1 3. CONTRACTOR SHALL TRENCH ALONG TREE PROTECTION PERIMETERS TO \ � vp", \�11 � P t 11-1 / %� ,__ !� / 4�1, � - ----I- - 11 , -- I -.I � _�_____________ - \<__1' 1 I / \\ P.B. 747 P 532 / I , 11 / I � ,___4 I I ( ____ , _ � I I I / � INSTRUCTED BY THE ARBORIST. 0 Z _��11 \ " ,_�, � �I � � �. N) // / /11, Z I .< � / X ) CUT / � 0 N) / , � �` ROOTS AS INS I , / III 0 / / I / ?. i � - � I I ,� ___ I I __ ---- --- \ \ � I", � I I i 4h. - \ 1\ \, X27A I -0--_-I'� J\ 4. THE REMOVAL, OF TREES WITHIN TREE PROTECTION AREAS I I I / - , I � -,,I I -, / I / I � 1 I � I W / I ,�Tx--A / / , I I ) I A / / .�,� \ , __- \ I -V--- - ,\( I �-- I � �,_`, � � � , I I / \ A \ ,�, _ , (2A,5A,24B,26,36,37,39,44E) SHALL BE BY SAW AND STUMP GRINDER OR AS / , / \�� ,� I 1 C� ,� 10-_j-, '1� - Z ;5 \. � I 1\1 I 11 - Ay e-1) I I I I - 1%j ) X // , " \ ( \_ 2\., 1-� __,___ \ __ __ / 0 \ �\ OTHERWISE DIRECTED BY THE ARBORIST. KEEP CHIPS ON SITE FOR USE IN / / . \ I I I I � � I I - a I, , -_ e \ -11 - / \ . / 0 , � � \ I � / 9 __ II '\ -_ ----- -'* __� \ --- N / — ---�-,, TREE PRESERVATION AREAS. ' 11\\1Vr,,) i I � 10 I I I -_ Vl_ , � ,-I- I_ 14; , I . I " M� V4, t / , I * / / - \ , / __ __� - �� /_ OVERHEAD ELLL; I �<IU LINEII� DOI) \ I / I - �--� � \I ND I \ U W_ - I , \ ------,,- I . 11. "" __ _______._.____ SERVICES TO BE PLA/CED / � � P 1 l , / --7- �_ / , - -, 1� - , `_�_ I � � 1, i \ 1-1 ,\ \ I INDICATED ON THE APPROVED FINAL SITE PLAN. UNDERb FRONTAGE X -*-,N" � I I — I \ I I �z / / 1) - -_ � �,��-, 1__� - - --�I '�j ____ A'� / \ I 'I � � I ,/ I BREAK FENCE �ND / I � / 7 __- ___ 5. TREE PROTECTION FENCING TO BE INSTALLED BY THE CONTRACTOR AS OTHER SE � I " " I � , , � / REMOVE TREES AS / I A - ,�_ ,_ I _��. X - "I, _(�% � ROUND �LONG FIR ' I � i -, � I I I i , ___ _____� I � 11 � i K / / _� - - --, - \ � \ 1� � /\ \�'- ") I e � III I , I / NECESSARY To PERMIT 1-11, ..I � /� 26 1 \ I / � 1 6. TO AVOID DAMAGE OF SURROUNDING CANOPIES, SOME TREES IN WITHIN EXISTING EASEME T. ANY I � . 90 I �, I 1--__1 L ��, I �� \ U U_ I I � � I / \ ,,� -_ - `\ __/ "\ / \ / I � \ � / I CONSTRUCTION ZONES MAY NEED TO BE BRUSHED OUT BEFORE FELLING AND EXI§tING POLES/PEDEST LS/ETC. / 0 \\1 � . I � ,V;�\o lu 659 1 \ I �� , / THE SEWER EXTENSION/ t_ - �� -,� , / /� i � � I I 1 � I I I I / -,-I- / \ -_ _<�,_ _j 11 I 1Z � '__1I 400 / 1�1 I I REMOVAL OF STUMPS WITH HEAVY EQUIPMENT. NOT NEEDED SHALL BE REMOVED, 1 1 � I I I '---,---. / -I 11 I � i I I I / \ --- ,�, , I I � ; _,`', - -, I I /I---- � ', 1 11 "", I 1 � ! / " // f \ - _� I\\ __ - / \ . � �1 I I i // / / / I/ \ / - j2I 1 � /_____ � 7. THE ARBORIST SHALL ASSESS TREES FOR HAZARDS AND INTERFERENCE WITH D�R.ING PROCESS UNLESS / � � t " \ ),I� I ____1' _'� I i A / L b I \ , -�',i.� I - I DETERMINED TO RELOCATE A I I i ,\ // I _/ TBR; 1 4h-- 4�, -' � , CONSTRUCTIDN ACTIVITIES AND PRUNE AS NEEDED. `160 �� \ V I " I -1 _', HEAVE LIN AERIAL � I I � I � i I I I � I I "I / / \1 24 � I -_ _�___ L----� 2C / \ I I I I / / / '--I, / / . X------- , -/------ " \\ r*t I � 8. THE ARBORISTF SHALL CONDUCT WEEKLY SITE VISITS TO VERIFY COMPLIANCE �p UP I il �II �� \1 O"PEN PASTURE / 'I _', ,/� , --- - 11 � I / I I � '11-\ \ \ I I ; �, ,-, ,-,---- _/ 11 _______________ \ � '11 WITH TREE PRESERVATION POLICIES AND TO EVALUATE TREE HEALTH. / / / I � ",�� 1 1, , / , I I 1 1 , I I / / / , I / ) 4,l 1 11��_______,______ ` /_11, "I \\\ / / � i I i I I I I / X, 'I" \ 9. ARBORIST SHALL CONSULT OWNER AS NEEDED FOR ARBORICULTURAL ISSUES' / /11 1�� III EX.\ ____ \ ( )�,,� _____11 _� "I ___ � � � I , -----, I Af "- Il� \ ,�, '1_1\ ��, I .. , , � THROUGHOUT'PROJECT. / EX. CONCRETE/ SIDEWALK ' �§ � ASP ALT ". \ _,\__, / , I �I i, !I, X. // � I i I I � I I- I -'I-- 1� 11 _�--\ 01 I Ott1____T_ X,'p4,TO BE � I i I I I 1 , / / / / _�___ ------,- " � - ---(-- X___ ____ -11, / 1, / 11 �, , I � REMoVEQ� i �_ -.-,-,Z �, �/ �-- _/ \ \ 10. FOLLOWING CONSTRUCTION (AS NEEDED AND AUTHORIZED) THE ARBORIST � PAR NU I I I ��_ _' \ \ \ ,",,A N D 11 I . / N -_ I �_ --1 TO BE �EMOVETFROM T�E I � I , \ I \ I / /i / / //Z' Z __/":�---, __ -24B / -'----------- - - ______, \ 33A \ i2B I SHALL: I I I EX. ENITRANCE WEST TO THE / 1 1 __ I ZZ, f - , / - I �� 1 1 I �� Rffl�ACER \ \ ,j/. � � � I�\ I Z I ,� � \ ( I a. FERTILIZE VIVITH ADDITIONAL MYCORRHIZAE AFTER FINAL GRADING IS I i FIRST ENTRANqE TO THE I 11 � �, \ - __ )I,I 'I,--, . `� \ q/ / / / ,� , 11 9 �,',L , - \ __1 , � 1__� 11 , _ I / , �\ - . I _ I , - � I I I \ / 1�_,__ _'� ,_ I- - i i I \ - I - \ , � � i \1 \ I/ "" 11,� � _• - /--------- -- -tin \ . COMPLETED. THIS MAY BE DONE IN DIFFERENT AREAS AT DIFFERENT TIMES I I GARDEN SPOT 16,ND EAST TO i i� � I \ � I � I i 1 � ____ _00 THE PROPER7 LINE I I 4#1, I 1, � 11 I --- I " I I I T I . i i � I /'s / \ I ) \ /i / I I / I/ , / I %M/ \<"" I___ "' � IF THE PROJECT IS COMPLETED IN PHASES. � I 1� I- I � � ,V \ i / J�� / / ! i N � / 32�/, -\ i . I i I i "'l I I I I \1 / / / I I \ I \ I I I / / I ,I', i _ - I i I � � , ,I " , j _�__ ___� I / � \ A `\ \ / i A \ \ I b. PRUNE TREES TO ELIMINATE DEAD, DYING OR INTERFERING BRANCHES. I , � � � \ f � / / I / I-,---- 8 4 \1� � I / / \ I c. ARBORIST SHALL INSTALL LIGHTNING PROTECTION IN THOSE TREES I I i / '-p I �, I . i I � ",-- \1 " __1 J I ( / I / / I [_1 " I � I . / / I I I , j, � I /. 1 � ( � - / __ � / ^%j DETERMINED BY THE ARBORIST TO WARRANT SUCH PROTECTION. i , '�__,.. 1\ � � � \ / / \ � � // 1__1__- __�', �_ II\ \ \ \ \ d. IRRIGATE IF NECESSARY TO SUPPLEMENT RAINFALL. i VDO� DRAIN - � Is i I � � i A , \ . � I / / / \ I/ I I / \A80 / 1__� I / I i )GE ES � � '-,j I , / I / / / 38A @\ / �/ - �M /,_�__, � � (PROO. # 0631-002-185. C501) ) I I \1 ) 41, " ,� � ,11 / I \ I \ / 32 �� I I �111 IT; I '� Z� � ---, I _"_�\11_ � 11f \ e. ARBORIST SHALL CONDUCT REGULAR INTEGRATED PEST MANAGEMENT `-I I . I� � I I / / \ I -1 - I TO BE ADJU$TED/ABANDONED I /-\\ Oi 0 I � ri . " 17 � I / \ ". 1, I 1. / I � i �, (f _ I ( i \ " \, - I , (IPM) VISITS; DURING THE GROWING SEASON FOR A PERIOD OF 5 YEARS, I., � � I - I ____ 1, \ .� I rl_�,", ,,/ / _ ------ I 1, "I "I 1 0 / i I I I I �, 07 1 � � . _____�, I \ 1�j - _____ - - 11 "_ \ 'I i ; I i� I i I , � ,I--- 1. 11��I_ I I/- _- /, " , /� STARTING UPON THE ISSUANCE OF THE LAST CERTIFICATE OF OCCUPANCY 1-1 - � � 1 1 '! � -_ /:�� __N43 I 1\ \ i ; ___ -- I / ��_ ,I::��\ \ / ___ / ><�_",___ __. �,�, � I__ i I / 1. C I � I I 1� I 1 __1 -1 , - - ,,,,_�,,, � I � I � � I I I / / I I "". 1_/ '1� (X * / � ------ - - __21 WITHIN THE: PROJECT TO INSPECT FOR INSECT, DISEASE, NUTRIENT OR I i / j � � i � -�_ "'' "I I / \ / "� i � � -_ I - >_�'__, � E�1. ENTR)y\ICE I I I � � I I � 40 �,/ � � >< _.__ :�-_-_:�_ \ . / � � I ...... ...... - F" i � � I � _ ___::� 3 -�,, � \ -,I�._ / ENVIRONMENTAL PROBLEMS. : I AND CULVLRT TO BE / Wi a 1-.� I -_ � l I I - 1 -1-71-K \ / 11 I REMOVE ONCE NEW / � �,':p . t 'II _,�, � 1 I I , , Cn► 11 \ - ---,---- Z I I / E IS IN PLACE �_ � I � I I � I I . 590 1 � - - *I- f I E�NTRANq - - I , 1, ,, ; `�, N __ 0 / � � _ � I I � I., . � I , 1 1 . -I,,, " N \ �' / I 11 I -1 I I I - / \ I �_ I C / 1_________1' --' / EXISTING OVERHEAD LI AND POLES MAY BE 1 / I r il � I I 1, C2 __ \� ✓------- ____ - -I' i( i I C � , -11 - 1, , I , -"\ \ , 1 1 ,.,:.. cn � --�, --- --, " USED FOR TEMPORARY 8SERVICE§. ONCE THESE ' / / I � -i-i I i I I 0# I i/ 1 � I ___1 / " / \ A�" 1-11 W/ TRANSF ' ____ / 1�' ------ � I / ,, I / / \ F1-6DA \ 1-1 <________ ---',,- / / / / I � ", . ) -1 \\ , I/ 1 1 � 34 * � � � 1 , / � I , X "\ , `\ \ �, / / I I I � I \ 1\_______________t -_ 7 \\ \ 0 AND / ( 1 � � I I/ I // ( ---I, \� 9 5 -- --- 1/7- I � �8 � � P I � � ___J___,�__/ >e X ` ' j //, � / / , / _', U 40k � ,/ e (.-") I P � j �,/ CE / �/ \\ X "/Up, I'-- 1�./ * PARE NO LONGER NEED D THEN THEY ARES TO BE I i / Luk I ,I, 1\ N)_ / _� "I ______ I / I I = \I,- T � � , �-, - t_1____ I I I , ,-0 - I - / __ ,_______._ 1- I "I Y I I . (E 73 1 -_ - � � 1 / / , "",_______ _� _, #KB92 ,,- - / / K TO Rib ROAD AND AN I I , i 9�) , ,-I I I I I I � � 6 4,5 I� - - X � � � I, / I � �I � � ,�� ,� I - I - \ 7 I-- \II -6 "'- I/ ,__� / I �� I ."', � I / I *----- � - / ,ASSOCIATgD EASEM NTS A / / , I I I , RE �O BE - " { I __ , , ,�' I I I � I I I , _\ ..... 111.1 .... ` 0 '',LIE I � / // I /ABANDON`DED 7 1 1 1 1� I . I ''', --- I I I I � �� i / \ I I � 1. I I � / I I 0 _ __________ __�__ "I I I I I 1 I , �,,�', I / - 110411111111 .... 0"11111 _ - - I LOWEST . / i I � I I � . I I � � �, �1. - / I I \ I-------,-"-- ___ __:�_�_ OPEN PASTURE"' "-*, I/ IBRANCHIXS OF EX LEYLAND CYRESS , I I I " �' ) � L:,4:, &, I , 1 I , � � //"� -___ -.-- Ohe__-_,_" - �_/ �EDGi�ROW TO ENABLE I/ 5 -, I I ___ W REMOVE I I 0 QO I I I \ 11. // / 11 f I I �1 I I � .,_1__._-_I � ./, " \ I (I I, \__ _--II_1. - OHE ,_�", / ,/ / I/ / INSTALLATION 0r SILT FENCE JUST U�HILL OF/ / j . � I ) 1- I . // a 41 f \ -- _ ----_ . . / / � J: Fn I I � I ! � / \ \ _-, ____ - QHS / TRE FILL��LACEME T UND7 / I i -I'. --------- I , I 11 /I __DRIP1 LINE MAIO BE REQUIR,ED. / I ,'I I :E i i /11 ____ +-E_ I ____ ---.--- __ , - I / I/ / I / i � \ ____ \ \, -,-- __ _�,_ 01HE / /Z // I---- / / / / 11 IED / Lh - / I I ___ , _-, 1__*1 , `� I , / / I&O \ � ___�� / UP TO THE sw CORNER, - I I- i / / 11 / � , \1 � \ \ ___ ,---- I--,' P / / / I I- � � - ____ ,� % I /EX. ffNCE TO BE REMOVED 11 '� � \1 ----- ----_ 1-1 / / / _ T-1 I � 9 q '. , / / , / / / '� 11 - __ ____ , / I / q � , ,,,I:� I � I �_, /, / 1� \ 42, ' \ \\ ___ __ 36k ------- --' ,-I- 1__*1 /'OHE OHE , // /I / I / / / � Z' I I I I ____ _ �0 � 56(3_� - 1-1 1, I I - _____ ____ --,-- '-,_-,\_, 1-11 11-1 W / ; 'T i .i`I�, I , — I I / / , \�, \ 1�/ ____ ___Z_ / I S/46049'1 8' I.--- / / \ 1, \. _",�-� \ \ \ __ /' \� / OHE Up/ I / , I I i 0 1 _ _�,-. / , \ I / / I- - 1_�' I / ------A: / IN / 11 \,\ � \ \__ /1" / 1 :__5 / \ / r Z " lw/1111!�= I I - I i - _j 'I "i I , -, ,--I- \ \ \ ------- -_ EX. TREELINE; I,--, �x -" -,, - =/I'MM�' �� __ I--, � / EXISTING FENCE TO BE REMOVED ALONG t, M 11 - � __ , _ _570--__ ______ _ ____ - 354//45- / / ,�j -, FHA -, _ __ --- --- -_ 00 . ---- ----- -- TMP -45-26 1__�", � '\ TYP. I` ) ____ - — ------ _____ __ - ._ "� �, - Z�@ " __�_�_', D TO COMPLETE SITE -'� Z � - ---. ______ ____ _ ___ - _- ___ __ __- TREE To BE / I I I APPROXIMATE , � � \ ___� - xz_ _ � �qTFE , ,.,-,, ,---* --- - T , LOCATION TO END \ z, 34B / ,Z 1_� -_ - -_ - - -_ cl"� - ____ _- I-, 43 1'___1 --- I 11 __ _._ __ ___ ___ - , 5io---Now_ or F�'ormerly \ ) \, I ", IMPROVEMENTS. FENCING MAYBE ADDED BACK � 1--l' N ,,-' , ,- .-I ___ .--- �- __ ____ " __ , . 1 ,5, __ _1/ 01 I ice"/ //. --- - --- --- - ----- -,---- --- ,- __ ___.__ _ ____ -- _ --'----REMOVED IF NEEDED 1, ) � 0 EMO OF EXISTING Z -to ____I -_ ____ _560— — — - __ -,--. 0 __ ____ ., CONSTRUCT -1 i I _ I 1\ ____ ------- ___LP --- ----,--- _ _ ____ - �14_ —_ O�� —550 - SIDEWALK -_ __ CA) . __ -) --'---* _,�-, _ � . � 0 1 - ___� AT OWNERS DISCRETION ALONG THE SITES ____1 1� ,-\ - ----- ��_�-- ____ ,---- ___ ,__ ____ — , — ...--- _ __�� ------- - ___ I/ � 1) - MEDICAL FACILITIES OF AMERICA _____ I PERIMETER _ I--,' 6 _ _ % ____ ------- L_ FOR Coj� - D.B. 'UZ70 Or% r,r.9 � 11 \ ,/) _____ --___ __ ____ ____ Z ,�, 0) / / X,; --!__t --,,-- ----- ----- --------- Id "I __ - ) . '-- _11 - _____ �, W / Zoned: R6 _1 _�, _ ---- ___ 4 � I _____ X 34 �, "'�, I I- 0 / // /" - \1 I `1� I ___) ) ______,____,__1__I (�? UPZ � " 0 / / // I-,,/ �11 `\ Comp. Plan: Urban Density -..Ir---,, , --,, - ,_-___ '1_______, 45 1_� cor-r / ,_�___* Honm Pneiriantiol - a I � ------ - / ,,- I /I� \, -,/' CENTEL F1 -6C � - I // I I-- - - 11111111 f 'Tax Map & Parcel � i .. .... _111111'-- 1-111 - ____ I 1111-- - _- - Owner - . . . � . -PG�� . MB� � i 1. THE PROPERTY LIES WITHIN FLOOD ZONE C AS — - -Anthony or Mary K. "/slants - I _ ' -'- " . . . . 1613A4V � : � SHOWN ON THE FIRM MAP PANEL NO: 5 \ .- \ i i 1 � \° \ `\ \ \ \1 EX.! COl'i RE�, E WALL i . . i I 1 I I \ i ,I t \\ \ �II � , "', , \ ,. I , 1�1 ,--, \ 0\ , 5",--- I---- \ \ \ \ \ \ , \ +/- 589' TO \ HERITAGE . \ \ . HA ENTRANCE \ \ "..". , - - ---- , N , \ \ 1\ - , - /1` / \1 ENSURE E SURVIVAL E REE BEING Z - --- # 4�' -,--- - Use: Commercial `,\ __-1 \ 1'�, \ \1 \ \ " \ I \ -.1 I " I-- - I \ 1\ .1 ,� \ -1 \ I / / \ �, - * \ I I \ \ \ \ \1 \ \ - "� I-- \ "I \\ PRESERVED. CONTRACTOR WILL BE HELD Z - 0 - " \ "I \ \ \ # - _', \ / Z �_ *0 ,�"_ --- --_ - " �� \ \ _ - - --------- - / Z ACCOUNTABLE FOR ANY TREE DAMAGE 1Z ,�,� 10 0 11 I/ 0 /_-, ___ ,-----' \ \ \ ,,, tl) \ \1 \ \ \\ \\ ,___ / / � � ♦ 1 3?_1 '11� 11\ � / / / Z ,�,' \ \ \ ., . RESULTING FROM THEIR, OR THEIR ,S,3 �n , 1� \ 1, \ , / I �//' I I I ; / -----, \ \ , \ � I "Ill' ,Z , i I - ,>, 11 I., \ C9 i\ I 000,10 � � \ ; , / SUB -CONTRACTOR'S ACTIONS. CONTRACTOR ,,,-- . I , ----,- � �` L ,f. �� , \1 \ / 0 � # _-__� // ^ I -, - \ _1____- .11 N � / 11�� . ----' ___ ___�� .? ...... *_.� I SHALL BE SUBJECT TO FINES FOR DAMAGES -' / 0 CHAINLINK FENCE TO j__ ___ A \ �,______ 11I, I \ ____ \ \ 11 , \ \ - , i . -/1 . - - ,� '\ I __ . � ". _.�/ * / I, ,_ � " TERMINATE OVERHEAD \ I \ , \ , 11-1 - .. .. � I/ I / AS OUTLINED IN THESE PLANS. ALL DAMAGES / / REMAIN OR REPLACED BY ___11 """"' ... "I �� "I "I "I . . . . . . ... - ------ � - --I,--,-- - C,� —ELECTRIC SERVICE AND \ \ , .,� I . __ - I -_ - _ , \ `� , . �Aiiilll11ll1ll"""""` ____ - I � _\ Q 'I OWNER�W]�H PERMISSION \,�,___________-' ____ fl, ......... _,��, " __ _ \ 11 / + / � ,,-" WILL BE DETERMINED BY ARBORIST. SEE /# # I/,- _ I 11� I---- I� IX" I. I - - _-_ \ \ \ I \ \ � : ,* �_ \ C i 11 ---- - ---- , \ \ PLACE UNDERGROUND \ 1 9 11 I - . I . - E GARDEN SPOT /-\ " _ I \ \ \ il OF SHE � / �'b 0k: 1�' I -,-, ,\ t � $ \ � I .+ ... , - - -_ \ // ,I /- --- \ ': - - � \ �. 11 / + + - I \ // ,--' , SHEET 6, CONSERVATION PLAN, FOR __1 _ _/ " \ , _a -,�,) ____ , I / ___-, . / , --_ -_ - � , \ I . - - " .. , I / \ - - � / / / I / \ '. I 1__� 100/000 �, 11_' GRAVEL / __ - ,---.- \ 7) ___� -) 0/, \ +/- 1136TO _, � --'----- �_._ ,- , ,,.;�11 % ) " __,-� ,� # � '_ �___ , ,��\ \ i __ ___ - \ --' I,,--- ADDITIONAL INFORMATION. __�, / , ". . ) I \ � , '_1_______,+1Q__,_/_�,/ I--,' " 0___► Z ___1 j 1�_,' 17 11, "I I _� � � _� _ --, �� 1 A, ''Ill . BERKMAR DRIVE & - \ � ,. - - . 11 ._� ____1 --- I �, IQ, Z I � I Z' \ I ' � I _,�, \ I \ I --,,__ ,..� % Z 1--ol �"_� - / Z 'I-, -1 11 \ '��=-' -1 1 - 2 0 I �;,� I I +/- 259 TO \ I , "I -_ 2k � �,- ) \ I 11 -I' _ � I- 11 , / , EX. CURB & I �, ,♦V" I -I -- � , I WOODBURN RD. " _�' � , <_ 0 -, -'-'- e _ � ,, , � �, 0 1Z �,_11 ___ , �I \� ...... * 1�_"` 1, '_ ---b' I 10 / I X I I __--�>",� "S�� ,�, \ GUTTER TO/'� ,,",-,, , 4b; 0 ,,� - - __ / \�� 3 , __1,____�\____ ____,"_ - I/ ,G) \ . 7 , - - ,e�7 - _/� �, D-_ ��:1__" 1Z I,--, .. ,_ -// _-I -I \ +." I'Z I "10_�II _�,\1 _,,�_ -'�' / \ BE REMOVE � / �/ -e � \ ,Z Z / � ___'_ % I Z�s ` / - - I Y, _____�,_ - - I ' _ " \ \ / \ \ - - /_-1'_,_-- � J Al I 11 \ I I 11 � , / / .., — 5 \ ___ --.-- --l— Z 1'� \ � ,� \ - -� \ __ "-\\ ___ / - [____ - i � \ 11 - ,I \ ,--, --- - -'- �AND I / 1Z 1_�' 1). `1 1-1 /_ \ _�>� --------- � _`I� � 1, r____ \ ___ _� - ___ ______ __ zi� \ 0 * f� ORDER TO \ \ I \ I / / /1� / I / ♦ " __ 40 0 b(b, .— _/ /I 1-17 , , I\ '1/ 4_1,�, Y , \ (p . . LLOW FOR \ 1, / ,__', Z", ........ , 70— ,-`__ 1 1Z / 116A , ___ - I ,��- \ \`I_ \N%'VW TURN \ \1 \ . " I I \ __ 'IV "\\_ ->-----__ I � _1( 1\ A N TAPER 11 I - Z ,�,/ / // Z11 ,----' _____________:,-,--�,` , �_/,_- ----- \- (� -- - 4C\_, \ N k \ \ _ / �IliiIIiIlllll111lI""""" ,--*, I - I 1-1 , -_ ____ \ I � \ , 'A, \ \ " �"" X / I/ 1-11 Z "-' 0 I,--,' - I -\1 \,\ Z _,�______7� , � �1 / Z \ / `___\)� , ,I I. k \ \\ w - I ._ XV 11 __�_ I'll i �, \� - - 0 X "' -,--- __ __�_ - �� -, // \ \ �_-/ / �11 1_`1 I-Iol, ____ 11A' 11 \ / " - - Z/ 1-1. ,- ,/ \ /\ � X1, �� k" "I *\ . e \ 1 1:1 , �� , - 11 Z , "I -----. " \ Z " I -,---- -_ " ) \ , i I 11 sc, 11 \1 � \� I / I " X , \ , I I ,,� / '1�\\ \ \ �I 11 � I" �,__________ �z � . .I---- I Z - ----' I " \ " / . ----,., I / '\ \ / \ \, . � WV \ 4 - 11B ,-,O,�\ �- � PORTION OF EXISTING DRIVEWAY I 11 \ \ II I . . (;, 1 1 I\ - , 1-11 I _. � I -1 __ --' � _� \ \ ,,-- \ ;,--"\ &C �, \ \ / / \\�_ , 06 , . I ____ _� - - �� TO REgAIN OPEN TO SERVE AS / / �\ � --' / / /♦- -,--- - E_ 1 1 1 � -.i(,- \ I, 1, O%I I Z I -I --a— AN I � \ \ ,,, I FHA "I / , I \ / __ - " '1�1 . 0 1 EM ENCY ACCESS ROUT, E IF I / 4j \ \ �,, �J,\ 11`� I, � k � / __ .II - � -,---I 7\, 1 NEEDPp / \ / , I � 11 I V � A0 / '��ffi BA 7-1 1 / / " \ I , � / ,---" ___1 __ --' '�____ - /� / _� I �, I /�`_,_ \ / 0110�e -, � " � 1, __� / - Z �A �]/f " X ---2-- � � / / 0 _"', ____ - ------ I X I /� /r z �, - ( / 1--.1, -, \ I - 1 1 C __ " \ , � I V I i I �\ \ P, * � ,Z ,,_---- _____.,_, _ I"\\ I " I / ______ - -- `1 I- 1�1 .1 I t I - I / 11 1 . ,,�,, I I / 11 // � I/ 10 � \1 ,I I �, Z " \� (P , �1 . / . � _-Z � - 11Z \ \ � 'A I / � --,-- -"�� - ------ �� A( - , / / --' N �C----� \ / / 70 11 X ,-- I ,___ � // / \�o '\ \, I ) 11 j �, - ..--- X \ \ �y � 3 P\ � \\ I _ / OPEN PASTURE / / \ � -��,\�,, . I ,I i / -.1, I X". �� 1 / / lkll�%Z.P. 1 1 , . � \ / <-/ '� "� , \ \ � !,,\ ,I " 111_1 I " /Z' \ I I " , " " - "1 ��--, \_1 11 I I 7 I.---- ,,, I _ ,--> , __--'11Z1" \___ �_. --.--- ." - :>� . '1� 1- �1/ .. , -.--.- -_ , �, I,--,'-, - _:!�--- �, Z--l')__�-\ -----,_______,Z I / Z z \, I - __ -GD 'I I �Z_�__ ,,\ A" --I',-- . / - - . / / /Z "I __ I 11 - \ ��__� -\--- 7 , 11 \� " / /Z \ I., \ >4 �4 11_1� , , --- - /--44iiii 11 --/-,---------------- \ I - ..\ "I \ - 11 / � \ 1 / \ \ I �III 11� � \1 ,I " / -, / / � M ) X----..---,- � / *\, � 11 11 ', I - I I � i !C\\ - - - _", I \ / I I, � I I � , / Z \\\( , '1/____._.._____________, -------- I I //� 0 , I / I/ / �_"' 1 8 - -------- -\X \ Z '_/�_ - ___ I _:��/, 11 / I % / .//------�__,_ \ - / / / A,--, � � . � I _ -/ - I / / / � \ " j _� - _ I � 1_1'� � / / / �1% I zx ,V-,),, , � ,� � /- -_ / 28X I -I PRIOR TO CONSTRUCTION: // / �,_, I � I I, \ N \ ".- -__ 11 ___ / 1. � - , -_ - '�__ , ---I-- - � � / Z I \ I � / � " "">1Z7Z�__.__ - _-, - I - \ .,. / - / � I I / \ - - K _�� ___ ---------\--- \ - I I ,.---- \ 1. THE CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING BEFORE / \ � �, � , , \ I , - "I', DEMOLITION Of BUILDINGS. I" � I � � -"\ __________\ \1 _\ - / ,---- ___ \ / I/ / 0 �,,, I � I, \ / 17A __ - - I/ _.- � -,z \\ 2. CONTRACTOR AND ARBORIST SHALL DEVELOP A PLAN FOR REMOVAL OF THE �� ', 11 ,I _____ 11 � / Z 1-11, // \ / Z z I- ' \ 17 V`,_ __�_,", 1 A " 1� X \. / " \ I � \ -, ___1e�_____ , - ,--/ 10 I - ��, \ ,\\ --I,, I _�_-, ,--' , , \ I I I I 1, --- . I � I I . � '\ -,/ 29 \ I I . . II , � I / 11 � '\X_1 , \ TREES NOT BEING PRESERVED ON SITE BEFORE START OF DEMOLITION. , "�111 ___ -I--- �� - ' / " \ . I / � 11 11 __,_._�,________ .,I, i �// _____ / ---' , TRIb \ I / I I . / Z 1, / --I'-, �_,� I -,-,-- __ - \ , EASEMENT' \ - -) \\ 11, I il � 1-1-I" �j-, \ . ___,z ___." - ", X �_\- 0 'A". / .- _,_ " i I \\1 3. CONTRACTOR SHALL TRENCH ALONG TREE PROTECTION PERIMETERS TO \ � vp", \�11 � P t 11-1 / %� ,__ !� / 4�1, � - ----I- - 11 , -- I -.I � _�_____________ - \<__1' 1 I / \\ P.B. 747 P 532 / I , 11 / I � ,___4 I I ( ____ , _ � I I I / � INSTRUCTED BY THE ARBORIST. 0 Z _��11 \ " ,_�, � �I � � �. N) // / /11, Z I .< � / X ) CUT / � 0 N) / , � �` ROOTS AS INS I , / III 0 / / I / ?. i � - � I I ,� ___ I I __ ---- --- \ \ � I", � I I i 4h. - \ 1\ \, X27A I -0--_-I'� J\ 4. THE REMOVAL, OF TREES WITHIN TREE PROTECTION AREAS I I I / - , I � -,,I I -, / I / I � 1 I � I W / I ,�Tx--A / / , I I ) I A / / .�,� \ , __- \ I -V--- - ,\( I �-- I � �,_`, � � � , I I / \ A \ ,�, _ , (2A,5A,24B,26,36,37,39,44E) SHALL BE BY SAW AND STUMP GRINDER OR AS / , / \�� ,� I 1 C� ,� 10-_j-, '1� - Z ;5 \. � I 1\1 I 11 - Ay e-1) I I I I - 1%j ) X // , " \ ( \_ 2\., 1-� __,___ \ __ __ / 0 \ �\ OTHERWISE DIRECTED BY THE ARBORIST. KEEP CHIPS ON SITE FOR USE IN / / . \ I I I I � � I I - a I, , -_ e \ -11 - / \ . / 0 , � � \ I � / 9 __ II '\ -_ ----- -'* __� \ --- N / — ---�-,, TREE PRESERVATION AREAS. ' 11\\1Vr,,) i I � 10 I I I -_ Vl_ , � ,-I- I_ 14; , I . I " M� V4, t / , I * / / - \ , / __ __� - �� /_ OVERHEAD ELLL; I �<IU LINEII� DOI) \ I / I - �--� � \I ND I \ U W_ - I , \ ------,,- I . 11. "" __ _______._.____ SERVICES TO BE PLA/CED / � � P 1 l , / --7- �_ / , - -, 1� - , `_�_ I � � 1, i \ 1-1 ,\ \ I INDICATED ON THE APPROVED FINAL SITE PLAN. UNDERb FRONTAGE X -*-,N" � I I — I \ I I �z / / 1) - -_ � �,��-, 1__� - - --�I '�j ____ A'� / \ I 'I � � I ,/ I BREAK FENCE �ND / I � / 7 __- ___ 5. TREE PROTECTION FENCING TO BE INSTALLED BY THE CONTRACTOR AS OTHER SE � I " " I � , , � / REMOVE TREES AS / I A - ,�_ ,_ I _��. X - "I, _(�% � ROUND �LONG FIR ' I � i -, � I I I i , ___ _____� I � 11 � i K / / _� - - --, - \ � \ 1� � /\ \�'- ") I e � III I , I / NECESSARY To PERMIT 1-11, ..I � /� 26 1 \ I / � 1 6. TO AVOID DAMAGE OF SURROUNDING CANOPIES, SOME TREES IN WITHIN EXISTING EASEME T. ANY I � . 90 I �, I 1--__1 L ��, I �� \ U U_ I I � � I / \ ,,� -_ - `\ __/ "\ / \ / I � \ � / I CONSTRUCTION ZONES MAY NEED TO BE BRUSHED OUT BEFORE FELLING AND EXI§tING POLES/PEDEST LS/ETC. / 0 \\1 � . I � ,V;�\o lu 659 1 \ I �� , / THE SEWER EXTENSION/ t_ - �� -,� , / /� i � � I I 1 � I I I I / -,-I- / \ -_ _<�,_ _j 11 I 1Z � '__1I 400 / 1�1 I I REMOVAL OF STUMPS WITH HEAVY EQUIPMENT. NOT NEEDED SHALL BE REMOVED, 1 1 � I I I '---,---. / -I 11 I � i I I I / \ --- ,�, , I I � ; _,`', - -, I I /I---- � ', 1 11 "", I 1 � ! / " // f \ - _� I\\ __ - / \ . � �1 I I i // / / / I/ \ / - j2I 1 � /_____ � 7. THE ARBORIST SHALL ASSESS TREES FOR HAZARDS AND INTERFERENCE WITH D�R.ING PROCESS UNLESS / � � t " \ ),I� I ____1' _'� I i A / L b I \ , -�',i.� I - I DETERMINED TO RELOCATE A I I i ,\ // I _/ TBR; 1 4h-- 4�, -' � , CONSTRUCTIDN ACTIVITIES AND PRUNE AS NEEDED. `160 �� \ V I " I -1 _', HEAVE LIN AERIAL � I I � I � i I I I � I I "I / / \1 24 � I -_ _�___ L----� 2C / \ I I I I / / / '--I, / / . X------- , -/------ " \\ r*t I � 8. THE ARBORISTF SHALL CONDUCT WEEKLY SITE VISITS TO VERIFY COMPLIANCE �p UP I il �II �� \1 O"PEN PASTURE / 'I _', ,/� , --- - 11 � I / I I � '11-\ \ \ I I ; �, ,-, ,-,---- _/ 11 _______________ \ � '11 WITH TREE PRESERVATION POLICIES AND TO EVALUATE TREE HEALTH. / / / I � ",�� 1 1, , / , I I 1 1 , I I / / / , I / ) 4,l 1 11��_______,______ ` /_11, "I \\\ / / � i I i I I I I / X, 'I" \ 9. ARBORIST SHALL CONSULT OWNER AS NEEDED FOR ARBORICULTURAL ISSUES' / /11 1�� III EX.\ ____ \ ( )�,,� _____11 _� "I ___ � � � I , -----, I Af "- Il� \ ,�, '1_1\ ��, I .. , , � THROUGHOUT'PROJECT. / EX. CONCRETE/ SIDEWALK ' �§ � ASP ALT ". \ _,\__, / , I �I i, !I, X. // � I i I I � I I- I -'I-- 1� 11 _�--\ 01 I Ott1____T_ X,'p4,TO BE � I i I I I 1 , / / / / _�___ ------,- " � - ---(-- X___ ____ -11, / 1, / 11 �, , I � REMoVEQ� i �_ -.-,-,Z �, �/ �-- _/ \ \ 10. FOLLOWING CONSTRUCTION (AS NEEDED AND AUTHORIZED) THE ARBORIST � PAR NU I I I ��_ _' \ \ \ ,",,A N D 11 I . / N -_ I �_ --1 TO BE �EMOVETFROM T�E I � I , \ I \ I / /i / / //Z' Z __/":�---, __ -24B / -'----------- - - ______, \ 33A \ i2B I SHALL: I I I EX. ENITRANCE WEST TO THE / 1 1 __ I ZZ, f - , / - I �� 1 1 I �� Rffl�ACER \ \ ,j/. � � � I�\ I Z I ,� � \ ( I a. FERTILIZE VIVITH ADDITIONAL MYCORRHIZAE AFTER FINAL GRADING IS I i FIRST ENTRANqE TO THE I 11 � �, \ - __ )I,I 'I,--, . `� \ q/ / / / ,� , 11 9 �,',L , - \ __1 , � 1__� 11 , _ I / , �\ - . I _ I , - � I I I \ / 1�_,__ _'� ,_ I- - i i I \ - I - \ , � � i \1 \ I/ "" 11,� � _• - /--------- -- -tin \ . COMPLETED. THIS MAY BE DONE IN DIFFERENT AREAS AT DIFFERENT TIMES I I GARDEN SPOT 16,ND EAST TO i i� � I \ � I � I i 1 � ____ _00 THE PROPER7 LINE I I 4#1, I 1, � 11 I --- I " I I I T I . i i � I /'s / \ I ) \ /i / I I / I/ , / I %M/ \<"" I___ "' � IF THE PROJECT IS COMPLETED IN PHASES. � I 1� I- I � � ,V \ i / J�� / / ! i N � / 32�/, -\ i . I i I i "'l I I I I \1 / / / I I \ I \ I I I / / I ,I', i _ - I i I � � , ,I " , j _�__ ___� I / � \ A `\ \ / i A \ \ I b. PRUNE TREES TO ELIMINATE DEAD, DYING OR INTERFERING BRANCHES. I , � � � \ f � / / I / I-,---- 8 4 \1� � I / / \ I c. ARBORIST SHALL INSTALL LIGHTNING PROTECTION IN THOSE TREES I I i / '-p I �, I . i I � ",-- \1 " __1 J I ( / I / / I [_1 " I � I . / / I I I , j, � I /. 1 � ( � - / __ � / ^%j DETERMINED BY THE ARBORIST TO WARRANT SUCH PROTECTION. i , '�__,.. 1\ � � � \ / / \ � � // 1__1__- __�', �_ II\ \ \ \ \ d. IRRIGATE IF NECESSARY TO SUPPLEMENT RAINFALL. i VDO� DRAIN - � Is i I � � i A , \ . � I / / / \ I/ I I / \A80 / 1__� I / I i )GE ES � � '-,j I , / I / / / 38A @\ / �/ - �M /,_�__, � � (PROO. # 0631-002-185. C501) ) I I \1 ) 41, " ,� � ,11 / I \ I \ / 32 �� I I �111 IT; I '� Z� � ---, I _"_�\11_ � 11f \ e. ARBORIST SHALL CONDUCT REGULAR INTEGRATED PEST MANAGEMENT `-I I . I� � I I / / \ I -1 - I TO BE ADJU$TED/ABANDONED I /-\\ Oi 0 I � ri . " 17 � I / \ ". 1, I 1. / I � i �, (f _ I ( i \ " \, - I , (IPM) VISITS; DURING THE GROWING SEASON FOR A PERIOD OF 5 YEARS, I., � � I - I ____ 1, \ .� I rl_�,", ,,/ / _ ------ I 1, "I "I 1 0 / i I I I I �, 07 1 � � . _____�, I \ 1�j - _____ - - 11 "_ \ 'I i ; I i� I i I , � ,I--- 1. 11��I_ I I/- _- /, " , /� STARTING UPON THE ISSUANCE OF THE LAST CERTIFICATE OF OCCUPANCY 1-1 - � � 1 1 '! � -_ /:�� __N43 I 1\ \ i ; ___ -- I / ��_ ,I::��\ \ / ___ / ><�_",___ __. �,�, � I__ i I / 1. C I � I I 1� I 1 __1 -1 , - - ,,,,_�,,, � I � I � � I I I / / I I "". 1_/ '1� (X * / � ------ - - __21 WITHIN THE: PROJECT TO INSPECT FOR INSECT, DISEASE, NUTRIENT OR I i / j � � i � -�_ "'' "I I / \ / "� i � � -_ I - >_�'__, � E�1. ENTR)y\ICE I I I � � I I � 40 �,/ � � >< _.__ :�-_-_:�_ \ . / � � I ...... ...... - F" i � � I � _ ___::� 3 -�,, � \ -,I�._ / ENVIRONMENTAL PROBLEMS. : I AND CULVLRT TO BE / Wi a 1-.� I -_ � l I I - 1 -1-71-K \ / 11 I REMOVE ONCE NEW / � �,':p . t 'II _,�, � 1 I I , , Cn► 11 \ - ---,---- Z I I / E IS IN PLACE �_ � I � I I � I I . 590 1 � - - *I- f I E�NTRANq - - I , 1, ,, ; `�, N __ 0 / � � _ � I I � I., . � I , 1 1 . -I,,, " N \ �' / I 11 I -1 I I I - / \ I �_ I C / 1_________1' --' / EXISTING OVERHEAD LI AND POLES MAY BE 1 / I r il � I I 1, C2 __ \� ✓------- ____ - -I' i( i I C � , -11 - 1, , I , -"\ \ , 1 1 ,.,:.. cn � --�, --- --, " USED FOR TEMPORARY 8SERVICE§. ONCE THESE ' / / I � -i-i I i I I 0# I i/ 1 � I ___1 / " / \ A�" 1-11 W/ TRANSF ' ____ / 1�' ------ � I / ,, I / / \ F1-6DA \ 1-1 <________ ---',,- / / / / I � ", . ) -1 \\ , I/ 1 1 � 34 * � � � 1 , / � I , X "\ , `\ \ �, / / I I I � I \ 1\_______________t -_ 7 \\ \ 0 AND / ( 1 � � I I/ I // ( ---I, \� 9 5 -- --- 1/7- I � �8 � � P I � � ___J___,�__/ >e X ` ' j //, � / / , / _', U 40k � ,/ e (.-") I P � j �,/ CE / �/ \\ X "/Up, I'-- 1�./ * PARE NO LONGER NEED D THEN THEY ARES TO BE I i / Luk I ,I, 1\ N)_ / _� "I ______ I / I I = \I,- T � � , �-, - t_1____ I I I , ,-0 - I - / __ ,_______._ 1- I "I Y I I . (E 73 1 -_ - � � 1 / / , "",_______ _� _, #KB92 ,,- - / / K TO Rib ROAD AND AN I I , i 9�) , ,-I I I I I I � � 6 4,5 I� - - X � � � I, / I � �I � � ,�� ,� I - I - \ 7 I-- \II -6 "'- I/ ,__� / I �� I ."', � I / I *----- � - / ,ASSOCIATgD EASEM NTS A / / , I I I , RE �O BE - " { I __ , , ,�' I I I � I I I , _\ ..... 111.1 .... ` 0 '',LIE I � / // I /ABANDON`DED 7 1 1 1 1� I . I ''', --- I I I I � �� i / \ I I � 1. I I � / I I 0 _ __________ __�__ "I I I I I 1 I , �,,�', I / - 110411111111 .... 0"11111 _ - - I LOWEST . / i I � I I � . I I � � �, �1. - / I I \ I-------,-"-- ___ __:�_�_ OPEN PASTURE"' "-*, I/ IBRANCHIXS OF EX LEYLAND CYRESS , I I I " �' ) � L:,4:, &, I , 1 I , � � //"� -___ -.-- Ohe__-_,_" - �_/ �EDGi�ROW TO ENABLE I/ 5 -, I I ___ W REMOVE I I 0 QO I I I \ 11. // / 11 f I I �1 I I � .,_1__._-_I � ./, " \ I (I I, \__ _--II_1. - OHE ,_�", / ,/ / I/ / INSTALLATION 0r SILT FENCE JUST U�HILL OF/ / j . � I ) 1- I . // a 41 f \ -- _ ----_ . . / / � J: Fn I I � I ! � / \ \ _-, ____ - QHS / TRE FILL��LACEME T UND7 / I i -I'. --------- I , I 11 /I __DRIP1 LINE MAIO BE REQUIR,ED. / I ,'I I :E i i /11 ____ +-E_ I ____ ---.--- __ , - I / I/ / I / i � \ ____ \ \, -,-- __ _�,_ 01HE / /Z // I---- / / / / 11 IED / Lh - / I I ___ , _-, 1__*1 , `� I , / / I&O \ � ___�� / UP TO THE sw CORNER, - I I- i / / 11 / � , \1 � \ \ ___ ,---- I--,' P / / / I I- � � - ____ ,� % I /EX. ffNCE TO BE REMOVED 11 '� � \1 ----- ----_ 1-1 / / / _ T-1 I � 9 q '. , / / , / / / '� 11 - __ ____ , / I / q � , ,,,I:� I � I �_, /, / 1� \ 42, ' \ \\ ___ __ 36k ------- --' ,-I- 1__*1 /'OHE OHE , // /I / I / / / � Z' I I I I ____ _ �0 � 56(3_� - 1-1 1, I I - _____ ____ --,-- '-,_-,\_, 1-11 11-1 W / ; 'T i .i`I�, I , — I I / / , \�, \ 1�/ ____ ___Z_ / I S/46049'1 8' I.--- / / \ 1, \. _",�-� \ \ \ __ /' \� / OHE Up/ I / , I I i 0 1 _ _�,-. / , \ I / / I- - 1_�' I / ------A: / IN / 11 \,\ � \ \__ /1" / 1 :__5 / \ / r Z " lw/1111!�= I I - I i - _j 'I "i I , -, ,--I- \ \ \ ------- -_ EX. TREELINE; I,--, �x -" -,, - =/I'MM�' �� __ I--, � / EXISTING FENCE TO BE REMOVED ALONG t, M 11 - � __ , _ _570--__ ______ _ ____ - 354//45- / / ,�j -, FHA -, _ __ --- --- -_ 00 . ---- ----- -- TMP -45-26 1__�", � '\ TYP. I` ) ____ - — ------ _____ __ - ._ "� �, - Z�@ " __�_�_', D TO COMPLETE SITE -'� Z � - ---. ______ ____ _ ___ - _- ___ __ __- TREE To BE / I I I APPROXIMATE , � � \ ___� - xz_ _ � �qTFE , ,.,-,, ,---* --- - T , LOCATION TO END \ z, 34B / ,Z 1_� -_ - -_ - - -_ cl"� - ____ _- I-, 43 1'___1 --- I 11 __ _._ __ ___ ___ - , 5io---Now_ or F�'ormerly \ ) \, I ", IMPROVEMENTS. FENCING MAYBE ADDED BACK � 1--l' N ,,-' , ,- .-I ___ .--- �- __ ____ " __ , . 1 ,5, __ _1/ 01 I ice"/ //. --- - --- --- - ----- -,---- --- ,- __ ___.__ _ ____ -- _ --'----REMOVED IF NEEDED 1, ) � 0 EMO OF EXISTING Z -to ____I -_ ____ _560— — — - __ -,--. 0 __ ____ ., CONSTRUCT -1 i I _ I 1\ ____ ------- ___LP --- ----,--- _ _ ____ - �14_ —_ O�� —550 - SIDEWALK -_ __ CA) . __ -) --'---* _,�-, _ � . � 0 1 - ___� AT OWNERS DISCRETION ALONG THE SITES ____1 1� ,-\ - ----- ��_�-- ____ ,---- ___ ,__ ____ — , — ...--- _ __�� ------- - ___ I/ � 1) - MEDICAL FACILITIES OF AMERICA _____ I PERIMETER _ I--,' 6 _ _ % ____ ------- L_ FOR Coj� - D.B. 'UZ70 Or% r,r.9 � 11 \ ,/) _____ --___ __ ____ ____ Z ,�, 0) / / X,; --!__t --,,-- ----- ----- --------- Id "I __ - ) . '-- _11 - _____ �, W / Zoned: R6 _1 _�, _ ---- ___ 4 � I _____ X 34 �, "'�, I I- 0 / // /" - \1 I `1� I ___) ) ______,____,__1__I (�? UPZ � " 0 / / // I-,,/ �11 `\ Comp. Plan: Urban Density -..Ir---,, , --,, - ,_-___ '1_______, 45 1_� cor-r / ,_�___* Honm Pneiriantiol - a I � ------ - / ,,- I /I� \, -,/' CENTEL F1 -6C � - I // I I-- j - I >1 % IN, L - �f 1 � � i 1 I ___,� 11 I . "111' I - i I � Z___�_ up I , , 0 . �1�I I- I I � - _____________ I , I i . , - Z j i I I / // � I __ I I I , --_�� '-I, CENTEL F1 -6D " "_, '11\ __--__� 11 / x -,--,- 4 SPACES AND CURBING I I ", i I I-, I F C . I ,I, � �. _�, I-, \ � I ---- - -_ ____� \�o / �-----,.--- / _F" I I � — / ,41/ '� 1�1 / \ I,--- 4PTM— _ _____ Z \ EX. ASPHALT TO BE REMOVED FOR �, 'I'l \ _ ----,, �V, / `44Bx" 4 e___ / - , INTERCONNECTION TYP. / *\ r '\ - ____ --- 1___-,____________ - - , ,--___ I N" �� M M �� ___ �__ - k Il "I-- A_ "_ — I _� I / ,/ /__ — .- - -� .�-@ � � _1\1 1 1 I "' �0 - I 1 � - - ( ) x I _ __, 0 M ml�l= � __._W___W M =I M - I to ivlzm �� 0 0 - / _� \\ � --,----- ----------- — ... ....... . . ___ I - ____ i I "1\ ______, \ ", - I_ ,- I lael--- , TERMINATE i vERHEAD . ..... . ____.____________ -,/ - ____ __ ' — ' // / / / � , _� S:�\ I , — 6110-1 �1, ____ --.--- __ __ � , - _� . - - I __ _ - — _ - 1 __ \ __ \ /4 -----' —_" 43-0 5 1' - // / I , \ '7 I I ::RVICE AND ___ ---I- \ \ I ___ \-,-. _.,-;�_ -.=�_ M.-- ,-- -_ - --.-.—.. lock Al \ � Block / ELECTRIC S - ___� II. .1 - " " __ _ .;.I , - ____ __ I � � �= // ----------- P � PLACE UNDERGROUND I --- _____ .... . __ N11 ji � I " 1, ", I -__ \ � � -_ 1_� ____ - — _.� - - — -_ , _.___ / ,/ / , I ______ I ____ . ..... —_ %� L 1 ' W, I � ____ 'I---,- - � __11 / � - I — ___ .- __ 7MP 61 M- 12-1 A2 thru 1 -�& I TMP 61M--12-lAl I_ I , �_ � �17� 1 I-- - 1-1 _,", _� __ __— — 570 ____ --,--,- ___ __ ------- I _ _ -_ Z:__ , " I'-- ---,,, _ " -,--- '_______1-_ �_ , I'- ____ -_ _ ____ __ _- __ .----- ____ —_ ______ --- ___ --,/ _____ - / "I 0�� ,I I _____ _ ,--- I I----,-- ---- ______ - ---,-. ,-----' _____ ___ / BERKM R ------- - BERKMAR CROSSING i ------ 7'-1 , �1 , . - _ � I __ -, _ ! // '1_11, ____7�_I / \ CROSSING --- 1-1 - 1`I - _ -- ---- I I I � i . , , I, , / _' -_ ___ _ _____ _� t I_ � i \ - - " _ __ ____ -.-- — — � -) / I I I I � / 1, __ - — M[NTQ-M --- ASS 0 C I AT IO�tS,--- I CONDOMINIUM I I 1, I I I- 1� q0l��DO _ I I I .- '1__1 . I //,----- ---- _ — —560— — — I I I I / - ------------- ------ - I .. " .11..",�� - -, I ---I, I - I I I I -_ �, ___.�_ I I I I ___1 ____1 /,-- . -------1FJ__AL_ I ________ I ASSOCIATIONS, ET AL 1. ------- / / . lock 5 ___ 11-1 1 / . i ] 0 i �_� -'---- __ -_ Blo k 6 '---- 1 / / / , / /� , /""- _____�_n j I iii��_iiii��,�_jjjj� -5jjj� ��g = I Zoned: PLAIC I - / - ------- ____ - -_ r-�,�' I Block 6 -, -----I ____ �_ I / *-"-Ao:=�Xmls*��nw I I - ----- _-Zoneq. C1 ____ I --1 ,I, Lot 19 -1 .-/ \ i� - F . i _11 11�, _: ---,-", "---) I " � -2 � 6�1 '� ______1__,__I, - -_ �Z1_1_1_11_111 // I . � Lot I \ L t __ I 1�1 - ---- ________.,______. Z ______a____ 0�/, -COMP. I I 1_��_, I i . 0 --05-19 " I 160 1 1comp. Plan: tominunity Sorvice Plan: Community Service ,- / _,� I , // I " 11. T 61 M M--06-2 I- i __---_-_____7_7_11 _� ----._-.. ______ 1, / w or Formerly TMA61 M.-06.1 �/, Block F1 � I [-------------_____B1 _ck_F_1_________________ 1 1 , , q Use: Commercial-Offi 'e - ---- ------- Use: Commercial -Office I I --7/---- R-\ � � , """\ I I //Z. , 1 41) F \� ,z - I ow �Dr__ 0 rly ,,\ / I �,� �� __-.1._111-S I I ---- � I Now or Formerly I __ I� _____.__.__ . � '� - I/ / I , ee-Chart See Chart I \ EL TMP! 61M 13-2F1 thru 2F4 I I I TMP 61 M -A 3-1 F1 thru F5 , , 1, I I—, \ I WILLIAM . THOMAS OR RA , L T1 1 __-, I I 1_/ / I .... . --1 -- - - --------- _,__________ = I 4 / , / I \ t \ I PREMIL OR RANKA CETIC I KKXT -EN S . W / I vi ;SING CONDOMINIUM - BE I I I 1___________1 _ -] '--T----------- --- I 1, I I I I ---,� T. CASTILLO / D.B. 804 PG. BERKMAR CZ � I - KMAR CROSSING CONDOMINIUM , 1 ,_- F_li ---1 D.B. 2301 PG. 366 / i ASSOCIATIONS, ET AL I ASSOCIATIONS, ET -1 — -------- 1, 11 " I/ 1\1 I I, i � . D.B. 2829 PG. 593 0 � - '-- , I I -----,- _-, I - / W.B. 72 PG 148 I I i I � _____,__....__.__ ) -_ -/I------- I I I H I � � / il I , ---J L. ___ I � 00 W.B. 72 PG. 'rt 4Z0 � I I -I-- =� / _ .... _______,i r----------- -Zone . I xr_ I/ Zoned: R2 ZOned: C1 I Zoned: C1 i I m 01 ,I / \ I I I' ensity Zoned- 2 1 Comp.. Plan: Community Service � Clomp. Plan: Community Service .:,—.-. /----- Ni _" ) I Como. Plan: Neighborhood i ____ // BERKMAR CROSSING / \ // I � Comp. Plan: Neighborhood Density I 11 I -,----- I ! I I II ;^I Comp. Plan: Neigh orhood Density i I I I ------.--- I / ________________, (_ . I 1 \ I U Use: Commercial -Office I Use: Commercial -Office , -_- --�--- _______--5 Use: Residential � , ,Z_/_U i I I I I Use: Res antis! Use: Residential I I I i , ___.____,_,__tf, I I . _j �i i 11 I I i i . C , [____ S e Chart See Chart ,� _____, 4----- �I I *%, ------- . ; - -.------ __[_ 1 , V i F I I I \ " -14( i_-, ___ ; I I i a I ----------V,----------",-"------,--,---,-"---- -----------I I I 't 1 I I � 11 ,, F I I r _A1 o's I - SURVEY DATA: ADJACENT OWNERS NOTES: - TREE INVENTORY:✓ . 1 . PHYSICAL, TOPOGRAPHIC & BOUNDARY: 1.. - - 11111111 f 'Tax Map & Parcel � i .. .... _111111'-- 1-111 - ____ I 1111-- - _- - Owner - . . . � . -PG�� . MB� � i 1. THE PROPERTY LIES WITHIN FLOOD ZONE C AS — - -Anthony or Mary K. "/slants - I _ ' -'- " . . . . 1613A4V � : � SHOWN ON THE FIRM MAP PANEL NO: I � 161 M - 1 �-i A2 .- I i i 1 ! — t j I T EX.! COl'i RE�, E WALL i . . i I 1 I I , I 1 1-11111111-, 11 "I I I � -61M-12-lA4 � I -1, � -1 - -1 I I � I - I - 1 ... I 11-1 11 I I - �DEMREP, LLG 1 I I I 1 I 11-1 11 � 1 1743'�5i 2. THIS PROPERTY DOES NOT HAVE ANY . i I I I i i � 1 I � I I I i I I � ... .. I _ _____ -1_1 I � I I ___ ___ _11- - -,DEMREP, LLC --- 11 -11-11 11 11-11, 111-1 Ir ' . 1 1726-211' I p- � - _' ." N"E - �61M-13-`IFI . - -Lawrence L. or Priscillia Critzer . I : :� � 1521-280� - j - I >1 % IN, L - �f 1 � � i 1 I ___,� 11 I . "111' I - i I � Z___�_ up I , , 0 . �1�I I- I I � - _____________ I , I i . , - Z j i I I / // � I __ I I I , --_�� '-I, CENTEL F1 -6D " "_, '11\ __--__� 11 / x -,--,- 4 SPACES AND CURBING I I ", i I I-, I F C . I ,I, � �. _�, I-, \ � I ---- - -_ ____� \�o / �-----,.--- / _F" I I � — / ,41/ '� 1�1 / \ I,--- 4PTM— _ _____ Z \ EX. ASPHALT TO BE REMOVED FOR �, 'I'l \ _ ----,, �V, / `44Bx" 4 e___ / - , INTERCONNECTION TYP. / *\ r '\ - ____ --- 1___-,____________ - - , ,--___ I N" �� M M �� ___ �__ - k Il "I-- A_ "_ — I _� I / ,/ /__ — .- - -� .�-@ � � _1\1 1 1 I "' �0 - I 1 � - - ( ) x I _ __, 0 M ml�l= � __._W___W M =I M - I to ivlzm �� 0 0 - / _� \\ � --,----- ----------- — ... ....... . . ___ I - ____ i I "1\ ______, \ ", - I_ ,- I lael--- , TERMINATE i vERHEAD . ..... . ____.____________ -,/ - ____ __ ' — ' // / / / � , _� S:�\ I , — 6110-1 �1, ____ --.--- __ __ � , - _� . - - I __ _ - — _ - 1 __ \ __ \ /4 -----' —_" 43-0 5 1' - // / I , \ '7 I I ::RVICE AND ___ ---I- \ \ I ___ \-,-. _.,-;�_ -.=�_ M.-- ,-- -_ - --.-.—.. lock Al \ � Block / ELECTRIC S - ___� II. .1 - " " __ _ .;.I , - ____ __ I � � �= // ----------- P � PLACE UNDERGROUND I --- _____ .... . __ N11 ji � I " 1, ", I -__ \ � � -_ 1_� ____ - — _.� - - — -_ , _.___ / ,/ / , I ______ I ____ . ..... —_ %� L 1 ' W, I � ____ 'I---,- - � __11 / � - I — ___ .- __ 7MP 61 M- 12-1 A2 thru 1 -�& I TMP 61M--12-lAl I_ I , �_ � �17� 1 I-- - 1-1 _,", _� __ __— — 570 ____ --,--,- ___ __ ------- I _ _ -_ Z:__ , " I'-- ---,,, _ " -,--- '_______1-_ �_ , I'- ____ -_ _ ____ __ _- __ .----- ____ —_ ______ --- ___ --,/ _____ - / "I 0�� ,I I _____ _ ,--- I I----,-- ---- ______ - ---,-. ,-----' _____ ___ / BERKM R ------- - BERKMAR CROSSING i ------ 7'-1 , �1 , . - _ � I __ -, _ ! // '1_11, ____7�_I / \ CROSSING --- 1-1 - 1`I - _ -- ---- I I I � i . , , I, , / _' -_ ___ _ _____ _� t I_ � i \ - - " _ __ ____ -.-- — — � -) / I I I I � / 1, __ - — M[NTQ-M --- ASS 0 C I AT IO�tS,--- I CONDOMINIUM I I 1, I I I- 1� q0l��DO _ I I I .- '1__1 . I //,----- ---- _ — —560— — — I I I I / - ------------- ------ - I .. " .11..",�� - -, I ---I, I - I I I I -_ �, ___.�_ I I I I ___1 ____1 /,-- . -------1FJ__AL_ I ________ I ASSOCIATIONS, ET AL 1. ------- / / . lock 5 ___ 11-1 1 / . i ] 0 i �_� -'---- __ -_ Blo k 6 '---- 1 / / / , / /� , /""- _____�_n j I iii��_iiii��,�_jjjj� -5jjj� ��g = I Zoned: PLAIC I - / - ------- ____ - -_ r-�,�' I Block 6 -, -----I ____ �_ I / *-"-Ao:=�Xmls*��nw I I - ----- _-Zoneq. C1 ____ I --1 ,I, Lot 19 -1 .-/ \ i� - F . i _11 11�, _: ---,-", "---) I " � -2 � 6�1 '� ______1__,__I, - -_ �Z1_1_1_11_111 // I . � Lot I \ L t __ I 1�1 - ---- ________.,______. Z ______a____ 0�/, -COMP. I I 1_��_, I i . 0 --05-19 " I 160 1 1comp. Plan: tominunity Sorvice Plan: Community Service ,- / _,� I , // I " 11. T 61 M M--06-2 I- i __---_-_____7_7_11 _� ----._-.. ______ 1, / w or Formerly TMA61 M.-06.1 �/, Block F1 � I [-------------_____B1 _ck_F_1_________________ 1 1 , , q Use: Commercial-Offi 'e - ---- ------- Use: Commercial -Office I I --7/---- R-\ � � , """\ I I //Z. , 1 41) F \� ,z - I ow �Dr__ 0 rly ,,\ / I �,� �� __-.1._111-S I I ---- � I Now or Formerly I __ I� _____.__.__ . � '� - I/ / I , ee-Chart See Chart I \ EL TMP! 61M 13-2F1 thru 2F4 I I I TMP 61 M -A 3-1 F1 thru F5 , , 1, I I—, \ I WILLIAM . THOMAS OR RA , L T1 1 __-, I I 1_/ / I .... . --1 -- - - --------- _,__________ = I 4 / , / I \ t \ I PREMIL OR RANKA CETIC I KKXT -EN S . W / I vi ;SING CONDOMINIUM - BE I I I 1___________1 _ -] '--T----------- --- I 1, I I I I ---,� T. CASTILLO / D.B. 804 PG. BERKMAR CZ � I - KMAR CROSSING CONDOMINIUM , 1 ,_- F_li ---1 D.B. 2301 PG. 366 / i ASSOCIATIONS, ET AL I ASSOCIATIONS, ET -1 — -------- 1, 11 " I/ 1\1 I I, i � . D.B. 2829 PG. 593 0 � - '-- , I I -----,- _-, I - / W.B. 72 PG 148 I I i I � _____,__....__.__ ) -_ -/I------- I I I H I � � / il I , ---J L. ___ I � 00 W.B. 72 PG. 'rt 4Z0 � I I -I-- =� / _ .... _______,i r----------- -Zone . I xr_ I/ Zoned: R2 ZOned: C1 I Zoned: C1 i I m 01 ,I / \ I I I' ensity Zoned- 2 1 Comp.. Plan: Community Service � Clomp. Plan: Community Service .:,—.-. /----- Ni _" ) I Como. Plan: Neighborhood i ____ // BERKMAR CROSSING / \ // I � Comp. Plan: Neighborhood Density I 11 I -,----- I ! I I II ;^I Comp. Plan: Neigh orhood Density i I I I ------.--- I / ________________, (_ . I 1 \ I U Use: Commercial -Office I Use: Commercial -Office , -_- --�--- _______--5 Use: Residential � , ,Z_/_U i I I I I Use: Res antis! Use: Residential I I I i , ___.____,_,__tf, I I . _j �i i 11 I I i i . C , [____ S e Chart See Chart ,� _____, 4----- �I I *%, ------- . ; - -.------ __[_ 1 , V i F I I I \ " -14( i_-, ___ ; I I i a I ----------V,----------",-"------,--,---,-"---- -----------I I I 't 1 I I � 11 ,, F I I r _A1 o's I - SURVEY DATA: ADJACENT OWNERS NOTES: - TREE INVENTORY:✓ . 1 . PHYSICAL, TOPOGRAPHIC & BOUNDARY: 1.. - - 11111111 f 'Tax Map & Parcel � i .. .... _111111'-- 1-111 - ____ I 1111-- - _- - Owner - . . . � . -PG�� . MB� � i 1. THE PROPERTY LIES WITHIN FLOOD ZONE C AS ROBERT CUM, DATED 5/30/03. I i,61M-12-lAl ... - - " -Anthony or Mary K. "/slants - I _ ' -'- " . . . . 1613A4V � : � SHOWN ON THE FIRM MAP PANEL NO: I � 161 M - 1 �-i A2 � - K M, Ci � � - z 1 3049-506� z 51000602306. 2. ADDITIONAL SURVEY WORK PROVIDED BY . L I 11-1111 I- . -1 -1 1-11-11 L 61M --12-1A3 - _, � -'- " ' " ' ' ' ' ' - _MtBk�Aastrnents, LUC - I -11 11 � I - I � - . 3072-660� _=C El r- QQ THOMAS B. LINCOLN LAND SURVEYORS, DATED 1 1-11111111-, 11 "I I I � -61M-12-lA4 � I -1, � -1 - -1 I I � I - I - 1 ... I 11-1 11 I I - �DEMREP, LLG 1 I I I 1 I 11-1 11 � 1 1743'�5i 2. THIS PROPERTY DOES NOT HAVE ANY 5/31/07 & 11/15107. DATUM: NAVID 83 (STATE --1111 11 -111 . 11 - - ;61M-12-lA5 1.11, I - ' " -Stephen W. or Joan E3. Hackett -Scott I I � , , � " " �666�4�6� . I CRITICAL SLOPES. PLANE); BENCHMARK: TOP OF FIRE HYDRANT; ELEVATION = 566.50 , - -------- ��`IM12AA6 ; �11 I I ---- I � I � ... .. I _ _____ -1_1 I � I I ___ ___ _11- - -,DEMREP, LLC --- 11 -11-11 11 11-11, 111-1 Ir ' . 1 1726-211' I p- � - 3. DATUM: STATE PLANE COORDINATE 1983 ." N"E - �61M-13-`IFI . - -Lawrence L. or Priscillia Critzer . I : :� � 1521-280� - BENCHMARK: TOP OF FHA ELEV. 566.50 3. CURVE DATA: 11� � 1M 13'V2 ' � 16 - - 1-1-1 --1.1 � ... 11-1 11 11 1-11 - -Russell L., Jr, or Jeanne C, Miller - . 11 1 1 1533-295, C1 = (R) 2648.37- (D) 4-32-14" (T) 104.92'(L) 209.72' - I �61M-13-`IF3 r I ------1 I I I 111111�11 61M 13-1 I I -1 �r -1 11 - I 1.111,111, I 11 .Kenneth L. Daus I I I -11 11 I'll 1-11-11 � � � 1-1 ....... - Graham Spencer LTD I I � I I � - 26624919' 1 o I 1-111- I 1628-241: SOIL DATA - ,Daniel and 1 I : A-1 CISE 4. LEGEND: BG =BLACK GUM CHR =CHERRY i _ �61M-13AF5 I � - 1. - - I I I --I 11 - � � I 11 r 1-1 -1 I I I Russell L., Jr. or Jeanne C. Miller � - _ _ - -1 . . � -485; '1902" � : 276 ELIOAK LOAM, 2 TO 7 PERCENT SLOPES HEM = HEMLOCK LOC = LOCUST 1 61M- 3 -NF1 I I I I - -Joel M. Schectman or Lisa Draine I � �. 11 I I I I � I - � ' ' __. I 1 3282-301 � : ' I 1. " 65B PACOLET SANDY LOAM, 2 TO 7 PERCENT SLOPES RO = RED OAK RM = RED MAPLE I - 61M -13-2F2 � . - Montle A. or June M. Pritchett p I : � 2460-121 � 65C PACOLET SANDY LOAM, 7 TO 15 PERCENT SLOPES VP = VIRGINIA PINE WAL = WALNUT I il 11 I I I �61M-13-2F3 1� I _ I - 1-1 11 ------- - I— -1 ------- 11-1 I I � � . Dhanvant H. or Devjani D, Goradia �__ I - I—— ,� 1901-391: 94C WEDOWEE SANDY LOAM, 7 TO 15 PERCENT SLOPES WO = WHITE OAK I � "I'll -11 - ---- - __ - 61M -13-2F4 I ---I- � __1-1111. 1-11 -.1-1111- -1 .... - DEMREP, LLC � - - _ I � 1700-14T j f I i Edwards designStudio, PLILC Landscape Architecture and Site Planning 4936 Old Boonsboro, Road Lynchburg, VA 24503 tele) 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 tele) 434.531.5544 el alan@alanfranklinpe.com - 11111111111 .---- C a C � ,Ozc -su 0 yj a5 411111111111 VIYH OF t, I ,/ �?I-a 61 14 -6 rca - .- - (0*C 17 cu- 0- . EQ Steven W. Edwards ca 5 .C. cl 0-C r" Cert. No. 0931 �, a)= E� 17 U , .0� , t 6-13-17 4� 8 'ou 16 EP11: JPE N�kc _90.19 1� 10� oc E_ mosen >�- ja C ..0 E -)-L EE �0Q r I - T OF 51 4k .St " �r)l T)Ir Q, '/ ,, Q � If, C _om /I = C " � . t�_� � , -` _. 5 � , - -7 0 Alan G. Franklinill, n -01 �t = �z hc. No. 35326 �_4 107 I 0 *_,� 6-13-17Q) �1 1-1 j I S 'N� C)c -cl-C 0 Q : 10NA 1, 01a _0" .. Et -��, Ca E ,E (Du 10 0_� 1111111111 If 301 SCALE: 1C, _=C El r- QQ ISSUED: 23 Feburary 201 7 -C" " REVISIONS: 0 X OC CO- - 'M11 -- 02-08-17, APPROVED BY BOS C _Ct 1. 04-20-17, COUNTY COMMENTSOq = 2. 05-19-17, COUNTY COMMENTS as 3. 06-13-17, ACSA COMMENTS :7 81_11:" ." N"E &9 .F n -E Ou -01 - i .,: - " W: .5U 0 r- -cvE a, -Z�a SHEET: _cc 10.0 ,E -CQ - = C -C A-1 CISE -UQ M 20 a 'EQ - Q). 11 co I E�c = C � - a 0 a t�E M, I I C C 0) Existing Conditions z6 --a and Demolition Plan cn�rl =1. OF =a ',cr- U NOTE: GUARDRAIL SHALL BE EITHER WOODEN S.I. STOREY .11 STREEGUARD OR A VDOT WEATHERED /COR -TEN (OR .00 BLACK POWDER COATED GALV. STEEL AT DEVELOPER'S DISCRETION) GUARDRAIL; SONOTUBE COORDINATION FOR ANY WOODEN POST MUST BE DONE PRIOR TO PLACEMENT OF GEOGRID ASSOCIATED WITH ANY ADJACENT RETAINING TO CK10"ME: C-rAoll I-rV AND STRUCTURAL INTEGRITY000 WALLS IS MAINTAINED. FOR INSTALLATION DETAILS ON THE S.I. NOTE: REFER TO STRUCTURAL WALL PACKAGE FOR EACH WALL DETAIL AND SECTION SEE SIGHT DISTANCE EXHIBIT ON SHEET 23 THE GARDEN 0 15, 30' 60' 120' STOREY TIMBARRIEK-STREETGUAKL) PRODUCT CONTACT MANUFACTURER AT 888-934-1605 #0 NOTE: VISIBILITY OF ALL SPOT 00 /'MECHANICAL EQUIPMENT \ 17 0000 'Z FROM THE ENTRANCE \0 ''/ / �`-' 1 �, CORRIDOR (RIO ROAD W.)2 �� `\ \ N4 51-24-E SHALL BE ELIMINATED. N40051'24"E *004 "00V CC *0 000, N21054'42"69.58'E 90.19, STA. 15+03.40 100 THESE (5) SPACES ARE ♦100 '00 00 R=25; A RESERVED TO CONCRETE X TYP. *000<W RESIDENTS ONLY t PAVING 00 ♦ 0 00 N ;MAI . ..... 00, 0000 LOADING N18049'29"E r V PERMEABL SPACE 000 0 rb\j PAVE �\PAVE L 34.97' (SIGNED) �5 DUMPSTER X 00 ,,, i -Z' , \ENCLOSUR 3 -.0001 0 0 0 14'GRASSPAVE OR GRAVEL EMERGENCY ACCESS; EASEMENT IS 16' WIDE. SURFACE MUST MEET FIRE/RESCUE AND/OR COUNTY MIN. STANDARDS 23 NOTE: LOCATION MAY CHANGE TO A DIFFERENT LOCATION IN THE FUTURE THROUGH THE APPROVAL OF A MINOR AMENDMENT O�ERLA LIMITS,, N PROPOS EOP, TYP. A A 5 SIDEWALK TO BE RELOCATED AS A RESULT OF THE NEW TURN LANE. SEE DETAIL FOR DETAILS: PROPOSED TURN AND TAPER E" fil p 4 -'t 540'TO MEDICAL SERVICES OF —T AMERICA ENTRANCE -12 PE. 74 C A -1 Z CGRBINGG 0 4 4, ASSISTED LIVING COURTYARD Uj Cn LU W > < Uj CL 4" Ell - (R1 -1) TYP. 275.08' INTERFACES, TYP. if PARKING SETBACK + + T P SIG4 R=25'� iv R 15' PERMEABLE LE PAVER 0) 3 BUMPER -1 P, Z TYP cfl BLOCKS WITH W TY BLOCKS R 0 121 �LR 5' RICK" oil Ilan TYP. % TYP. SOLIDER 13ANDING CG121_,,j ]I IGH CROSSWA K; 14'L 01 111 r%IK1t_ CHAINLINK FENCE/SAFETY RAIL, TYP.f-�Krj-\ Wv CONCRETE PAVING 22 DUMPSTER ENCLOSURE W-11 ffis BUILDING # OF UNITS= REQUIRED PROVIDED APARTMENTS 7,200 SF FOOTPRINT 4 860 SF 2 3 BEDROOM (2,O PER -UNIT. ) UUNU. MMU Dr-LUVV, I T r. 1r_%.�1LJ1r1V1C:114 I COMMERCIAL'AREA 01— !COMMERCIAL (13,680GSF) ¢ 0 110 96 5TOTAL 16 142 96 80% (NET TO GROSS) 110,944 NSF LOCATION STEPS NSF SPACES REQUIRED (1/200 NSF EA SPACES REQUIRED (1/200 NSF) �37 a aftimin III I ; gol -- 02-08-17, APPROVED BY BOS _Ct 1. 04-20-17, COUNTY COMMENTS 'p. 2. 05-19-17, COUNTY COMMENTS rE� 3. 06-13-17,ACSA COMMENTS Bu z V) U Ni 34.021 ASSISTED LIVING U> 5 a 0 SIDEWALK; SHALL NOT BE VISIBLE FRROM THE SHEET: > OM mt cCZ ............. ..... . . .. ............... . ... . . . ...... . .. . 2 3 COMMERCIAI_ (35,150 GSF) 1 �5600 aR mQ (SEE ARCH.) PIWAM IMMI TYP. ENTRANCE CORRIDOR; SEES F=OR Ln k:Z) BLDG. rA ARCHITECTURAL PLANS SCREENING WALL DETAILS 1 1 8,'�: 24' - 28.02'. 21! 1, .'1 19.7' C %RK ING' 4 I TYP 7r(P4 4 R)IV ER- P. 0 P1 TTJa°I PTIQNAL) AREA - J..................... 71 1 a W S46049'1 8"W 354.1t%j POSSIBLE GROUND LOCATION R 32 FOR HVAC UNITS. ANY DUMPSTER GUARDRAIL; SEE NOTE THIS )H _P E B _RM ABL R 5' ��—PE BLLE. Op - , �,: '�� 0 � ', L, 1 1 3 / � I I :i EQUIPMENT ON THE ROOF ENCLOSURE -11 SHEET FOR DETAILS PAV IRS -TYP PAVE S� SHALL NOT BE HIGHER THAN N 4 + -7 -------------- �A THE SCREEN WALLS OR BE 22 N, 7 to VISIBLE FROM THE ENTRANCE CORRIDOR; TYP. F7777 a.I .a.. ,; N _ � Uj o iiI � i�I 00 L 0 00 Q M WRA A f%OnQ01KIf%— 0 CROSSING -.-.- __- BUILDING SETBACK C===, WOODEN CHAINLINK S46049'37"W 439.51' GUARDRAIL, FENCE/SAFETY TYP. RAIL, TYP.�e PARKING DATA: TRIP GENERATION: UNIT TYPE # OF UNITS= REQUIRED PROVIDED APARTMENTS 7,200 SF FOOTPRINT 4 860 SF 2 3 BEDROOM (2,O PER -UNIT. ) 16 COMMERCIAL'AREA 01— !COMMERCIAL (13,680GSF) ¢ 0 110 96 5TOTAL 16 142 96 "UNIT TYPE #OF UNITS REQUIRED PROVIDED COMMERCIAL (9,274 GSF} 0 37 23 . . ...... ... . ............... .. �TOTAL 0 37 23 1111111FIll 11 li III ;1� 1111 1 ItI4111ii �'' 1 1 �PER BUILDINGS A& B ., i PER BUILDING C ADJ. STR FOOTPRINT 7,200 SF FOOTPRINT 4 860 SF �:COMMERCAL AREA 14,400 GS F COMMERCIAL'AREA GSF I JANLI&PERIMETER WALL 120 GSF Pi WALL 486 . . ....... .... . . . . . ... .... ........... . ADJUSTED GSF 13,680 GSF ADJUSTED GSF 9,274 GSF 80% (NET TO GROSS) 110,944 NSF M% (NET TO GROSS) NSF SPACES REQUIRED (1/200 NSF EA SPACES REQUIRED (1/200 NSF) �37 0 T 0 T AL. 857 94 ill 487 453 RESTRICTION S/REQ U IREMENTS ASSOCIATED WITH THE STANDARDS ABOVE: 1. Based on Institue 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-201600015), SITE PHASING SEQUENCE: 1. SEE SHEET 4A FOR DETAILS. CJI SIGN; TY p 06 PE, C. 1!2rn IN L 'OU 41'il AREA TO BE DEDICATED TO COUNTY FOR PUBLIC USE 850' TO RE BERKMAR DRIVE BARi H B, 173 4 g Vf', II I5 II Illi ij l yM j ��l > M, M .u.4,. ., i i 4 ADJ. STR os I OF rn Lc. No. 35326 COC - 6-13-17 Steven W. Edwards Ea MC Cert, No. 0931 .C.- 07 0: =1� I l OZ UR PARKING SCALE: 111301 oQ ISSUED: 23 Feburary 2017 .0 E -C REVISIONS: a aftimin III I ; gol -- 02-08-17, APPROVED BY BOS _Ct 1. 04-20-17, COUNTY COMMENTS 'p. 2. 05-19-17, COUNTY COMMENTS 3. 06-13-17,ACSA COMMENTS Bu z V) U Ni 34.021 ASSISTED LIVING U> 5 a 0 2.2 SHEET: > OM mt cCZ ............. ..... . . .. ............... . ... . . . ...... . .. . 2 3 COMMERCIAI_ (35,150 GSF) 1 �5600 aR mQ T 0 T AL. 857 94 ill 487 453 RESTRICTION S/REQ U IREMENTS ASSOCIATED WITH THE STANDARDS ABOVE: 1. Based on Institue 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-201600015), SITE PHASING SEQUENCE: 1. SEE SHEET 4A FOR DETAILS. CJI SIGN; TY p 06 PE, C. 1!2rn IN L 'OU 41'il AREA TO BE DEDICATED TO COUNTY FOR PUBLIC USE 850' TO RE BERKMAR DRIVE BARi H B, 173 4 g Vf', II I5 II Illi ij l yM j ��l > M, M .u.4,. ., i i 4 ob os I OF rn Lc. No. 35326 COC - 6-13-17 Steven W. Edwards Ea MC Cert, No. 0931 .C.- 07 0: =1� I l OZ UR PARKING SCALE: 111301 oQ ISSUED: 23 Feburary 2017 .0 E -C REVISIONS: RESTRIPE THESE AREAS TO SEE SIGHT DIIIs ANCE BLEND NEW WORK INTO EXISTING EXHIBIT ON SIH ET 23 PARKING 17171 LOT / PARKING / BUILDING REGULATIONS: El RESTRICT IONSIRE:QUI REM EN TSINOTES ASSOCIATED WITH TIHE:STANDARDS ABOVE: 411'% 1. Regulations established above are based upon an Assisted Living Facility development in general accord with ZrM-201600015'�'Scenario N'Concept, 2. Refer to the Code of Development in ZMA-201600015 for details on the Permitted Uses. 3. Interior lot lines will have a 0' setback along streets, roads, access easements or lot lines. 4. A 4' setback shall be enforced from any interior access easement. 5. Attached units with common walls will havea 0' Side Building Setback. Side Building Setbacks apply to exterior end units. 61 Curb and guter may fall into all parking setbacks. 7. All roads are private with public access easements as shown over them. 8. Architectural features and overhangs may encroach into Building Setbacks up to (4') feet. 9. Parking Setbacks shown:are only for parking lots with (5):or more spaces, 1 0.:Subterrain, parking shall not be considered a building story, 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 C a C LOT PARKING BUILDING REGULATIONS ob os I OF 'N Lc. No. 35326 COC - 6-13-17 Steven W. Edwards Ea MC Cert, No. 0931 .C.- 07 0: 6-13-17UU LOT WIDT OZ UR PARKING SCALE: 111301 oQ ISSUED: 23 Feburary 2017 .0 E -C REVISIONS: Nn -- 02-08-17, APPROVED BY BOS _Ct 1. 04-20-17, COUNTY COMMENTS 'p. 2. 05-19-17, COUNTY COMMENTS 3. 06-13-17,ACSA COMMENTS Bu z V) U Ni Ni C U> 5 a 0 -Lu E SHEET: > OM mt cCZ .s 0) q 20 aR mQ PIWAM IMMI RESTRICT IONSIRE:QUI REM EN TSINOTES ASSOCIATED WITH TIHE:STANDARDS ABOVE: 411'% 1. Regulations established above are based upon an Assisted Living Facility development in general accord with ZrM-201600015'�'Scenario N'Concept, 2. Refer to the Code of Development in ZMA-201600015 for details on the Permitted Uses. 3. Interior lot lines will have a 0' setback along streets, roads, access easements or lot lines. 4. A 4' setback shall be enforced from any interior access easement. 5. Attached units with common walls will havea 0' Side Building Setback. Side Building Setbacks apply to exterior end units. 61 Curb and guter may fall into all parking setbacks. 7. All roads are private with public access easements as shown over them. 8. Architectural features and overhangs may encroach into Building Setbacks up to (4') feet. 9. Parking Setbacks shown:are only for parking lots with (5):or more spaces, 1 0.:Subterrain, parking shall not be considered a building story, 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 C ®T_ a C Rl�tiop ob os I OF 'N Lc. No. 35326 COC - 6-13-17 Steven W. Edwards Ea MC Cert, No. 0931 .C.- 07 0: 6-13-17UU Et OZ UR 0 SCALE: 111301 oQ ISSUED: 23 Feburary 2017 .0 E -C REVISIONS: Nn -- 02-08-17, APPROVED BY BOS _Ct ®T_ 0)Q W, EC ou 0! 24 -C ZO -0 Q>a Layout Plan V 1 4F OF Fllci =L <U E Rl�tiop 'C Alan G. Franklin Lc. No. 35326 6-13-17 ti �sjONAL 0a a) Ums, Et Ma SZ 0 SCALE: 111301 oQ ISSUED: 23 Feburary 2017 12021: REVISIONS: -- 02-08-17, APPROVED BY BOS _Ct 1. 04-20-17, COUNTY COMMENTS 'p. 2. 05-19-17, COUNTY COMMENTS 3. 06-13-17,ACSA COMMENTS Bu z V) U Ni Ni C U> 5 a 0 -Lu E SHEET: > OM mt cCZ .s 0) q 20 aR mQ 0)Q W, EC ou 0! 24 -C ZO -0 Q>a Layout Plan V 1 4F OF Fllci =L <U V' REHAB CENTER ♦ L 40000 00000 00000 PHASE 4 - - OPEN SPACE/COMMON USE FOR COMMUNITY RESIDENTS ` LOT 4 PHASING LIMITS; TYP. � -mmm___m= _=m[- � --==- " �mm�mmm ==000mm��mm■�mm s 000,r THE GARDEN SPOT PIP'\ \ A,\ SITE PHASING SEQUENCE: 1. CONSTRUCTION IS NOT INTENDED TO DEVELOP ALL AT ONCE BUT RATHER IN PHASES. THE PHASES INDICATED MAY BE REARRANGED AFTER PHASE 1 AND NOT DONE SEQUENTIALLY TO MEET THE APPROPRIATE CONSTRUCTION ACTIVITIES. PHASING IS TO ENABLE THE DEVELOPER TO BOND ONLY THOSE PORTIONS OF THE PARTICULAR PHASE UNDER CONSTRUCTION AT ANY GIVEN TIME AND TO PERMIT INCREMENTAL RELEASE OF BONDS ONCE COMPLETED. 2. THERE WILL BE NO MORE THAN EIGHT (8) PHASES. PHASES MAY BIE BROKEN DOWN INTO SUB -PHASES AT ANY TIME AND AT THE OWNER'S DISCRETION. 3. THE OWNER SHALL MAINTAIN A RUNNING TALLY OF WHICH LOTSWINITS QUALIFY AS "AFFORDABLE" IN ACCORDANCE WITH THE APPROVED PROFFERS. SEE SHEET 2 FOR THE APPROVED PROFFERS. THIS TALLY SHALL BE SUBMITTED TO THE COUNTY AT THE BEGINNING OF EACH NEW PHASE OR BUILDING PERMIT REQUEST. PHASE 1 INCLUDES: ALL IMPROVEMENTS ALONG W. RIO ROAD AND NICHOLS COURT, LIMIT OF PHASE EXTENDS TO THE BACK OF SIDEWALK CCESS SHALL B OFCURB, BEFORTRANSITIONS FIICTE O OCCUPANCY ISOGRANTE© ON BUILD NG EMERGENCY 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 IN INTERIOR ISLANDS WHICH WIILLSBE IINSTALLJED AS ANY ADJACENT UIILD'ING IS COMPLETED).E' 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. PHASE 4 INCLUDES: ALL IMPROVEMENTS ASSOCIATED WITH THE TOWNHOMES AND ECKERSON COURT. MEMORIAL PARK IN POCKET PARK A MAY BE ALLOWED TO MOVE INTO A LATTER PHASE AT OWINER'S DISCRETION. SWM POND MAY BE INSTALLED SOONER AT OWNER'S DISCRETION IF NEEDED. PHASE 5 INCLUDES: ALL IMPROVEMENTS ASSOCIATED WITH BUILDING A. PHASE 6 INCLUDES: ALL IMPROVEMENTS ASSOCIATED WITH BUILDING B AND THE INTERCONNECTIVITY ACCESS TO BERKMAR CROSSING. ANY AND ALL POSTPONED SITE ELEMENTS (I.E. MEMORIAL PARK, LANDSCAPING, FLAGPOLE, ETC.) Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele) 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 tele) 434.531.5544 el alan@alanfranklinpe.corn ■ L M C LTH OF, a "2 S ao"c c� Y O`` ob n� a oz �VSH Op Lic. No. 35326 W p ?�� ihi r cc W 3 —C U_ Steven W. Edwards roa t-' Cert. No. 0931 �- UT 0u 1k 6-13-17 C.0 U) � �a ,,r O PC, SCALE: 111301 oQ ISSUED: 23 Feburary 2017 roc E_ vC �n yS O� . ♦�I a �a OC ?$ LTH OF, =L "2 Y O`` Alan G. Franklin Lic. No. 35326 W vs 6-13-17�1 U+ s10NAL O O a C'ra l° vu as @L E6 U) � �a ,,r �R SCALE: 111301 oQ ISSUED: 23 Feburary 2017 REVISIONS: vC �n -- 02-08-17, APPROVED BY BOS 0.5 1. 04-20-17, COUNTY COMMENTS 2. 05-19-17, COUNTY COMMENTS on 3. 06-13-17, ACSA COMMENTSu Ed 41 aE -a SHEET: a °"a Q 05 U)} � C +mss 5 �r 4A22n Uaa. NU OU Ora mQ �4 EC Np �a Oa ,E Qa Phasing Pian Z -0C a, a 4 11 OF 2E E a a� r ' loe NO 'CONTRACTOR SHALL FOLLOW ALL THE RECOMMENDATIONS OF E ARBORIST TO ENSURE THE SURVIVAL OF THE TREES BEING ~ ° PRESERVED, CONTRACTOR WILL BE HELD ACCOUNTABLE FOR ANY 60' 120' r \ \ \ TREE DAMAGE RESULTING FROM THEIR OR THEIR SUB -CONTRACTOR'S ` � R� 0 15' 30' " ACTIONS CONTRACTOR SHALL BE SUBJECT TO FINES FOR DAMAGES AS OUTLINED IN THESE PLANS. ALL DAMAGES WILL BE DETERMINED i 7� BY ARBORIST .SEE SHEET % CONSERVATION PLAN FOR ADDITIONAL 'INFORMATION, , APPROXIMATE LIMITS OF / \ ® TREE SAVED AREAS: TYP. 1 .- THE DEN \ . \ _ E R EMERGE C'Y�ACCE I '/d�P ��S z �POT o \\. \\ SIA NOo D\ � � z \ GRASSI IT AVOI ` CATED / S `PAVER UNDERDRAIN, TYP. 0� s�1�'3p0 �„' OO F�-' , 6 -(E % - `�-'� ` IN�RE SAPPEARI/EG NG S aDIOCA ON TO , - DAYLIGHT TO BIO FILTER / z ` � 5 , = _ \ \ _. \ BE` ETER�IIN D B FIRE �VIAf�SHALL. • � .' •�• ° PAVER UNDERDRAIN :. '\ - SQR - rt .'" _ _ t=) !" '�: •, \ > / / OUT TYP. J ( sS ,, ", \ �\ r CLEAN L ,, .v, j \ \ , a O EX. DI- 4 f r' - , = :: JNA Oil +: �.f .._. rf , \.� . , �... TW 77.00 � _ f \ RIM 5 5, 80 f " ""�°`" ..t'' "%"" NOTE: .--' � � ;� •!';- r''� EZ n. „ , .-�,"-° ,,,,, _ :, ,.,. ., \, 6 PAVER UNDERDRAIN, �' i BW 74.50 .. `f�9 , INV. 1 544.67] ; s -' '' '' "` »"' ` _ TIE T STORM INLETS r \t ' „ �• r ,� _ .... O \, ` PROS P, TYP. / ALL RIP RAP TO BE BARGE CHALET" , I lNV OUT 544.47 �, , y ....,,.. ,. ,--' 71.48 rut z.a,. :STONE,,"' } t' \ % r FROM CHARLES LUCK P(CU �' -� .' : � �.- : t : � ,l , �. 3 r « h `> / 'FRO R IN BULK UANTI� - r/ " e ♦ k \ CENTS Q �, - ,-��;. �! �. / '' .� � �� : �, 4A \ C \ A \� , • PERMEABLE •:-� -~ t' i' a �! cy', \"_,. ,( FREESTAND. > ! .-- � � .. ,„ `� °,o �-- r � . • .. ,;� -_ 573:�p` ,. � '., 712. \ EXISTING 20 DRAINAGE ,, .~- �. , ,. PAVERS' �.. '- ,�-' .: ,. '� . _ r . - -__- � ; �;- t, �V�ALL ' EASEMENT TYPP..- ,-- `5 (�- , .� , � _:, A ! .--• _._ Y - , o `i 4 \ 79 a � , :-�:r l D.6. 3937 4 / PROPOSED A SWM(K4AINTENIANCE \ : 4" ID E2.0%TTY(P ^. Y t „ 1 \ r ,. ,�� ... . " .,� .-. lJ:.� ! : ,-�,. ...- ," .� ;-. ;. .� ;..4= ,... , ._- :' _' 70. RETAINING(C EE ,-1 t C ! 6 ;PAVER UNDERDRAIN, TY . tp SID __�_.._ ,�'"`,"k k{ p. „� � y �C.k'�U.,�'. C � _..._. C: ,} ...r. ,\ _ K ., ,l , „ i, ,_. A <' - BW571,00 . _ WALL Al n ! - ,n ..�. p.-' .4,fZt � \ .:� ...,,`;- .::: ..' �'. s' �`�- -:.° '-.` ,--. .. \ ., ... -:.. .. ,n 1 �._.ir��,.1 't i ` o ! ., : .. „ . . ,. . , �' . , ,_: _ �• t WALL � SI�EP 1 _. �� \. }'�;.. � „ �. TIE TO5T0 M INLETS G S' ., y �. , .. R RETAININ LL c�;ta 1i fir. Sicl �2'MAX. : DRAINAGE PROPOSED k F --:,, .. C• ,, , ,.. ,h. .; .>k ..„a .r ,. a :'�� r .. �. . ' .. - .. '- � �. .,.,,i: , l \ . c. „ -C: ., .. .._. ,,.,,�. ,E . ;+�<. ' •$.:1 '.: � ;' � .,. , - - EASEMENT, TYP. r EAS `, r -" , ,.�:..�. - _ .x,-,;--�� 4- .�'� SL3. , � ,�, o-,,',,�° TRANSITION TO V OT ST G 3 AND \ \ � _ --- - L S THICKEN SIDEW LK T AT \ „ BW576:00 < ,- CO r h� i 1 , -: 1 ERGENCY A CES CROSS G , s. .f.v.,, .-._d , _ t .- . _ _ -, � -. C�.... r - mak"- T`�" .. • F - r _ T - VER AY LIMi TYP. ""`t 00 PERMEA LE r r \ M 6C �- \ \ n „ I 1 1 PAVE \ - - \ - -- c. >� h W578.00 €� ! �� -::�,.- , A ,n RW561.w Ip \ , 5 -- _ 572.33 1 ' 11 T 584. I 6 \ r \ 1 \ .,OR TURN LANA TALLATIO �M 79.26 a� i f-- P EABCE -►- I i 1 �, %I E M ABLE....... ERM `� � ;, r� G) , -.,_ , , ,. L ,, 580.00 _, __. `: I , , o \ t +I t SEE MAI TENA OF TRAFFI \ • �, B 0 TS 571.1 r f L , _ 7 z �- , ....PAVERS....:, :. ., ;�." a e J Q � - - __._ _. i . ,..,:_ _ -_ 3�-• .. ' BS 564 65ONISHEET YP. ., r /✓ .`✓ - .._.. ,, _..,. - (� m, , - _ _T, - r_,,, _T ,. ,- . W.. _„,.,:, .,,< ; ____ .v,. � : r J (12) 7.5" R STEPS1 A5 J ` \ \ CSA W.L . C . - _ I \ o r ---,`-_.-._,., T� � „„ Q cSy °�,. WALL A3 j ' , TS 564.60(. � YY i ,� F A I: r n CilY4:r 1 i 1 O l r \ IR , t r0. . � • _ p _. TREES �BE G WA L f : 72. , c/ v_ _, .. % ,,T 172.00 , _ .- `� . 4 cP , ;�' ,,,, \ FREE.SI' DING ,_. _:_.. _ . , s__ ,,_ BS 559.3$ ::.- - - - f �,_ �, : . . \ ,,- _ -. _ - - �- - _;-_ _,. , a � � ALL A� { >, �. `� ,, PRS RVED ,. _: i I � 7 BW 0 F� f _ w . .RE AI I`IGWAL ,, ,� .. .. ,: , , ., .< �, \ T , ,7 9 5 S S I z r � � „_3. € SCREEN NG/REQ' I ING RAI TYP. S. \ d.AA L 1 ! % 6 PAVER UN E \ r : t Fes, r , _,� ,, , ,-: R INL STY _, _ � � . ,% s= I _ r \� `\6LD r � I , TIE TO STO M ET .. ~ , . , }- , ., r� .,. .: � _ .,.._ _..- __ ...`.. ... ✓ / I z +, �/ , ..� ,�`'lr _ i I , , .:f _ _ .If -,v 11. ] . y. I _.. _._�......_ _ �. . r i'-1 BW574.0fY t I f , I I � 1 I ( TV181.00 1 i r i I BW578.00 EX. Dl -2C RIM 554.54 I I I 1 INV. IN 547.63 INV. OUT 547.39 \ /r ( ( r ,:r I l!j I 8 rr � ° i 1 } TW582.00 r• i �BVrV579.00 3 i t EX. SDMH C RIM 556.81 1 ! I 1 i i!i f INV. IN 548.98 i � O 1 IdWOLIT 548.86 F i i 1 , 7 } i ° j t TW582.00 )13�577.00 -_ r 1 " WALL D2 SEGMENTAL C MI LLE HEALTH AND REIN NIN G WALL WALL\D3 REHABCENTER RETAIfIN G WALL � -.dam 106 o L C 1 1 I-CIYI.1 VLC1 J - 6 1 - :',:� c: - ,. A � ,8 PRIVATE:$EWER,. I -{p. <? =_ � • ' -- . _.. r _ :._. � I ! ... f � � , ALI UN9 G O re N N (� r. r ° .. `�._ ,.. _ .<,: �. � '� ^., f .. T D / VSM PL N r ,,, .. 1.78 I S � . I , n. ; : ( ) _ I gg o ,1 r , .. 11 , t f r . :SID , ; .81.1f _j J o -, fI f / C L_ i , P' - �i , L F7 V , 83'ZO 83-0-' ' � w.'.- -r. .�'�..',�'� .� �,: �','�.. �, ^. �;.:�.: �. �: ter. / ;, {. §a, �,. 'r �.,.. , -! ...... j� � r $" ACSA SE R'A'.• ..._... _.. ( 1 ✓°` SID `,,:- 9 f j// J I I IINV IN 54 03 RIM 547.74 ,� S-`- ,:.:.._ : ", ! INV. UT 544.83 INV. 5 5-11 A I ;:, . ' t�z B / 1 TIE TO EXISTING 580 „�:<�,, -- _ ° -.� -.. � .- � r ., t .rr „g z ,<>.^..'�,�"";e`L"�:rr .< , ; ,.._... ! %Y -% i..., 1 ( ( 1 ..,_.. __• .-----. :. :; - TW $0 0 r ,.... __ 58{).00 3, . 00 TW5 0 6�0 i __ _ _ __ I- ,V01581,00 T 5 . `� t"-= _ d _ , ,. , �. ,:. .� , � h- - J , PARKING LOT ;s j// 7 G`t I i - .;�'--..'i.x.-,....,, <3 .. ,. ., r ,,,: ,: .,eFk'�1z>. :;1= /•�\P 1 '"., " -. y(g 0 A 811570 >, <<7 8. ( _`'� r' .._.` ✓ I _ - � ,. +i', ., ___ :..r 1� rw•w�:'-`_"t.�i +tea .._:t` - 'SxA:- , � ,. I: :a.{<<"m,�/. t^' ...., It ... . - $�, , .:. � �•,__ , ,. _ .. � ___. � :� i 'i. 3 I t 4 't r:~ - _ r ,I _ . 20' DRA,NAGE tI NOTE: -SPOTS SHOWN FOR WALL RELATE 1 FvOT: SAFETY RAILING TO -BE - -- / ; ri \ ` �, ?1 j v „ _ r EASEMENT ` 4 / TO TOP AND OUTSIDE 111rALI" FACE. SEE " G EA F- (ON TOP QE_WALLS 30 OR-- _ f -� t _ ._-__- "? G EAT "- "-(EXISTING) \, WALL DRAWINGS FOR DETAILS,- \ f _ a7 WFCLYD1_ - -- - _ X D 1 B - - / r \` ✓f SEG MENTAL , ( - -- - SD �- ra a - -- _ 2 2 RETAINING WALL - -._.. _ l/ , \ ' 1r°� i' RIM 1 4 ,% _,._ . _._ _- - _.. _., _._ ` ;t � ._ � 546, I _ NV 1 1 / '" SG{ -- i�BERKMAR CONSTRUCT MH 0)/ j t 2.4_STUB I ' i \ Al ` j t APPROXIMATE LIMt'T`rS„OF("'' CROSSING / - -- -; _ - - EX 2CP TREE SAVED AREAS` TYP. ; Icy <.. ----- ----- - - (4: \, _ ` \ rEX PI -3B RIM 545.56 ] OUT 541 8 1 /`tri I yt Si I I z i / I RIM 550.11 iJ ✓t tn`' I EC r46MI14 Al jINV. IN 544.32 ai 18 R P�i RIM RESIDENTIAL ' \ INV. OUT 544.32 ; --.___ .-_._._. � _-_.... / \ % cal j n'; V 539.04 / --� !N ------- RIM .21 ! ----- -- �' I / INV, IN 5 >r INV. OUT 537.32 EX. SMH BRKMRCR-1-2 f_ ✓` EX SMH I I , \-51 RIM 549.27 -----_ j4i - IVO - �i i INV. IN 542,75r°'� RIM 546,92 EX. SDMH I S INV. IN 542.5± --- _ RIM 543.05 wci J 1 INV. OUT 541.29 :ESx;1 -0 _--., _- - INV. OUT 542.32 \ INV, IN 537.66 I \ l ; NV. OUT 5377 ' Q4*° -_J tX. C,�lil`Jl... YYHLL TE , PO RY � I I I i I I CONSTR i GRA I O I I EX., Dl -1 I M 47 EX / 1 NOTE: FOR ADDITIONAL DETAIL AND INFORMATION . 1 ` •, ► PROTECTION i. 111 TREES SEE SHEET 6, TITLED CO N SE �: - :Ili i Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Cid Boonsboro Road Lynchburg, VA 24503 tele) 434.531.7507 e] steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 tele) 434.531.5544 el alan@alanfranklinpe.com KEY: r . FAid 2; MA L C1 C �6 ob oQ R OFi L ti C�1 Wt m- Steven W. Edwards o_ @° 0.0 t' Cert. No. 0931 �' y U W= Eir 6-13-17 O4 UU C: d OZ P E' NV- ms c NOTE: FOR ADDITIONAL DETAIL AND INFORMATION . 1 ` •, ► PROTECTION i. 111 TREES SEE SHEET 6, TITLED CO N SE �: - :Ili i Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Cid Boonsboro Road Lynchburg, VA 24503 tele) 434.531.7507 e] steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 tele) 434.531.5544 el alan@alanfranklinpe.com KEY: r . FAid 2; MA L C1 C �6 ob oQ R OFi L ti C�1 Wt m- Steven W. Edwards o_ @° 0.0 t' Cert. No. 0931 �' y U W= Eir 6-13-17 O4 UU C: d OZ P E' NV- ms c me 0 EC c mn ys E a +- s a -- H m a � O L F c� u I P„+ Alan G. Franklin Lic. No. 353265 6-13-17 aR Z. o CC Q -n sI ONA L -0 Tfl �S Ec Un CE SCALE: 111301 ou ISSUED: 23 Feburary 2017Ric REVISIONS: �n -- 02-08-17, APPROVED BY BOS 1. 04-20-17, COUNTY COMMENTS N 2. 05-19-17, COUNTY COMMENTS nb 3. 06-13-17, ACSA COMMENTSt pit Ca urc QXL ~yw �U @E QL �a SHEET: °a .V) _r_ +-C �3 mE Ua �V o`u QR �Q Grading Plan N Q Nb E� UU 0R oa iE Q4 S Z C -6C vR OF 2 C Q� / ''` ,� ^ p m ,, f ® _ _ / ` ♦ MOTE: CONTRACTOR SHALL FOLLOW ALL THE \ Inloo o -_,. RECOMMENDATIONS OF THE ARBORIST TO '`',` � •`•,. ``',+,\ �\ \`. ' �� ENSURE THE SURVIVAL OF THE TREES BEING iiµ f, e' PRESERVED. CONTRACTOR WILL BE HELD NA r - ACCOUNTABLE FOR ANY E DAMAGE ° ~4, RESULTING FROM T , OR EIR / TOR ., , ` �\ ,!-^ * SUB -CONTRACT S ACTIONS. CO f / J ' �. / ' =K �f SHALL BE JECT TO FINES F R DAMAGES AS f-y:N ^ �'�- OUTLINE IN THESE PLANS.LL DAMAGES WILL�.r �., ` \', \ \� APPROXIMATE LIMITS"' ;`` / ,' '� .. -- :�. .♦''' \\ � \ , OF TREE SAVED s, BE DETER INED BY ORIST SEE SHEET - ,.---- / AREAS; TYP. N, '' ♦ INFORMA - - ♦ \ ,. _ l .. � CONSERVA ION FOR ADDITIO f TIO ._ �y 00 '1000, ♦ / Q \ n f r' : r' n 1000, TP -`' ,r \ � ' r`.- f. J,^r `} r � /' , \ `. ♦ ,`Q c; ° <1 1, � `' , / , l .: r A ♦ ,r.' -w)i` \ -"' `` �P \.�. �,✓ erg ,-- ` \ ' -` ter` k-r^S"_ .,,a,,Y ,. • r � � '.. .. f .r \._ t :-"' t 5 / �/TP .. - 't, __. ,_ a '`' .- ,: ...-.-,�'. _.\ •• .... ! ( , , f - t , J ,^ i .:. ,.. 1 , .,o'i:. l •, - -, : i .' _., y' � , , - i ,,. �,•, _ f 1.- ':'; 1 _ SP> t \ / - j ! ; _, .; .: r x a,, .v {ir„-,, :i `-"ice; .... i 't ,,. a •. ] , a a ' � , / , .:,:4X ,R ., >- ..r ., v-, . ,-Y.� � f• V ,. n t", .., .. ) t t t a Q II i \ -, .-x ,c : s ' ...--.., ^, . --..;rte -'=.,- — _ _ — — __ , C ..0•' . re . o +,s (,? i t , s % � f... ,.,-tr„.,?r-'i; :f' �'L ..'•".1 .....rG\-.,--.' .'' . 1: :, ,'a 1 'i, -"`i` ` 1, I.`: , 4` - 4 9A V/ , h a u� t CONSERVATION PLAN CHECKLIST: (HANDBOOK, PP 111-284 -111-297 FOR COMPLETE SPECIFICATIONS) 1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: TREES TO BE SAVED; LIMITS OF CLEARING (OUTSIDED DRIP LINE OF TREES TO BE SAVED); LOCATIONS AND TYPE OF PROTECTIVE FENCING- GRADE CHANGES REQUIRING TREE WELLS OR WALLS; PROPOSED TRENCHING OR TUNNPLING 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. 5. SOIL EROSION AND STORMWATER DETENTION DEVICES: SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. 6. FIRES: FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. 7. TOXIC MATERIALS: TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO 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. 11. TRENCHING AND TUNNELING: 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: r 11 t .l TREE PROTECTION FENCING- SEE DETAIL BELOW —TP—TP—TP— TREE P TP TPTREE TRUNK ARMORING- SEE DETAIL BELOW \ 10' 10, TYP. TOP RAIL CONNECTION AS SHOWN; 20' O.C. RAIL 9 GA. TIE END WIRE; 24"A0� 1 5/8" TOP RAIL R n 9 GA. TIE WIRE; C° 14” O.C. BALL POST CAP POST BAND DRAW BAR (1/4" X 3/4") I - O l g .y TO t. d 1 1 � r' l r • 1i I 2 1/2" ODTERMINAL POST AT ALL CORNERS AND INTERSECTIONS 2"X2"X9" GA. FABRIC KNUCKLED TOP & BOTTOM 3/8" TRUSS ROD AT ALL CORNERS AND INTERSECTIONS WITH TURNBUCKLE OPTIONAL: 2" O.D. LINE`�;f%� ��a 7 GA. BOTTOM TENSION WIRE POST; TYP. OR 1 5/8" PIPE; SECURE FABRIC TO PIPE WITH 9 GA. TIE WIRE EV. FRONT ELEVATION TYP. LINE POST TYP. CORNER POST 24" D.C. FOOTING FOOTING TEMPORARY CHAIN-LINK FENCE , 6) ELEVATION, PERSPECTIVE 0 PIPE SPACIN 211X2"�X9" GA. FABRIC CHAIN-LINK FENCING ?" O.D. LINE POST SLEEVED IN 2 1/4"X24" )IA PAPE; FOR END POST SLEEVE IN 2 3/4"X24" DIA PIPE; TYP. )VIRE: TO SECURE CHAIN-LINK FENCE TO 'OST" 'IPE ;SLEEVE; TYP. =INISIHED GRADE =CTIWE NOTE: ALL WIRE FABRIC AND FENCE HARDWARE SHALL BE GALVANIZED FABRIC SHALL BE INSTALLED ON THE OUTSIDE F-010 N.T.S. 6 %DETAIL �.±m I0 15' 30' 60' 120' 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 iCONSIST OF 2X4X8 PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND TREE M� ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON-SITE. CONTRACTOR TO JUST ABOVE THE RtOOT 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 Steven W. Edwards 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 Tc E_ TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE RS n DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE �C 0= DRIPLINE SHALL BE DONE BY HAND, LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMAL BOBCAT 7 / TRACT -HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT �y Cy AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION N+ AREAS OR WITHIN EXISTING DRIPLINES. r Alan G. Franklin ----- -- �s i I �R C�~� sI oa C1b ONA L �R y,a E� Ca C coQ. �u NC NR sC SCALE: 11130' oQ ISSUED: 23 Feburary 2017 f. REVISIONS: tn_ :�a -- 02-08-17, APPROVED BY BOS - 2. 05-19-17, COUNTY COMMENTS a� 3. 06-13-17, ACSA COMMENTS 5 U) U �u m� SHEET:Q o I - O l g .y TO t. d 1 1 � r' l r • 1i I 2 1/2" ODTERMINAL POST AT ALL CORNERS AND INTERSECTIONS 2"X2"X9" GA. FABRIC KNUCKLED TOP & BOTTOM 3/8" TRUSS ROD AT ALL CORNERS AND INTERSECTIONS WITH TURNBUCKLE OPTIONAL: 2" O.D. LINE`�;f%� ��a 7 GA. BOTTOM TENSION WIRE POST; TYP. OR 1 5/8" PIPE; SECURE FABRIC TO PIPE WITH 9 GA. TIE WIRE EV. FRONT ELEVATION TYP. LINE POST TYP. CORNER POST 24" D.C. FOOTING FOOTING TEMPORARY CHAIN-LINK FENCE , 6) ELEVATION, PERSPECTIVE 0 PIPE SPACIN 211X2"�X9" GA. FABRIC CHAIN-LINK FENCING ?" O.D. LINE POST SLEEVED IN 2 1/4"X24" )IA PAPE; FOR END POST SLEEVE IN 2 3/4"X24" DIA PIPE; TYP. )VIRE: TO SECURE CHAIN-LINK FENCE TO 'OST" 'IPE ;SLEEVE; TYP. =INISIHED GRADE =CTIWE NOTE: ALL WIRE FABRIC AND FENCE HARDWARE SHALL BE GALVANIZED FABRIC SHALL BE INSTALLED ON THE OUTSIDE F-010 N.T.S. 6 %DETAIL �.±m I0 15' 30' 60' 120' F-014 N.T.S. C _� TREE PROTECTION NOTES Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele) 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 tele) 434.531.5544 el alan@alanfranklinpe.com As r Z ■■��_ W •= Z ■_ W Q Q Q) 0— Q) W U v Q C 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 iCONSIST OF 2X4X8 PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND TREE SOUTHERN YELLOVN PINE BOARDS PLACED ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON-SITE. CONTRACTOR TO JUST ABOVE THE RtOOT 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 Steven W. Edwards 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 Tc E_ TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE RS n DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE �C 0= DRIPLINE SHALL BE DONE BY HAND, LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMAL BOBCAT FR 04 R / TRACT -HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT �y Cy AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION N+ AREAS OR WITHIN EXISTING DRIPLINES. F-014 N.T.S. C _� TREE PROTECTION NOTES Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele) 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 tele) 434.531.5544 el alan@alanfranklinpe.com As r Z ■■��_ W •= Z ■_ W Q Q Q) 0— Q) W U v Q C a c 0, a oz TH OF �) f o n�� 5 �2 C:c —0- Steven W. Edwards @a t'' Cert. No. 0931 U �C y 11 6-13-17 °2 .o Tc E_ RS n �C 0= FR 04 R LTH OF �� y Cy N+ Alan G. Franklin I ic. No. 35326lid W �s 6-13-17 w �R C�~� sI oa C1b ONA L �R y,a E� Ca C coQ. �u NC NR sC SCALE: 11130' oQ ISSUED: 23 Feburary 2017 REVISIONS: tn_ :�a -- 02-08-17, APPROVED BY BOS 1. 04-20-17, COUNTY COMMENTS 2. 05-19-17, COUNTY COMMENTS a� 3. 06-13-17, ACSA COMMENTS U) U �u m� SHEET:Q o s �a o`u nR m4 U We "R oa Tree Conservation Q'a � OW Vc Plan 2c _�gb s R OF 26°` dv 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 EQUIPIMENT 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 REIQUIRED. 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 MAY BE SUFFICIENT IF THE COMPACTION IS NO1T 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 SITUATIONIS. 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. I I N ME 11 1111 11 11, 1! l�� ill IL k : N Key ITree ICaliper TDR I �� TH OFEE �G' Tree Valuation Criteria O rc Steven W. Edwards Bond Amount " Owner ln\,estment ' ' Removal 3 ' Replacement 4 Project Value 51 Total Tree Cost 1 American Holly 12" 1000 3000 1500; 1000 6,5000 1A Red Oak 14'" 100f} o 3000 1500 1000 $ 6,600.00 2 Red Oak 20 ONAL 10010. 40; 30001 1500: 2000 7,540.00: 2A Walnut 12" X 0, 0 0 0; 0. $ _ 3 Walnut 113" v -C rn U 14)00 ........ 000;.... __ . 1500 500 .: 6,000.00 4 White Oak 18" SHEET: 1000 200 3000 1500; 3000 ,.$ 8,700.00 4A Cedar 14" 1000 3000 150r 500 $ .. 6,OOIa.010 413 Cedar 15", X 0 01 0 0 0 . 4C lCedar 10" X 1 0 0: 0 0 0$ - 5 Red Oak 33" 1000; 280 3000 1500 5000 $ 10,780.00 5A Red Oak 15„ 0 { ; 0. 0 0, $ _ 6 Red Oak 28" X 0 0 ..... 0'. 0 ...... 0: $ �A ll - -Holly 1.5" X 0 0 01 _ 0 0 $ _., 613 Rad Oak 10" X 0 0 0; 0 6C Red Oak 12" 0 {}; . 0 .. 0; 0; 7 White Oak 42'° 1000 _. M.... 2265 _... 5000 1500.7000 $ ,....._. , ,16,765 00 8 White Oak 36" 1000, 480; 5000 `1500 - 5000. $ _,12,980.00 9 White Oak 36"" 1000 1610 300& 3500= 5000' $ 12,110.00 10 Red Oak 24" X 0 0 0 01 0 1OA Red Oak 20 X; 0 0 0 0- 01 1013 White Oak: 40" X 0 0: _ . 0. 00,..$ ^ 10C White Oak 20" X 0. 0 0 0... 0 10D White Oak 20" X O 0 _. 0 0 U . 10E White Oak 42" X _0 0' 01 0' 0 ^ 1OF Holly 15,t X 0 t7 0; 0; _ 0 $ 11 Rad Oak 2411 X 0 0' 0, 0; 0 $ - 11A Red Oak 18" X 0 0 0 0; 0 $ - 116 Red Oak. 18" X 0 _ 0 0. 0 0$ _,... 11C Virginia Pine 15"X 0 0 0; 0 0 $ '11D Virginia Pine1.5" X 0 .. 0' 0. 0 0 $ - 11E Virginia Pine15" X 0 p` 0 0 0 $ _ ., - 12 White Oak 324' X 0 0. 0 0 0$ _ 13 White Oak 20" X 0- 0i _,.. _,..,..-. 0. ,__. ._,. . _... 0. 0 $ _. - 14 White Oak 36" X _ 0- 0 0l 0. 0< 14A Black Gurr�i_ 1,51i X 0 0 0" 0 0, 15 White Oak 30" X 0 0 0 0 0$ r 16 White Oak 36" X _ 0 0 0 0 0- 17 White Oak 42" X 0, 00 0' 0 $ - 17A Hemlock 8"" X 0 0._ 0_ _ 0 0$ 18 Red Oak 36" X 0 0 01 0 _ . 0_ $ 19 White Oak 50„ X (l: 0; Cl 0 0` $ _ 20 White Oak 24" X 0 0_ 0 0 0 $ _ 21 White flak 27 { 0 0 0 _ 0 0 $ 21A Oak NA X 0- .. 0! ......... 0 0, 0. $ - 22 White Oak 30" X0. 0 0: 0 0 $ - 23 White Oak 201"' X _ 0 0 0 0. 0 24 White Oak 4311 X 0 0 0 _.. 0$ 24A Oak NA X 01 0. 0 0 0 248 Helly 8" 00 0 0 0 $, 25 White Oak 33'" X 0 _ 0 0 _. 0. 0 26 White Oak 39 X 0 0 0 0 0 $', 27 White Oak 36 X 0 0 0 27A Hemlock 12" X 0 0 0: 0, 0.$ - 28 White Oak 18" X 0 0' 0 0 0 $ _ 29 White Oak 30„ X 47 Oi 0 0 0 $ - -- 34 White Oak 36 "" _. 1000 1690,. ,.. _.....,. 5000 1' .. 50)0. 70100; $ 16,190,00 31 White Oak 30° 1000 2295 5000 1500 „ ...7t7Qti .$ 16,795.40 31A Holly 8" X_ 0 0' _ 0 0. 0 $ ..,. . 32 '"White Oak 48" 1000 25001. 5000 1500 .,. . 70}00 17,000.00 32A White Oak 6' X 0 0' 0 0 0$ 32B Hemlock 6'" X 0 0 p 0. fl, _ 320 Hemlock 13, X _0 0 0 0 _ 0, 33 Red Oak 44" X' 0 0; 0 0. 0 $ 33A belly 10'4 X 0j 0' 00 0 $ - 33B Dogwood $" X 0 0 0 0 0$ - 33C Real Oak 12` X 0 O p 0 02W'�7 34 Red Oak' 2 X 0 0 0 0$ s.. 34A Cedar r, 10 X _ 0 0 ` 0 0 0 $ ^ 34B Cedar 8„ X0 r 0; _ 0 0 0$ _. 5 Red Oak 20'" X 0 _ O 0 0 0$ 3 aA lied Oak 10" X 0. 0 0. 0 _ , 0 ^ 35B Holly 6ir X _ _.. 0) 0 _ . . 0 ._ ... 0 0 $ ^ 35C Helly - 8" X 0 0 _._ .. _.. .0 0 0 $ 35D Holly la, X0 0 0... .,..... 0_ 0,$ _ 36 Walnut 27" X 0 _ , 0 0 0: .... 0.$ 36A Cherry 81° X 0 0' 0 0 .... 0 , _ 37 Locust 181, X O 0 0 0. 0; $ _ 38 White Oak 35'" X 0 03 0 _ 0; . .: 07 38A Cedar 8" X 0 ........ 0. 0: 0 0 ` 38B Red Maple }10i `.... _. .. 0.0. ,,.... a, 39 White Oak 48" X .,... ..... _.. .,,,.,.l.,.,, l3' .._ 0. _. .,. _..._. .. 00- _......». ......, ...... .. .... .. 0: ,.. < $ ..,, 39A Nally "' K 0 or 0 0 0 . 40 Cherry 18" X 4; 07 0 0 40A Walnut 10rr X 0 0 _0 0 0$ 41 Red Oak 27" X 0' 0 0 0 0$ 42 Cherry 22" X _.0. , 0 . 0 0 0 $ _ 43 Cherry iy 4" X : es o i ti $ 44 Red Oak 28" X1. 07: 0 0 01 O $ - 44A Cedar 15"' ii 0 0 0 0 $ 44B Red Oak 15"' X0 0, 0 0 0$ 44C Cedar 12„ X 0.... ... _ _._ .. 01 0 0 0 44D Virginia Pine is" X 0 _ 0 0 0 _.. 0$ 44E Cedar 20"{ 0, 0! 0 0. 0 $ - - $ 13,000.00 $ 11,360.00 , . $� 49,000.00 _ $ 19,500.00 _$ a1p000 00 $ _ 143,8 6rh U4 _a _ Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele) 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civi! and .Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 tele) 434.531.5544 el alan@alanfranklinpe.com SZ 010 OV a oz �� TH OFEE �G' 5 O rc Steven W. Edwards �° r Cert. No. 0931 .C.- 6-13-17 UU Ga �c9 oz OR E_ Rs n QC os i= R oQ TH OF C o Alan G. Franklin Uc. No. 35326 W US 6-13-17 �R �sIN, 0 ONAL QR e�s i C C V) CR RS Q Q, u V)C NR LC SCALE: 1"301 o(Q1 ISSUED: 23 Feburary 2017 's 0' REVISIONS: >al)c -- 02-08-17, APPROVED BY BOS V_ o= 1. 04-20-17, COUNTY COMMENTS °u 2. 05-19-17, COUNTY COMMENTS an 3. 06-13-17, ACSA COMMENTS v -C rn U uz Wa 5 W cV >,v �a °a SHEET: o; U% V)� S: C *'S .O1 WE U+ OV OV fl.R t6 Q �Q RS L vU 011 t. E Qa S Tree Conservation 0O� R Notes 12 OF 26°` „ s R 4u .i1 Mi A PVI STA = 14+00 PVI ELEV = 585.04 A.D. _ -11.04 K = 5.07 10+00 11+00 12+00 13+00 14+00 NICHOLS COURT PROFILE SCALE H: 1"=50' V: V= 10' 8' L 2% 40' ACCESS EASEMENT - 12' 12' 5' 3' LANE 9°I LANE SIDEWALK 70/ 2% rC� TYPICAL ENTRANCE ROAD- ECKERSON COURT $ SECTION NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. !t1 61 se 570 550 80 MM SOLIDER PERIMETER BANDING COURSE NO. 8 AGGREGATE IN OPENINGS - EAGLE BAY AQUA ERIC 4-L EAGLE BAY AQUA BRIC 4-L CONCRETE PAVERS CONCRETE PAVERS 3 $' MIN. THICK 31" MIN. THICK CURB & GUTTER. 2" NO. 8 AGGREGATE 2" NO. 8 AGGREGATE CONTRACTOR 'TO VERIFY AND INSTALL AS DRAINAGE LAYER, THE BOTTOM OF THE CURB 4" NO. 57 STONE` 4" NO. 57 STONE ALL WARRANTIES `EXPANSION 12" NO. 3 STONE JO➢NTS SHALL BE EVERY 20' MAX. AND TO THE DEPTH OF PAVEMENT. 12" NO. 3 STONE CONSTRUCTION JOINTS SHALL BE EVERY 10' MAX. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED PAVER COLOR TO BE DETERMINED BY OWNER AT 14 �< ) THE TIME OF ORDER. 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN COMPACTED AREAS. IF THESE DESIGN SPEEDS ARE SUBGRADE EXCEEDED STANDARD CG -7 IS REQUIRED. .R H.P,. ELEV = 582.1, H. $�. STA = 11 +20 W• P1 l STA = 11+20 0 PVI STA = 10+30 PVj ELEV 582.6E 0600 .;A.D. - ..8.00____ . rt A.ID. = 2.001 I K = 7.00 0 C6 K = 12.00 56' VC U LO j 24' VC Z W col @J �L9 590 --_____._ . ----_ . LU W __ ___ _ .____ __ _---- �; _----..... _. __- J O r CJO d O LC? + I LL O + r` -1- uy r 1 1 ; } L.P. ELEV = 5`76.52 # ! I i H.P. ELEV = 577.04 ( ! L.P. STA = 1 +98 1 I H.P. STS = 13+42.79_ _x . - - 600 ..........I _.._ ......,..-___ .._,__-_� .. _ _ ..........__..- r -- _-.__......,.._. .- -..--....... __.__PVf-STA = 1 +86 ( I PVI StA = 13+50 I 1 i PVI ELEV = 56A4 PVI ELEV = 577.32 } I 3 I A.D. = 6.00 AA = -6.09 K = 12.00 j _ I 1 CO i Cq K; = 6.89 1 { y i 72 VC 42' VC , I . - 42'_ �___....... ... __. _ __ ___ 90 co o ! = I VU > 5 o o >, u7 + w rn I f I LJ 1 I (N O I r ( J �� r> 1->I >.WJ� I-> +n +� + 0) W } CL + U LiJ LU IZ > 1J ul CY)u' �' + " j 1 � {__j 0- Z W Q I N� I �> r> f> { LII �I LL7 -- I --o - t- I > f -W UW I W 11 W H 4.00 /0 _ LL co U a w a W _i .__ W i _ i. - < W d a 580 _ _._ -- -- - -- I - - a o - - . --- . ;_. - - - . i --------_ _ __..' 580 I I 1coW r 1 2 0 i 1 >> a mZ ,,�00 j LJ �' 000 � I I ! �. - I- ___I_._ __. -. -- - __ 570 570 _ _ ___ .___. _ ____- _ _ _ _ _. __ ......... _._ ___.__ . ____ ____ --- _.. _ __ z Z EXISTINGI GRADE i j PROPOSED GRADE r V W I I rj I i 1 ! I ,{ - _i cfl _f. -___ .. .. .._... __.__.... ._...____.._ i -.. ....----.__..- -r -.-.....----_ ,. _...____._ i_..... ....,- _. __.... _. _ . _........ _...... _.. . _....__.. - --..__... ._.._............__. .. _ ..' - .___....._ . _. _---....._� 560 _ __.._ _ _ . _ -.. _. - - _ _. 1 60 _100 Im I00 i� i t" 00 M1 h'o I`y Oil r4 �Ji �IC10 NW pj C_\4"lr r`;� �I cp' In`` CO �I nI" %I ': pJ {�iO �l[�- �1CU �9� {�1tn {�1C'i b r LOir- Ioo �Iao lr,;ti ��LO �,LO LO SILO mfr, LO Ls �a I do y Ln Un I Ln l u� �n i u� u� (� I u� l �n `� _-..._.__ ... ........ _,.. -.._I....._ .......... .......... __.._..__..--.E.__.--_-..�-_ _..... ..-___ __.......___... _....__�__.. _. .._._.....,__ ........______�- __....... ._.. __....._..._ ... -__..... ... _. _--......_. ...__._i......_. ..... _....... ..__...... 10+00 11+00 12+00 13+00 14+00 15+00 ECKERSON COURT PROFILE SCALE H: 1" = 50' V: 1'"' = 10' ASPHALT/CONCRETE PAVING SECTION FLUSH CURB/EDGE RESTRAINT ' COMPACTED SUBGRADE: VDOT 21A SECTION ABUTTING PAVING GRAVEL BASE p_� PERMEABLE INTERLOCKING PAVERS VDOT 21A --✓C` GRAVEL BASE ` FILTER FABRIC 6" PERFORATED SDR -35 UNDERDRAIN (TIE TO STORM DRAINS) VDOT STD CG -6 NO. 8 AGGREGATE NOTES: IN OPENINGS 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. - EAGLE BAY AQUA ERIC 4-L INTERLOCKING PAVERS TO BE EAGLE BAY SWM CONCRETE PAVERS PAVE AQUA-BRIC 4 "L" PERMEABLE PAVER LAID 3 $' MIN. THICK MECHANICALLY INSIDE 80MM PERIMETER SOLDIER CURB & GUTTER. COURSE 2" NO. 8 AGGREGATE CONTRACTOR 'TO VERIFY AND INSTALL AS DRAINAGE LAYER, THE BOTTOM OF THE CURB SPECIFIED BY MANUFACTORlSUPPLIER TO ENSURE 4" NO. 57 STONE ALL WARRANTIES `EXPANSION 12" NO. 3 STONE JO➢NTS SHALL BE EVERY 20' MAX. AND TO THE DEPTH OF PAVEMENT. RADIAL CURB. CONSTRUCTION JOINTS SHALL BE EVERY 10' MAX. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED PAVER COLOR TO BE DETERMINED BY OWNER AT IS 40 MPH OR LESS ON RURAL HIGHWAYS AND THE TIME OF ORDER. COMPACTED SUBGRADE SECTION ABUTTING CURB 59' ACCESS EASEMENT CL _ 5' 6.5' 10 13' 40 1P. 13' 6.5' 1, 5' SIDEWALK LANE ME IAN LANE SI�WALK 2% 2% 2% 2% A TYPICAL ENTRANCE ROAD W/ MEDIAN $ SECTIONS N.T.S. 5' VARIES SIDEWALK 2% 59' ACCESS EASEMENT 12' 12' LANE 2% LANE 2% VARIES 5' SIDEWALK 2% B TYPICAL ENTRANCE ROAD- NICHOLS COURT $ SECTIONS N.T.S. 5 fl 0 Z I; 12' 12' VARIES (SEE PLAN) ,5' 7' VARIES 1 W EX. EASTBOUND EX. EASTBOUND PROP. EASTBOUND WALK LANE LANE LANE 2' MILL & OVERLAY PER VDOT WP -1 2% 2% NOTE 2'" SM -9.5 A VDOT' STD. -� MATCH EXISTING ' 3M-25 CG -6, TYP. PAVING SECTION 8" VDOT #21A OR PROPOSD SECTION COMPACTED SUBGRADE (WHICHEVER IS GREATER) RIO ROAD FRONTAGE IMPROVEMENTS N.T.S. 4" P-050 NTS 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4" 4000 PSI IF PRECAST. 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION A CURB & GUTTER. a "' 2' R ' 1":1' '♦-'~ 4. FOR USE WITH STABILIZED OPEN -GRADED 2" 5" DRAINAGE LAYER, THE BOTTOM OF THE CURB 3. CURB HAVING A RADIUS OF 300 FEET OR LESS AND GUTTER SHALL BE CONSTRUCTED PARALLEL T' A 'm "• & • >, m TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF PAVEMENT. RADIAL CURB. SEE PLANS 5. THIS CURB MAY BE USED WHEN DESIGN SPEED I ^., IS 40 MPH OR LESS ON RURAL HIGHWAYS AND (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN s' AREAS. IF THESE DESIGN SPEEDS ARE _ EXCEEDED STANDARD CG -7 IS REQUIRED. WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. SEE Qr � THIS AREA MAY BE CC)NCRETE OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT NOTE 4 AT THE OPTION OF THIE CONTRACTOR Lie. No. 35326 W THE BOTTOM OF THE (CURB AND GUTTER 6-13-17 MAY BE CONSTRUCTED PARALLEL TO THE INCREASE IN DEPTH. SLOPE OF SUBBASE COURSES PROVIDED A ONAL MINIMUM DEPTH OF 7"" IS MAINTAINED. 6" CURB & GUTTER (VDOT CG -6) ECTION .TOS. -•--� 47 N.T.S. 2" VDC)T SM 9.5A ASPHALT WEARING COURSE 3" VDOT BM 25 ASPHALT BASE COURSE 6" CONAPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE ASPHALT PAVING DETAIL FOR NIC'PHOLS COURT H AND ECKERSON COURT $ SECTION N.T.S. $ SECTION 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" SEE (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE NOTE t 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. 6" CURB (VDOT CG -2) All $ % SECTION P-048 N.T.S. NOTES: Q= 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. �� TH OF U 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. Steven W. Edwards En Cert. No. 0931 2" 5" 6-13-17 �� 3. CURB HAVING A RADIUS OF 300 FEET OR LESS `SPE SURFACE (ALONG FACE OF CURB WIL BE PAID FOR AS COURSE $ RADIAL CURB. SEE PLANS 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" I ^., 3" 4" FOR DETAILS (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) ---- SURFACE IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE _ 41 WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. SEE Qr � p% OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT NOTE 4 tC Lie. No. 35326 W IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN 6-13-17 or INCREASE IN DEPTH. 0 an ONAL �a :m ro 2 Ec 5. THIS CURB SHALL BE USED WHEN DESIGN SPEED IS NL OR Q GREATER THAN 40 MPH ON RURAL HIGHWAYS AND 45 MPH IN DEVELOPED URBAN AND SUBURBAN AREAS. oa ISSUED: 23 Feburary 2017 -�c yq _ ,SUBBASE` 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING r _ BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN v w 77" E= r E 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. a0 3. 06-13-17, ACSA COMMENTS �z Nu �c UNDISTURBED SOIL SECTION $ TYPICAL SECTION WEST OF ENTRANCE PAVEMENT WIDENING (VDOT WP -2)I N.T.S. DETAIL : r.s. Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele) 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 e] clan@alanfranklinpe.com ilk Riad Profile, S+�ctions end Details v Q= ob o5 I! oz �� TH OF U Steven W. Edwards En Cert. No. 0931 UE•t= 6-13-17 �� Uou `SPE 5 c mC ro Ec ro� �c o - ER �xlvx O OL R =i 41 Qr � p% Alan G. Franklin tC Lie. No. 35326 W 2L 6-13-17 or SI 0 an ONAL �a ro 2 Ec NL OR Q vU U)C NR SCALE: As Shown oa ISSUED: 23 Feburary 2017 -�c yq REVISIONS: >qI)c �n -- 02-08-17, APPROVED BY BOS 1. 04-20-17, COUNTY COMMENTS ov 2. 05-19-17, COUNTY COMMENTS a0 3. 06-13-17, ACSA COMMENTS �z Nu �c '2E �c c cu m:E �Q SHEET: s� 4 U+ U) - C S .03 vE Ua DJ U ou O -R �a E� OU �R oa Qa s Riad Profile, S+�ctions end Details v LS G 0� D G 0,01'r . .... ..... Ily, SD x X. 0 D.A. .07 AC C 0.90 Tc MIN. Edwards designStudlo, 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 tellel 434.531.5544 el alan@alanfranklinpe.com KEY: L F . .. .... -------- I3 SID H2 -D.A- TO' D.A. 0.60 AC C 0.56 Tc 5�0--M IN IIROOF/# 2 D. A. �09 AC C =e0.90 T 5.0 MI c 5.0 MI AR'&D-, [X� D. AC <<ROdF;# 1 D N. A. ='0.0)9 AC _j --- ----- - T 5.0 �M IN. c A I------------ ROOF/M << ROOF B4 D.A. 0.19AC 4-5 D.A. 0. 11,3Ad C 0.90 C =,-0.90 t4 KD "Tc 5.0 MIN. I TL; 5.0 MIN. 0 659 6, (A D N. I D D.A. TO SD D8 f D.A,. 0.24 AC C = 0.60 < T�= 5.0 MIN. D OZ5 AC D�K� 5.0 MIN 172-2/172-3 . . . ........ . C 0.85 ITc 5.0 MIN. SD D6 A 170S LFL- 3j ��-D.A. TO S1 DA 0.10 AC - -- ------- ---- C 0.70 T c 5.0 MIN. ROOF B1 C 0.90 D.A. 0.08 AC '�E Tc 5.0 MIN. <1 11 1�001` # 4 D. 0.09 *C I0.90, Tcl 5.0 MIN. L C A L D.A. TO SD F12 0 �,A < D.A. 0. 1 O'AC < /X _T - ---- C ��,G-50 -S-) r D D.A. ?.09 AC ROO # 3 -4/2-5 Tc- 5.0 MIN. D.A TO,,Sl) F2 2 <'< < "D A 4,;, , r Sul) �0.42 AC 0. 90 r�,,= 0,85 F r-sm Tc �.O MIN. Tc 5.0,MIN// I0M 11 'I' 1< < < ------ ------ BLDG CROOF < > D.A 0.09 AC Ic�= 0.90 ROOFB2 . . .... 11'Tc 5. 0 M I N. D.A. 0.22 AC SD C 0M. Tt - 5.0 Mft II__7 5 I---------- < �A' Tb,,st Z Ff 1 < < D�k 0.0 AC I X < - ....... . . . 584 ----- _ - --- G'50" . . . . ...... 7-7 < D.A. TO SD EX1-5 D.A. 0.52 AC 77t77 C 0.71 Tc 5.0 MIN. --- ---- ...... /-,- Ty CMrWD) SD L----------- .... ........ . .. . . . .......... T . ..... . .... . ... . . ..... __ ,_---__-\_1' I 1. I �a 5 00FA I I 4 m F- Z W Z LU Z CL U) 0 C a C OF PC. Steven W. Edwards Cert. No. 0931 -57 EO, r 6-13-17 8 du C' A E 1A OF Alan G. Franklin Lic. No. 35326 6-13-17 '00.&�. 5-C 0 Q C ON A L Q) ,E SCALE: 1 30' Oct r-' ISSUED: 23 Feburary 2017 -0.: REVISIONS: -- 02-08-17, APPROVED BY BOS 1. 04-20-17, COUNTY COMMENTS 2. 05-19-17, COUNTY COMMENTS 3. 06-13-17, ACSA COMMENTS -E SHEET: 0 C.) 26 EIC Inlet Drainage Area 2 Map Ic OF2 6 V used for curbs without gutter INLETS IN S M. P, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 0,00 ((ntensity is 4 in/hr for spread, and 6.5 irvhr for capacity and depth) 1),670:1 <a.37 543.10 542.90 12.29 0.013 1 63 Mannings Coefficient, n is 0.013 8.24 6.00 0,04 U. A3 A2 0.00 0.00 0.000 Inlet 0.00 Hydrology. Curb and Gutter 5,87 639.80 .639"(73 Inlet 0.013 1.01 15 6:48 5.00 6.25 A2 Al 0.00 0.00 0,00107 0.000 W 0,003 _. 5,87 037 538.30 63.61 0.013 0.m I 15 6.431 5.00 03.21 ob Al Pipe run: D 60-4 0.00 0.00 0.0070 Q-000 0.010 Q,43O 4100 6,87 533,20 2 E 0.013 ° ' .51.56 5,430 0,0°3 D7 D7 C,`6 CU a) 0 0 C 0, 25.11 {7.;.722 5,00 5,06 6.67 6.615 V 1.68 2.14 .-z 0 557.72 2.3.50 7a,0s 0.013 0.013 - 0. 6,85 200.25 6.83 10. 21 Q.06 1.13 a.. F7 e, 75 0.85 y 15- = 6.60 ,ra cn 557.62 554.01 63.67 0,013 5A 7 x'. 25,01 13.64 0 (16 includes D6-1 & E1 & roof #3 G037 o 0.15 0.83 `� 1.682 5,26 6.58 = e r 9 552.35 546.25 Ga �3 " 18 14 is sa 0.05 Cl)C�'7 474 F4 UO Q.Oo 01.4704.3 e :-^ 0 0x.513 0,0,0 13.543 552.25 551,75 U- 0,013 0 24 22,62 7,90 C6- includes 134-1 < 134-3 a 0.82 :. 07134 5.007 >A2 0.93 E Inlet not in sag curve, longitudinal approach grades are as indicated 559.26 27.17 0.013 11.00 1 15 21.43 10.19 0.04 D4-3 134-2 C ALL 4l 17 17.82 10.1391 04.,.,6 {1:00 0'56 0.0458 43 i 0.020 2 0 3 0.08 0 4 500 .1 '1:83- 6.65 0,00 ' Oi 93 carryover fr rn & fi 442 � 52 D1 -2A 2:2 Cott @ i = 5.5 in1hr = 0-91 15 9.1:3 5.69 0.39 41.34 O.s705 8:54 01.23 0.45 0.104 0-7443 5,43 6.52 O-643 1.58 554.50 553.77 43.23 Ula 1;69 15 839 4.41 Inlet not in sag curve, longitudinal approach grades are as indicated flow from F2-1 114-1 D4 0).19 0.75 0.143 0.185 5.60 6,47 0.92 2:49 ALL 0.17 0,82 10,1391 0.0200 0,0200 2.0 0.0830 4.1500 2.45 15 6,38 5.49 0.18 D4-4 DQAA 2,2 Qt @ I = 6.5 inihr { 0.91 0.83 03:316 13.197 5.001 0,38 0,005 8.30 556;88 554.01 37.49 0.1713 LEFT 0.06 10,75 10.0451 0:18 1 0.00 0.18 €1.0010 0.0200 2.Q 0,0830 1 4.1500 1 3.80 RICHT 0.13 0.75 1 17.093 I 03.39 1 03.00 0.35 17.0010 0.0200 2.0 0.0830 1 4.15003 6:25 carryover from D5-1 D4-1 D1 -2A 2.2 Qt' a I = 6.5 inihr = 0.9 D6-2 07,16 0.71 0"114 UL= 5,010 8.24 0,76 47.76 566.50 564.66 Inlet i c curve, longitudinal r a r r_ 'n E rest n sa a eapproach eh edea are as I 9 �PP 9 indicated 0,010 _ . 15 -- 4,92 0.24 06-2 D6-1 03,26 0,65 ALL 07.21 0.35 0:187 10.65 0.474) 0,5:5 4}.0200 0+.0200 2"0 0.08301 4.1500 t=2.=35 1.11 1,M 561,66 559,82 carryover from D6-3 606-2 E74 2A 2.2 Qt @ I = 67.5 inlhr = 0.L' 8.45 01. 0.73 06-1 Pare run: E (7.33 0.47415 8.24 0.1134 04.547 5.,31) ..5; 1.21 .3:59 559.72 558.32 13 .50 4).{713 f 15 12,83 8.547 Cs.037 Inciwdes reef #1 (03.09 ac) 'inlet not in sag curve, longitudinal approach grades are as indicated 172-1 011.54 0"85 0.<159 6,4x501 2.00 €3:8,7 3,067 3•.06 578.05 577"10 ALL 1 U8 `10,681OA901 0.76 1 OM 0.76 61.0209 01,4)24747 2.0 1 00830 4.1500 140 5.60 0.22 172-1 E1 Dl -2A 2.2 Qt l = 605 inihr = 1:2 0756 5.22 6.59 1.96 0,37 0.006 9.96 73.16 0.01,E 557 18 . � '4.567 11.05 0.11 1nloudes roof 03 &134 Inlet not in sag curve, longitudinal approach grades are as indicated ALL 0,52 0.75 0.300 1.56 O.QO 1.96 0.0270 0.0200 2.0 9.08347 4.1500 9:91 7:34 2.224 572.18 - EX1 DI -213 4.0 Qt 1= 6„5 inihr = 2,5 (3,57 10.136 0.10, 0J 44 C1.0Q7 18.59 10.90 1 -S,474i 6Z7 1OA2 1 0.42 1 573.00 1 571;50 1 188:00 0.013 1 0.3(7 1 8 TO R1.0'ROAD// 1 fJ /� ,✓ � � � 4 J I � 9j;7 o%' l _ I i` f' l - l COORD' NATE OFF -SIE CONSTRUCTION SC EDULE TO ;/ 1 MININMIZE DISRUPTAON OF 1 HERITAGE HALL INGRESS/EGR+ESS RESTORE PAVEMNT AFTER CONSTRUCTIONS 20' DRAINAGEi& % EASEMENT, TYP. r f ° (EXISTING,) � I ,...-- PIPE DESIGN TABLE n = 0.025 for CMP n = 0,013 for FRCP n = 0,01 for HDPE Pike Hydrology 07.00 Pipe MOO 0.04)j 0,00 47,1.10 1),670:1 <a.37 543.10 542.90 12.29 0.013 1 63 15 8.24 6.00 0,04 U. A3 A2 0.00 0.00 0.000 0.000 0.00 0,00 91 5,87 639.80 .639"(73 76.43 0.013 1.01 15 6:48 5.00 6.25 A2 Al 0.00 0.00 0,00107 0.000 0.00 0,003 _. 5,87 538.93 538.30 63.61 0.013 0.m I 15 6.431 5.00 03.21 ob Al Pipe run: D 60-4 0.00 0.00 0.0070 Q-000 0.010 Q,43O 4100 6,87 533,20 2 E 0.013 ° ' .51.56 5,430 0,0°3 D7 D7 C,`6 CU a) 0 0 C 0, 25.11 {7.;.722 5,00 5,06 6.67 6.615 V 1.68 2.14 .-z 0 557.72 2.3.50 7a,0s 0.013 0.013 - 0. 6,85 200.25 6.83 10. 21 Q.06 1.13 a.. F7 M 75 0.85 y 15- = 6.60 ,ra 8 98 557.62 554.01 63.67 0,013 5A 7 x'. 25,01 13.64 0 (16 includes D6-1 & E1 & roof #3 G037 o 0.15 0.83 `� 1.682 5,26 6.58 = o ' 553.91 552.35 546.25 0,013 3.10 18 14 14.08 0.05 in ludes D5-1 & roof #4 474 F4 UO Q.Oo 01.4704.3 MU 5.32 0x.513 0,0,0 13.543 552.25 551,75 U- 0,013 1.0707 24 22,62 7,90 all includes 134-1 < 134-3 a 0.82 :. 07134 5.007 >A2 0.93 E 1 559.26 27.17 0.013 11.00 1 15 21.43 10.19 0.04 D4-3 134-2 40.00 0.00 0,000 0,139 5.04 6.65 0,00 ' Oi 93 557.26 554.60 133.13 0.013 Wipe run: A A4 A3 07.00 0.00 MOO 0.04)j 0,00 47,1.10 1),670:1 <a.37 543.10 542.90 12.29 0.013 1 63 15 8.24 6.00 0,04 Qfrc�rtadetention comps tbd A3 A2 0.00 0.00 0.000 0.000 0.00 0,00 0,00 5,87 639.80 .639"(73 76.43 0.013 1.01 15 6:48 5.00 6.25 A2 Al 0.00 0.00 0,00107 0.000 0.00 0,003 0.00 5,87 538.93 538.30 63.61 0.013 0.m I 15 6.431 5.00 03.21 ob Al Pipe run: D 60-4 0.00 0.00 0.0070 Q-000 0.010 Q,43O 4100 6,87 533,20 537.80 7.67 0.013 5:22 24 .51.56 5,430 0,0°3 D7 D7 C,`6 0,24 0.10 0,60 0,74 47.144 0.070 0, 25.11 {7.;.722 5,00 5,06 6.67 6.615 0,96 C1"47 1.68 2.14 565,7556-5 565.40 0 557.72 2.3.50 7a,0s 0.013 0.013 1.06 9.3=4 15 15 6,85 200.25 6.83 10. 21 Q.06 1.13 flow from F8-1 F7 06 (7:12 0.85 OA02 1:31_{0j 5.18 6.60 07.017 8 98 557.62 554.01 63.67 0,013 5A 7 18 25,01 13.64 0 (16 includes D6-1 & E1 & roof #3 075 D4 0.15 0.83 0,125 1.682 5,26 6.58 0,82 11.0+6 553.91 552.35 546.25 0,013 3.10 18 18.51 14.08 0.05 in ludes D5-1 & roof #4 474 F4 UO Q.Oo 01.4704.3 MU 5.32 0x.513 0,0,0 13.543 552.25 551,75 50.00 0,013 1.0707 24 22,62 7,90 all includes 134-1 134-4 134-3 07.17 0.82 0.139 07134 5.007 6.6r7 0.93 093 562,25 559.26 27.17 0.013 11.00 1 15 21.43 10.19 0.04 D4-3 134-2 40.00 0.00 0,000 0,139 5.04 6.65 0,00 ' Oi 93 557.26 554.60 133.13 0.013 2.0301 15 9.1:3 5.69 0.39 D4-2 134-1 01.23 0.45 0.104 0-7443 5,43 6.52 O-643 1.58 554.50 553.77 43.23 Ula 1;69 15 839 4.41 0. i6, flow from F2-1 114-1 D4 0).19 0.75 0.143 0.185 5.60 6,47 0.92 2:49 553.67 552.35 52.52 0,013 2.51 15 6,38 5.49 0.18 105-1 05 -1-0 14 0.83 03:316 13.197 5.001 6,67 0.77 1.31 556;88 554.01 37.49 0.1713 7.66 15 17;37 6.27 QAO includes roof #2 (0.09 ac) 036-3 D6-2 07,16 0.71 0"114 Q. 114 5,010 63 67 0,76 47.76 566.50 564.66 72.00 0,010 2.56 15 1033 4,92 0.24 06-2 D6-1 03,26 0,65 0.159 0.283 5.24 6-58 1.11 1,M 561,66 559,82 29,59 0,013 8:'22 15 16.11 8.45 01. 0.73 06-1 Pare run: E 06 417"27 0.68 0.1134 04.547 5.,31) ..5; 1.21 .3:59 559.72 558.32 13 .50 4).{713 3.94 15 12,83 8.547 Cs.037 Inciwdes reef #1 (03.09 ac) E3 G4 bn-]7 0.75 O�APA 0.184 5.00 6:07 1.25 `1.25 571.87 571.57 15.00 0.013 2.00 15 - 9.14 10.34 x7,02 - included Bldg C roof E2 E1 E1 D6 03.045 0.25 0.65 0.65 4}.'47.9 0.103 0,227 0.31311 J-02 5,21 6,86 650 0.20; 1;07 1.351 2.57 568.57 560.64 563,64 557:72 901.73 29:59 0.013 o.0113 ? ,43 9.87 15 15 15.0n 20.29 7,96 '13,38 9.19k 1 0.04 nine run: fu I 436 G4 07.00 0.00 0.000 Q 000 5.00 6,67 42.007 42.00 560.00 559.10 40.27 0.413 2.23 30 x:1.32 4.33 0.15 Q1040 from detention comps 434 G307.00 _ 07,03 0.00 0,000 0,000 6.00 0x,355 01.00 42-010? 559,00 557.50 7573 0.013 1,98 30 _ 57.73 4,33 03a<a G3 G2 0),00 x3,00 0'.000 !7.'00+9 1,29 6 243 0,00 4'2.00 557:40 5465.$0 230.43 0.013 4.60 30 $7.97 6,19 0,62 ob G2 Gl 07.00 0.00 0,000 OZO 6,91 6.09 0.00 422.00 542.80 540,470 68,62 0.013 4,08 30 82M 11.25 03.11° F8 F7 03.26 0.65 0.169 0.5,`3 �.:2 '` Y 6.4,3 1.09 3"78 576.47 575.18 1 236.11 0,013 0.55 24 '8.72 4,57 1 0,8-6 flow from F8-1 F12 F11 I 07^10 0,50 1 R050 0,050 5.x0 1 F, 457 01.2333 1 0,33 578.50 1 578.19 31.00 0,013 1 im 15 648 1 4.99 0.1 �< F11 F1.0 07,03 0.50 01.015 U65 5.10 U3 +5110 1 OA -1 578.439 1 577.82 27.40 47.1113 00.99 15 6.41 7.85 0.05 6 F10 F9 .07,14 0:65 0.091 47166 5.15 6,61 MO 1.073 57712 577.25 52.80 0.013 00.89 15 6_09 3.49 0.:255 ob F9 F8 03.10 0.65 0.0435 0 2�'1 2 5,411 0 ,2.5:3 4a.s�i�2 1 44 577,15 6576.57 76.58 0.4r`I3 4-76 15 �.1k2 4."13 0 31 F8 F7 03.26 0.65 0.169 0.5,`3 �.:2 '` Y 6.4,3 1.09 3"78 576.47 575.18 1 236.11 0,013 0.55 24 '8.72 4,57 1 0,8-6 flow from F8-1 F7 F07 03.36 0.65 0,234 0.322 6,58 6,18 1,45 5,08 575:08 574.58 99.80 0.013 0,507 24 16.51 5.44 47:31 F63 F5 03.00 0.00 0.0000 11.822 6,69 6-10 0.00 5.01 574.48 573.81 135.30 0.013 6.50 24 15.92 4.13 0."5 F5 F4 03.09 0:65 0.00541 0,881 7,44 5.95 0,35 13.24 573.71 573.00 140.69 0.013 O. 50 24 1607 4.557 0.511 F4 F3 07.20 4).65 0. 5047 a Oil 7.96 3.T32 P 4D,e6 5_88 572.90 572.5 103,33 0.013 0.547 24 16.05 5.44 Ct.3,.., F3 F2 433.34 0.65 0:221 1.232 818 5,74 1.27 1,07 572,25 571.70 109.33 0.013 0.050 2 4 143.431 4,57 r h,3 7. � F2 F1 03„49 0.65 0.319 2,306 8;68 5.65 7.84) 13.03 571.60 571,50 17:00 0.013 0.59 24 17.35 5.44 0.015 flow from F2-1 F8-1 F8 Q3,22 17.90 0.193 1 0,198 5.00 6:57 1-A2 1,32 577.26 576_57 69.00 0"013 1.00 1.3 1C00 4,41 0,26 Inlcudes roof 61 & 132 F2-5 F2-4 177.42 0,85 0.357 0,357 '5,00 0:0x7 2.38 2.38 579.75 579,45 27.65 0.013 IM 18 10.34 4,94 0.1179 F2-4 F2_3 Q3,00 0.85 0.000 01.357 5.09 61.63 05..470 2,37 579.35 578,65 70.69 0,0133 0,99 18 10,45 4.78 0,25 F�-� ��®2 03.047 n.�Q i' O.w47Q t" u.�-�kl �r .,.�, �.�; �.�� .: � 3 578.55 57°.15 3 �.2� 4�.471� �.�;� 18 "',u 1 r.t , 4.83 � C,1u 172-2 172-1 011.54 0"85 0.<159 6,4x501 2.00 €3:8,7 3,067 3•.06 578.05 577"10 75.30 0.013 1.26 18 ll 80 5.60 0.22 172-1 F2 017.33 0.90 0.297 0756 5.22 6.59 1.96 4:98 577.00 573-C 73.16 0.01,E 557 18 . � '4.567 11.05 0.11 1nloudes roof 03 &134 Pipe run: H FQ H1 0}.60 0.561 Pipe run: X {townhouse roof drain) 0:;.336 5.336 '5AO 1.5`,7 7:34 2.224 572.18 1 57.1.50 1 65.75 0.013 '.73 15 (3,57 10.136 0.10, X2 701 1 07.07 10.90 1 -S,474i 6Z7 1OA2 1 0.42 1 573.00 1 571;50 1 188:00 0.013 1 0.3(7 1 8 1.08 14x^86 Q-'.29 Pipe run: J K2 K1 11.15 10.55 07633 0,633 e..o0 6167 4.22 4.22 555.04 554.00 98,15 0.013 1.132 15 6:52 10,86 OIL I I I i 1 1 { - - RIP RAP LINED CHANNEL �1 2 DEPTH W/ 2:1 SIDE SLOPES TIE TO EX. CHANN L __. �XISTIN f / INAD 2O 411 -- EXISTING SUMP SERYES;AS T ( OE -FACTO LEVEL SPREADER LOCATION OF CONCRETE1 I AINAGE STRUC3THPr: OF� ! r UNKNOWN TYPE OFF-SITE STORM IMPROVEMENTS - (CHARLOTTESVILLE HEALTH & REHAB) 1 TE N 0 25' 50' 100' 200' STORM STRUCTURE SCHEDULE Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 teles 434.531.7507 e) steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 tele] 434.531.5544 el alan@alanfranklinpe.com Z W 0 Z �^ Z V L Q 1� Q) >J Lam.. W /U) O � Q c n c bAT Ox Ox Ob_ O� a OZ OP j�� c- o��LTH V" cC Steven W. Edwards M r" Cert. No. 0931 U� ss 6-13-17 f� o b ou �c-1 0 �a PE ARS �< roC Ec za ron o_ Ea o= TH Op U i .. y �o Alan G. Franklin Lie. No. 35326 W Ms 6-13-17 w °� M. o a �IONAL tc �u Ta Ec c c% mR Q.E �u � SCALE: As Shown r-Qa ISSUED: 23 Feburary 2017 REVISIONS: �Cl)c -- 02-08-17, APPROVED BY BOS uC a0.5 -= 1. 04-20-17, COUNTY COMMENTS 2. 05-19-17, COUNTY COMMENTS ob 3. 06-13-17, ACSA COMMENTS Nu z �0 5 U) E a .Q SHEET:Wc 05 N- C S �5 NQ 26 nR m$ �a ro� EC Drainage 357 u a Qs Calculations andZC Storm Profiles Ic OF 26 V) b +J c �� C R QV ---r- - - - -- ---- ----- - -- - - - -- ----- -----I-- --------- - - - !, SD -D8 I , I i I I I i I I i I I I ; I I I i STA 12+62.671 � ; . I I I i NOTES: q I I I 4 � � I I i i l VDOT STD Dl -?B I � ! � I I 1. VDOT STD IS -1 (INLET SHAPING) TO BE PROVIDED 1 1 i � i ; I � I ! (8' THROAT) 1 1 ; i I I ON ALL INLETS. I I . 6 1 1 � 1 � i I . 'I . I � I I RIM 572.50 ! r 1 2. VDOT STD SL -1 SHALL BF PROVIDED ON ANY � I I i I I . Jl- ... ........ . __ INV. OUT 565-75 __ ___ ____ 600 �- -DRA-IN-A,GE-STRUaT--URE--TALLER-THAN-1-2� ------- _i-________ ....... _1_1111111_11__� ....... . . .. ...... __,____, -4___ - ....... ------ --_____-__------r - -------------",-,-,"",",�--",� .............. . . ....... . .... - - 2 i i ; I �, I SID D7 � _ --- -_ - -_ 1600 i - _____ _____ ______r___ --- - - ---'I--- ----------T-,- - -, � , : i ; I I � ; I I I ! i I I i I I x I : i i i I I I I I STA 12t39.17 � 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 . t I I I I Z I VDOT STD DI -213 i I ! I I i � SD -D4 I I I i I I I i i i I i i i I I � I I i . I I I i f (8'THRqAT) : I i STA 10+417.19 1 1 I I i i 1 I � i I I I i I I I i I I I I � I RIM 572�50 � I I i I i . I i VDOT STD MH I ! I i 1 I I . I I i 4 � . I SID D4-4 I � I ! I I i i f . I RIM 559.68 I INV. IN 565.50 i I I I I I I i 1 1 I 1 q � I i I STA 12+55.59 I i , , l-- _________________j� ____________ __I ... 11.11-11-1 - - --------------- 1- I'll, . ... . .. ....... --- -------111.1. ---�-111.11.1111-11-111,�Ill'-""".-,�.11.11.1.11 .. . ........ , . 11.111--_ -111-11-111,111-1111,ll,"-""---"""I - ___ --,----- - - 11______1__ "I'll"�ll,�l-",",-,--��,�-,-,-.,",-.� - - ------ __ ------I---- - - _,___,_____ ____-__---I _____ - -- -- ---------- "',""',_ .... _ ..... . ____ i --- ____ - - - ---,"",--.-,"-,--,ll,",----� ...... . I . ; I _______ _____ ___ - � � � i I 11--11 .... I ------. - ____ _,__-r__----,_---_ - _.... 590' � INV. OUT -565.40 1 590 590! 1 ---I ----- --- - ------ 4 I � I I INV. IN 5'52.35 (D) � I i 1 SID D4-2 I VOOT STD DI -2A i i II I ! ! I i ; I � I I ' NOTES: [ __ ___ , " --------, _ I - - ' I . . i I SD -D6 1 1 i i I . . I I I . . i ; . i I . i ; i ' i - I i I . OVIDED ON ALL INLETS. I INV. IN 552.35 (D4-1) STA 10+95.75 (ZITHROAT) I 1. VDOT STDiIS-1 (INLET SHAPING) TO BE �R i I ; . I I i I . i . t l I . RIM 571.25 . 1 2. VDOT STIDISL-1 SHALL BE PROVIDED ON ANY DRAINA E STRUCTURE TALLER THAN 12'. � INV. OUT1552.25 i STA 11 +611. 1 1 i I SID D4-1 VDOT STD PI -1 . I l � i I i t I I I I � . i I I i 5 i 1, I STA110+5Z52 I RIM 558.1 0 1 INV. IN 562.3 i i I i i . VDOT STP DI -21B i i I . i I I I I - ; I I i . i . I - SD -Al i I SD -A4 I I I (6' THROAT) i i VDQT STD DI -2A 'I E INV. IN 554.60 INV. OUT 562.25 I I i i ; STA 11+46.54 I � � I I I i I i i i STA 1 0+00.00 ! . ' I i I I i ... .... 1-11,111,11111'' SD -D5 � RIM 564. 11 EX. (2_'_,THROAT) � I INV. OUT 554.50 I I I I --1__---__ - - - - - '_-,----I - - -- ----- --- - -11,11,111,1111---- -1-1111111-11-111 __ - - "I'll'-�ll,��ll,",- __ � I ------,-. _ -,-_ ___ ___ ___,_, _ - _ - ___ - ----- _1111-1111-11-1 .... . ... ..... . ..... .. "I'll'I.11.1�..--.,.�--l.-�-111,11111-1 - - -- __- - - -1-11111.1ii- --- __ . . ....... . ....................... I'll ------------...--..-...----------,,.;VDOT,.STD-."IIMH�-1,-CON,STR�UGT-E-D------------ --S-W-M_OUTLET570 ' -_ I --�� 580 580 I I T__ - _____ - -_ __ - 1 1 1 I 4 INV. .72 (D) RIM 559.57 1 I I I I 5701 __ ___ - "-'- ___ - ___ I I i I i 580 - D TSTA 10+97.4 1 IN5 -----"-----' I I 2&D1 I I � I -- ! . I I I ' STRUCTURESI � . I . . ON EX. 24",RCP STUB I _� 1-- I I ; . I . I i VDOT STD DI,2B INV. IN 557.72 (E) ; INV. 553.77 I I SID D4-3 . i � HAVE BEEN 51LIMINATED I i I I . I I RIM 544.00 � (SEE SWM DETAILS) I ) 1 1 i I I . ! ' i I �, I � i i i I . (6- THROAT INV. OUT1557.6.2, I INV, 'OUT 553.67 1 I STA 12+2�.42 . I i I i i ; I i I � I i ; I I I I I INV. IN 538.80 � RIM 551.63 1 � -_ I PROP. GRADE I I i I i I I i 5 � I I 4 I I I I I RIM 561.01 1 � 1 1 I I ! . VDOT STD MH � I INV. OUT 5�8.20 (EX 24") I i INV. IN 543.iO I � - i � i I I i I ; 4 1� 4- I I I ! I . I . . I E I _�. I I !INV. IN 553.bl (D -1) , - I I ISID D4 I I RIM 564 I . - r .06 - � 11 INV. OUT 54�.110 ,'SD -D3 � j I i I � I I - I ; I . i I - I I I j 1P -7 I I ,- I - - . i I ! I I - SD -A2 I -- - __ - -_ I-, , E T��A - - 1 0±1 ou-01 1. � I - I I I I I INV. IN 553.51 (D) ,- ' � TSTA 10+00.00 . I I INV. IN 550.26 1 I I 11111 1-_11_____-1____-1 .... _ ... .. I - 1-1111111-1.1 ,___-, . .............. �,-,-�'I'll,�---,-"�'ll"�ll,�- -_.1.___._1 ------..,--�-.",--.--,---.--.----�-- __ ___________ . ... ...... . �_______ - - - --------- ____.__,__,__ .... . ..... � ................... . ......... ___ . . .. . ........ - ___ , � .. .... . ...... _ .... 1111111-1111 __ 1-- -1-11-1-1-11 - ---.11-1 -------- -___-.__1__---1-___._ -1.1-11I.- 1- . ........ .. � ... ..... . - - ___ - - -------_--- - _____,_____.__. ___ . ... ...... . -I � --------�1-111,�,-,--""",...,..-."-"I T --- I— - - __ ----------- - -- L -------------I 570 570 1 C 11 5601 ; 1560 570 i . I i I STA 10+63.61 i _[_KV.� ---- 6 u _T5_ -5 -3. _� "_ -'- I I I ! ,CONTECH I i I I I I VDOT STD MH INV. OUT 657.26 - -- 1 I I I I I 1 EX.GRADE I , ; � j I t i 1-1 i i - - - 3 Z i I I I 5 i I i I i I 4 VDOT STD. MH -1 1CMP RISER I q 1-1 � I i I iRIM 559.08 . . - ___111 I I I � I I I -_ I I I 1 1.5'± i I I I 1 PROP. \ - i I i I i -_ D 11 __\ - I RIM 50.50 �, _-1 J_ 1 I i I T. -, - � . i l !INV. IN 552.35 (D) . - +_ i i I I �, i 1 1 S,EKARATION-- I i I I i - i I 4 i i - - - - i I I � IINV. IN 552.35 (D4-1) , i i I i i INV. IN1539.03 - INV. IN 551.79 1 1 1 I-, ! I I I ; . I � � - I I I I i �_ i l " r N I ; ; - I i i i I I I INV. OUT 552.�5 "I I I i INV. OOT 538.93 / 111, i i 1-1 1 1 ; ; : I 1 I 1 i i i 1-1 i 1_� I I I 1-1 i i I i / _-, , ____ - - - � ... � - - ----- --- T - -------/-- . �, -1 ,_ .... . __ .. . . ...... __ . ... � I 11-111I.-.1 . . ........ I --- ,_, __ ,- ______._ ... . ....... . ..................... -,-- __ ___.- ,.- - -�----i-.----.---.-"-,,"--,-,,-",-,-""-,-Ill'-'I . ...... � ... _�___ - ______._,_____ _-- 1_____________________ __ __ - ---- ---- - . .. . .......... - - -, " l ____�_, _ ___ _ 1 1 I r__1 - ... .. .. - �__ ... .. __ , - - - --I U_ - - - __ - I _ _.. . ....... ... .. _ - ------ . .... . .... . , i � . I,--- -11-1-1111-1 .......... __111-1- 550', -- ---------- -------- - ---- - __ _____ - i 550 5601 11 '� � ,-I- __ _____ __ i . 7!!!-- E � I -_ ; I ; I I I I :>- --/ 60" 0 SW I I __1 0 1 2 ' 0 LF OF 15" I '111--___ -_ - - - I � i i I i __ I - - - I Ili 0 i I :� I i �__ -11 1 3 PE i I � I - I � r0*7 I H61� @ 1.06% 1 ! 1 21.17 LF OF 157 1 - - -`I�F]241F OF 15't-� DETENTION 1 63. i t I I � I --� - - I I - I 81 I i I I 1 1 " I RCP @ -1.6 ',h.-_,' NETWORK 50.25 LF F I I i ii� i I HDPE @ I 1.000/p 1 3% 1 0 0 U) I 4, ± i . I I I i ib� i I I i I I I I 1HnPE - W I � I - I I 1 I ! - - - - I = I 0 SEPARATION i . I I I I ; i I � L� OF 1150" I i I i zt � ! I 1 I 76.43 i :;:t i 43.231 LF OF 15" _E�2 �j - W L_ I -_.L -----.1111-111---J __--_1-1__-___ - - - . .... I I I _.=� 15" I 0 J - ____.________.__ . 5; I - I I a I i - __ _ - ___ __ - 63.61-L - - 1-11-1-_ ___ . . .. ........ 1.111- I - 7�=-:- - ___ --i ___ . . ............. . 2.10'+ 1 0�____ __ ,'< ... ... _,__--,L- ..... . . .......... � __ - - ---1-1111 ........... ... � ... � ........ - I- -,--------�--""-"----�--"-,----', ' ' ' ' I , ' : I � I I �� ' � ' ' I : I 1W __ __ __ - . HDPE @ 1.69% I a I - - ' I I - I I T_ I I .I. ' � � , ; I I , , V . ' '�r I ---- ---I, ---L _RC P571 .01 % "-..-,-,""" ...... . ... � .... 11-111111-111-- SEP P _�AT_l 6 N" UJ q Z I I ! Z i I � ! C 540 � I 540 550 1 -_ _______dJ __V) ______ - - I ---------------I 550 5501 1 - I 1 60" 0 SW :)A , i I I I i � I I � I i I , ---R-cp@ 0.99-/. � LL i I 5 i � I � I 1� . I ::i � I ! I _j 52-52,117 OF 15" ; I - � I , 0� � I i I . P! I I I i I I 1 DETENTIO � I � -:i I 0� _j i 0� 0, I i 1 O� ; I i � . � I I I I - i i , uj I i I I I - I , HDPE @ 2.51 % I I i I I ! W I W i !W I I i I NETWORK I � � t § I i i , � I i i ; , _ , " - I I I 1 2 Q� I F_ , I i . 1 � _ I I I p 1i__ � I i i I UJI i 1.0, ±1 I I i ; i < I I I . EX. 24" RCP 1 SD -A3 1< I I I I ; I I I i I � I � � 2: 1 I I I � 46.00 LF I F 24"' 1 I Cc� 5.2% __,�2 ( I I I ,�� SE ! i i I STA 11 +38 1 n �: 0 1 37 P � I PA, RATION I I t I HDPE @ 1.00% 1= W i - � ! 1 1 (n i Cq I = i 1 = I i ___ I I - - - - - - - - - - ___-- __ i 11-1-11111-1---, I t 11 .1 ----- - F____ ______� __ -,---"- __ � __ ......... ----,--�----",-,,.,"""""",-----"",----,""I ........ ! i I -1-1- --1-1-11- -------i 530 -..---.,-."""""",'ll"��-----f,� ............... ______ CIO --i __ ------- - - __ --I Ln �11--l",�,,�'ll""I'll-I'll",��Ill""-� --"""�--l�1-11,11�ll,",---,-��,�I . .... . ...... � ... � 5301----- __�______ VDOT--ST ".H-4---------- .-,--.�'ll-I'�-1111---L--�-----�, ____ � � _� - . ; 540 5401 __ 1 , 1 1 � I I i i I i I I I -� 1 540 i I - -------- -- I i i . I l � RIM 550.20 1 � 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 � 1; 78.06 LF OF 1 41 i I I i I i I l ; I . � NOTES.- . I i I I INV. IN 542 19.84°, 1 1 I i i I I ! I i I I I p i I i I r i i I I INV. IN 539t i FROM ST l 4'),, I I I I i : i i , QRMFILTER) I I I HDPE @ 9.8 , � � ! I 1. VDOT STD IS -1 INLET SHAPING) TO BE PROVIDED ON ALL FILETS. i I I � ! i i I I i l t I I I i 1 INV. OUT 539I.80 1 I I � I I i I 1 2. VDOT STD SL -1 SHALL BE PROVIDED ON ANF DRAINAGE STRUCTURE TALL ; . I I i I I I . i i I i I i I ! I � � � I I I r 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 T i ---------- __ I 1 I i I I . i L.- .......... .. . ___ .... I1111_ ---11-111 ------- - - - I -- - 1____-_____,___ ...........__L--- . . . .. . .........--.--.....--L--- .. I ' I i 1 1 1 1 I !i L . . . . ....... - I I _____ -1_1111-1-111-111 ....... . -,--- ---- ___ ___ __1 L,________ _________ _.._.x........ .............. _ i 1-1111111111 - - - - -- ___- 111-1---l-11 1...11.....11_11-.____)__...._._.____._ I .................. ______,______ . ... .. . . . ..... � 10+00 11+00 . . . ............... . ..... . .... . ____ . ...... - "I'l""-----.�-�.---,--,".-,.,� .... . . ............. _ ...................... . __ .... ........... ______,______ -1----,__,______1 -, - __________________L_ ...... � ................ . . ... ... - 10+00 11+00 12+00 13+00 10+00 11+00 12+00 13+ STORM DRAWN STORM DRAIN 'D' STORM DRAIN 'D4-1' - SCALE H: V=50' V: V= 10' SCALE H: 1"=50' V: V= 10' SCALE H: 1" = 50' V: 1" = 10' � ___ -,-,--- - _____ "' --_______F_______ F____ - _____ -,--- ____ --- - ---- I I ---- ---f--- ----- ----- ----- -, i I i I I I I I I ! i I ,,---------- ------- SD E2- I I I I I I I i I � I Bio-I�ER B� STA 11+20.32 � l I iI I I i i i I � ; i 1 I i ! I i ! F - " "---------- I I I ' VDOT STD DI -3A 1 I I I I i I 51 RIM I � 1 L -------- - - . . .... .... � ........ ___ - ---I-,-,----- 600 1 I . I � i - __-_1_-__--1_____ -1 _ SID D6 1 i � I -1 �,78.10 INV. N 571.57 1 _ � __ I .... INV. OUT 568.57 1 ; ! I I STA 10+09 l I 5' i i I i I ! i I � I � VDOT STID DI -213 : I I . I 51 i - I SID E3 I i I (6'THRO�T) i , � I I �75.18 1 RIM 5811.88 i 1 1 , � I $TA 11 +35.32 I I i i RIM 564.72 i I INV. IN 5�7.72 (D) � I INV. OUT I I YDOT STD DI -3A E�I,M_577_97 I 590 F,---------- - _ __ � .... . -- 1111 _ . ...... .......... . . .. ..... .... --.'--' I INV. IN 517.72(E) I .... --1------.-,.-,.""""---,----.-I I INV. IN 571.97 I 4 i INV. OUT,557.62 � I i 576.47 (24") i i ! � i ; I i INV. OUT 571.87 I i I EX. GRADE i 1 I � 1 j - - - ___L ---- ___7=:::- __'_______L_, --___ -.--- I-.-,.-"-- I - - I - I - I i i i I i ; I PROP. GRADE -,-\ - I SD,E1 i , i I INV. IN 576. (5") -57 1 ...... -,.,--,..-,..--,--,,.,. I,-,,,�,,,,,�L---,--�----,,,,,,,� . . .... . ....... _J 1 I I I , : i I I I STA 10+29.59 1 -i''.11111111". 1 ; ; 580 �-- ---- ---- - ---- I ---- - ---- ---- -_ - - -- _- _I__---- _,- -- VIDOT STD DI -2A I I ---- -----\-------------- ----- 11-1--i i ! I I . i i I I i i I I I (2'Y,HROAT) I I i I I HDPE I HDPE Q 0.60% I " ! I � \\\ I 1 RIM 569.64 I � : - - __-- - __._.,________1___________ i I I _________ . _______,________,_____________ � I i ! ; I i I I 13'± SEPARATI � i I I i I I I INV. IN 563.64 i i � I I I I _-_ i TALLER - I _�_ - - 7 j k 1 1 I I 1 1 T__..1111._-___--__.....__._,-1111.. _-1-1-11-11111111-11--.- I ___ 1111 __-L ..! i __ _____ - - -------- . i I I I i : 1 ------ - - I _ � - � � li-Ill""I'll-l",----l-�--.-,."--..-"""--,i 3 , T---,-.-,.,----- 1-111,��--l'I'l-�---"�1-1111-1111-111-11,�-.�--l'-,-,�---�I I 4 I I I . I � i I I i � I i I ; i - I 1 1 I I - 570 I----- ____,�_ __ -,-----, - 11 - ..... - -1 - I ��, ;�; - - -------7 17� I _ _+ "----,,--- ---I i ! - � 1-- /P I ! i ; '1--_41 �- � I I I i 15100 LF OF 15" 1 1 I 2.00% I I - I I I HDPE @ 1 I I : I I I , 90.73 LF OF 15" i I i 1. � i I -,.-.-------- HDPE @ 5.43% I i ! I i _--1- 560 1---- -- - I , ___ _ I- _11-11 _____,,_____ ______ --- ____ ,1� I I I ��:-- - , __ . .......... - _____ , ------------ 1 I I . I I � I 29,59 Llf OF 15" 1 I . i i i I i I I i HDPE @ 9.87% 1 I � i I � 1 � i i 1 I i I � 550 I------ ---------' i I . I � L___ - - - ______,_,,_ - -- --- - ------�__ -_ -_ __________f - � I i I I ! r,-- __ _____1 I I I NOTES: i I I i i I I 11. VDOT STD 113-1 (INLET SHAPING) TO BE I PROVIDED ON ALL INLETS, 2. VDOT STD y L-1 SHALL BE � I I PROVIDED OALL INLETS _ ' � 2. VDOT STD:SL_1 SHALL BE I I PROVIDED ON I I DRAINAGE STRUCTURE TALLER I THAN 12'.1 I i 590 580 570 560 550 540 530 10+00 11+00 STORM DRAIN 'E' SCALE H: I"=50' V: V= 10' 6001- i i I I 2 ------------ I I 590 600 i i i I i 1______,___,____ I i i I ! I I i i 580 : i I I ! i I ,,---------- ------- I I I I 570 580 IF i , -- - ---------- i � i ; " i I � I Bio-I�ER B� 560 570: i � I I 550 560 � ; i 1 I i ! I i ! F - " "---------- I I SID F1 I I STA 10+00.00 � VDOT STID FES W1 RIP RAP EC -1 I .. , .-- I .- II - ____,_....._..�._._----- - I iL--_____ --- -------________---- , . ---_____----- --- - ------INV__OUT_071_51.........___,_____ I D r�i F I D F5 IiII I I � i I i I i ' I STA 13+76.81 I' I STA I 1 +26.79 1 1 SID F4 i I I I ; � 1 � F I I I I i VDOT STD DI -3C STA 12+36Ail . IVIDOT STD DI -3A . i I I i I I SD I 1 . I � VDOT STD 01-313 I IRIM 583.08 1 1 i ,(4- THROAT) : � - SID F2 I I I I I I I I STA 10+16.96 ' RIM 579.76 i ' (4- THROAT)lk !INV. IN 573.81 i :i 1 I I I i i VDOTSTD INV. IN 572.35 1 I � INV. OUT 573.111 I 1111__--_.._....._......._.L._7qq� 1 RIM 581.67 I I ______ __ - --- __,_ __ - _11111-1-1111111 i ------ - - __ __ __ ___I- . .... . - - -- _-_- _ .... . . � .... j----- ___! . ......... - (4'i' THROAT) 1 INV. OUT 572.25 � I ; INV. IN 573.010 I � i I i I I I ; � � i I � RIM 580.84 ' i � i INV. OUT 57i90 I EX. GRADE ! i ! I I I i I q INV. IN 5_73.00 (4.) . F i i i PROP. GRADE I i : I I I I V. OUT IN 571.70 (24") 1 1 I I I I ; I I I V. OUT 571.60 �24") 1 1 i I -1 - i I __..111111111111��,�� I I I f I -1 , I I .1 --L . . I I 11 . I I .�11111111111 I i I ; I I ____ . . . . ....1111_ _____F___ "I'll" 1113 _-----__----4--____ _ --�---- ,-,___,,,__,_L----, ---- 1.1-1-1-11-1---7 ---------",-"--,---l�,-�-T--�-�ll-�ll-l�----- ______-_-__-1-_ - I i i 7-7 1"177- _- � I � i F L ---- : f I i I I i 2.0'+ ; I I I ____7 � : ; I i I I - - - --i- I I ; I SEPARATION I I - - __ I 0 ; � 0i � i i HDPE i I IZ530 LF OF " ; I - - i -11, _ i I �I 3:E I . � 1 140.69 LF OF 24� HDIPEAV1,60% i I i - _= - -, , 1 - - I ; I I � ' __5;�:n!ci_ii�� r i � I . 4 I I - - - - - - - - -1 - i I I _ ............. 1111 -111--11-- I .... 1-111.111-1 - _\-1 - _: 7 - I I _____--1--- I i _______11�__________-___1_ ______ __________k__ __ ______ - __ - -1 - ______ ____ ____,_____L,_ - ------ ___._.___, 11---,-",",-"""-Ill""I",-i-- _____ � i - __ 109.83 LF OF 24" ' 1 .09.33 LF OF . 2411 � i T-"--"--- - __ - - 1 1 -17.00 LF? 24,- HOPE @ 0.50% 1 1 HDPE @ 0.56% 1 i 1 i I , I I I I I I I I i i i RCP @ 0.59% 1 NOTES: 1 i I I I I i i I � � l I I I I ! ; � I ! 1. VD(OTISTD IS -I (INLEIT SHAPING) TO BE PROVIDED, ON I ! i I � i ; I l ; I I � LL BE PRO 1 1 . 7_11 I I i 2. VDIOTI, STID SL -1 SHA U�,U UN ANY DRA INA 10+00 11+00 STORM DRAIN' ' F SCALE H: 1" = 50' V: 1" = 10' - i I , I ___ ... --1,___-_--__-_,_ ____1 ______ __ ,--.- _,_,_,___,___l___ W__ 1 1 1 1 Z I I I I � I i _j I � I . I W t W I i I ! i I I I I i I I I i I I I I � i . ------�,.111.1--�----..----- ------__1____.-- - - - -- 1...._11___1 . .._____, -1 .111111-111 _- - - - I __ ____ - I .... ---.-_---1111 - - 1111 12+00 13+00 14+00 -----------__________ .... . � - -, ! � I I --------� ,__________-____________F_ -------,--"------"--.�"",�-"--,.�---.,�- _-_--___,I-____-- ...... . �-----�-------------------f----------------f---------------, I I i I I . I I I - ----- -_ I I i SQ -G4 I I I � ; ; q I I I i I I i SIVA 13+74.78 I I i I I I VID I I . I I I I OT STD MH I i I i I t I . I i I I � I I I I RIM 571.00 1 II I I ; i I I i I � i I i INV. IN 559.10 i__,_____,_ I I .-I i _______J_ -_,___j I ,-------J-------_ i ZT, __ ---I ! I r---- _____�I -7- _,___71_____ ! , -1----------lNW_._OUT_559_ ' ; . ____+_______ I I I i I I S i I I I , I i I i I - SD-�5 1 1 1 1 I D-03 I I i I i I I I I STA � 2+99.05 ' i STA114+15.05 ; I I i I I I I i H I I � I I i VDOT STD M i i 72" �!' H W1 RACK 1 I i I I i i . i I I RIM �71.00 i i I I i I RIM �68.00 1 i � . i I _______,__ -SD=Gf --- `-------- _ ... -- - ___...__ - - -557-.W-------�----------- ! - -- -INV -.11N 559.08-(8n)-- -I' 5 ---- --Ir---------- -'I------ --------INV. IN N ______________ _____ --------- 1 I i i f ____ --- -- I i j i I STA I 0+11, 0.00 INV. OUT 557.40 ' i INV. OUT 560.00 (2�') I I I I I I I . ; I \ P ES -1 i i I I i I I I � i I I I INV. OUT 539.00 i I I I I I i I . j I . I I i I I I I � I I I I I i - SID -012 ! -I.- 11111111111-1---11 ------- I . , " _ ... ... .. - -_ -1111111-1111--, 11-1 - _ __ ___ ______, ..... . I - 1-1-111 - I _____ - - __ ___ _______ ___i__ - --------- __ - - - - - __ - __ ____ - - - . - - - - - 1_ - -1 , " I------- ______ - ; I - � I - - % ; . I i STA 10+68.62 i ; I STA t � i i�__ i l I I VDQT STD MH -1 I I i p � I I EXISTING I I ! TIE INTO I i I RIM 1554.00 I _� ; - i I I , i I I GRADE , t SWM I I INV. i IN 544.80 1 I � I i I t I I I I INV.JOUT 542.80 1 i I / - ; I q l I "I I � I I I- I i Z_ - . . ... .. ___ -.,-- -11 ---111111111_-_.... .. _ ---. ____ _____1_____1_11� -- ----- _______..,_____ ___,___1111.1111__.-- 1 -----I-- - -.--.- _-____1_L__ -- __ ___ I I i----- ------------- ______ __ - � I --- t- -_ _____ - ---"--.-[ -_ 1-1 I ------------- "' ' I I I I i I I i I i I I - - -!- 0 I � 40.27 LF OF 30" 1 i I - - - I ; I - - �_ - 75.73 LF OF 30" i - . HDPE @ 2.230�o I � ? i I 'r - 11 ; ' I l I Of �3 i HDPE I I f DIP _T 1.98% 1 � I I I i 1 43 i I/ i --- _ ____ __ 0. - ___ _______ . ... ... -.-----I--- ______ _ "-�,--",�11-----,-".-----I-iil'll""I�,,�,,�1-1--l.l.�-.--.-------.,.I . . ....... ... ... - .... ... . ---,----"I I 1111.._ _ - - - - - ------- --_ - - ---,-,--,- __________ " ------__,I----- _-, , , i / 4 1 � 2 1 1 I 1 , 1 / I i I I I i � i I I i : / I I / I I � I l I 1`± 1 / I SEPARATION i � I I I . I NOTES: I I i I I i 1 W i 1. VDOT STIR IS -1 (INLET SHAPING) TO BEI I 1, Z I i � I i -168 62 LF OF 30 - , ______ ________._________ - I ___________ .. .. ... ... .. � ... ... -,---.---- 1 % -I--,- ------------------9 I _____ �_ _____ _____� _�___ -------------- --F_--PRO,VIDE D-QN ALLINLETSj--- ----- -----I-------- ---__J I 1� I----- -, _____ W I 1 2. VDOT STb SL -1 SHALL BE PROVIDED CN ANY -I i I- ------------ - - , 1RCP @ 4.08% 1-K I I 1 I-- DRAINAGE STRUCTURE TALLER THAN 12. 1 ! I i I 1-1 �11 RIP RAP i < I . 1-1 ' " I � � i I ! I �_ ' CHANNEL I 1 3: I I I I i = I I I I I (SEE PLAN) 00 i . . I I � I I x I I I � i I I i 1 i I . . .... I I i W j I I . -.1-111111- .1--l-1-11-11,11,11--ll,",.��ll-�-�--- _ __________ � i . ... ,�11--�--,--""---,-,------,l"--- -1 --- __1I1__--____1 ---------I-- __ ... I _______._,___________�__ i % l I i I I I I __ i I.., ______., i t__ ------------ I 1 4_-_ ------,---- I---- _____ ___ I i I i i ; I I I I I ! I I I I I � ! i I I i I 1 4 i I . I I i I I i i I i : I I i j I , i i I ; I I I i k I ; I q i--,�-"---,.-.-.-"",",-,.�,111-11- i i I , I .. ... ______._______ ... __ ... _J .. ... ... -",-.----,--""""-,,-L,-,,-,,,--,,,,,�---.,--,,-,�,,,-I------,...... ... .... . -.-__--1_ . .... ... ... .. ... ... ... .. ___,__1 11111-1-1-1 ... 11-11.11.11-111, ________,_______ . ... ... ... -----"-,-.,-...,--,.",,-",-"�,-- - __----1111._ L""�--------------"--,�-,--"I . ... ... .. __,________ - - _--_ - -_ ___J 10+00 11+00 12+00 13+00 14+00 STORM DRAIN 'G' SCALE H: V=50' V: 1"= 10' i90 M NOTES- = -1111__'I I I 1. VDOT ST PROPOSED PROVIDED GRADE 2. VDOT S1 Z I � I i ; I � I ; I I i . i I i I ------ -, i __ ------ DRAINAGE i70 I I � STA 16�1_1._96 61 M - SID F6 1 I I : 51 i5O � 48 .07 I 4 1 VID STA 16.+12.21 5, AU I i . I VDOT I . DI -3C I I 5' M i RIM 582.04 I � 1 i THROAT) I 51 590 580 570 560 550 540 .n _.R THAI 00 580 570 560 550 540 ......_...___.__._____--7 "--,-,-",-111.11.-..._....___.____...... _ i I ! -1111__'I I I j i _I 1 I I j I I I ! I _ IF i ! � i i i 1 I 1 - ____.____._ - - ; � I I ---- --------- _____ � . I I I ! I ! I -SD F7 1111. - - ----------- - Z I � I i ; I � I ; I I i . i I i I ------ -, i __ ------ I I � I ; ! I � I � I i I I---...--- 1 I Ii � I I � STA 16�1_1._96 I � 1 � I SID F8 1 1 - SID F6 1 I I : � I VDOT i i TD DI -3C I i STA 18 ! � 48 .07 I 4 1 VID STA 16.+12.21 i - I __ I -_ I i ! __ 1 I 14- 1 I - - --------� . ,----,, I � _____�_ I I (4- THROAT) I i . I VDOT I . DI -3C I I VDOT,9TD � MH -1 i RIM 582.04 I � 1 i THROAT) I j � RIM 58�.10 69.00 LF OF 181' HDPE ' I @1 I i INV. IN 1 I I �75.18 1 RIM 5811.88 i 1 1 ! 1 i INV. IN1574.58 i / I � I INV. OUT 575.08 I i i INV. IN �76.57 (18") i I --1-11-111-1 ___-I INV. OUT OUT - - -- - - - - - ____ 574.48 I i I �_ _____________1 - - -- -- -- ---r--- - - -- I I i INV. IN I I ____ 576.57 (15") ' 1 .... --1------.-,.-,.""""---,----.-I I I i I I i i 5 1 i I i i INV. OUT : ; I i I I I I . 1 i i 576.47 (24") i i ! � i ; I i _.________, I F__-___, _T_- _ - ------- �! 11111111111111111 I __ __T-________ i 1 I � 1 j - - - ___L ---- ___7=:::- __'_______L_, --___ -.--- I-.-,.-"-- I - - I - I - it I I - - __ _--.___1--__1 - 7 - - - - I- - - - i - i I INV. IN 576. (5") -57 1 ...... -,.,--,..-,..--,--,,.,. I,-,,,�,,,,,�L---,--�----,,,,,,,� . . .... . ....... _J 1- - - � i I -I- - I I- -i''.11111111". I 236.11 LF OF 24" HDPE @ 0.55% i I i - - - � I I I I r- \" - 99.80 LF OF124" i I . i i I I i i I I i i ; i I 176.58 LF OF 15� HDPE I HDPE Q 0.60% I i I : I I I I I 1HDPE @ 0.76% 1 __ ____ - - ____ - I I i I - - __-- - __._.,________1___________ i I I _________ . _______,________,_____________ � I i ! ; I i I I 13'± SEPARATI � ALL INLET. . I I I I i I I I ; I� ; I I I � i � I I I I GE STRUCYIURE i TALLER 'THAN 12'. I i t 1: � I 1 1 1 I I 1 1 T__..1111._-___--__.....__._,-1111.. _-1-1-11-11111111-11--.- I ___ 1111 __-L ..! i __ _____ - - -------- . i I I I i : 1 ------ - -1 ___ - __ - _______1 I I ! i 1 I _ � - � � li-Ill""I'll-l",----l-�--.-,."--..-"""--,i 3 , T---,-.-,.,----- 1-111,��--l'I'l-�---"�1-1111-1111-111-11,�-.�--l'-,-,�---�I I 4 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 ______! 15+00 I "Ill-ll----�------""-""-�--i------�,�---.----, ---- - -----T - -------- - -- -1 I I I i SID F8 -i I D IsLi (INLET SHEARING) TO BE I, 1 I I � ON ALL INLETS. 1 i STA 1 Q+69.06 I I I I I i I VDOT STD MH -1 I D SL -1 SHALL BE- PROVIDED ON ANY I I RIM 584.00 I STRUCTURE TALLER i i THAN 12'. 1 i i i INV. IN1577.36 I I I I I I I DO , "-.,--,--,-""-,""", --- ________ ____ I I 1 - - ------ --,-"",--,------IN-V--�-OOT577�26, ----I , . I . I I I i i I I ` I 1 SID F8- I - i I Ii � I STA 111+32.09 i I I I iI ;1 i ii VDOT �TD DI -1 II I EX. GRAD)E I RIM 584,.00 I i iI PROP. GFRA E X) _____ __ ------- INV. INI578.10 I __ ___ - ---- ___ __ _=1 -------_---- � - - - ____ _________II i I i i INV. OUT 578.00 I i i i I I I I I I I I i - I __ I -_ I i ! __ 1 I 14- 1 I - - --------� . ,----,, I � _____�_ I I I i I 1 � - � I I I __ I -1 B0 !L_ ---,-.-.-".-,-/,�-------::---,---t I I - ----",-,-I - I I ------ ----------------- ---- I �11 I ---------- I 1� 1 I X I _4 - ___ - 1 i I I i i 1-1 1 I 1 63.00 LFI I I / 69.00 LF OF 181' HDPE ' I @1 i / 70 -1-11��l/l,"�ll,"-"�Ill'-"-,--,-,.----,,---', >_ 1HDPE @ 1.00%. 11 --.-�,,�l----.---,----f��",,------.,--""---.�--"-i . 1 1 / I I � I i � EL I 1`± SEPARATION i W I I i / I :E W I I i <( I . I i �: i l� (n i W I i I i i I i I EO U) I I I I �0 1 L-- 4_--1111__.-......._..___I__.-___. I I i SID F8 I 1 I D :ISTA .... --1------.-,.-,.""""---,----.-I I I I 10+00.00 I I I I I I I I I I VDOT STIR DI -3C i I I i I i I i I (4- THROAT) i I 1 i i i � � I RIM 581.88 I I I 1 I i I i i INV. IN 57Q.57 (18") i I i i j I ..... . ______,___ i i I INV. IN 576. (5") -57 1 ...... -,.,--,..-,..--,--,,.,. I,-,,,�,,,,,�L---,--�----,,,,,,,� . . .... . ....... _J 1 o+ooINV. OUT 516.41 (24") 1 1 +00 STORM DRAIN 'F8-1' SCALE H: V=50' V: V'= 10' 16+00 600 600 590 590 111111111111110*1( OF 15" 1.02% 570 570 560 560 iWal-El i ,----- ,_ __ - - " - , - i 3 I i i I i SID D5-1 I i 1 i STA 1 0+,!37.49 . ..1111 . I I SID D6- I 1 I � . 1 i VDOT �TD DI -213 � I I (6- THROAT) � STA 10+35.50 i i 5670 -- - -- - - i I___ -- ---- ___ .... . . ... .. -RIM I INV. OUT 556.38 .... _--i I % i ! � II SD D5 I . � I i i I . ISTA I i --(4'TH -_ - --- f - ___ - - _ � I I !VDOT STD Dl- (12") ; ; I I (6- THROAT) f I 1 � --.1-1-11- !RIM 561.01 ...... __.___1 % I I !INV. IN 553.51 1 I 'INV. IN 553.51 I I I SID D6j I __i J1 1� V. OUT 553 - - - - - - I � - - i � I ------- .*"- I ,--1_11 ------ , I ,� .., aniuI 1.m . an G." rt : I—- I I' ± -�, I (6!-THR-OAT)- I i SEPARATION i11 i I 580 =,. -0-C EJ' 0 Ct ll ! I I 1 1 RIM 5619.66 - 1. 01 ± I i Zt - - SID F2 i SEIP/ I 4-._...__...._.__-1111__ ______ _uj_ ____ I1 i Z I 564.66 0, 64.156 -- -1 ",----,I I % I i �Q 1 ;�� I I IW I - I � � � < Z n 3: 1 1 = W U Z)U ! . , . . 1. i-�--�-.--��"-".-.--i�11111-1-� II I i i II I I I I I � . I I I i I i I pq . I -1�'--II 3 5 � i i ! 1 % i I I I I I W i7O � NO,, 37.49 LF OF 15" HDPE @ 7.66% RATION ')50 40 10+00 STORM DRAIN 'D5-1' SCALE H: 1"=50' V: 1"= 10' SID F10 STA 19+77.45 VDOT STD DI -3A RIM 583.31 INV. IN 577.82 INV. OUT 577.72 ----- ",--,""-,-�l----�------,-","",-'I . ...3......_.._._ ...... - ----- . --SID-171-1-1 I .� i I SID F9 . I i i I STA 20+0�4.83 1 STA 19+24 65 i I SID H1 I I FES VDOT St,D DI -1 VDOT SM DI -3A I I I . STA 10+00.00 . � i RIM 581.715 V RIM 582.591 1 iVDOT STID I . INV. IN 578.19 INV. IN 57711.25 1 1 � W/ RIP RAP EC -1 i � INV. OUTI578 09 . .......... . . . 1NV_O.UT. - 5i7_1,_5____ . . . . ...... - I I I I INV. OUT 571.50 I11 -- - " __--__1 - - - __ . .... . - ... . -1_1_1 600 r___ - - --- - _' - - --- ____ I I � I I I i -SID F12! ID H2 I I � I STA 20+35.83 STA 10 6575 1 S4- ; � __ ' I i I VDOT DOT STID D-1 I VDOT �TD DI -313 I I 1 � 1 (4- THRO,AT) . .�IIIV 581.75 1 I � � I i i ! INV. OUT 578.50 1 ; RIM 57�.68 ; i I - t i . -�,-"-,-.--.....---,�,-�",-�,------.-� 1111._. ....... 11-11---11-7- - -...-1111 ___ ------ _INV_OUIT5W8 :i 1 590 590 �--------�-----------l-l�'ll-1-1-�-------- ____ _____ I i I � I I I i i i I I I � ; 1 i I t i i I I EX. GRADE- ! � I I I I I -PROP.GRADE I 11 1.11 i I 7 � -_ 1 . I I - ii -1111-1- __ � __ _______ - - -- - - - - -111-11111111111 i I i 530 580 ----------- _11__1._..__---- 4-- -- 580 � i - t;. - _- I I - - _. __ I I I I I m- I I I I 1 I I I 31. 00 LF OF 15" i - - - I I I H= @ 1.00% I I i i 7 I I I - i 77 i 71 �7.40 LF OF 15" 1 1 - - I I I �_ - I HDPE C _M0-_r1_L_FE I ____ __.____,_____,.______ - - --_ _____,__,___ . ..... ----�-. --- I . ____---1--___ _ - - __-- --,--- - __ - ___ ____ - ____ 1111.. ! 151, @ 0-99% 11570 570 �-,-- 570 )N 1 52.80 LF OF I i � I I i � I i i I 1 HDPE @ 0.qq% � . 65.7,6 LF OF 15" . b- I I C I C - I 0� I i . I HD @ 1.03% i I I Z UJ I 1 1 �9 �> i I � I I T W I I I I i i � _____________ __ 00, CO ___ i ------,- -1"--�",-,-,,-,-,�,-".---""-,,--.II I ; _ ... .... -.,--- I 1 1560 560 i-------------I`------ II I i __ i- __ ___ __ __ - _____ I ___] 560 1 I I I I i I NOTES: I I I I I 1 1. VDOT STIR IS -1 (INLET SHAPING) TO B� ; . ; ! � I PROVIDED ALL INLETS. If i I � I I I i I I . � ! 2. VDOT STID SL -1 SHALL PE PROVIDED 9N I I I ! I i ! : � I ANY DRAINAGE STRUCTURE TALLER THAN 12'. � I , -__-_-1___-__ _.______,__ ...... ___ _11____1__1_________ . . . ...... ......... ___ ... .. . ...... � -- - _- ----- _,_..____._,_____ -111---1111- ...... . - _---.. .. . ...... -",-.,-.,-"-"�,---","-""----,,.-.11,.11-1111l.-,--.-111,11-11,ll,"--.,I ---- -1_11-1-1 19+00 20+00 10+00 11+00 STORM I)RAIN H - SCALE H: 1" = 501' V: 1" = 10' FSID F2-4 STA 12+57.40 . ..1111 . I I SID D6- . .. ... ... ...... ___,__ - " . . ..... .... . ......... - - --1111. ___,___.._____ � i I . ..... . � --------------__1 I Z i VIIJU I 1.1:11 � STA 10+35.50 1 SID D6-3 I ___ - - --- -- -- - -- - - T- --- ----- � VDOT (8' THF � STD DI -213 STA 11+37.09 1 1 I VDOT I STID DI -213 . � 590 _ 1___,,, __ _R -1-M-56114.72 � 1-1-1- 111-1 1 i --(4'TH -_ - --- f - ___ - - _ � QAT) ... ... ... ... ... ... ... -- -___-- 590 (12") i INV. I N15_59.82 I RIM 571�1.10 I i RIM 584.75 'I I i INV. OI I 559.72 INV. OUT I 566.50 I 1 SID !1 SID D6 STA 10+00 I I I SID D6j I 1 2 1+65.09 579.35 (18") �i MN . E -,,, VDOT STD DI-; STA 1C B , I ,� .., aniuI 1.m . an G." rt o '1:1 > 580 (6!-THR-OAT)- VDOT 111-11-1-1-- -111--.111- 111--l- --- I . ... ... ___ __(�'_ THROAT) il STD DI -2A -_11-11 580 =,. -0-C EJ' 0 Ct ll RIM 564.72 1 1 RIM 5619.66 I-- -----".,-,.-,--------,-"�--"---,----�----,--,�--.-- . - SID F2 1 INV. IN 557.72 i !INV. IN 557.72 1 I INV. IN! i 1 INV. 0T I I 564.66 0, 64.156 -- -1 _.--� i . D F2-3 I I . i VDOT STD MH I I ;M 584.75 INV. OUT 557.6 - --2 I I ,- IN 577.10 (12") i 570 __-, "--,---"---."--,,,�--,---,",-.,.,-,� 7 _- 1 1 ___ - ________ - 1111. 570 INV. 1 72,00 ` I F OF 1511 NV. IN 579.85 (' INV. 1' MIN. "' � HDPE .@ 2.56% RIM [ 560 SEP)ARATION�_ _____________,_, [..-._-------- ------ --- ___ 5,�,'_�_, -"--��",--"--"--.,�-,-�__.. -- - ---- - ' .. - - -- -, ---1 560 __ [_ ..... _ -- ---- ---4�VAN--578-.65-(-'&L 1 29.59 LF OF 15" I INV. IN 573.0"o � 1 HDPE @+6.22% I I �V. OUT 578.5,x (1 8") I i 1 � 1 35.50 LF OF 15" HDPE @ 5.63% 4 I i i PROP. GR_fE . i I 550 - -- -------- I , 11 1-1111 1111111111-111-- I _!______ __ - - __ __ ------I-- 1 ___ ... ... ____.,_________ 550 i--- I I 0 Q �E 1 i � zt <:�c I �__ - I I i . I - - - I I 7 .. ____--______--1_ 11 I J___ I -_1111__--------__-_- § co i ____ - - .;;� I __� _�� 7- - ,I-- ! �� -,.-.-------- = W co W__ 4 � I I 540 �___________________ __E10 ___ -1-- --,--",----- ------- 1 ----------- ____ __-540 �_ __ " I - i NOTES: I OF 18 27.1 \ 16 5 LF OF 18" I I 1. VDOT STD 16-1 (INLET SH I PING) TO BE RCP @ I i i 1 i PROVIDED ON ALL INLETS, 2. VDOT STD y L-1 SHALL BE � PROVIDED ONIANY 73.16 LF I I 1 DRAINAGE STRUCTURE TALLER - _ ... ... .. STRUCTURE ... .. ...... . -1-1-11 - ----- THAN 12'.x1 --1111-111- . ... .. ... ... ...... . ---- , - - I 10+00 11+00 V RCP (a) 1.26% \- 70.69 LF qF 18.0 I 5 . STORM DRAIN 'D5-1' ... ..... ._1._1___-_-__ SEPARATIO1 -_.__._1_.._._...__._.. ._.__.-1__-1.._____-_ SCALE H: I"=50' V: 1"= 10- 1 _j 11� SID F10 STA 19+77.45 VDOT STD DI -3A RIM 583.31 INV. IN 577.82 INV. OUT 577.72 ----- ",--,""-,-�l----�------,-","",-'I . ...3......_.._._ ...... - ----- . --SID-171-1-1 I .� i I SID F9 . I i i I STA 20+0�4.83 1 STA 19+24 65 i I SID H1 I I FES VDOT St,D DI -1 VDOT SM DI -3A I I I . STA 10+00.00 . � i RIM 581.715 V RIM 582.591 1 iVDOT STID I . INV. IN 578.19 INV. IN 57711.25 1 1 � W/ RIP RAP EC -1 i � INV. OUTI578 09 . .......... . . . 1NV_O.UT. - 5i7_1,_5____ . . . . ...... - I I I I INV. OUT 571.50 I11 -- - " __--__1 - - - __ . .... . - ... . -1_1_1 600 r___ - - --- - _' - - --- ____ I I � I I I i -SID F12! ID H2 I I � I STA 20+35.83 STA 10 6575 1 S4- ; � __ ' I i I VDOT DOT STID D-1 I VDOT �TD DI -313 I I 1 � 1 (4- THRO,AT) . .�IIIV 581.75 1 I � � I i i ! INV. OUT 578.50 1 ; RIM 57�.68 ; i I - t i . -�,-"-,-.--.....---,�,-�",-�,------.-� 1111._. ....... 11-11---11-7- - -...-1111 ___ ------ _INV_OUIT5W8 :i 1 590 590 �--------�-----------l-l�'ll-1-1-�-------- ____ _____ I i I � I I I i i i I I I � ; 1 i I t i i I I EX. GRADE- ! � I I I I I -PROP.GRADE I 11 1.11 i I 7 � -_ 1 . I I - ii -1111-1- __ � __ _______ - - -- - - - - -111-11111111111 i I i 530 580 ----------- _11__1._..__---- 4-- -- 580 � i - t;. - _- I I - - _. __ I I I I I m- I I I I 1 I I I 31. 00 LF OF 15" i - - - I I I H= @ 1.00% I I i i 7 I I I - i 77 i 71 �7.40 LF OF 15" 1 1 - - I I I �_ - I HDPE C _M0-_r1_L_FE I ____ __.____,_____,.______ - - --_ _____,__,___ . ..... ----�-. --- I . ____---1--___ _ - - __-- --,--- - __ - ___ ____ - ____ 1111.. ! 151, @ 0-99% 11570 570 �-,-- 570 )N 1 52.80 LF OF I i � I I i � I i i I 1 HDPE @ 0.qq% � . 65.7,6 LF OF 15" . b- I I C I C - I 0� I i . I HD @ 1.03% i I I Z UJ I 1 1 �9 �> i I � I I T W I I I I i i � _____________ __ 00, CO ___ i ------,- -1"--�",-,-,,-,-,�,-".---""-,,--.II I ; _ ... .... -.,--- I 1 1560 560 i-------------I`------ II I i __ i- __ ___ __ __ - _____ I ___] 560 1 I I I I i I NOTES: I I I I I 1 1. VDOT STIR IS -1 (INLET SHAPING) TO B� ; . ; ! � I PROVIDED ALL INLETS. If i I � I I I i I I . � ! 2. VDOT STID SL -1 SHALL PE PROVIDED 9N I I I ! I i ! : � I ANY DRAINAGE STRUCTURE TALLER THAN 12'. � I , -__-_-1___-__ _.______,__ ...... ___ _11____1__1_________ . . . ...... ......... ___ ... .. . ...... � -- - _- ----- _,_..____._,_____ -111---1111- ...... . - _---.. .. . ...... -",-.,-.,-"-"�,---","-""----,,.-.11,.11-1111l.-,--.-111,11-11,ll,"--.,I ---- -1_11-1-1 19+00 20+00 10+00 11+00 STORM I)RAIN H - SCALE H: 1" = 501' V: 1" = 10' FSID F2-4 STA 12+57.40 10+00 11+00 STORM DRAIN 'F2-1' _ SCALE H: V=50' V: V= 10' 13+00 580 600 1 570 _v_ . - VIIJU I 1.1:11 I U WIN-] F__ ____ - ___ -------T- i� ___ - - --- -- -- - -- - - T- --- ----- ----STA-11-+4Er 6----- ---------j- -- ---- � -- 1111...- RIM 584 - ..____� - 751 . � 530 1!� & I i .11' VDOTSTD MH -1 I INV. IN �79.45 (12") .� I RIM 584.75 'I I INV. IN 179.45 (18") I I -5-1 SID !1 2-1 INV. IN 578.15 INV. IN 578. (12") i INV. OUT I i 5 (18") i � 579.35 (18") �i MN . E -,,, 0 � - . . . C> .N= Z , I ,� .., aniuI 1.m . an G." rt o '1:1 > i SID F2-5 00 6-13-17 .�� _0a 0 C: -STA110+73.16 =,. -0-C EJ' 0 Ct ll INV. OUT 57E1.05 i (18") 1 � I I-- -----".,-,.-,--------,-"�--"---,----�----,--,�--.-- . - SID F2 � RIM I RIM X84.1.00 i -------- . I I :TA _.--� i . D F2-3 I I . i VDOT STD MH I I ;M 584.75 ISSUED: 23 Feburary 2017 -0= " i 1 INV. IN 577.10 (12") i 1 11+86.71 1 1 STA 1 0+00 VDOT STD �1-3B INV. !IN 577.10 (18 11), 1 �DOT ST D MH- NV. IN 579.85 (' INV. (4- THROAT) INV. l I UTF,577.00(18) �p RIM [ 584.75 W. OUT 579.7i . 1 ._,_______R1M_580_84__[ .... . __ ..... . . . , - ....... _13-61LD)ING __ [_ ..... _ -- ---- ---4�VAN--578-.65-(-'&L IN 578.65 ('2") _ ----- ... - -- -41111.1111 1 -----I I INV. IN 573.0"o (18") EX. GRAID01 I I �V. OUT 578.5,x (1 8") I i 1 � INV. IN 571.7,10 (24") r� PROP. GR_fE -- I - - - - - -I r 1 - - - I - -I INV. OUT 571.60 0 Q �E - -I- _*-BIJIE_DING I i , � - - - -6E 0 a I 7 .. ____--______--1_ 11 --------------- J___ I -_1111__--------__-_- , .._, i ____ - - .;;� I __� _�� 7- - ,I-- ! �� -,.-.-------- - __ � I I - __ - �_ __ " � 0 - 35.25 LF OF 18 27.1 \ 16 5 LF OF 18" - - i i 1 � RCP @ 1.05% RCP @ 1.08% I __ __ 1__�' 1 73.16 LF OF 1 75 30 LF OF 18" F C , - - . b HDPE @ =-I `± - 5.417% CLASS V RCP (a) 1.26% \- 70.69 LF qF 18.0 I 5 . I 11.1-1 - I.I.-I.I.. _ ... ----1 _______ W ,----- ___'. Z ... ..... ._1._1___-_-__ SEPARATIO1 -_.__._1_.._._...__._.. ._.__.-1__-1.._____-_ __1_._1-_._- RC -g I 01 gw _! I 1 _j 11� I I I IW 1i I I , I i 1 1 I I I � � i I I I ___ I � "' __ co _ "---- i r, -",-,---- - - -- _-..� I r-- - -- - - - I__...__.___.__..._.L__ I - - ____"" -- �_ - I i f ----- - --- ------------' i i . C � r NOTES: 1. VDOT STRI I ISA (INLET SOAPING) INLETS) I TO BE) . I I I I � I . i PROVIDED ON ALL I i I I .� I 1 2. VDOT STY SL -1 SHALL BE . PROVIDED ON . ; i L__ __11__11 ......... . ... _..._..1...__.__--_ - -- _11111-1-11 I ... 1.11 .. . . . ..... � ........ . ............. _ ANY DRA....NA . ..... GE. - ... . .. _--STRUCTURE- . . . ....... ... ,-TALLER THANIZ. ----�-,.--",,-.--,"-�.--�-..-"---"� . I ... .. - -._-__--__._I - - - --._.__.._...__._..-_L..._- - ... ..... .... . . ...... - - - - _ .... . .... . ... 10+00 11+00 STORM DRAIN 'F2-1' _ SCALE H: V=50' V: V= 10' 13+00 F----'--' '---------I----- _____----______ ... ... _______ --_ ___ __ ____________,___I 1 SID K2 I STA 10+98.15 1 RE -LOCATED I VIDOT STD. DI -213 I � 12- THRAT I - -- ---I--- - -- - - - --- --- --- _ ( I � -----RII`V1--56I-._I_9_ 1 ---------- ---- --- ------------, I � SINV. OUT 555.00 I !_ - I ID K1 I � STA 10+Q0.00 I I VDOT STiD. DI -213 I � F___ -----"'------ _' __(4' RIM 557. )___________ I ___ __----- _________ M-657 , INV. IN 54.00 � INV. OUT 553.3 ± - _____ I i I i PROPOSED �Il-1-1-- GRADE __ 11 ! i I- -� - - " I i I i � _. I i �_ � �_ 18 .02% 1 !,)8. 1 5 LF OF RCP @1.02/o I I I I ... ______---11 1111----..___-.______._1� ____ _ ____ _ _ ________ ___ I GRAD I I I EXISTING EXI 1 18" RCP @ 5.J-1. I I I I i I i I 1-11-___ .,-..,--"-"",_---"-,-".. --f- ______ .--- ___ -,- i "",--,-,----","---"",---------�-------�--------- � I I I � NOTE - I 1. VD6T STD IS -1 (INET SHAPING) 0 BE I PROVIDED ON ALL INLETS. I 1[_____ 2. VDOT STD SL -1 SHALL BE PROVIDED ON ANY I bkKiNAd_t_s "kU"&jkfft,kLCEk_THAN T:;�-. �-�- - - I I I i 1 1 � i I I I I I i � I I I ..___ ... . ...... __ ........ ,1 -L . ......... . . � . ..... __________,_ ___�-111,��-"�-"-",,------","",-.-;,.- i --,-,-- -,-",.., -------.."I 10+00 11+00 STORM 0DRAINW 580 570 560 550 540 '��' V1 vv 11 . 530 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 I 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 Aid A 580 600 1 570 2") .1 -r- U I�E '2:0� ; (18") :15 - 2 590 560 580 550 570 540 560 530 F----'--' '---------I----- _____----______ ... ... _______ --_ ___ __ ____________,___I 1 SID K2 I STA 10+98.15 1 RE -LOCATED I VIDOT STD. DI -213 I � 12- THRAT I - -- ---I--- - -- - - - --- --- --- _ ( I � -----RII`V1--56I-._I_9_ 1 ---------- ---- --- ------------, I � SINV. OUT 555.00 I !_ - I ID K1 I � STA 10+Q0.00 I I VDOT STiD. DI -213 I � F___ -----"'------ _' __(4' RIM 557. )___________ I ___ __----- _________ M-657 , INV. IN 54.00 � INV. OUT 553.3 ± - _____ I i I i PROPOSED �Il-1-1-- GRADE __ 11 ! i I- -� - - " I i I i � _. I i �_ � �_ 18 .02% 1 !,)8. 1 5 LF OF RCP @1.02/o I I I I ... ______---11 1111----..___-.______._1� ____ _ ____ _ _ ________ ___ I GRAD I I I EXISTING EXI 1 18" RCP @ 5.J-1. I I I I i I i I 1-11-___ .,-..,--"-"",_---"-,-".. --f- ______ .--- ___ -,- i "",--,-,----","---"",---------�-------�--------- � I I I � NOTE - I 1. VD6T STD IS -1 (INET SHAPING) 0 BE I PROVIDED ON ALL INLETS. I 1[_____ 2. VDOT STD SL -1 SHALL BE PROVIDED ON ANY I bkKiNAd_t_s "kU"&jkfft,kLCEk_THAN T:;�-. �-�- - - I I I i 1 1 � i I I I I I i � I I I ..___ ... . ...... __ ........ ,1 -L . ......... . . � . ..... __________,_ ___�-111,��-"�-"-",,------","",-.-;,.- i --,-,-- -,-",.., -------.."I 10+00 11+00 STORM 0DRAINW 580 570 560 550 540 '��' V1 vv 11 . 530 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 I 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 Aid A )aF- . ��. ac Ob 0, All AV,YH op - 7/ VN .1 -r- U I�E '2:0� �,, 0 ' � � 6) �' :15 - 2 I " I iii � �ram 0 .C. .-C - M_ Q_ . Ea t CS Edwards M5 =. t_1 Cert. No. 0931 C-) E_ - 17 0-C a)= E � -4 6-13-17 C 0 .� .Qq 1!� & "PE ARG it. I'El .� 911: E c mn, -5-1 ., ER 8r �` N H OF V11 �i MN . E -,,, 0 � - . . . C> .N= Z , I ,� .., aniuI 1.m . an G." rt o '1:1 > Inc. No. 35326;14 _R 00 6-13-17 .�� _0a 0 C: le, *__� If 10NAL =,. -0-C EJ' 0 Ct ll a) ,I, -0 ti 111s i U) C Ca .2E CL 0 1,J -11 SCALE: As Shown .r- C 0 ill `Q ISSUED: 23 Feburary 2017 -0= " REVISIONS: �� x a)c VC - W_ -- 02-08-17, APPROVED BY BOS 1. 04-20-17, COUNTY COMMENTS � Z5= W 2. 05-19-17, COUNTY COMMENTS `_� 3. 06-13-17, ACSA COMMENTS tic , ." CITE C :9� M - .�- ; -5 V�Uu C: 'Q E -a �5q SHEET: .rc :gcl ME z 0 �s Q U), .r- C .0 >At .03 0aE t Q o° D:a- -F0 9, -_ m,_,_ li ., EIC Wu .r -C - a 0 Q �E 104 _1: 0 Z C -6E 0 a Storm Drain Profiles V . Ic 12 OF2 6 410 t�E, 'a <v= , 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS '�� , • 0111 r _ is i f� COLLAR SECTION- f a . VIEW Wit L `3 ! GAI.. SLOPE , e Gdi V, MCOW 1�ARs rWARM SECTION D -D 'ri tWELD 11-91 WELD ALL S4. Apt SECTION C -_C s COLLAR ADEC'REASE TO r 7O O iY7LLNt. WHEN IWLET 6 USED SECTION E -E WITH IME01ANS4 ,,.-WARPED Gt1T7ER .. APPROACH OUTTER .IiTS /.,•a •rim 9�t i , d « t # a a a • i J "him, x♦ i • STANDARD CURBDROP INLET • PIPE* . DEPTH f 2016 ROAD.? & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS r • s s .t tI�I1iG.�: �"►T`_.si�l�r�IlI1�IM�IIa�N�tNrrI�-Ctae;t� HUB END ON OUTLETr •+ i - ".f• it is KET END—SECTM GRO4MID UW x Y f 9- ♦ f -r- ' 9-filil rrrr rrr yr rr r r� wirlw.I.rI.I��Ir.c. �iI�IIrrIs Y rr rr _ EARTH � rjr rr -t i "- ROCK OR 9 rr r 'iq EARTH CONCRETE TO W 0 + UNYIELDING rif + SOL o f, : tYY ci _ BED98IG MATERIA. EQ o}� VM D K MIN, 1/10 D X X D X D X BEDDINGWN ...F.a►�L,IIr,�IIR�T.I�'Iae IIS. .yI rr um 24 0 x 8=20 L( T xPER 11 OF H sI o �i i FOUNDATION SOFT, YIELDING, OR •• ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL E� �c PIPE PROJECTION ABOVE GROUND LINE �R V MIN. 1.5 x D MIN. 9.5 x L4 MIN. 1.5 r D MIN. i.S x ii TOP OF FILL r^.f .' 1. a'` rte r'r'r'r'r^',r'',/ ��+L�J� r'rFr•'r°d ' dr/,rrr '.xf- • F- N!•' r SCALE: As Shown TOP OF FILL I ISSUED: 23 Feburary 2017 : r • f • e" - r'r''t ':?"'♦' ; +ff """ten''" mum=� « --._., r .5. y .Y GRijUND ,.-,.,_ { '•.. t r'r'tr'r r'r:+ .••rr'r',":'rr,`'r' .. Gft041ND � ;' �;w,,ti,,. _ _ r r f.• .. . ab /rsr�r�.frrlfr.' fifr�fi�lirfr a EARTH MIN, . f � r1fY/, t OMi',� 1f10 D R . ` ., � OPEC D X SOILMIN, 1 In r-to cu. MINI, B", BEDDING SECTION X -X END VIEW f' • • ;� p. ♦ • FOUNDATION SOFT, YIELDING, OR R 31 ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH 302 OF THE ROAD AND BRIDGE f r'Yf✓.IrI frrflfl IONIC" . MMMlmMMMI i -------------------- CLASS I EIACKFILL MATERIAL IN ACCORDANCE •. , Ne . al" ML IJJ,%i i'frrNaMNNneNNINIMNM mmmo MMI YM * mmm SP£CIFtCATiONS. ! r FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL tam ..xr N WITH SECTION 3D2 O THE ROAD AND r✓'tfrr ---'.'.SP'ECI ICATIONS. AN ACCORDANCE ISECTION 3t12 OF THE ROAD BRIOG£ - CAISSHEO GLASS COWORMING TO THE AND BRIDGE SPECIFICATIONS. . W REQUIREMENTS FOR CRUSHER RUNT nC REGATE SIZE 25 AND 26 A1+%Y BE '.FOR -ALL -{3THER. PIPE REGULAR BACKFILL. MATERIAL -- - USED IN PLACE OF GLASS I BACKFILL. - _ iE MllliMMt E:. TS � NQ -- AND BRIDGE SPECIFICATIONS. -. - VD0T INSTALL. OF PIPE CULVERT AND SPECIFICATION. ..1FICATt9N - STORM EWER REFERENCE D E1R85G� STANDARDS ROAD Acle li!lff a rrrf. , irJfff.3� •..—� ifw w/iw �It MNMMP en n x ; > A' . SHEET.( [1F REVISION DATE i37t12 .BACKFILL 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 rff/r,•==Mm r f/JJ lI1Nf®M t M N Y f • ! 7h IMN/ 21 Eme Aif3 A S i w • • < rr—Is" laYlyrr�yai.a�MNNMIM NMMNNNNI 1101— ♦ r a. Emmm MON MW* m mmmm ;' f i• `, , i f... �• Iowa iMe Iwo1AMMF. ` M +i•li waitt,ar,••xt, Mr•men= aril..».`^' _ .: ♦.:. -. - Y ,. S p r• � /yrfr,r.rr Yw M ,, .. ..r.l , r NMmmir, M' #■iI r r !r /r . fr,IrMMN �ii MMN■ , h «i «. «r « ..i .• r:i if 9 • _......_-...�AtlMM MIM( MMHM■ YL h'•. Ly�aa�ay W MIKI5MAMM al' : :.`, ♦ i'# - s' 'i"'d ffffr.AMMN iMI1MMN MNIMI ��Y "r�� •. ".�Y iL hh h' i :Mh 3 .r — r fir f!r frIMMMMlMMMAMMNMMMI 'r M•��Ma��-r-��aMM��aM�+�,�+�c� AMNMMY.J�II��:11'J.::.MNNIMAaC�i7� i i is r a L t. «'. ♦ . • �II111111111f • t �apl�-^Mas .. «.... Ai` t «., i ��M•�I.M�a'.g "' i r f •. , 1 1, ♦ i • �•NMMNI M_ MLS, ♦ W M s iL f'.f 1• •' i3' �5`tl li•J� r . f ter. h ♦ i .: =.i III D#IM♦D DF►OP INLET STANDARD �'xi:l-i .i,♦. 1211 2411 PFE., MAXIMUM DEPTH (H) - 10' so MANHOLE FOR:12" 48" PIPE: CULVERTS 2016 ROAD & BRIDGE STANDARDS '�� , • 0111 r _ is i f� COLLAR SECTION- f a . VIEW Wit L `3 ! GAI.. SLOPE , e Gdi V, MCOW 1�ARs rWARM SECTION D -D 'ri tWELD 11-91 WELD ALL S4. Apt SECTION C -_C s COLLAR ADEC'REASE TO r 7O O iY7LLNt. WHEN IWLET 6 USED SECTION E -E WITH IME01ANS4 ,,.-WARPED Gt1T7ER .. APPROACH OUTTER .IiTS /.,•a •rim 9�t i , d « t # a a a • i J "him, x♦ i • STANDARD CURBDROP INLET • PIPE* . DEPTH f 2016 ROAD.? & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS r • s s .t tI�I1iG.�: �"►T`_.si�l�r�IlI1�IM�IIa�N�tNrrI�-Ctae;t� HUB END ON OUTLETr •+ i - ".f• it is KET END—SECTM GRO4MID UW x Y f 9- ♦ f -r- ' 9-filil rrrr rrr yr rr r r� wirlw.I.rI.I��Ir.c. �iI�IIrrIs Y rr rr _ EARTH � rjr rr -t i "- ROCK OR 9 rr r 'iq EARTH CONCRETE TO W 0 + UNYIELDING rif + SOL o f, : tYY ci _ BED98IG MATERIA. EQ o}� VM D K MIN, 1/10 D X X D X D X BEDDINGWN ...F.a►�L,IIr,�IIR�T.I�'Iae IIS. .yI rr um 24 0 x 8=20 L( T xPER 11 OF H sI o . &% MAX, 24,, FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL E� �c PIPE PROJECTION ABOVE GROUND LINE �R V MIN. 1.5 x D MIN. 9.5 x L4 MIN. 1.5 r D MIN. i.S x ii TOP OF FILL r^.f .' 1. a'` rte r'r'r'r'r^',r'',/ ��+L�J� r'rFr•'r°d ' dr/,rrr MIN 115 x 0 MIN, 1.5 x 0 7Cf OF FILL rrrrr, r` � f•" r'ri -.,,. @4- - ,-'r�i't'f'rr'r�,'F'r?t'r' r'r'rr'Pr'1a�,-'rr-ter.'—" - SCALE: As Shown TOP OF FILL I ISSUED: 23 Feburary 2017 : r • f • e" - r'r''t ':?"'♦' ; +ff """ten''" mum=� « --._., r .5. y .Y GRijUND ,.-,.,_ { '•.. t r'r'tr'r r'r:+ .••rr'r',":'rr,`'r' .. Gft041ND � ;' �;w,,ti,,. _ _ r r f.• .. . ab /rsr�r�.frrlfr.' fifr�fi�lirfr a EARTH MIN, . f � r1fY/, t OMi',� 1f10 D R . ` ., � OPEC D X SOILMIN, 1 In r-to cu. MINI, B", BEDDING SECTION X -X END VIEW jinx, z ° MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION 2016 ROAD & BRIDGE STANDARDS Di -3A, 36, W _ EAN KE'Y'ED 4'P9'14.,i'? i „ FOR DETAdLS OF PALET JOINT CONS BARS D = .APPROACH E3PANaRU1V DINT FRAME 1. COVER t SEE STa k0.6P r [C-2. - BtiCK OF SIDEWALK ALK Ji dT S GUTI ER BAA, - a :.„r� BP,R li > WAi?'f>Efj � ,x''r?�GUT`s� a: , ' SAFs5 C �: ;3AB 1. I r. _. SUBBASE BARS. B HARDWARE t ;8ARF / CLOT}iq „WEEP HOLE. n5EE OTE: 8 Ps.'sE BAR F B%�4 A NOTE 5 FACE OF CURB f t rR x CONTROL JOINT GUTTERCRACK.CONTROL JOINT .==, I '1 s M113. .PLAN SECTION A -A jam'A 10' avaAX, L -VARIABLE - MAX, 2` - r KEYED 'CONST. .JOINT - 0„ S. 2,_G., B`i 3,,0,.e 2-90 2., ARP, .,_- GUTTER w— r,' e9fS A 1 APPROACH GUTTER F t i ^...-BAN'S E ! BARS F t *3” DIAMETER. I-.- - k' --- - BARS E - - _-.'WEEP HOLE' FRONT ELEVATION BARS. F 8 .i,_g,. �„ --BARS B_ - - (CUTTER R:MOVEDI 3°aQ" V/i° DENT PA,A7E ! - SECTION B -B /a TYPE A tv6S£ tiFTAfi SHALL 6£ USED WITH CG -3 & CC -7 S7.nixliARDS, ' A . TYPE 9 NOSE DETAILSHALL 8E USED 'WITH CG -2 & CG -6 STfF[pARpS, fY'£ A G,4LVPN7ED TYP"c s lz x 4" STUD SHEAR cONraEcrcR t+1ELDECs CAt,YANIEED PLATE FOR TYPE A TO BE GENT ON AN ANGLE OF .6£'34' TO ANGLE IRON AT 2'C -C. •° ' WELDECTCRS EANDNT is TO �E ANCHORED WITH !? � t°' STUD sTE,�R NOSE DETAILS WELDED TO BENT PLATE AT 2' C -.C;. - - APPR. PP,VE:NeENT 0I -3A ! Ot-38 L 01-3c L WARPE PAVEMENT I 6 _I I l"L—OW s SLOW.' I F -,+ J J l DETAIL WHEN USED FOR USE ON, GRADES - - ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTED 80TH 'SIDES TO BE SYtAmETR7 A `'+,, C)O T` . SPECIFICATION N RAA!AND BRIBEE STkICWi7S STANDARD CURB DROP P g (ET REFERENCE SHEET T OF 2 REVISION GATE 12" 30" PiPE: (MAXIMUM DEPTH {H) a 8' 2,33 XjCOD {}B.1ir1. - VIRGINIA,DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 4V I l?ti.lhi4.! C.� I !'iiVl-:tt''i€:.. #,.t•�. - END SECTION DIMENSIONS TOP OF FILL�� GR tlatD LINE x° - tI�I1iG.�: �"►T`_.si�l�r�IlI1�IM�IIa�N�tNrrI�-Ctae;t� ¢L C5 GRO4MID UW x Coca {: ' 9-filil rrrr rrr yr rr r r� wirlw.I.rI.I��Ir.c. �iI�IIrrIs r Cert. No. 0931 rr rr _ EARTH � rjr rr -t i "- ROCK OR 9 rr r 'iq EARTH a 0 + UNYIELDING i + SOL o f, ci _ BED98IG MATERIA. EQ o}� VM D K MIN, 1/10 D X X D X D X BEDDINGWN ...F.a►�L,IIr,�IIR�T.I�'Iae IIS. .yI rr um 24 0 x 8=20 L( T xPER 11 OF H sI o . &% MAX, 24,, FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL E� �c PIPE PROJECTION ABOVE GROUND LINE �R V MIN. 1.5 x D MIN. 9.5 x L4 MIN. 1.5 r D MIN. i.S x ii TOP OF FILL r^.f .' 1. a'` rte r'r'r'r'r^',r'',/ ��+L�J� r'rFr•'r°d ' dr/,rrr MIN 115 x 0 MIN, 1.5 x 0 7Cf OF FILL rrrrr, r` � f•" r'ri -.,,. @4- - ,-'r�i't'f'rr'r�,'F'r?t'r' r'r'rr'Pr'1a�,-'rr-ter.'—" - SCALE: As Shown TOP OF FILL I ISSUED: 23 Feburary 2017 : r • f • e" - r'r''t ':?"'♦' ; +ff """ten''" mum=� « --._., r .5. y .Y GRijUND ,.-,.,_ { '•.. t r'r'tr'r r'r:+ .••rr'r',":'rr,`'r' .. Gft041ND � ;' �;w,,ti,,. _ 2016 ROAD & BRIDGE STANDARDS Di -3A, 36, W _ EAN KE'Y'ED 4'P9'14.,i'? i „ FOR DETAdLS OF PALET JOINT CONS BARS D = .APPROACH E3PANaRU1V DINT FRAME 1. COVER t SEE STa k0.6P r [C-2. - BtiCK OF SIDEWALK ALK Ji dT S GUTI ER BAA, - a :.„r� BP,R li > WAi?'f>Efj � ,x''r?�GUT`s� a: , ' SAFs5 C �: ;3AB 1. I r. _. SUBBASE BARS. B HARDWARE t ;8ARF / CLOT}iq „WEEP HOLE. n5EE OTE: 8 Ps.'sE BAR F B%�4 A NOTE 5 FACE OF CURB f t rR x CONTROL JOINT GUTTERCRACK.CONTROL JOINT .==, I '1 s M113. .PLAN SECTION A -A jam'A 10' avaAX, L -VARIABLE - MAX, 2` - r KEYED 'CONST. .JOINT - 0„ S. 2,_G., B`i 3,,0,.e 2-90 2., ARP, .,_- GUTTER w— r,' e9fS A 1 APPROACH GUTTER F t i ^...-BAN'S E ! BARS F t *3” DIAMETER. I-.- - k' --- - BARS E - - _-.'WEEP HOLE' FRONT ELEVATION BARS. F 8 .i,_g,. �„ --BARS B_ - - (CUTTER R:MOVEDI 3°aQ" V/i° DENT PA,A7E ! - SECTION B -B /a TYPE A tv6S£ tiFTAfi SHALL 6£ USED WITH CG -3 & CC -7 S7.nixliARDS, ' A . TYPE 9 NOSE DETAILSHALL 8E USED 'WITH CG -2 & CG -6 STfF[pARpS, fY'£ A G,4LVPN7ED TYP"c s lz x 4" STUD SHEAR cONraEcrcR t+1ELDECs CAt,YANIEED PLATE FOR TYPE A TO BE GENT ON AN ANGLE OF .6£'34' TO ANGLE IRON AT 2'C -C. •° ' WELDECTCRS EANDNT is TO �E ANCHORED WITH !? � t°' STUD sTE,�R NOSE DETAILS WELDED TO BENT PLATE AT 2' C -.C;. - - APPR. PP,VE:NeENT 0I -3A ! Ot-38 L 01-3c L WARPE PAVEMENT I 6 _I I l"L—OW s SLOW.' I F -,+ J J l DETAIL WHEN USED FOR USE ON, GRADES - - ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTED 80TH 'SIDES TO BE SYtAmETR7 A `'+,, C)O T` . SPECIFICATION N RAA!AND BRIBEE STkICWi7S STANDARD CURB DROP P g (ET REFERENCE SHEET T OF 2 REVISION GATE 12" 30" PiPE: (MAXIMUM DEPTH {H) a 8' 2,33 XjCOD {}B.1ir1. - VIRGINIA,DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 4V I l?ti.lhi4.! C.� I !'iiVl-:tt''i€:.. #,.t•�. - END SECTION DIMENSIONS TOP OF FILL�� GR tlatD LINE x° - tI�I1iG.�: �"►T`_.si�l�r�IlI1�IM�IIa�N�tNrrI�-Ctae;t� ¢L C5 GRO4MID UW x Coca {: ' 9-filil rrrr rrr yr rr r r� Steven W. Edwards �iI�IIrrIs r Cert. No. 0931 rr rr _ EARTH � rjr rr -t i "- ROCK OR 9 rr r 'iq EARTH a 0 + UNYIELDING i + SOL o f, ci _ BED98IG MATERIA. EQ o}� VM D K MIN, 1/10 D X X D X D X BEDDINGWN ...F.a►�L,IIr,�IIR�T.I�'Iae IIS. .yI rr um 24 0 x 8=20 L( T xPER 11 OF H sI o . &% MAX, 24,, FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL E� �c PIPE PROJECTION ABOVE GROUND LINE �R V MIN. 1.5 x D MIN. 9.5 x L4 MIN. 1.5 r D MIN. i.S x ii TOP OF FILL r^.f .' 1. a'` rte r'r'r'r'r^',r'',/ ��+L�J� r'rFr•'r°d ' dr/,rrr MIN 115 x 0 MIN, 1.5 x 0 7Cf OF FILL rrrrr, r` � f•" r'ri -.,,. @4- - ,-'r�i't'f'rr'r�,'F'r?t'r' r'r'rr'Pr'1a�,-'rr-ter.'—" - SCALE: As Shown TOP OF FILL I ISSUED: 23 Feburary 2017 : r • f • e" - r'r''t ':?"'♦' ; +ff """ten''" mum=� « --._., r .5. y .Y GRijUND ,.-,.,_ { '•.. t r'r'tr'r r'r:+ .••rr'r',":'rr,`'r' .. Gft041ND � ;' �;w,,ti,,. _ 2016 ROAD & BRIDGE STANDARDS Di -3A, 36, W _ EAN KE'Y'ED 4'P9'14.,i'? i „ FOR DETAdLS OF PALET JOINT CONS BARS D = .APPROACH E3PANaRU1V DINT FRAME 1. COVER t SEE STa k0.6P r [C-2. - BtiCK OF SIDEWALK ALK Ji dT S GUTI ER BAA, - a :.„r� BP,R li > WAi?'f>Efj � ,x''r?�GUT`s� a: , ' SAFs5 C �: ;3AB 1. I r. _. SUBBASE BARS. B HARDWARE t ;8ARF / CLOT}iq „WEEP HOLE. n5EE OTE: 8 Ps.'sE BAR F B%�4 A NOTE 5 FACE OF CURB f t rR x CONTROL JOINT GUTTERCRACK.CONTROL JOINT .==, I '1 s M113. .PLAN SECTION A -A jam'A 10' avaAX, L -VARIABLE - MAX, 2` - r KEYED 'CONST. .JOINT - 0„ S. 2,_G., B`i 3,,0,.e 2-90 2., ARP, .,_- GUTTER w— r,' e9fS A 1 APPROACH GUTTER F t i ^...-BAN'S E ! BARS F t *3” DIAMETER. I-.- - k' --- - BARS E - - _-.'WEEP HOLE' FRONT ELEVATION BARS. F 8 .i,_g,. �„ --BARS B_ - - (CUTTER R:MOVEDI 3°aQ" V/i° DENT PA,A7E ! - SECTION B -B /a TYPE A tv6S£ tiFTAfi SHALL 6£ USED WITH CG -3 & CC -7 S7.nixliARDS, ' A . TYPE 9 NOSE DETAILSHALL 8E USED 'WITH CG -2 & CG -6 STfF[pARpS, fY'£ A G,4LVPN7ED TYP"c s lz x 4" STUD SHEAR cONraEcrcR t+1ELDECs CAt,YANIEED PLATE FOR TYPE A TO BE GENT ON AN ANGLE OF .6£'34' TO ANGLE IRON AT 2'C -C. •° ' WELDECTCRS EANDNT is TO �E ANCHORED WITH !? � t°' STUD sTE,�R NOSE DETAILS WELDED TO BENT PLATE AT 2' C -.C;. - - APPR. PP,VE:NeENT 0I -3A ! Ot-38 L 01-3c L WARPE PAVEMENT I 6 _I I l"L—OW s SLOW.' I F -,+ J J l DETAIL WHEN USED FOR USE ON, GRADES - - ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTED 80TH 'SIDES TO BE SYtAmETR7 A `'+,, C)O T` . SPECIFICATION N RAA!AND BRIBEE STkICWi7S STANDARD CURB DROP P g (ET REFERENCE SHEET T OF 2 REVISION GATE 12" 30" PiPE: (MAXIMUM DEPTH {H) a 8' 2,33 XjCOD {}B.1ir1. - VIRGINIA,DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 4V I l?ti.lhi4.! C.� I !'iiVl-:tt''i€:.. #,.t•�. - V' 2016 ROAD & BRIDGE STANDARDS PROJECTION OF PIPE ABOVE GROUND EINE _i TDP OF FALL— TOP OF FILL�� GR tlatD LINE x° - TO OF FILL—y, GR4UN:D 1111, a 'i ¢L C5 GRO4MID UW x Coca {: ' 9-filil rrrr rrr yr rr r r� Steven W. Edwards "� rrrrr rrrr I r Cert. No. 0931 rr rr _ EARTH � rjr rr -t i "- ROCK OR 9 rr r 'iq EARTH a 0 + UNYIELDING i + SOL o f, ci _ BED98IG MATERIA. EQ o}� VM D K MIN, 1/10 D X X D X D X BEDDINGWN Alan G. Franklin MATERIAL MATERIAL, 24 0 x * 6-13-17' L( T xPER 11 OF H sI o . &% MAX, 24,, FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL E� �c PIPE PROJECTION ABOVE GROUND LINE �R V MIN. 1.5 x D MIN. 9.5 x L4 MIN. 1.5 r D MIN. i.S x ii TOP OF FILL r^.f .' 1. a'` rte r'r'r'r'r^',r'',/ ��+L�J� r'rFr•'r°d ' dr/,rrr MIN 115 x 0 MIN, 1.5 x 0 7Cf OF FILL rrrrr, r` � f•" r'ri -.,,. @4- - ,-'r�i't'f'rr'r�,'F'r?t'r' r'r'rr'Pr'1a�,-'rr-ter.'—" - SCALE: As Shown TOP OF FILL I ISSUED: 23 Feburary 2017 : r • f • e" - r'r''t ':?"'♦' ; +ff """ten''" _ r, ♦ _. « --._., r .5. y .Y GRijUND ,.-,.,_ { '•.. t r'r'tr'r r'r:+ .••rr'r',":'rr,`'r' .. Gft041ND � ;' �;w,,ti,,. _ _ r r f.• .. . ab /rsr�r�.frrlfr.' fifr�fi�lirfr a EARTH MIN, . f � r1fY/, t OMi',� 1f10 D R WN. i/10 D k D BEDDING I MgTeR€A, � OPEC D X SOILMIN, 1 In r-to cu. MINI, B", BEDDING MADT�R 4 mATH SHEET: jinx, z ° MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH 302 OF THE ROAD AND BRIDGE f r'Yf✓.IrI frrflfl IONIC" . MMMlmMMMI SPECIFICATIONS. -------------------- CLASS I EIACKFILL MATERIAL IN ACCORDANCE •. , Ne . al" ML IJJ,%i i'frrNaMNNneNNINIMNM mmmo MMI YM * mmm SP£CIFtCATiONS. ]r ♦' `�',7i FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL tam ..xr N WITH SECTION 3D2 O THE ROAD AND r✓'tfrr ---'.'.SP'ECI ICATIONS. AN ACCORDANCE ISECTION 3t12 OF THE ROAD BRIOG£ - CAISSHEO GLASS COWORMING TO THE AND BRIDGE SPECIFICATIONS. . W REQUIREMENTS FOR CRUSHER RUNT nC REGATE SIZE 25 AND 26 A1+%Y BE '.FOR -ALL -{3THER. PIPE REGULAR BACKFILL. MATERIAL -- - USED IN PLACE OF GLASS I BACKFILL. - _ iE MllliMMt E:. TS � NQ -- AND BRIDGE SPECIFICATIONS. -. - VD0T INSTALL. OF PIPE CULVERT AND SPECIFICATION. ..1FICATt9N - STORM EWER REFERENCE D E1R85G� STANDARDS ROAD Acle li!lff a rrrf. , irJfff.3� •..—� ifw w/iw �It MNMMP en n x ; > A' . SHEET.( [1F REVISION DATE i37t12 .BACKFILL 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 rff/r,•==Mm r f/JJ lI1Nf®M t M N Y f • ! 7h IMN/ 21 Eme Aif3 A • < rr—Is" laYlyrr�yai.a�MNNMIM NMMNNNNI 1101— Emmm MON MW* m mmmm ;' :•wIG •+r.. -. a Iowa iMe Iwo1AMMF. ^ a.. f of Mf f +i•li waitt,ar,••xt, Mr•men= aril..».`^' _ .: ♦.:. -. - Y ,. � /yrfr,r.rr Yw ,, .. ..r.l , r NMmmir, M' #■iI r r !r /r . fr,IrMMN �ii MMN■ , h «i «. «r « • _......_-...�AtlMM MIM( MMHM■ YL h'•. Ly�aa�ay W MIKI5MAMM al' : :.`, ♦ i'# - s' 'i"'d ffffr.AMMN iMI1MMN MNIMI ��Y "r�� •. ".�Y iL hh h' i :Mh — r fir f!r frIMMMMlMMMAMMNMMMI 'r M•��Ma��-r-��aMM��aM�+�,�+�c� AMNMMY.J�II��:11'J.::.MNNIMAaC�i7� i i is r a L t. «'. ♦ . • �apl�-^Mas Ai` ��M•�I.M�a'.g "' i r f •. �•NMMNI M_ MLS, �5`tl li•J� r . f ter. h ♦ i .: =.i so MANHOLE FOR:12" 48" PIPE: CULVERTS �liihi6litlr� V' 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS PB 1 NO PROJECTION OF PIPE ABOVE GROUND EINE _i TDP OF FALL— TOP OF FILL�� GR tlatD LINE x° - TO OF FILL—y, GR4UN:D 1111, a 'i ¢L C5 GRO4MID UW x Coca {: ' 9-filil rrrr rrr yr rr r r� Steven W. Edwards "� rrrrr rrrr I r Cert. No. 0931 rr rr _ EARTH � rjr rr -t i "- ROCK OR 9 rr r 'iq EARTH a 0 + UNYIELDING f + SOL o f, ci _ BED98IG MATERIA. EQ o}� VM D K MIN, 1/10 D X X D X D X BEDDINGWN Alan G. Franklin MATERIAL MATERIAL, 24 0 x * 6-13-17' L( T xPER 11 OF H sI o . &% MAX, 24,, FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL E� �c PIPE PROJECTION ABOVE GROUND LINE �R V MIN. 1.5 x D MIN. 9.5 x L4 MIN. 1.5 r D MIN. i.S x ii TOP OF FILL r^.f .' 1. a'` rte r'r'r'r'r^',r'',/ ��+L�J� r'rFr•'r°d ' dr/,rrr MIN 115 x 0 MIN, 1.5 x 0 7Cf OF FILL rrrrr, r` � f•" r'ri -.,,. @4- - ,-'r�i't'f'rr'r�,'F'r?t'r' r'r'rr'Pr'1a�,-'rr-ter.'—" - SCALE: As Shown TOP OF FILL I ISSUED: 23 Feburary 2017 C•fifr f h . J 5: `" $`7G �f � ��'L'' e" - r'r''t ':?"'♦' ; +ff ,..,�'t;f - _ r, ♦ _. « --._., r .5. y .Y GRijUND ,.-,.,_ { '•.. t r'r'tr'r r'r:+ .••rr'r',":'rr,`'r' .. Gft041ND � ;' �;w,,ti,,. _ �, t"�:•T� .. . ab /rsr�r�.frrlfr.' fifr�fi�lirfr a EARTH MIN, . f � �z 1f10 D R WN. i/10 D k D BEDDING I MgTeR€A, � OPEC D X SOILMIN, 1 In r-to cu. MINI, B", BEDDING MADT�R 4 mATH SHEET: jinx, z ° MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH 302 OF THE ROAD AND BRIDGE EMBANKMEhf7 NOTES; SPECIFICATIONS. -------------------- CLASS I EIACKFILL MATERIAL IN ACCORDANCE FOR CvENERAL NOTES ON PIPE I3Ecmc, S€F- INSTALLATION OF PIPE CULYERTS , Ne . al" ML A... r COVER FRAME SP£CIFtCATiONS. � REGULAR BACKFILL MATERIAL IN ACCORDANCE ON: SHEET 947.GU. FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL tam ..xr N WITH SECTION 3D2 O THE ROAD AND r✓'tfrr ---'.'.SP'ECI ICATIONS. AN ACCORDANCE ISECTION 3t12 OF THE ROAD BRIOG£ - CAISSHEO GLASS COWORMING TO THE AND BRIDGE SPECIFICATIONS. . W REQUIREMENTS FOR CRUSHER RUNT nC REGATE SIZE 25 AND 26 A1+%Y BE '.FOR -ALL -{3THER. PIPE REGULAR BACKFILL. MATERIAL -- - USED IN PLACE OF GLASS I BACKFILL. - _ r✓•wrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD TS � NQ -- AND BRIDGE SPECIFICATIONS. -. 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS PB 1 NO PROJECTION OF PIPE ABOVE GROUND EINE _i TDP OF FALL— TOP OF FILL�� GR tlatD LINE x° - TO OF FILL—y, GR4UN:D 1111, a 'i ¢L C5 GRO4MID UW x Coca {: ' 9-filil rrrr rrr yr rr r r� Steven W. Edwards "� rrrrr rrrr I r Cert. No. 0931 rr rr _ EARTH � rjr rr -t i "- ROCK OR 9 rr r 'iq EARTH a 0 + UNYIELDING f + SOL o f, ci _ BED98IG MATERIA. EQ o}� VM D K MIN, 1/10 D X X D X D X BEDDINGWN Alan G. Franklin MATERIAL MATERIAL, 24 0 x * 6-13-17' L( T xPER 11 OF H sI o . &% MAX, 24,, FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL E� �c PIPE PROJECTION ABOVE GROUND LINE �R V MIN. 1.5 x D MIN. 9.5 x L4 MIN. 1.5 r D MIN. i.S x ii TOP OF FILL r^.f .' 1. a'` rte r'r'r'r'r^',r'',/ ��+L�J� r'rFr•'r°d ' dr/,rrr MIN 115 x 0 MIN, 1.5 x 0 7Cf OF FILL rrrrr, r` � f•" r'ri -.,,. @4- - ,-'r�i't'f'rr'r�,'F'r?t'r' r'r'rr'Pr'1a�,-'rr-ter.'—" - SCALE: As Shown TOP OF FILL I ISSUED: 23 Feburary 2017 C•fifr f h . J 5: `" $`7G �f � ��'L'' e" - r'r''t ':?"'♦' ; +ff ,..,�'t;f - _ r, ♦ _. « --._., r .5. y .Y GRijUND ,.-,.,_ { '•.. t r'r'tr'r r'r:+ .••rr'r',":'rr,`'r' .. Gft041ND � ;' �;w,,ti,,. _ �, t"�:•T� "' — `- LIVE. ab 3. 06-13-17, ACSA COMMENTS 81i a EARTH MIN, �z 1f10 D R WN. i/10 D k D BEDDING I MgTeR€A, � OPEC D X SOILMIN, 1 In r-to cu. MINI, B", BEDDING MADT�R 4 mATH SHEET: jinx, z ° MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH 302 OF THE ROAD AND BRIDGE EMBANKMEhf7 NOTES; SPECIFICATIONS. CLASS I EIACKFILL MATERIAL IN ACCORDANCE FOR CvENERAL NOTES ON PIPE I3Ecmc, S€F- INSTALLATION OF PIPE CULYERTS WITH SE014ON 302 OF THE 'ROAD AND BRIDGE C1R NQ AND STORM SEWERS GENERAL NOTES SP£CIFtCATiONS. � REGULAR BACKFILL MATERIAL IN ACCORDANCE ON: SHEET 947.GU. FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL tam ..xr N WITH SECTION 3D2 O THE ROAD AND r✓'tfrr ---'.'.SP'ECI ICATIONS. AN ACCORDANCE ISECTION 3t12 OF THE ROAD BRIOG£ - CAISSHEO GLASS COWORMING TO THE AND BRIDGE SPECIFICATIONS. . W REQUIREMENTS FOR CRUSHER RUNT nC REGATE SIZE 25 AND 26 A1+%Y BE '.FOR -ALL -{3THER. PIPE REGULAR BACKFILL. MATERIAL -- - USED IN PLACE OF GLASS I BACKFILL. - _ r✓•wrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD TS � NQ -- AND BRIDGE SPECIFICATIONS. -. - VD0T INSTALL. OF PIPE CULVERT AND SPECIFICATION. ..1FICATt9N - STORM EWER REFERENCE D E1R85G� STANDARDS ROAD Acle CIRC. PIPE BEDDiNG AND - METHOD IIINI SHEET.( [1F REVISION DATE i37t12 .BACKFILL 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele) 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 Wel 434.531.5544 el alan@alanfranklinpe.com KEY:{ F � 1 a l } I { A 'i� 1 f SPOt. R q , Xn bite' hr Z .� • !":Y)W •` D 3 Z ■� W,•,,,, < Q � C W o �C Q b�0+ CLC O OZ OF ¢L C5 �Jr ry V W Coca {: . Steven W. Edwards r Cert. No. 0931 07 0u, c 6-13-17 °b v"u cZ td' 'PE 0 N R n CLL m oc E� C C mn .Q o - EQ o}� TH 0, v � f Alan G. Franklin Lic. No. 35326 EC ox * 6-13-17' �R sI o ONA L o E� �c �R V =R SCALE: As Shown oQ ISSUED: 23 Feburary 2017 REVISIONS: -- 02-08-17, APPROVED BY BOS oz 1. 04-20-17, COUNTY COMMENTS N 2. 05-19-17, COUNTY COMMENTS ab 3. 06-13-17, ACSA COMMENTS 81i �u v5z �z R In r-to cu. QE _.Q Q SHEET: o� �-L �C .0 Q Q) U+ NV OV C1R NQ Y Q LD L Q Q)u =[ i✓ Q oQ !ZQ S ZC Storm Drain Details TS � NQ OF 269 R Q� �' / NOTES: \ . \ \ Z� l 1. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA DURING CONSTRUCTION OF THE CONNECTION TO THE EXISTING RWSA, 12" WATERLINE. / / = 2. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 12" WATERLINE DURING CONSTRUCTION. \ \ 3. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12" WATERLINE PRIOR TO � \ . 0 1' 30' 60' _0' , r / ' i ti / %✓ / MODIFYING OR CONNECTING TO THE EXISTING WATERLINE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE'TEST PIT AND SHALL BE PRESENT \ �' \ \, DURING THE TEST PIT, 550 "" °^'"`l -'` 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 1 ' r `' / w_ 550 ` l r j THE TEST PIT. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF CONNECTING TO THE EXISTING WATERLINE. IF AN)Y ACSA CUSTOMERS WILL BE w• i �r ,r i r WITHOUT WATER DUE TO THE PROPOSED CONNECTION TO THE EXISTING WATERLINE, THEN THE CONTRACTOR SHALL COORDINIATE THE OUTAGE WITH ACSA. '1 , J1 , 5. CONTRACTOR SHALL USE DUE DILIGENCE TO NOT DISTURB THE EXISTING BLOCKING OR THRUST RESTRAINT ON THE EXISTING 12" WATERLINE, u �� 560 560 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. r 8, SEE SHEET 2 FOR RWSA GENERAL CONSTRUCTION NOTES. 9. ACSA IS NOT RESPONSIBLE FOR RESTORING THE PERMEABLE PAVERS IN THE FUTURE IF EXCAVATION OVER THE WATER MAIN IS REQUIRED. RESTORATION OF EX, 12°X6" TEE \ ;, NOTE:� / 1 PAVERS IS THE RESPONSIBILITY OF THE OWNER. EX, FHA � EX, 12" G. V. FIXTURE COUNTS MUST BE PROVIDED TO THE �� 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" PLUG r N , ALBEMARLE COUNTY' SERVICE AUTHORITY PRIOR �� I TO MAKING TAPS FOR WATER SERVICES. METER SIZES WILL BE DETERMINED ONCE FIXTURE r' COUNTS ARE PROVIDED. CONNECT TO EX. 1211 / RWSA WATERLINE @ ' THE GARDEN EX. 12" DIP STUB . o SPOT / / � ""'J ..✓ � �r �' �.-.. -r "'-` r� - �r A"a \ -: Win"'... 'c;-.` /,....,; :, ,-.-,,. t" ...i.�.a.. .a..r...... T ->r. T�..,_.. -.._� 1 ': { / o f / .<; I i1 f 2 W TER s...., a __tea .r ., 8 G.V. \ \ s. s -- .>, 45 BEND ;- -, � _ �'- t fFx _ 11 1FHA 2 WATE SERICE = 1 � / � �. ..•I,. ,,, ,•:, 5 ., ..,..,_-.SERV IC METER, ' f. " ; '% �P�PG. 20 ACSA I •.:,.. ' ::' ;< . ' _..Y ` 11 -, 9 � .. � , fi: I ::: ..` � METER & VAULT / I 8 <L ► �. I EASEMENT- <: VAULT �(C/OM.) 1 jFIT-J MEN mm - t;• _ - - A" x6 E _ -Aft 1 x TEE .- ; `.�-= ,-L . .. :--�fi /rr / l; �.' � � 6 G. ' , ' � t -_ � ,.: 4 8,1 11 TEE -- 7 , 1 { GAS- • . , ,. , , 1 �-_ i ..-- r ........ _...,� ,II 1V.`OUT 555.00 j I I I� I \ 659 ar 1 iy ��jE � r 1'l,.25° BEND j 111x811 TEE 1 I 7 8"iG.V. '1 r 12'x6" RE DUCb y 1 F` A31 E 0 E 1,8"9 RCP T RM PIPEi`, i7 f 11 -CO /DOT l`D:,�I-213 (4 ON X.1 18" RGI IM 557.88 1. IN 054.00, I V. C T 553.113+ T011BE1 ATED ' IUN y ` E. SDMH II r RIM 554.177 j INV. 1N 5,19.24 a 1/N41. OUT 549.0 it i rk 11 V+. ` ~ _ 70_ -_ -- - s -- ✓ `R�°� •' �`. f /~ �c�`�' ��/ t - I --� �- ..._ III FSC Di -2B 1 k \ �1',i;1;G"t - RIM 545.94 � �. ,. ! - - --- -- ...- - -- INV, 39.19' 560~""" � 5 � BERKMAR TIE STORM INTO � ._- • -- � � / �, ' Al ( SYSTEM EX. S' ------- -- X: STORM CROSSING @ I �' ��' - -- _: __ I • - - -- -- - CURB-TNL f \ C `f I R1 I EX. Dl -1 '_ 0 ----_.._.iDF-3B6 4' \ Al 201 CSA----Dr \ (� i \ f Ill I _-.__...._EAS MENT RIM 545.56 l '-\ \ RIM 550.11 I I INV. IN 544.32 CIO I - 1 IMV. UT 541.78 t �' I, h \ I RESIDENTIAL I INV. OUT 544.32 J I� '� RIM 546.1 �� INV 539.0 EX. D- _ j j I °D __ - RIM 543121 I 1 I ,_nl .. - nn EX SMH f INV. IN 38.18 I EX. SMH I II BkrmrCr-1-2 �,, I RIM 549.27 I - ! ss 1 EX g„ pVC $ S,- _. ,, _.... , RIM 546.92 - INV. OU�537.32 B E RK AR C RO I N G INV /N 542.75 - -- - { INV. IN 542.5+ `� ! I I l �I J , _.._ }a' INV. OUT 542.32 INV. OUT 541,29 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele] 434.531.7507 e) steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 tele) 434.531.5544 el alan@alanfranklinpe.com KEY: ti W L W 7 Z Q U w U O Q 0 J a o_ nim o0 `- w �r: v Steven W. Edwards El Cert. No. 0931 6-13-17 �w ED �_4 UN O� N P E AY-� m3 �w �b Ec �Q N 90 `oma Em i,�LTH OF o� Alan G. Franklin Uc. No. 35326 W 6-13-17 4t sI 0 0 ONA L ON Tv S<5 -O EQ -i.0 I/) T I--->1 WE Q. �N N� N� SCALE: 1 " = 30' o� ISSUED: 23 Feburary 2017 No REVISIONS: �N Qa J -- 02-08-17, APPROVED BY BOS NJ 0.6 1. 04-20-17, COUNTY COMMENTS 2. 05-19-17, COUNTY COMMENTS 3. 06-13-17, ACSA COMMENTS UO N� �N a0�y tna NW �O -O SHEET: Q 03 N� -4 3 v� "7� 0 L, 04 �y a o� Q� 00 za Utility Plan 0 CO wo OF 2i 6 aU) 0 09 md •9 md m =$ m" Vii] .......... - _. ---- __._. ---_ __ ........ ,_--_ - - __ ... - _ - - ___ _... _.__ _. _. _.... NOTES: ! ! I ! ! I I j ! ! 1. ALL 8" �f 6" WATERLINE SHALL BE CLASS 52 DUCTILE IRON PIPE. , ; 1 ! 2. ALL 4" WATERLINE SHALL BE CLASS 53 DUCTILE IRON PIPE. 3. ALL WATER SERVICE CONNECTIONSI SHALL BE TYPE K COPPER TUBING. I ; 4. THE MINIMUM VERTICAL SEPARATION BETWEEN STORM PIPES AND I , WATERMAI� S IS 12". S THEMIVIMUM VERTICAL SEPARATION BETWEEN SANITARY EWERAND WATIINE IS 18".. II i i 6. 3.5' MINIMUM COVER REQUIRED OVER CENTERLINE OF PIPE. I j 1.5' ± i ! SEPARATION; f EXITING GRADE ! 1, j PROPOSED GRADEi i EX. 12" RWSA 1 ! ! ! ± WATERLINE ! ( SEPARATION, I / ! / i I I I I i __....----. .. ( . _.. _-..____ ____._.._____ .----_ _...__._ _ __.___.__ _ _ 3.5 M i N — ___._._- -._--- _ _.-_. __ I _ NPROPOSED 8' 1-- ' COVER ( i SEPARA 110 I / / 5' + ! ! / CLASS 52 DIP WAITERLINE i SIEPARATION / -- 1.5'± I SEPARATION / _..-_ I ._ ._ . .-.._. — _ �. .�..w..._._......_._.ri".FSL ._... _ ......_. —. __..... _....o---:-_ _ _ .. ......_...__ _.. _ . o ..._....__..._....._..._..— . _ ---....._._i__,..... _ � , i I ""�_ � ' I i i i I I I PROPOSED 12" j CLASS 52 DIP WATERLINE ._._.... _._ ............._./ill — u ¢ 1 i co ! o _I eN- I I I j (i' > I W ! W H QI Q (D U O Z z LL Z Z Z U I , , , ! , O z ! ! ! - C14 N U00 iLi Iii LL > ! Lu Lu 0 W > 5 W ! 'S t�VQwO I ! (Z LLI� i- I- W_ ! 0� O ( W j ¢ ! wj (}' WNI-U Z j W Ww O_ IY ! G_ WZoI WW I ZZ W�i1Z WO, � W� j ¢ - O W j m ! m I-- O Z X X ( O I- -I m m O F CO Cts ~- I W ! ~- i IL N Q X Z Z " ! o I i iLO 00 Co Q 00 00 Co �) o o ! - (o oI bo CO i � 00 00 W W Z in ( ; N X X _ C/) , , _ X C'�' Lh I d (� 1 U') L) X, ! X P X X W � W O i N ( ;- N N 10 - - 1 in - N N Ln >C _ N �_ 1 - - W W H @ U) U i N v._..__. _ .._ _I. r r r ._ _...-O _ ....... _. N _. N........' _..-.._.-_ CV (V _ _ __..... �..d _CV ... `N' ... _ ._..._.._ _.......... -¢ ! —� �..._ _-- __.....__ ... _.__ _.__._ ......__ _ �___....._.. ___...._.._ ----._._.__ - _.._- -.- -___................_ _ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 WATERLINE 'A' SCALE H: 1" = 50' V: 1" = 10' e �1 •! WATERLINE 'B' SCALE H: 1"=50' V: 1"= 10' -- - -- -- - ..-.. - --- - _._r - - - .....-..... __ _....__.-..- -- . .. - - -- —_... _ .............. ----._.__—._.__... -- _...-.-... -- -- _ — - - -...—.....- ._..... -----—...._.._..._ ._—_.. - --- {� NOTES: I —---------- 1 ! ; 1. ALL 8" & 6" ATERLINE Sf "ALL BE CLASS 52 DUCTILE IRON PIPE. 12. ALL 4" WATERLINE SHALL BE CLASS 53 DUCTILE IRON PIPE. 3. ALL WATE SERVICE CONNECTIONS SHALL BE TYPE K!COPPER TUBI i G. EXI pTING GRADE 4, THE MINIM M VERTICAL SEPARATION B TWEEN STOR� PIPES AND WATERMAINS 1 IIs --- _. _ --- - --._.. ---- -- -- - - -_V.ERT-ICALS _PA-R-A-TION BETWEEN SANITARY SEWER_ A- --D W-- ATER-L- IN --E IS 1_8"'. -- -- .._ -7 - - - - -----______. _ _._____--__.--__ - - GRADE 6. 3.5' MINIM U COVER REQ IRED OVER CENTERLINE OF PIPE. T 3{ - - I 3.5 MIN. I 2± 4± 1 i COVER SEPA TION SEPARATION r I i i 4 ` I I I I " —.., t l I =X, I I i PROPDSED 8" 1 f 4 I \ i i SEPARATION N CLASS 52 DIP i ✓ . , 14 I oiWAf.RLINE ( j REQUIRED I I j (ST PROlCTOR) Z Lu I � , Z ! EL CO LU — CO 1 ! Lu I J ' Z Z j ! I Z W - I I - ( ¢ i i i co I 0 0 W 0 0 Lu ILL ! 0 W 0 g I I j! 0w � ! Z ZLLIW? Z Z W i z I W 0 Z W( W� FW I i l m Im CO m E- 03 Z W m 1 ® 1 W 1- � i W O H O ZL I m Co 0 0 00 00 1 0 o Co o Co "� m o (U) W CO 00 0� co U) '' ! �� ( W m iCo P: o ! O _X -- I NLq X LCLo X Lq ' - X o X Nd o X N N_ N N N N O 00 N N OD CO �' CD. � N� CO d 00 01 00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 WATERLINE 'C' SCALE H: 1"=50' V: V= 10' EXISTINGIIGRADE RROPOSED GRADE I 95%jo COMPACTION _ -_ -- 590 580 I u ;� Xt,> REaU+RED 580 (STjD PROCTOR) 18" ENCAy ING SLEEVE j. UNDER WALL < _ Y J , 4 a 3.5 MIN. ' 580 570 -- ------ — - ,;. - ---- 570 COVER I I I I 570 560 I ___ _ _ _ . ____.-- __-- 560 I I WPROPOSED 8" j Z I "CLASS 52 DIP (WATERLINE ( W ZZ I � ww 560 550 -__ ______Q co _- ____ - _ _ � _------------__ 550 IJ J W > IU U I LuU 00 00 > > J ! , X 0_ 0 0 ! c N lU) 1`T _ _ - 9? ........ - --...... .... .... --------- - 10+00 10+50 WATERLINE'D' SCALE H: 1" = 50' V: 1" = 10' NOTES: OF �jAa MtIEK 1b NUl 1'KUYIUtU. ✓ oc 1. AL� 8" & 6" WATE LINE SHALL BE CLASS 52 DUCTILE IRON PIPE. _ 2. ALL 4WATERLINE SHALL BE CLASS 53 DUCTILE IRON PIPE. ; ( _ 6 EX'TENSION EX'T'ENSION I Z. �v �C 6-13-17 3. ALL WATER SERVICE CONNECT'ONS SHALL BE TYPE K COPPER TUBING. c4 O UR PE ARG Q)< 4. THE MINIMUM VERTICAL SEPARATION BETWEEN STORM PIPES AND WATERMAINS IS 12". �C NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE; E_ 5. THEMINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE IS 18"l (a.CAST Ea C 6+ 6. 3.�' MINIMUM COVER REQUIRED OVER CENTERLINE OF PIPE.' A= 590 IRON ILID 0:5 I EXISTING GRADE Lic. No. 35326 W 0 6-13-17 �a j 3.5' MIN. I I PROPOSED GRADE PR )'POSED 4" -0 a -0a {2 PLACES COVER ! CLASS 53 DIP Ec �r Pn Z_a `----- j -----j-----�- i ; I WATERLINE SCALE: As Shown -I ISSUED: 23 Feburary 2017 N ..........�-..... _ - _- I_ 1C I 5 I @II -- 02-08-17, APPROVED BY BOS mi I PROPOSED 8" — ........... ............. ..... — - - ---._. CLASS 52 DiP r i , ' 570 , , Q �a �z � WATERLINE I ! LOCKWING II BALL = — I ! ui Z 1 V) U CV zE o.� SHEET:CQ a .Q W W U Uj Ui I >WI - ......... _ 3 vQ ¢>I iU --- - _._....--- _ _ _. -- --- --- - - - - _ - _ ..._-...._..... - _,- 560 =a mQ �a LL W I ccW UJ W ! t ! ¢� �u �s +� a 46 w> �CJ -co .t E na i � w Z W w W; ZOLu Lij, i CO X Co rPI I m ¢ ! X X; 4 i ¢I �I W o 01 NED ' II 60i 10+00 11+00 12+00 13+00 14+00 WATERLINE 'B' SCALE H: 1"=50' V: 1"= 10' -- - -- -- - ..-.. - --- - _._r - - - .....-..... __ _....__.-..- -- . .. - - -- —_... _ .............. ----._.__—._.__... -- _...-.-... -- -- _ — - - -...—.....- ._..... -----—...._.._..._ ._—_.. - --- {� NOTES: I —---------- 1 ! ; 1. ALL 8" & 6" ATERLINE Sf "ALL BE CLASS 52 DUCTILE IRON PIPE. 12. ALL 4" WATERLINE SHALL BE CLASS 53 DUCTILE IRON PIPE. 3. ALL WATE SERVICE CONNECTIONS SHALL BE TYPE K!COPPER TUBI i G. EXI pTING GRADE 4, THE MINIM M VERTICAL SEPARATION B TWEEN STOR� PIPES AND WATERMAINS 1 IIs --- _. _ --- - --._.. ---- -- -- - - -_V.ERT-ICALS _PA-R-A-TION BETWEEN SANITARY SEWER_ A- --D W-- ATER-L- IN --E IS 1_8"'. -- -- .._ -7 - - - - -----______. _ _._____--__.--__ - - GRADE 6. 3.5' MINIM U COVER REQ IRED OVER CENTERLINE OF PIPE. T 3{ - - I 3.5 MIN. I 2± 4± 1 i COVER SEPA TION SEPARATION r I i i 4 ` I I I I " —.., t l I =X, I I i PROPDSED 8" 1 f 4 I \ i i SEPARATION N CLASS 52 DIP i ✓ . , 14 I oiWAf.RLINE ( j REQUIRED I I j (ST PROlCTOR) Z Lu I � , Z ! EL CO LU — CO 1 ! Lu I J ' Z Z j ! I Z W - I I - ( ¢ i i i co I 0 0 W 0 0 Lu ILL ! 0 W 0 g I I j! 0w � ! Z ZLLIW? Z Z W i z I W 0 Z W( W� FW I i l m Im CO m E- 03 Z W m 1 ® 1 W 1- � i W O H O ZL I m Co 0 0 00 00 1 0 o Co o Co "� m o (U) W CO 00 0� co U) '' ! �� ( W m iCo P: o ! O _X -- I NLq X LCLo X Lq ' - X o X Nd o X N N_ N N N N O 00 N N OD CO �' CD. � N� CO d 00 01 00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 WATERLINE 'C' SCALE H: 1"=50' V: V= 10' EXISTINGIIGRADE RROPOSED GRADE I 95%jo COMPACTION _ -_ -- 590 580 I u ;� Xt,> REaU+RED 580 (STjD PROCTOR) 18" ENCAy ING SLEEVE j. UNDER WALL < _ Y J , 4 a 3.5 MIN. ' 580 570 -- ------ — - ,;. - ---- 570 COVER I I I I 570 560 I ___ _ _ _ . ____.-- __-- 560 I I WPROPOSED 8" j Z I "CLASS 52 DIP (WATERLINE ( W ZZ I � ww 560 550 -__ ______Q co _- ____ - _ _ � _------------__ 550 IJ J W > IU U I LuU 00 00 > > J ! , X 0_ 0 0 ! c N lU) 1`T _ _ - 9? ........ - --...... .... .... --------- - 10+00 10+50 WATERLINE'D' SCALE H: 1" = 50' V: 1" = 10' TD -1 TD -3 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.75 07 0 el steve@edwardsdesignstudio,com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning a ning Engineering 427 Cranberry Lane, Crozet, VA 22932 tele) 434.531,5544 el alan@alanfranklinpe.com W rI m,.1 1Z ■ LLJ Q Z Q W F— U) O Q Q G 0 0- A, n oz OF �jAa MtIEK 1b NUl 1'KUYIUtU. ✓ oc ". ., Steven W. Edwards 6 EX'TENSION EX'T'ENSION Cert, No. 0931 U Z. �v �C 6-13-17 SINGLE SERVICE c4 O UR PE ARG Q)< �C NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE; E_ (a.CAST Ea C 6+ �1 TH OF A= IRON ILID 0:5 PIPE SLOT Lic. No. 35326 W 0 6-13-17 �a SIGNAL FINISHED GRADE -0 a -0a {2 PLACES io Ec �r Pn Z_a -TE a Ou z 811 SCALE: As Shown oQ ISSUED: 23 Feburary 2017 N REVISIONS: 1C @II -- 02-08-17, APPROVED BY BOS 1. 04-20-17, COUNTY COMMENTS N 2. 05-19-17, COUNTY COMMENTS an 3. 06-13-17, ACSA COMMENTS �a �z LOCKWING II BALL = — _ METER - BOX V) U CV zE o.� SHEET:CQ a .Q VALVE (INLET Nc S 3 vQ U,. 2tl a6 =a mQ �a C OUTLET) 36" MIN. 1 I �u �s +� a 46 I I COPPERSETTER .t E na Z Waterline Profiles -6 a 413 OF 26 a aU 1/8 BEND COUPLING =I I� NOTES, (1) A, 1-31/4" DIAMETER HALE IS REQUIRED tN THE LID FOR TORCH DEAD METERS, - METER _ CORPORATION STOP BRICK AS NECESSARY TYPICAL METER BOXES TYPICAL_ SERVICE LATERAL INSTALLATION (5/8, 1" METERS) (5/8" & 1 " METERS) ,NTS NTS FIG. W-7 FIG. W -6A TD -1 TD -3 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.75 07 0 el steve@edwardsdesignstudio,com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning a ning Engineering 427 Cranberry Lane, Crozet, VA 22932 tele) 434.531,5544 el alan@alanfranklinpe.com W rI m,.1 1Z ■ LLJ Q Z Q W F— U) O Q Q G 0 0- A, n oz OF �jAa y�,tiTH oc Steven W. Edwards U— @° Cert, No. 0931 U Z. �v �C 6-13-17 °0 UV c4 O UR PE ARG Q)< �C E_ 1 C O}_r Ea C 6+ �1 TH OF A= 0:5 Alan Alan G. Franklin Lic. No. 35326 W 0 6-13-17 �a SIGNAL -Ru: -Ru: -0 a -0a io Ec �r Pn Z_a -TE a Ou z 811 SCALE: As Shown oQ ISSUED: 23 Feburary 2017 N REVISIONS: 1C @II -- 02-08-17, APPROVED BY BOS 1. 04-20-17, COUNTY COMMENTS N 2. 05-19-17, COUNTY COMMENTS an 3. 06-13-17, ACSA COMMENTS �a �z Nu -c V) U CV zE o.� SHEET:CQ a .Q Pv Nc S 3 vQ U,. 2tl a6 =a mQ �a C �u �s +� a 46 .t E na Z Waterline Profiles -6 a 413 OF 26 a aU NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES— VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 1.8"'-22" VALVE BOX 7 CU. FT. #68 STONE' 42"MIN iso. GATE VALVE e : a" X 5" TEE a, 2500 P,S.I. CONCRETE 7a BASE AND THRUST BLOCK AGAINST i •• �� UNDISTURBED STABLE SOIL STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE; 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE EIRE HYDRANT ( INCLUDING DITCHES ,) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND. VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR; BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5: FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N. T -S. FIG. W-4 TD -8 -/—PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE II ADJUSTABLE VALVE BOX W/ LID 1I n � TTD-19 D-20 0 MOTES: 1. PROMDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2, MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4" MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF IMASONARY BLOCK SHALL BE 8"� 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL. BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT 1 1 27P METER NTS FIC, W-7 TD -12 I 24" X 36' ALUMINUM ACCESS WATCH I " 36" - ' OVER METER AND TEST TAP Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele) 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 tele) 434.531.5544 el alan@alanfranklinpe.com C TD– 9 c nos =t Ox �a `oc � TTD-19 D-20 0 MOTES: 1. PROMDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2, MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4" MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF IMASONARY BLOCK SHALL BE 8"� 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL. BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT 1 1 27P METER NTS FIC, W-7 TD -12 I 24" X 36' ALUMINUM ACCESS WATCH I " 36" - ' OVER METER AND TEST TAP Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele) 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 tele) 434.531.5544 el alan@alanfranklinpe.com C n c nos =t Ox I 24" X 36' ALUMINUM ACCESS WATCH I " 36" - ' OVER METER AND TEST TAP Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele) 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 tele) 434.531.5544 el alan@alanfranklinpe.com C rc n c nos =t Ox �a `oc ac on ov a �1 TH OF I oz A O �G' Alan G. Franklin Steven W. Edwards @a C" Cert. No. 0931 �-"u U yl� 6-13-17 6-13-17 w Eou Q c9 =z 0 �R PE OS E� _ rc co �teOUC - a ,F R Oa i' RS Q OS ZC �C a, R Waterline Details PC 410 01726R"": EC _ Rf � QC iS �a `oc TH OF v I C Alan G. Franklin Lic. No. 35326 W gs yl� 6-13-17 CC s� oa ` ON L vu �R OS E� NC �tt QE U: oR SCALE: As Shown -= s oQ ISSUED: 23 Feburary 2017 REVISIONS: w7- "Fur- _"@e-- --02-08-17, APPROVED BY BOS 1. 04-20-17, COUNTY COMMENTS 8i 2. 05-19-17, COUNTY COMMENTS ob 3. 06-13-17, ACSA COMMENTS �z Nv =R 9p2 V)'C QXL B£ mw 'O C V))U C: U Cil ++a SHEET: .Q os :c G +'s s� �E Ua OU OU =a R) Q co �teOUC - a ,F R Oa i' RS Q OS ZC �C a, R Waterline Details PC 410 01726R"": MOM • .m 10+00 11+00 SANITARY SEWER 'A' SCALE H: 1"=50' V: I"= 10' 12+00 13+00 570 -_._. _.____._ _.___ _ _....______.._ __fi___. _ -___ j5i7.55 LF OF 8"1PVC i 'i ' 1 I I I 1 I i 59.35 LF OF 8" 49.69; LF OF 8" I PVC @ 0.61 °7o PVC 0,60% ....__ 550 ' _ NOTES. _..__._ 1. ALL PVC SANITARY MAINS TO BE SDR 6 PVC. 2. ALL DIP SANITARY MAINS TO BE CLAS 51 DIP. i 3. THE MINIMUM VERTICAL SEPARATION'FROM STORM 61RAIN LINE IS 2". j 4. THE MINIUM VERTICA4 SEPARATION FROM WATERYINE IS 18". 5. MAINTAIN 3' MINIMUM COVER. 10+00 11+00 12+00 SANITARY SEWER 'C' SCALE H: 1" = 50' V: 1" = 10' 14+00 SD C3 STA12+78.60 1 ACSA MH EXISTIN� RI 577.25 GRADE IN AN 570.19 IN�t. OUT 569.99 r PROPOSE GRADE nit r71% In fi 15+00 SS C4 STA 1-3+85,54-1 ACSA MH RIM 576.68 INV. IN 571.01;(4" LAT) INV. OUT 570.81 SD A6 STA 10+00 ob oQ ACSA MH STA 10+00 RIM 549.75 r- INV. IN 546.14 (DROP) ACSA MH INV. IN 542.34 (2 - 8") INV. OUT 542.14 RIM 578.00 J ..... ___. __.._. ........... ._...... _.... _.... STA 10+50 INV. IN 567.98 DROP MANHOLE j STA 11+45.56 I INV. OUT 567,78 ! J J INV. IN 547.87 INV. IN 574-415 SD C1 J SS-ZB2 �R �Q STA 10+63.35 DROP MANHOLE ACS -MH ( co U) RIM 680.00 U.0 I ! INV. ;N 568.54 I U) INV. OUT 568.34 I 62 U) U) i j SD 5500 't I STA�l1+17.05`4 I _..__.....____._ _.__. __.._____ _. ___I __.__ _ ___ ._._____ .____._ _.._. -ACSA; MH 1. 04-20-17, COUNTY COMMENTS N RIM 581,80 ati 3. 06-13-17, ACSA COMMENTS �z INV. �IN 569.04 Nu u�z ona �z INV. TOUT 568.84 m� m�- �c 530 �__ __.____.. ____.. __ ___....._..___.__._ n4 SHEET: 13+00 570 -_._. _.____._ _.___ _ _....______.._ __fi___. _ -___ j5i7.55 LF OF 8"1PVC i 'i ' 1 I I I 1 I i 59.35 LF OF 8" 49.69; LF OF 8" I PVC @ 0.61 °7o PVC 0,60% ....__ 550 ' _ NOTES. _..__._ 1. ALL PVC SANITARY MAINS TO BE SDR 6 PVC. 2. ALL DIP SANITARY MAINS TO BE CLAS 51 DIP. i 3. THE MINIMUM VERTICAL SEPARATION'FROM STORM 61RAIN LINE IS 2". j 4. THE MINIUM VERTICA4 SEPARATION FROM WATERYINE IS 18". 5. MAINTAIN 3' MINIMUM COVER. 10+00 11+00 12+00 SANITARY SEWER 'C' SCALE H: 1" = 50' V: 1" = 10' 14+00 SD C3 STA12+78.60 1 ACSA MH EXISTIN� RI 577.25 GRADE IN AN 570.19 IN�t. OUT 569.99 r PROPOSE GRADE nit r71% In fi 15+00 SS C4 STA 1-3+85,54-1 ACSA MH RIM 576.68 INV. IN 571.01;(4" LAT) INV. OUT 570.81 13+00 14+00 •0 i 17+00 •1! • WE 530 t I 500 •f Wf] SS-ZA1 • STA 10+00 ob oQ ACSA MH r n RIM 549.75 r- INV. IN 546.14 (DROP) ills i ! i INV. IN 542.34 (2 - 8") INV. OUT 542.14 J ..... ___. __.._. ........... ._...... _.... _.... STA 10+50 SS-ZP1 j DROP MANHOLE j STA 11+45.56 I MANHOLE (PRIVATE) ! J J INV. IN 547.87 INV. IN 574-415 J J SS-ZB2 �R �Q STA 10+97.56 DROP MANHOLE RIM 573.00 ( co U) U.0 Q'Co I U) U) U) i "t I I d' 't �s d' �f 13+00 14+00 •0 i 17+00 •1! • WE 530 t I 500 •f Wf] SS-ZA1 • STA 10+00 ob oQ ACSA MH r n RIM 549.75 r- INV. IN 546.14 (DROP) ills i ! i INV. IN 542.34 (2 - 8") INV. OUT 542.14 - . _ __. ______.__.._ __ ___ _......... _ SS-ZB1 1 ..... ___. __.._. ........... ._...... _.... _.... STA 10+50 SS-ZP1 j DROP MANHOLE j STA 11+45.56 RIM 554.67 j MANHOLE (PRIVATE) INV. IN 550.67 (DROP) RIM 582.25 INV. IN 547.87 INV. IN 574-415 __..._..._ __.._..--... INV:_C7UT� 47:67 ... ...r-_ INV. OUT 57y .25 SS-ZB2 �R �Q STA 10+97.56 DROP MANHOLE RIM 573.00 j j INV, IN 569.00 !(DROP) i ..... _---__. f NV:LLTIV 563:20 INV. OUT 563.40 EXISTING GRADE 44.00 LF OF 8" DIP @ 12.00% (PIRIVATE) 18" ENCASING SLEEVE UNDER WALL I -43.56 LF OF 8' DIP @ 28.31 %1 1 / 1 (PRIVATE) RETE 540 '46700 -LF -OF 8" -' - - DIP @ 3.33% j (PRIVATE) i ry 1' SEP. 530 MIN, 500 E SS P2 STA 14+30.56 j I MANHOLE PRIVATE) PROPOSED RIM 582.001 j GRADE INV. IN 578.?0 (8" LAT) I 57 INV. OUT 518.00 _._ _ 281.00 LF OF8" PVC @ 1.26 (PRIVATE) 1580 i ! 1540 11. ALL PVC SANITARY MAINS TO BE SDR 26 PVC. ( I . ALL DIP SANITARY MAINS T?O BE CLASS 51 DIP. ! !F 3 THE MINIMUM VERTICAL SEPARATION FROM STORM DRAIN LINE IS 12"..( I I . THE MINIMUM VERTICAL SEPARATION FROM WATERLINE IS 18". j 5. MAINTAIN 3 INIMUM COVER. C.. ----- - - - ---- - - - _.. - -- -------- 10+00 ---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' mm • ob oQ r n r ■ r- ills i ! i Steven W. Edwards C' Cert. No. 0931 -13-17 ��6� on vu i •• 0 P E ARS �< mm --- Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele) 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 tele) 434.531.5544 el clan@aianfranklinpe.com p 6A • ob oQ r� 'c Steven W. Edwards C' Cert. No. 0931 -13-17 ��6� on vu i •• 0 P E ARS �< E_ w, iS o� �R �Q Alan �. Franklin �ft � Lic. No. 35326 W �S U.0 Q'Co Ta @S V)e C: R N£ CL OU (� C NR SCALE: As Shown sc oQ ISSUED: 23 �eburary 2017 �s REVISIONS: �� -- 02-08-17, APPROVED BY BOS 1. 04-20-17, COUNTY COMMENTS N 2. 05-19-17, COUNTY COMMENTS ati 3. 06-13-17, ACSA COMMENTS �z Nu u�z ona �z m� m�- �c vi -u cu m� n4 SHEET: --- Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele) 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 tele) 434.531.5544 el clan@aianfranklinpe.com p 6A bAK a ob oQ r� 'c Steven W. Edwards C' Cert. No. 0931 -13-17 ��6� on vu �A 0 P E ARS �< E_ w, iS o� �R �Q Alan �. Franklin �ft � Lic. No. 35326 W �S U.0 Q'Co Ta @S V)e C: R N£ CL OU (� C NR SCALE: As Shown sc oQ ISSUED: 23 �eburary 2017 �s REVISIONS: �� -- 02-08-17, APPROVED BY BOS 1. 04-20-17, COUNTY COMMENTS N 2. 05-19-17, COUNTY COMMENTS ati 3. 06-13-17, ACSA COMMENTS �z Nu u�z ona �z m� m�- �c vi -u cu m� n4 SHEET: +� e °a a� U= sC ?s* -Q 3 �E Ua NU OU O -ft t6 Q N+ (O a �C NU s � �ft Oa �a S Sar�i�ary Sewer �R of 2�i ft ¢u FRAME & COVER (SEE FIG. S -I -D E STREET SURFACE OR ® NON -PAVED AREA SLCPED ,AREA '-O" MSA, 0" RUBBER COATED STEEL STEPS CAST IN PLACE 3'--0" MIN PRECAST REINFDRC'ED CONCRETE SECTIONS 12 MIN "0" RING SEALS 4 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M. H. 5 4°-0 FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOWCONCRETE - � DIARIES CHANNEL TO E FILLETS 3/4 DIAMETER OF CONTRIBUTING SEWER. 4. s A FILLETED INVERT FORA SMOOTH .4. � TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED, MIN 6" BEDDING NOTE W/ NO. 68 NONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE -CONSULTANT FOR THE'SO]L CONDITIONS 2. THE CONSULTANT WILL DETERMINE WHETHER MANIHOLE"S SHALL HAVE ` TENIDEC CFS NON-EXTENDEO BASES. Al I JOINTS. I IFT HOI F . INI FTq. 0HTI FTq TO RF qFAI FIS At. .Rn 1TFD TD -25 TD -34 REMA NINC BACKFILL SHALL TH OF +� �f �O ti C. -. UC NOT CONTAIN ROCK MATERIAL @° t_1 Cert. No. 0931 H 36"MINI 6-13-17 oe GU LARGER THAN 5 IN ANY OZ u vR PE NRS �< I Nti c DIMENSION me 0 Eg >ti c as n I 24 "MI .Q C S O� Ea oQ I LTH OF94 �? OtMan IIS IAL BACKFILL.* G. Franklin 8"MIN 6-13-17�a (6 LIFTS) EMBEDMENT ONA L Ta @S Et THOROUGHLY COMPACTED SPRING LIME U: NR �C SCALE: As Shown oQ ISSUED: 23 Feburary 2017 BY HAND OR APPROVED OF PIPE OC (_ Ma -- 02-08-17, APPROVED BY BOS MECHANICAL TAMPER 0_ 2. 05-19-17, COUNTY COMMENTS '0 3. 06-13-17, ACSA COMMENTS tz �HAIUNCHING NO. 68 STCNE --- --- �C `C ui u cu a. BEIDDING 6" max. 4" rain SHEET: Q FOUNDATION (SHALL BE -REQUIRED +'s ED WHEN SOIL —f CONDITIONS ARE: UNSTABLE ALL. PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VIDOT RIGHT -CSF -WAY SHALL BE BACKFILLED ENTIRELY WITH NO, 21A 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' Details�` 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL HE INSTALLED ON A 'MINIMUM 6" BEDDING OF NO. 658 STONE ' TD -25 SEWER SERVICE LATERAL CONNECTION NOTES. 1, INHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVLRT 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 RIPE CONNECTED TO THE MANHOLE. 2. SEXIER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SMALL BE CONNECTED 'USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FONT ) 4, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' 'MIN DIAMETER OF 4"; 5. ALL SEWER LATERALS. SHALL HAVE A MINIMUM COVER OF 3 FEET. / 01' SALT �-_. TREATED FINISHED GROUND 2 x 4 MARKER MAIN LINE FRAME & COVER SEE FIC. --1---0, it y STREET SURFACE OR NON -PAVED AREA .SLOPED AREA , D,>RUBBER COATED STEEL STEPS 1 °�O'° MAXU.CA sT IN PLACE ,. --- PRECAST REINFORCED CONCRETE ° SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3'-0" MIN THE DROP CONNECTION SHALL BE p DUCTILE IRON PIPE (CLASS 5 0) BACKFILLED IN 6'ILAYERS AND COMPACTED BY HAND TAMPERS OR 1 BACKFILLED WITH SELF -COMPACTING 16°` MAX STONE, 5" MINIMUM ELEVATION DIFFERENCE 12''f IP 12 I11EN ACROSS M.H. FROM INLET TO VAP,IE OUTLET SHALL BE 0.20 FEET %e, , A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BET'W'EEN Ir INLET & OULET PIPE SHALL BE P PROMDED. 2"1 W a 3/4 DIA OF LARGEST PIPE IN MANHOLE hIIN, 6" BEDDING WITH NO, 68 STO,NF NOTES: ' 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED' Y 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 HE SEALED & GROUTED INSIDE AND OUT. -let W rt- ILL 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE PLAN DESIGN ON SEWERS WITH STEEP SLOPES. VARIES TYPICAL MANHOLE WITH DROP CONNECTION SEWER SERVICE LATERAL CONNECTION NTS N.T,& FIC, -I-C FIC. S-4-2 TD-28 avr -1 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele) 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 I tele) 434.531.5544 el alan@alanfranklinpe.com ..r.-.. �Aid 2; Aj IL , M Z � •� W S � 2 0 Z .� a W <C 3 Z '� O <C � W U) C� .� O aC Z> A TD -34 0_ oti UU O V TH OF SEWER SERVICE LATERAL CONNECTION NOTES. 1, INHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVLRT 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 RIPE CONNECTED TO THE MANHOLE. 2. SEXIER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SMALL BE CONNECTED 'USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FONT ) 4, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' 'MIN DIAMETER OF 4"; 5. ALL SEWER LATERALS. SHALL HAVE A MINIMUM COVER OF 3 FEET. / 01' SALT �-_. TREATED FINISHED GROUND 2 x 4 MARKER MAIN LINE FRAME & COVER SEE FIC. --1---0, it y STREET SURFACE OR NON -PAVED AREA .SLOPED AREA , D,>RUBBER COATED STEEL STEPS 1 °�O'° MAXU.CA sT IN PLACE ,. --- PRECAST REINFORCED CONCRETE ° SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3'-0" MIN THE DROP CONNECTION SHALL BE p DUCTILE IRON PIPE (CLASS 5 0) BACKFILLED IN 6'ILAYERS AND COMPACTED BY HAND TAMPERS OR 1 BACKFILLED WITH SELF -COMPACTING 16°` MAX STONE, 5" MINIMUM ELEVATION DIFFERENCE 12''f IP 12 I11EN ACROSS M.H. FROM INLET TO VAP,IE OUTLET SHALL BE 0.20 FEET %e, , A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BET'W'EEN Ir INLET & OULET PIPE SHALL BE P PROMDED. 2"1 W a 3/4 DIA OF LARGEST PIPE IN MANHOLE hIIN, 6" BEDDING WITH NO, 68 STO,NF NOTES: ' 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED' Y 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 HE SEALED & GROUTED INSIDE AND OUT. -let W rt- ILL 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE PLAN DESIGN ON SEWERS WITH STEEP SLOPES. VARIES TYPICAL MANHOLE WITH DROP CONNECTION SEWER SERVICE LATERAL CONNECTION NTS N.T,& FIC, -I-C FIC. S-4-2 TD-28 avr -1 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele) 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 I tele) 434.531.5544 el alan@alanfranklinpe.com ..r.-.. �Aid 2; Aj IL , M Z � •� W S � 2 0 Z .� a W <C 3 Z '� O <C � W U) C� .� O aC Z> A 0_ oti UU O V TH OF +� �f �O ti C. -. UC Steven W. Edwards @° t_1 Cert. No. 0931 H 6-13-17 oe GU OZ u vR PE NRS �< Nti c me 0 Eg >ti c as n .Q C S O� Ea oQ I LTH OF94 �? OtMan G. Franklin 17� Lc. No. 35326 6-13-17�a s� oa ONA L Ta @S Et �C U) OR CL U: NR �C SCALE: As Shown oQ ISSUED: 23 Feburary 2017 REVISIONS: OC (_ Ma -- 02-08-17, APPROVED BY BOS 1. 04-20-17, COUNTY COMMENTS 0_ 2. 05-19-17, COUNTY COMMENTS '0 3. 06-13-17, ACSA COMMENTS tz 0U ca hOZ NZ axl N`°' �C `C ui u cu a. SHEET: Q Q oz +'s Q's �E �+a ou 2u aR +� a m� Ec ou �a oa t�£ Sanitary SewerR QQ: Details�` C OF 26 qNj +� c �_ a ¢u / / '�/ .__ I I/ 1-1 / / I V / I/ I , __� / ", ; `�, � / " __ �, // ,-, - , / . / / ___ / / "I / / i / I/ / .1 / I 11 / � , I �_ / / / / . % I , / / / ___1 _t, � / T/ I I I / / .11", / "\ I / � - rl "" Z 11-- / ( ( / " \ ", Z / / Tl \ 0 .1� , I "' / _ 1�11 / \ /,� // 1* 1, I Ir , / - I - _- _1 - , 1- LS .,...""..,......,.-1.1-11*"", ----., -,--- I- - ___ __ _ 3- CF __,__., -1 12- RC _ ---- _ _ 5- A - - , , , �, �, 1- LS - ___ 10- VB 'Z I .- _-- 1- MG _111- -, " �,�:!:, - ,�', 7- RIC _-1 - - � , � , , , - � �1� ,��, 1___.-,� M ------- 8- VB 1- MV 1____�_ 1 -AA "I ,�-` ___ I I ... _1 1:�4 -, 4 -BW THE ("J"ARDEtl SPOT \\� 1 -4" \ ..", , \ \ \ �/ - , 1. \ 1, '�' I 1, \ , \ \ \ \ W � I I 11 \ I , 1\ \ � \ \ I \ I \ \ \ '\ I \ A \ " i �1, \ \ ____ I . - \ r, �, X--,, - 11 �� ___ , 1�11 , � -1 I \ "-,- , � � - � , \ * 0 15, 30' 60, 120' , �_ �_ , I , IT- _ "I". I'll I 11 � \ , I � \ � ,'� " ,�\ I , " \ - k, , � \ < - I I 1___,� " k �` 'I, , , I I I ----- I \ -------- -- --- C11 l \\\ ,,, \ - - � ---- --- \\ \ \ I---- __ , \ 11� I" I I, - � \ " \, \ � N -------- \ ----- --------- ----- ------------------------- -- -------- 1 - Q81 \ \ \ - - I @ �," , , -, \ / "I, � - - �.� � I -It I 11 �x ,,, \ , \1 \ ---- I , � .-* IZI , � _. - �, I 11 , y 5 -IA _ -1 '\1 10�_ \ \ \ - </ " \ I -, 5- A ,_ " _��_ I I - 3- QS1` � / / / 1� ",�� .00 ,, , ��r � \ \, 1� \ _-, �_ 1/1 /Z I �' " �, �i \, ", / - ____ \ 11 -, �q 1� v, \ I - ,��, \ -0 \ " � I I I - --- , \ \ \l \ I ," " ""� - "I %1', -, �, --,, N, I � � 1__� / / // I � ./I "', - : .. ;��,�, ,_ `1�1 1�� ____ 11 . , \ \ \ � I" ,� ',�, ", .1 � , ,,�, V � / 'l-, 11 \ - \ \ \ \ , � , � __111- / ) / , 1�1 , " �_ --- - " "' _ � I I - . \ \ \ \ � I �Zl / ",�_ I 1� I" 1- CF �', �11 ( "" "I 11 ,�, \ It" / \ NXI , 1. -"-I,--- I I \, , 1� - \ \ ,,,, 1\ / , " ..�� 11�� - �, %�',,, ,e - . ,-' ,,, r � \ \ �� , , , I / ,�, �; ,,,�, / i � , �, ,,�", 1- ZE Z _- ;,,��Jl � D , _" " �_, � "I �,_ - 11) � \ 1�1 . \ \ \ \ , — , I - " , \ I , �, I/ / , / _ �:� ��11 — __ \ ,�� -, � - — / 11 � \ I o....�. / I - _11, — i,�)i _-, , ", ,", 1- UL , ", -1 " � �� - \ \ \ I \ I ." 4- MV / ,;_1 - " � /-- �, I rl�t \ \ " . 11 - '. " - __'� ��, I" I,", � "I 111.11 \ � l, \ � ,- Z ,- - __ ',I I � . / / .011/ I ", I - .,- _15;;:�, _ S -.111 __ "", ,-. � _� x ,., -_ 19- BW - �\ � ,,._ ,, - I -1 �- , __,�: I - , � , "I I \ \ \ \ \ � � . I ., , , , �_' ,I-----___ ,7------, -, _��,��, ::-'r, " __4/ ,., , - I " I __ , \ " " - � ./ / , - I \ - . ,.�_ I / 11 - _)(, , " �,�_ � I _` "\ \ \ I ., �/ , 1. / / /I 1___` / V"', I T�T1� �,'11 �"_", S � 1- LS - ��' 1� .� __ I I \ N , - - . / / - / - ___ --111-', ",00�, 1,,-� -T, I I . -1- t . 0 , / ___1/ . -1, �- \ .I- I _ _ lu� � , ',- I �. I \ ,11 I \ I , : / " �� _T,, I I I :��l I , � I , 0 I '1� . ' - , ��j 1� \ ��, - - \ \ 11 , T., �:� � , - ,!,�' / � . . / .�, I I /, ,'-� "I" Z - ,_� 1, __ - S � I _�_,_._ \ _.'11-_` / ---,--* --- - - - , �, ,� " \ \ \ \ \ \ \ - I I -,/ / 1� 11 ,� �. 17 - 7 H - %-- "I � _ I \ � \\ \ \ 11 I . + + ,,�;_ 11 \0' � I I / 1, ". .,� "Ill -_ �) � I � 1, 11 + ,.-' 'I-, " �11 3- CF - " � I __ --------- 1- �;� .11 I - �\\ \ " '. IN , \ \ / " _� '� 1-11- ;. "� - 1. \ " 1P I ".. \ I � , 11 - \IV , Z " I -." - �"_ -_ -\ y - , � I / I .. / \ / 1_� 1__�' Z' "I 2- LS I I V _. _-, "" � . .0e �, , ,� �\ . , I \ \ \ \ - ,."T, , . \ '11-' -1 11 � _ ,� � .."', 017�,�., I .111,11 - / � - '1�1 I ,,Z \ I -1-11, ,,, �", I 11 ,__1 SOD A - I ,, , �* -1 I \ \ __ .1 1, 1 � . � 1, , __ _Ocl ; - _.-Ill I . I � � 1�1 11 .1, .0.1 , �, 11 1, � , , -, - I � .,�� I - �� ` �,� �� 1A " - \\ \ \ 1, \ 11 \ \ , , � 3- AA __ \ -, + ,., , , I � I , 1, � �,,_ - \ - "I' ."_' __ "' _�., 1, __ , � I" . - , -,.-. ,* ;�� A 0 I* - " � G) \I \ I \ j. ,�, I f 4',`� ,,,, \ \ \ \ 1�1 �, .. '. - _ __� ,-" '�, 01.1 �, "', .11-1- I � .� \ � " \:1_1___7Z1_ , I I �, , ; �t,5"11, \ \ �� " t I ,,z , ---, _ _� I � \ 2-, 11 ,_-1 -7r, - 1� _ "", - "I 2 '� \':A I - 11 \ � \ \\ *-, -1 " ; 'V'111 11 ,,,_� 11�,, _, � ,��, AA I - , 1. I - - , " "I \ , k \ ,\, \ 11 I -I' - S __ % , 1-1 � , \�\ "I, � I "T_ " T \ �,,.,� 0 0 I I 11 -, , OD b� I I �:�_, '-1 I __ � 1-1 - \0 � I 1. \ 14' / - �, - '.I .1_ '. � '. � __� I , t , , IN \ \ \ "I " - ", " ", � nn 1. .11 I _1 I . _-, � � I I , � " ,�, �', - - � , I , , , I - - - _-�__ ... "I, � I � . � - - ,4', , , � . � I . /_ -, v , , I , .111, _V , � I l � - .? 6 , I I � . � I ;� .1 I \ � _*�..� , , " I f) 1 \ "I I ..�, - / I , , ", "" I ,11 I/ 1, . __ ). I . ,�, I I 1, 1, I ,� , / I i",T" ,�\ & 11 I I � \ , - :1 00 , -, T t � \�\ \ � \1 , , I , , I , I - I I I � I " . �, `11 I "" , �_ I I , I , _P \ . ,.. � , .." _ Al. I � I ____11 ,11 . -j; " � �, %N� -, / I _1 � 11 1� ,� �, . � 1. I " 11 \ I I 11 I � I/ _ I " . , I I I � I l !\\ v, , -4, T�� \ \ \ � ,�, 1�� T'q � I I - 11, I" I _. ; �, . I I � I � I \ -, \ \ \ \ 11-1 - /, __.`�' Z , ', 1� �,, 1_�,' ", 11� - �11U��,',-4,� Pl`,� I .. ..... �� - 11 ,,, � I ;� , ; ,) I ___ - 1<!��, � .1 � \ �, ,� / "� Z ,,� lw�_ ,b 4T� ,, �,`Z,4 -,,,�T�', ,�;3 . Z - , ">'I_ - I 1. \ . , I '111 I/ ,-1, 1� I ,�. T . � I , 1�.�._ ,, ' . �: , , I I I . - \ \ ,�..�Z� / x , -t, x , I � I , 6op- � , t�:"`,r�,� 1 E ,- �,_ , __ I i ,/ _11, \l Ti�\ vif\ \ IN & " ,x ,��k�,i,� '' � " 11�1� 4 , �, "I '1Z 11-1 -1 , - . T " ," I �_" . 11 __ , I '� 11 ,,�� " 10� \ , , " � :., � ��, �� _, - � - � I - � I �� - I . " . , I �, � /__ � _� ._,� _. +_�, ,�4- AA �1' I 1-1d, I - _ .- " = I ; - \", - __ � - �� IK1171+' ; �1 _ _�, , �� - I - I 1, , , , I -, I 1. ,� \ \T�l � 1�1 �� It ", - I I I ,,� �___ I - _ I ,/ I � . , : - I I 1. I ,, , � I . .k -1111. I \ - I . , , I , . I __ / �", - � , `�"" �� 4 " I 1% , 1�,�/ / - "I"T"-1- N � ", I ,r/0111 , 4 \ � \ . - / 1� ni,�. � , . � x ,,, ��:x ','�,�� . � -, I '' - _ I / I I I - , � � �. �M� i \ \ A � �11 , "A - � I I __--_1_. !-,� "I , _ -s _,�_ .... 1-1 _ I- � I I I � , I � 11 � '_1 / / 1'� I I I, I ,, -, - �� -, , X"'I'll, I I . � T, � \1 -,��, ISR OR � -NN.",�.", �j'�,;'lT,11�;-__� I -- , '1�l - -�,, 11 11 . , I . %4� � / . I I ____ - "e, 111 ,l 1- ------ I G - --i . � il, 11 , \ , A - __ _/ - - 1_� - C', 1�1 ,I- / / 1� , I -1. , " I � ;_1 I -_ CT � � = = i /1--'\:� I T', � � ,,, �, \ I "" I I ��,',�, -#-I-- .." !��, I � ��,., I �, ,�,�_5� - ,_�� 11 "I'l � I I I "�. i / '' I'll "" I.", 11 . / - �. � ;` ,.2 , - ' ,,� / 1� � - I I ._�_,, ", .- �) -_ - �� - � �Ii 5- Iii L _' 1, I 1'� I 11 1: � . I � \ *J \ 11 I I �� I 1. , - , _ - . " �, I � , � ', , , - 1� I I , - , � , , " - -- , � �_ , �� I -1 , I ,+-i, ,5 _,� I 11 ��', � ''. , �O " - I I - / 1� � \ : �\ I - 'R I- " �A'\_ - ,��,,, , ��,', � _1i - I �, , . "I 1- I " 0 _�� ,T4 '_$jM , - - .2 i; " i ,- -'-2 ,� � , I �, . I I I �� I - I I " wJ � � I L , "I, It � ,_ � V , I I I I \-�(,' ll� I I � " I �-,3z5k -11, � �; I _ " ,� I- UL I � � \ W�,_4�� ". , , � I 1� I - �', . I . :� "I ll " - '6L : , 1�,�, I �, _-,--Z "' r - N . " I - "' :, �J ��w r � ,,% I � "_ � I L 1 t \ "I : COUNTY CAL �� '. ,,,�,_ �,% illal 11� -, -� - �- *',�' , � -g -, � " I \ � . 50-� LM B \ UL1 \ 11 'T-_ ",,_� \ I � I'll I 11. \\ " /1,0, 0� ____ LOW : /11 � . T , � - _ ' CULATIONS: // �,/ 66- IL . - , , ,� L F _ ,�, " __ ' '_ , 1 \ I , -, � 4 , � " `�"� , ��. I � I I \ I , I I � I � " ., L I ,, ': . � I I -1 � _� , � , ,�t , �0, ,� � `� � � I I "I I , �, I ''I I "I --- ::�,� I 111 � / T � � ____1T7 I _ , - , 1. , `\ I .1 , .. �/ .11 1" " . .. '�M.��,.,,,,,, � I I I I 1, I L 1, " I -.� % � 'r , Ml�R, ----1'-', - . W I I , ii �/ � ,� " ;T� i -1 41111� , '19- BM � , "" 1, " �", "' " �_ "' � ' 4 ,�� .� R RNMENN R - ��, �TT��,,�� , Y- : I "I I � " � " �, ` , W ' � 3- Ci "' % 0 _1 , _� ,--I/ \ 11_�'d ,� � N I I � - - 3 -\MG � \ 11, ,�, ,,, I � - _11111-- �, �11 �_'� , I /� ,�I� I I I � ,\ ' ' �, . I- �0 - "' , ,----,--,��,�--,�i,�,-�,;�""""-,.�', 0 112 �' _ __ � � , " I I �0 ,�,,� - I'll, ... ___ I � 5 � 12- V I L L � ' 11 \ . \ A:i 4 4§1 A0 A,;' , , ` I / 1� � L 28 1 " "91 � I ; - � L , ". �;:�l �_ I'll, � - o- BM � � � � , I f I � ' " L�� I I ," I � I � ,. � - �e \ I -- i ,"- 6 � W/ I I "' �, � 1= TV .,- -- - � \ , " qm-',,,� " �J -- i - ds,,, \ , L --- --- 7 I / � 4- \ �-\ , 'r ,, �, L I e� f I I � CK " - , I . I ,� ,- � , I 1'' � I ,I '� i I ., ., "M _, . I , ;f� � I , / 1111,_1 .� TT 0 1:�11� I I I 11 I ""I _ � � ,I / %, I / / " i ,_� I .- '11�,.'1",.iK1, - " m , � �7, " """, I � 1, . , � � �,�� 4 T t I , \�, SOD ,,, / - _" _ 7, 'k ,-. .- " '� .. . . .. . �,��ft`,Z_ �� ,N ��A_ N� UVR�1�- , _\ 1)v '_1 �'_ �__ ! 3 ..l �/' - , , _ _,., ,,, TREE CANOPY (REQUIRED BY ZONING): / 41 __ , - �,,�',W- I � IL4� ,� 11 , t, `�� ,,-- 5--;,�,,fi�g;�'� "7 Nx� , 0 4��!O , , -,�,�,,.-� g � M , � 7 TH R �, ILI'1� ,� � ': / A. REQUIRED: Acres I � �2_�", , ;00�� . -1 I 1, "I I 11-11, I r / L I', " - . � I � �� / - \ x1* __ __ 1-1 - I L � .0- LML:BELO 11 " / _ - __ � - ___ - _�Pz - \ � � 11 I F �, � 1;� ... i,,0'-,,,,,,, __J, , x""". \ — -, \ V � 1- iAw/ l� � - , / . , - " 171 A I., I . I 1k , __ � �, �� - � ��__� I _ _ , '' ,, .I- " I ,, , , 3- M%5 , ; , I � 41 I - _� � _ _T : '! L ": 1 L I I -/ ,�z�,�,�', , epor \ ` #� ,��ZNA2�k6A 5"t -31L.— I'll ____, / I - _L !,�; �', I , ,, "L I -1 _1 � _-, f f-: � -�--t" ,11 ;� ,.� / I 100-��L -��Ow " Site Acreage: 6.625 __ , _____ ,_,� I - QS 11 // , . � , \ _____ 9i ..; , 1 9 ,�., - � "Ov � I I . �, I'' � I , Farmland Credit: 0.000 _ 11 ,,f� I I - S 80 ,,, , �__ '_ %"': I - : 1. ��, "S'� I , , r . I, V � \ V-_.____-- )�- I - M BE � / - \ , -I 111011�111` - , -, - � :_ " -1 I � i � . __ � I - - ,� I . k� -_ I -------- -_ � __ I— - ------ . . �` j, I TO` - � � Recreational Credit: 0.000 `::p- /I �.. I . I (� Z� �_ .�, � � � � � � 1, , N 6C __\ '26- BJ 1, , i , , " -. I \1 I -11 .� I I _ I ; I I - , . - - � . _ / �/�.�� __� ��' - - , - I"* _ . � I "IT I . - I � . A�� , . ��1'15� - _ 11 11'Ll� , ;..- .. . .." , 1 3.175 �, . � L I � - � , I 1 UL I \\\ ,_ " I - 1; i I I'. I L - ��!"T4- �1 � " �, I , - _� - , �144-K_ � __11�� , �� - - .,�,: __ a�� -_ � � �- -_�,)_Z'�.. ., �l �,F, .-- ______ - - - Open Space Credit: ,_�Im; , - 0p, ... - I � I _. " I � I" � �_/ �, I , I 1, I I . w �, I __ M.- 1 - __M� - 71 ,� --- 077 1 - Aj�___� __ I -1 4 _ I _�� I—— ; I �, I � /.) I 11 � ,y\ , L I .... , .1 I . - 7`4` , I '1� I � , - 1: . " I - 1. '. �11 -:1 � 7-A I , , � - 1. � -1 - 11� ;- r . - �t 1. I I ; - � -_ .11 I R --J I , I � I ,r G - , � � � \ � Pub <1: - , '_ L , , L I � � T I I I .1 -_ -1 '1� --- % / � 1 �3- AP� I r I I I 1, ,-x � 1 School Recreational Areas Credit: , 1 . C �' � I . ' _��` / - I � lic Land Credit: 0.000 Z / �- �,,,��-_'1_1'1 A . �,� 7 i , , � - I I / r - . - 'D' ' ; I I -11 I - � i I , _ r � � - i""" � : � I I I I �_LAPLL . �----� - � I : 1 �4 -) il I , _ ," - - � , I I � v . I - ,�, 1 r r , ,r I , �.� "'�� \� � � 112`1�1 � I i ! - / � I // . 0.000 �& - ----- i -- - r I ! 1 " / 49 _�, � 1 �� T ; ,� , � , 1.500 - , 1� - ,,-1�1, // I � r , � ; 1 �' i I r , 1 � , \ " _o� I . , , f � Z � -'11 1, .� 1� r � r .L 7- ---- ---- ------ - r_ -, 111, I . 11 - I I ... . : I I I � . . i , I/ I .- . - ` - \K '� /:kT..�, ,� I 12 -;TG__ _., � _, �, I l ! I i t , 7 "I r , ., l,,-�,-�:�_r " " \ � _ . ; I ; - B T ; I I I I I . . ; � I _1 � I I I A V � �,� � L _,�, , _ � , , " / ... . I I - I " 0.000 '\ " , a, - i � �__ �� . _� _____ I _ ___ � --- --- i . , . -, ,r I - I :/ - L , � , �,;,!�-di, '�� / Open Space Amenity Credit: 1�1 � , , - � e/ I SOD � r I ,�, � I ,� I /_1 I [ - L -a- T__f:_ b U ... I -_ T i - � -_ � -_ .____ __r __ -_ -:��,,'- - - I � �! �/ � � Preservation Credit: / 11, - , T _� _1 -_ I I . /.", -- � , I f; / , / / ii, � i I i , / " I - �i 05" 11 � : � I � I , , . o r r i � / i,f I _' � � Agent Approved Credit: 0.000 I '� I -� ,� - : � I I . � -,-- , - I / � � I 1 1, I __ _ � I I I I ; I - �,q , r:: _�� I I � : r j , , I �_ ,I \ /,C, � I I I I I I � I � - � I . � I � "I", I .1 A , \ ,� 11! I ,..�,� - �, � ,7,1 � ---- 7 ------ 7,� I 1, /, r , /i l : . � kk � � � � , . � Basis for Canopy: 7.322 1 1 1�� - I I I I I � I I � r � L I r _ - 3- QR , 11 : : \ � ___ ___�_f _ I T, -1 � � l \ I ,I � ��i - � ", . , . I I ..- I 1��', ,1� " . - _ � / 11 ,,;�", �T I : I � ___ "I s I I' _ 1� _�, . � 1" ,,�; I !�T, � , V : ,a,�, � .- _ ,� i!�J�,7,U L 'C; - _, - � 11 L:_J�,, � I T .; V . , I . i I �� . : , \ I "A : � 4 - I'' I I . . _ � . � I. �, � i / I I , � . 'IT - 11 \L' � ".. � � i , , - Ir", J�,, i,-� , I � "�� I __ QL W/ , �,_ �,;�, - .1__-,-'_-_-_�_ - -_ ___.___� I . r , I . " \ � r y 11-1 � �, I ._ , ,�, r - I I � ,, il I � t �m , . , I � ___ I . I .1 - � 4 � - 11 ll� I ;:lT , �1 11 , , _ .1 - :_ ____, r __ ___ _ . I _ ��;., � � I ___ , , - � � - - - , �4 __ O., \\ I -- ---- , .. I J - 7- 11 , liO4 � n I - � T,� - � - _ � 1.11 , � �A L � �', A 1111�:, �, 111Y, � � , , ___4 _ I i : I . � � 1, � . I - , _ - I � I I I � � � _ � y " " - � . / / T " I : A 1, � � Nk W . , ,,,,,1,5 � - ___,__ _ .... . � 1 150- LM BELQW�- ---' "' -11_ / � ,i4r-j�', Equation: / �'i, . �� I i . ; ,� I I I � � ...... � I � �� _ / / ,\ , � , I I I I , : �, "I �.� - �. � i I � I . I � I .1 � _ � i " I I I � . I .1 I I L 4 ! , I ,___1 � I . I . �, I " . I I I I � - 1 " I I., - __ ,� ,� �� 1. A i I I " 11 � i � � '�� I _'�____, 11 � , _! , " I " I � , I 1, � -_ -_ \ " 81 'T I - � ri L�E,:; ;�� - 11 I � � � Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy ,;, " 1, r � - � . , I N , , � / N J, I , 11 " 1_�,_� __'�i ___ , - - - ;`� ". - , �( , I � /--,- -` '. _�� _:�7__,�� __ ------ :11� _� . ..... �_ __ , __9 , - ___7 -t! - -- ---- e ------- 7-,'T � --- - -------- �� 7-7 ---- 1�, -:� 5" �) �___ -.-" I � � ' - ' � "� �L., " , , �,, I I I/ I , ,I \ � / I / I " - 1_" I � r 4 UL ,'-" � � i . I I" -_ _-`Zi - __ ---- - .---- -4-', -- -"" 11", - , I � I -, - I � -1 I I - I / , ,gs� I , - --�7- - - -I - , - � I r L � 'j'� � 1��_ ._____ I TI . I / � " � � � , - I �� I I il,R, I / � _,/,T� , � .- - � -1 ;;� I � I / . / - - I I ., I V , ,f�'�,� �� I I 1 t � I / , I r L , _ I I I 1 4 _ . , I , r �' I 11 I - � _ 1 1 � \ - � I qli�, � . 4 . - - I -, - y " , h � - , , I ;�'- -- ----- � I I - -11 . '11� I I r 1 �, _ I I -- I � / 11 , � �,�_ / ; � I . I , . � �. I - . � � , � - I I I I � I _ I I 11CS , i I I 'I w 11 � ,\ �� I R I - I __� - , � �� I , 0 1 - ` E�LD , 1, I /��, � � - I- �., I � 11 , I I., � � I " I /,'� I - I �,: I I ,� � I . � -- I I ,� T --- '� 11 I � I I i �_ �i�:�, III - . , - - i T I � � ; " - I . j��,�-, ", _,� � � ill � . _. Ai. Basis for Canopy (Wabove) 7.322 / 7 / /T I � � X - I i � I T __�� \ �� . ; I , � - I_ -A __ i i ___ - I I - U L'W/ L � L , � I .� , T , I T , : ) ,ULT �, t I . � - I .��, T \ . . I , � / f � L . ': C') / 11_,_ I'll ."; I :,� - � , _1 �, ,� � I 11 Min. Tree Canopy Requirement: 15% t I �/ " " "r,,,, r � 1.1- - � I � , -0:_ . 9 � x �\ � � 11 \ , I T k : � � � T- �� ' � � r t . f � I � � ,,,,,, , 11 L I '' . , l (see Section 32.7.9.9.b) 11 ; ' ' I I . I '� 1 �'4 11 .� \ Z , r i , F � 1 _rJ-7 It � . i 11 � �; , , , � � �, \ � / Ir � L � ! , ,� , 1 1 1 ; , ---- � 0 1 , �< '. \ I � � � _ -_ _-L � ------ i'r - - � I � I I -IT - � . I - \ , " - , -- i � � , 1'v=_ , . I :/ . �� CL, " I I � :1 � I I , ': I ; . I 1, 1.� I ,, I i : 1. I I : - I � I- - � 1 ,_ 2_:UK I � 117 1 .il ..� � '� �, � , I -1 � _11", \ . I - " %! 1 7 1 - __ _ �_�,_ - , -1 I 11 Total: 1.10 `1 I - - - l" L : I � I L � � � _ � I . . ---" , I � 4," _* \ � i , 1_ 'i �1 , � / _ __ . , ��'= / A / . I i . � r I . I — / / (i�� .. I r 80- LM BEL VV T I T � // 165 � , ii I" I � � . � � � T I / .... . % i ; 4! � 4 1 �@ , \ - ., ;.I- ", - , ,.�� il,'��, *1 � � " / , , I , I t � I I ----- -, - -_ 2 - � ii I � _ 11 � . I � : f 1� \ � ' ' I Ji I ! " I I / i, _ , , , T, . �J I � � ) f Tl / I � , T IT \ � t, I - __1 -_ _ - - - i I � � 1� J, , ", . i , , , �_ I I I I ; . '_ , � � , , , . " . .0 :� . 1, I �", , 1� -i;, I � 1. 11. I- � 1 - l I � � � I E /, , i . , I i 11 . I I � I - � � , , Equation: - � , ]I --I . . 11 I � �, I � I I . � .1.;�W ��";6s - I - � \ , � 11 - __ I I � �.. , ,,, � I _J_T�c , - � : , , �_ I ___11 I/----' , I A 1 ,47 '-10'�, / 1;,��_ ___ I - � ,'� , 1-,< - \ ,, � , , 111- . � ,,�-, � "I I \ .,;r. � ... i ..,;.. ." - � , 111- " / .1 `0' , 4...�. .��, _` 6� -, III_ � � �� ,- 1)_� �� , , 1. - , 07 ,1,'?.�74, _ I I � . I - I I I Basis for Canopy X Minimum Tree Canopy Requirement for project = Total . _1� � I ) I , .7741< . �T. , . ,t!.�': 1 , I \ , , / - � ", � � "" ,�z / �'T, ',�, , �� . -1 .... 1. � � % - �__T' -_ - --- I _____ _-L-1-al I , i .� ! ]., Ilu � I I , � I � ,� Z I-- � .... . .. _ , I I , .. - . - � � ____7 / .� .1, -1 - ' ' ' ' _' - ' - ' __ _. � - � _J-.____ � --:-,�f I � , I I I - I � I � I . N t L _ r l,., ,,, , _.r ., _.. -, _1-1--1 ", '�,�-,�', ., �,�,/ � ..................... * - , , - 7 , , , I . . I I � . � . ,f,�, -',�,��': �: , \�� - I � : , I : � , / . I I I � I _ -�: 'I '.��`.�� , - e.. , , � SOD 1� :. - - - ER771 17 _ , I - . 1. � I - ,:7��:T'.,� -':��; -, , " , �:��:��:::: ,� , � � , / -, I ,� :- , X. �� , ,-I � " , , � . , - �f-'- - I" ` \ i , — � . . , I i: I \ "". -_ � , , I .... � . _� 7 1 ,V� EF) , � ::::::::: .. - , . �n� !�: v 6.�.�� ,� --- �-�� - -- SOD. \ ; THIS AREA TO BE . � - - - � � . � --.1.1'.., ,,, , -, I , , I , 1. -1 I—. - � MULCHED WITH WOOD � �, , ) I 1 I - t � I - , I � 1 �� -_,,-,�,�,,',,' , I I � I I I � - " I -_ ��, I � " I .�� -- -1 �- ---- �---- - I i - I I I I ,� ", 1. rl ,,- I � '� ! , -.7 ,-, , . 11 - I � � . � � 1. �:�:�,�: : �� ,'�. .� ��, I � �'. I , . , - _ � - _ I i_6 _�,) � � I � I � I _11._., , � I . I .. � . . , I I / I ? 11 � TI , l / RI, I I � ; . � � .,. I 1. ''. � _%_,_� __ �� ? I , � ; : � � �' '. .[�,,, 1, / , ;Dlqa-�� " � �w T , I ,� , - �, , r- , � . I - I - , � � "" , , L�_-_T,:,_ , : -, i, - , - �," r "' " , , , , I ..... I , , I ............... ....... �',':'; 4'�"' � , , Preserved Area: , - �� . �_ . I I , I - - ---;,T�'� - `��,,,;,`�,`��.'.,� ,,._-a�',-,�,?"�""-- �,�",�;,��,��',�,�,',j�-,�'��,,,,,��-�';�,,,-�,,,,�-"�,�,A�,��,,�',��, � I � � � 1�', - i � , __ _ �, , - ", - - �-, .- Acres i - / �, ,*,�-�""-�*"",�,,,�""",,�,�,�,--�,'-�,, , �t�`-�-� i_,--1_ , .,--,- , ��' ,,,,,��"-c�,-----,,��--�-,�-,-,�,�,'-, �i 7,,,'� ,'��,�, � , I 1� ,* - ' , - - _:� , , , , . B. PROVIDED: N, , , , �_ I , , - - -A T_ - .11 , I - �'. : - - ! I_ I ;�,�_,,__ ,;�,, ��"; "" �i1 i�_*��I"� ` "'1!4�`l �';',I�'.',�' , '',"I" , - , - - I- , r," _;;i,*��_", ,,,� - - , \ 1.50 11*/ -�, � -,-'.",, VT �?_111_ - - - , , �� __ ' - - ----- - �,��,,�'_ 11 , � I � , - - I - - - _. I . i �. ii � , " , �, , L I I 4 , " 1 \\�� 0.1 - � ,�., ,",Z,�_" ___., 0 li-, .. r�,-",",-,-"-""��-,��::��L ... � a & bi ; 1�11_. _ .... . .. _,1_ZS a I CH I PS AND PLANTED "I I I � �_ . � / _� I It, � / " L__� 1_:,,1j , - - �,�-' ��,: �� _10 & 1i ; I I ---:::�Ui�.- I � , 11 I 11 � I /, ,�' t ( " ! / I I , .- . I �� - f� 0 - I I ,: I 1, I I i J � 0_1 - - , , _ . .1, �� IT _.______6___a 1'::,z5l � q) - - I I I . -../ I \i / . r" I 1 I I , I J ,� , - I . � � �:L : � � - I,_ Bonus Factor 1.25 � � I I It, . _%, I I i 1� � Y "I", - '_�__ , _/_7 __ V__ " � � I I I � � � 1 it 1 r .11 , , - ,�.'11� .� 11 /'11 _-1 I __ . � 11 200- VM RANDOMLY WI'I H I � � ., � I I _-`-1 I I I ; , ��___�_ _ I I I � -C Q',,T�� '-,[�� I I � I'll 1.875 , � \ -/_ ,, -, , I 't'� :_� i'll -_ I � 43,11, � I I � 4 I , ,,.- - " , ' , � i -1 Total: �,,, I /i , � I __'-11 11 i � I / , � I I , �_, _ � � I \ ,-- I I / I I I T I i I I , �,:, � I / 11-1-". � -_ I , 111i� � \L" i I - I',- \ 11 I D l �t , . It 1 I / L'A .'�-Jj-�/�/�->"�, , � .- --� r -l-, ______ \ I 1 I5 - I NTED IN i � :� 'I � � KI I I I r: I I 1 1 .1 �� , �-::::::::i:: �� I I �. L , 7, 1, � I 11 % i __ , � . . 11, I I � � � k, " _�'11 ) I � � , , I � , , � , � - � 1-1.11, � ... :-:--,��S� i I I 1 1 3�� , _.: ,_", , � . i � / I , -. __� All _- I 1 it cl -_ �. ' � � � � - li - I I x! , ,�, I i �: I ,� � 11 " - - Equation: L. r ' I I ... / i i .i. \ I , I , I , / ,� �� el, I/ ,� / 11' ., I � �, - �,� , I f , , I -.X: t: / " -, _, , ,', L LL , - . � � - � ' . I bl�Ly 1'� 5- I I � L_,,�� I I , L 4 I - I I i , S __ 1 _4 1 1 3 - -, 11, , i'T � I \ r � ! '- , � I . I - i ; , I I , 1ji, �X� T A, .-;� , 11 � I I , � , : I - t ,� , � � - I I - , , ��j f . � , _ , I � 11 T /, ,_�T� , �i 2- M i , ) i . I .1, - li ,_ , � _ , Preserved Area X Bonus Factor = Total i _� � I . i 2 . , . I I/ Z `�'a 1� �� R I � f � I � . . ` � � 1� �,I�� , _ - -, I" , i i A , Nr� .I-:,� W� 30 , -,� � I .. , 'i " L , �, , . I I". �11. IV I , �,5 � L "Ill � � , , , t I / ------- _/.. ._� ; ,� F -1.1-MV .� � '11, I 0 ,'� : t, I t , � I � � I I "I �11. I L___ __� ----- L:�_ __ ___� - . .111 _. .. , ��'_ � � _. J47 1 I I ) . : r,-x,�,�1'1, V � I %� � - ---------- 1-11, _H.�, �-: �, - I , � � I , _� �, - - Acres - � ;1 � -1 � ',- - I 11 - I I "� ' ZE I "', 1 � BALANCE: Lr 11 - C. I I I i� �,,, I / �� I % "I M , - . 11� 1 , i T I - �§ , / i er " i . T - 11 , ��,,l: 11 — "k ; � ; _,_'� r � ; / N N I . . . r" I I '1>111. � - I I I �L ' ' � � /I I � �,5�:'_,,�,,`q',," W/ I �, - __� , / , ,,�;,-"A, I - I I t I l , � I L � 11 , _14 . , __ ------- I I � T: 11 '§�' , � I � -_ � _T_: � 7 � � 11 I . � � � I 11 11 W — - 1- , \ . , r I I .. " — I I/ ___ "-", \ \A 11 - )/ \ "� \ \\\\� \ �, 'I , , . I I / 11 I � � , ,� � �1, i .�:�-�, : � / , - 1.875 I I 1, ./ I LANS BY VIATOR & ASSOC � �',,f�:�� :1 � 11 i I � � '-: "," . I L : L � " .1 : '. "" - I / , I f / I 'If , ��_ , , W � __ Tree Canopy Required (Al): 1.10 � � ! i - , , , i � 1� . - VM + ` " � ; 11 :*. 11 - 1 _��. "� ,,, I I— I _ I 11 I I I I Ff a � �1 I %0 1, �, � � 1'� "� - � � , - I _ __ _ --- _ ---- _ 216 11 ` ��') l, \ ly wl� I 7�" ��'�`<� - I �,�� -1 I 1, �, � i y ,,, ." `_!� � , I � r1l, 'k IATES � . I � ,,�,\," ,��,,',' � �t,4; , O Elo, � I 1� . i" 1;§11�1 SEE -SUPPLEMENTAL PLANTING I I - I I �� 19- 4 � - I K N Tree Canopy Preserved (B): I! 11 if 1 'If j , I ,, 1� T', �', ", r T�`.14' / - - I 'I,----- - - ____ -_ ," � 1 1 � � r �� ') I % _�4 1) 1. I - _ , Q ki 1� 11/ I I '' 1, 1", _,r : 7____ " � I I 11 I ,,, � I - i �L, r/ , ' : � 15'0- DD BELOW �� / -0.775 ,� ; " "' �, ., x � 1� '.1 61 " ,110 N ------ ` - , , t, TL�_�J , I i I L r ' � 11 I t, L _ 61 �,� W,/�L �!\ 15 �,,,;�, ,,,, ". " �_ 7 . �Pp - : � � :11� 6 i Additional Canopy Required: /. P, , , , I _�= / �:�,N,,,- -, , -_ I � � ly j I I 1:1 lil I , , .,- ,/ j / I -d " FOR DETAILS UNLESS NOTED I I �11_ L: I I 11 -11 . .. --- - 1i � `111\ / pT ; I I" , L I , - '7-r - - - , - - , _rr 1 1 � V / I �,�.o�_�, ,�, �', I � f r :1 ), I , _ / ,�,�. (", `-,6,lr W, , . I � 1, ii � i , �, 49- FIX I I , �___ / ' 4 - - ii � I I ,� , rn" �T-,� �" . - 11 _� " I 11 i6�, DD I � 1' � I "l _11"Im �11,._,T:�,�;l� I 1� "'I", . L , /,-", � ' '' ' �,,'l ' / L I � I .� - l k. I _Ir� I � 1� , or" I \,� I il 11 i � 1�>-,, . B ----I- i I - '.11 I I �� 11� - -,-- - ',.11.e�_, - i - � - � I I � I � / _f 1 , , , V . I Note: l __��____ _�_' _ J� . �il, � ,"q0t z',��,4. 11 __ , - �,','� ��, I.' "', ". � � .. , A � � F 6 59 - el /" '' -- --- ------ / - � -11 I '�L��' 1 1� I � � ��,', / - 1p THESE PLANS WP . "'. . 11, � I / 'r ... � - TV) � , � -1 00 - W PE�Lyvv,�R L=� I . I . ------- � I I r ,,; / I I , � I i� I I - , , .1 I ... M��, 11"/ � � ." ., �,�,,,5 � I . "k . T , - , .1 _, i, ��,1125,� ,�, f i "', - -, �,�' / '-I I/ � �, , - 1, i_� ; - 111. , ,�.. // . . T A - - If Additional Canopy Required is negative then NO additional tree canopy is required. I i t I (j'�` - - - - - - - - --- !!� / -.% " I ". OD/, � I � . I ., . � -11 �: \Roul i I � �� _� � .�� - /S � I , .1 /� � i I I � � 1� I � - �, , 11 I i�l - _, I �1' I T r - � -, � � .1 4� -_ � . I ��: 1:�, I I � � I I 1 - , / i� .1 __.- 11 I - r : ; I \ -, �,,�, � , � . - -_ I i - I ; / I � I r - / . , j, � . I I I , : I : , l � ��_ -1 .. - �, - � __� . 1� r ,� �" - _____L_ i�_, � I , [ - � / I � 4, " ' 11 A ff- V / V 1 f�,', - i, t, -,,,, ?;';f,,-\ V`,__� � - - � I T 11 � I - L-1-__ __ -, I. / Z 1, I 11, I \ " W1 J I , , 1, I " _477 1 _ 1 T—T \W11 , � ., I]. , " ", ., ,_"J�. � I I � I \ If Additional Canopy Required is positive then additional tree canopy is required. I'/ � �1 I , '\'---T Ei , , � �r , �11 I 1%� 9 I k -; ; ; �.� 4� �-�/ , �� , I L T-4 �&_�,,, : , / �, I 1�1 � 11 , j -,� 1 1 I - I , - I I M � ,� 31 / . ,r " , _ ,�, ,o, 7 , . -1 /;;�� I d ��', \:%,/� �� / i � I li.��Al I I '' - _, . �_ M /7 , � r .1% : ;, I I I I � 1, r , . , . , . . - , , J� , , . � � ; , e b C � W, I �,.., � � � � �- \7 . I I 11 � ,�ggiv 1,�1.1� .1 ; " � I ;� , � 1 11 I L - '_ I - I . , � ; � �� " L I ,/ , i , ..... . I I ; , � � . L I ' . I -11, i , �11 U' - 11�. I I; -5- ___ , � IT , i, , / ', :� �,, i I I r � . � . I � : / I .a � , " I r I I I . i ,� , :�� I ---- I __.t�4__'1_-:1: I I I 'k �! �/ , I - '" 6- 3 � �,`?,T,`�,� 47' "�, - -,",', ,--- I :rx, I I � I , ,�� ,,, 71 17 14-- -I - �,4'-,,',,��'��,�-',� " �, , Z � / - I . I L , I � 1 "I 1�, -_ I i 11 J� � I , , � / " 7 77,17777_61 77777.79- ,� �, 1 ,A,*�r;! 0;',-,i`, I /'_ I 1- i � i � /;[�-.- L I I � , � - ... 5,', '-11" �11-11i','-� _w , - & - - �j ,-�'?� " - � �- : _._ r�, . * I � , , -, 1-1 , , I I ; , I ,,� j � / L:, , , �� , � �r ,, � I .. I , ' q '"N' Y!,�..i,.! : . I i � � I I , : _ , 7t � _;, , ,_ I 7 ___ , \ 4;,--,� �"' � � . / T L � I , f , : , , . fl. : * ll � � , � .... .. �,,, "�, 'r , 1, I. . � ��.�,��_r.,q " . I - � , I L' - I Of i I -_ ,-, g , I I , __ --- ---- - - �_ -� I - ; ; ,�� __ - - .- -,, - I/ I , _x_�_ -_ -, /, - .. �", .� --- ll ,/ , 1� i I I 'm -, I , , - � ,/ � - - I I ,,,,,, T_, . , 11 ,� ,� ��,I., �-, '/ \ - %,T;��-*�,J / T - , I � '� I , � �1 I :,-�,�-:,�:��)� :.. I - '11'� 4 , . e � , I - . 'L:-' ' I :�a , i `11 1' / ,._�,�xl, �,1`111 ;, .1, I ., , - - - l , . ..., 11 -, � 1-1 -------- �i :i - r , ,,g� , I I , �1�1e` , Al, ,-R, , \ : � 1 5 V7, 1 1 1 � , � I � 111 I . I I y�-,� _ �,- l,,- � "'�,_ � __1_1 IT, I I .� _`1- � - � �, 1, , I -_ , : ,�',-_-_-_,� L 1, fi 1 " , , , r I I I . , , �',� ...... . , " -,-,- "' r ' I , i I I , I , � ' �'� " - ` � ;1 , r , i \ I ' / , � I I I I I I , ,_r � ,, r l L L ,�T � . I , " - � - �� 1-- ___ - I Z1 i-- , - 7, - , , , .. 1. . i I " . � I � r I � � � _71',�j� ',,�' -1 -""'k.'� '),,'�� '��,�j�,' -, _ r , � � . .- , ,'I- i \ � ,, ,,- �11' ,��:/.'�N� ::: / � � �, "I ) - I - , I L , I � ,\ � I � ,,,, , "i I , , �X� /: r . I *1 I I 1, i I ,\�& ,. , " D � _ � , - .11 - �� \ � - - - I � -�'.,�� , I I I 11 . . I I ,I - L � " , � _ , , I , �',�',!,�';".": ,r I I ' � 'I" � ' 'I, ""I _,�- -`�� . I 11 i - I , ,-, _ , . I � - I I.. I , r r , J I L I � I , , - , < _ , " . . . . I � m , 1"��_ , 1��, � ` , �� j - ,�� , l , � �L � I I ----- � _ � � 11 I ,_._, . 1. . 11� , . . ... - -;-- _1 I � - - , , -, , I T1 ,�111 , �"� ,�;� -��,,, I � , " ,� ,r I I / � % � � T . - '61 � . , , � - f, - !,:7" � 'Tz ��.' �� _q � -, ,,-1 ", , ", ""-? 1%, A-_- � -, - ,,, -1 - ___ - ___ __ " ` "�". t � �:: / : � �- 1[ t . : � : J li I , � �' /� l L I I /, , I , ,,, _ ��' - � --- — ------ ___�, � � OLD G/. i � " 1'� i ,��,� _,_ -, � '' "n " , "�_ [�,�,�, _�_- �_�_-1 ,,,I,::��:�: T "T, , d , / / .,,��,�,', , " ,_T,` / `1 , , . _'_ .1 I i r �; ,kg .'_ n �r_ I ,,";��U.,� I ��,All — 'i . I . , - �'i � y �',,,' - Z � , , L I , 1, . - /,r _ —, __ , I kl� ------ � ! Ji� "I � � I Z � 1� 1 U 1�',� - ��X,_L_ , I � _r___,,,_,;W ,\ -,.,I - T� � �. �, 'LL, � I I i" _�t I I � �, _i, I I:— 'I � " 1-1 11 ,\,, "I" __ � . " �Y/l i I ) ) - , ''T I �. / ._ 1, , 1,; r I :1,�WIL � . � � �� `111VO - 1.-'��.`,�,'�� ,"1�11�, I I I I-- � , L � �,r __ I 1 /, L ,'�,�", I ,i, .1 I r�, L r � - I L . JT . . . .: I I I ; 1 1 L I I I i I I I : ��',��-,,�,��,,,,�,,-�".Z��'�,,-,�,f,� " _', �,�'�: ::::::::AJ F. �: - : � . I I I I �� i I I � I f., , I � 1; Ji I I , r I 11.1, ,,� I 1, I �; I , I I - L 11 P , � , I � , I , / _��,� �; I , , , ,r , �] I o . "I , I It -I i ; - .", __,"__ I � ' , � 11 I i . ".,I � I? I � L � ' I , I iT I , � 1, F - "1,1,1�,T,W`,� I . .,:� : "I I" � � . I I ___ __ r ' ," r ' / 4 f 1- J " , 11 � , F�IA - - , % � 1, ,,,, � � � � � ,%%M//, ,,,, . . � � T 'I � L �� / , L ' �, -1 h , , 1�_�_�' I tr 3 3 M1 � I I -- ,� - i, , 0 RY C` AE ---`,1 � - ----- � , " . -,,,, : L" � / . I � ! I J -.a 11 if , -r", , '_ , . ._-.I�g �:,:�, I 9 � /,/ ��- ,,,- _ � - ,1-1- it �-[ �_ , _ , � r - - I � � i 1� -,, .,� r ,�,;, �, '� , I -, �1'1 � � L I r , I ,�, I �L I . I I C I I I f ....... ��,_`, � , ?I ,��l -1.1 , 1_1 - - , I I / , , .T' � `1 " � I . - � 1i I . , r r 'i " , � : r, , - , , , , ; r-:, �__:� Z., � 11 1. . . � � ,T? . : I .. '. - ,,,-i-'- 'j* , . " I ' 1� L ' I , �� 1: ,� " .�, 11 '. 1j.. I - I I'll, I , , I � I t. . r �r � 1". J U , . - � ,� , I I ' / �, �' I �- - - I - i- - I Id - .-. I � I � � , t ,�,,.,Ip,�� : � ., . � . - I � - - - ; '�, � ; I I - - ,r - , ,,, , . __ - , �z� I I! , . % �t . - �,�* I 'i ' � , � � ,,y �jjy K ilill ' ' - "� - 1�_11 -_ r .��, I �� k I_* , � I I r r 5, ��', : ,-, , , I I , , , _ � 0 ,., ' -';"' � I I � ITT�,L' , � -�` i ,�: ,`� , j:: � � _! - ,L�� - -, , -1 - / _. 1, I � - - I - - - - � - I I � ,�, , 1 1 -� - `� I 1-1- I I I _ �,_* _, : I I I � - - - - - - . I 1� - ", , / I ; :� - � -_ - ,r " , . . ,�. �.��,' , 1, r , *,� ;`_'11:1 00 . I , r, , '.0" - - - - " - - - - -, - ___� - , -:--�'g_ l,,V-�_,' � T �� , � : I � 1 � ir , , � , . __ / i . I - - - I I I I fiqA"URTYAR0, ' � ,'� ", ��'��", �_ . -1 r -, - , I �, ./ - _� " - I L . I , ,� I I I , , - X1, ,"', �,��', � I ': d .�` " �- , < , � I � - - T 1� , r � � 1 1 1 1 � , I '11i�:� -1 I ,'I' "--,I _'-, ; ,� , I", I -.- . I - I �. . " � � . J I ., . // I r � � I I , 4 - . to�4LZ,.'1,11'1�,�_ - � �1_1;4�1 I - ", - -, 'I . . I - _ - I - / I W, / , �,,� -,,�, I .. , ; , " L ' / : I / . � , ; � , I I 1- UL , , / 1. � 'a", � � , I ,� ,��' " I � 11 , , ,,r � I 1 i 4 '� ," ' ` I . , , I , , , Z Ill, I r -1- , ,\" � � I I 'I" ' �. � ":'� ----- �'_ 11 - I , -1 - I i i I I ,�, � ��,w I __ - � '9/m - I - ---- _____ � I � I 111- r_;�_4.j, i . � I I , 11 __L I - -, I'll :i �__� �_�_11 I a ----- -_ I I i l - I �_ - I % 01 ��,,��,,� L ' � // , I _�� --- �_,�� -- ` ? 1_11k, ___`�,` 7T i?//4' r �: I :1, 6 _ ,� � I I I i � - I 11, I . � 11117. " ... , / -1 - " - ,� J 0, -) �__ , 11 I 1, � : L'M:L. L I � I I , 3 1 . . ''.., I I � �, " I I - I �r (,,,) � 131 71 i: L � , 14.1 1 , , , � I ! !i ", I , I 11 ) -_L . � 1, . ... / . TT �, , ) �.. - " � _` r � , . � J I I I i I I i � t -___ , ,��-: : :1, �'.__'__" r I - - � :. " ,1 ' �' J 6EL -I- r� -- � , I I 1 1 - a .... _. . �. , I � - lx.:� C: - �" I I ... I � /��_'� - � ' ) '\� ,: r , 1 15- � '�� , / I �11 I � i i I , I . _,11 I - %ill . I -_ _'--, -L 1, � , r � . � , .1 I " I I I �f �- , 1, � _ � 11-11 I � I 11 ( � � I - < I 1, :% I I 1 I ,-` i , L , . kiiiiiiii�ll 1. , " �, -- -_ -..__-1--__.1--_ 1. . 1 1�1 � I , �r��, : /!,", I i - I I �:, I I . i ______1 1�,�, � !�! - -_ __� ---- -- // I I k--\ ...... �� , 1 1 1 1 1 1 / , I ,� \ �� ,`-, �� 'T 1 T I I I 1 .. ,7/-, --_4�- �- I ,�\ I r /f , . . I . " �, 0 I i� I ' r I I � - u , , �`- ' ' "' " ' I -S 4q / [ . I /L, I � '_ �/ I , � " I � � W " - � . I - ; z I 11� 31 - L � , � , , , I , L � I I I i ; , 1 Ul __ I � I � / 11 I - , r � , �� ,': � y I L, I f � , , / I I L , 3 , I x I I It I �1�.,� � I � , __ ___ 'I � " :� - T , ,� � IL --- ------ - 1-1-1-1 7, . . . . . . . . , \____ �1� '. L\ I r ' , , � I I , I , 4 � 5 . I .R I I . � �r :�� - I _, �,�.,,r�'.j ., ' , , I I . = p � . L , I l, ��_,�.�_` " � I I , L - � I Lr i r , I � . 0 � " , . r I - 0 0 I.- 1, - ,'�,��/,,, I - . I I I ,� 11.�� . , , ,T, �, - - 'i \ �, ---- \ I / � I J . I I I I I 1i � � � � ) I I � � . ,�,,� ,/ '' I , . � , � �'� _' ' ' --r �, 111110 I I 0\ . , 1, r , / . � f I I I LT � 1 . " :': . X , ,_--']L - , , '' , I I �: ;_1 ' � , / . q -11 I L -_ I I _[ I � � EK � r . : �Lk I i � �, 1 3 ",,�,' ____ - 11 - I I --� , . . . . . . , � 11 I I 1' , 1 I �� r ; I --I � I � I r I I �, 14 - r- I -IJ � � 11 I . I '- r '6% I A � "11, l 11. , U, I I -11.1 _ I �1 ' __'� � , ", P� ., I I I I , I , - , I -, - " 4- 2� ,�_ r ,, � _� 11 / � � � 1 1 .� / I" T X , , \ � _____1__ _ --- ---- _ I ... I ___ , - I ,� i� . .. ',� I , - 1-1) 1 1Z / I , '. , , � � � � / .- ,� ,-,,, / �_�11 i I I ___ � r __ I _J : , !, ! \ -_ - _____.._ -, - -_ 11 �� I ,�, I/ / L ' I I P ---- ,�", _,&T r L ', I '. , ,�',_ I _ � lt_i:5�� " ,� __�� , : I - I ,9 � I I I � �06 " , � I I- � - . I , i I � I I 1, 1, -1 : � i I I _1��, 11111 ,� , _L_� I . � 14 T7 , , / L__ (1, : [ . : 1, � , - I - .. � � . � F _4 : � / I � - 11 ; I � I � I IX - � � : I � \ � T ,, ,,,'-- , All 'i " I . I � ', . - , ,, 1� I . � , . . . ''I , ,_��', `� I - ,- - 1 -,* - 4_1 � - , --<", ! " / �� ---- _ ___ __ - -- � I" J��___.�__ _� M T� � � 1, �� ,,, -, , ",_, - MV - , - I ' -1, ' I ", , r , , , I I � -� : _. ��_ . , , , � . ) \_ , -, I ', " I , 'n � I - �,.,, - , � � I r I L I - 2 ,� , ,� .:� /"BLDIu/. C / � - -1 >L,-, , 1, I T OR !:�:, . � /11 1, *1 i I 1L-__ - ---------- �_. '/.,��, - ."�_ I � / , I - ,, '.1 � , , -3-,. ---T-- -) . . . . . , , � , ". , , f , , � .'L � �� . � - . . I :- -, ' r I I . " 1 3 , , ! , L �� I I . "I . � .. r I 1, , " � I \� ,�� " 'l , . ' it � -� ', _� . �_, " - '-, 2- ML ' , . - , � , ', , � � .1 :� . . � / _ � , � , � -r- ,4,�,&_ .f. ,,,, ; I I / �. �, -, r r , , , � � I , � /11 , �� ,� . r_ , : / l . I - - L I 0 ; r -iz opr I I / 11,.,�Ie, I " r I I . . - , � I , I / ) ,". ,� -14 \�, :�",",>,,'., �', .q . . . . . 1; . , I- _ _ ---------- -- �� ", .� , .:� � � I I � �el_�� - ----- L-",-- IN , 11-11 --- - ir 111-A ,,, \ j 31 - _,,�,�. I � � � , , �� f, .. - 1� ;� � . . - I ..I .1. � , / " I 1 1 - Tx;-� �`, _t_._.__ I I- - ,,, -r- , , ', , I. ', , I .,I\ \ � I \ ". ,;� 1, ITI / , , ,_ . , L �. . � , I - - , � i , � 1 � \', 1 � , \ � - , � , I . � , " I/ / . /�, �\, \1� ; 1i� .1 / I /fl��w� �47 \ 1. I.. � � ,�= , r I I ,. I . � - I / I , �� '4�-- , A -, _ ___ _ _rTl___� . , I I L I I N, / , - � ",� � �� -� � ---,,� - , � , . I I � � I I I g �)\ I - , � I " , 4- - " -1 "l�' I �� \ I � I .1 N I t I , � - - - - - - _ / ..'� .1� 11 I" �2- � -, l 16 1 ;-, � I I L I . .1 ) I . . . � y1-1711 �: � l y ! '�. — , �: I i I � ' ___ r . 11 . - V_ � . I I I , , . /. � I � 1 7 , E"-"--9 ! �� ' r I , I I I I ,� ,�� ,, _ � = , , I - � I - � 1�1 I - � �,, IM I ' . � - I � ., ` �. 11 ,- - � , Z 11-1___--_- . , . 4 _. _)_1__1 I �� 4 I - --- I - -111111- .1 , ; : . . 4 ' " T � I 1, � - '�LL __ ,J , , . I 1�� ,� �,.� / � 15 ..... T� r ; ; , . I __ , _ _ I . , I � - , �,_,�, xl , __�, ! J 1''.. q "', . " . ill I'l � I - I , T r " "I, � � _ '_ ( 11 . _. : , �, � I I , - - /,,: . . - / � - `V , I . , __ I . - � I � , ,/ ,; .* I _1_' , :�:VLII , , 11 Z ': I . 1. � . " , m : 1� . . � 49, - ii. .... � I 11 \ - ...... ..... __ 7 - � ---- - _ �:- "i � . � � - I ! I ,--- I 1 � " �� I'll 1�1 11, I , __% __� __ I - " 1 *. : - . � I \ - "', -- � L, I Il ,:,� 11 11 - . _T1_1 i �.��', -A--4 , _, ,,,,:-- .�� , �, I � I,--,' 11 - - ------ __ I , -, / `� 1 �1, I '�� C: 10' I �_ , - : 1 ,. '. _', , 1� I/ i "�` '� ' - -, � ...... , -, I ,� 1, I I I , I I ..� , , / 1 � ;'e D i. 11 - - ,� i - " I 9 �, - / . , :�.' :::: -, -, 1 f_111 _ - / / 1 , ,�,�'�'� L - � ' "�'\ � , J ,�-,� I _ L _ / � � �_ " �k� Xx ,�, X ' � ; \ I ' , I t / I - , _�' 1� I ?", , I .- .1 , , I ,;4 , ___ _, _ ... / / � � 11 0, \ I , , I __ - I : ,,, , / / / 1 ' � '� t��\�,, 'P�N 1,�',,�� , , � _�T� - , so , � � �, , ,_ __ , , I . '' �- I ��, - - : . . _ � ___�. V _� ."�_ -- RO 1 � �ta'�� , ', . _11- - __ ��, , ",�', ' , L I . _\1 _', , ,�' � - , �,LPP / �IMATL OMITS ' � ' ' I \ __ : � - `-1 ,11 , 41 - __ � I "11111" / I "I _1 . �,, 11�z , '. i� ];� I I I I � I I, I 'L - I . ' t r .1� I __->� I I � L' k � ) *1 I � I I I I 1. - � I'�, , ".. _� -11- 1 4, -1 , - r rk , I I- - , , � ' � :�.__. . I I I I — 1- UL W/ . � - , q _, , X I � , It � , `,�, . - � - " , - .,\ I" I , \-/� P -/UJ' / / I r A& I ,.�_� J t _ ............... - ,�,! , I�J - � --� I � -- ----- �� __ _ _ ; __,_ � ,_ � �_� , - --- 1___-.____________ - --- - ------ 1____4____-_7 -611" -------------- - �7 ... 1� ---- � _ ----- ----- -r____ - ------ : ---- I ...... � -___5 �,_ �-- - -_t,� i! - _,, _., I I I I I " _ ,�� ---- - � ------- ��111 � 11__��'�____11'7_-� r,r,� I I I I I , , , , � I I - . , I ;�_" [�' 10110\� 71, , �, � - .1 : �� 1-;�,T�, , , r , r - . I , I 1. I I � �,�_' r , I I ��; 31 1 , I I . I , � - a ,�� , 'r 1, I r ,�� - - 1, , r , � � � � Ll� � I �, I - 1-� AA ' � V \ I , �',', - 11� r ,50 - . 11 r I , ' I I- I � , I I - -, , � , I � - I I . I I I �, : � I � '� �: I I I If- I , , , � I 11 r .- I '. I I I I ': r- , ,- � �_ � - I, I r " I � 1. I � � i ,: I I \ � ��'. �L �8 TG � I � . �, : : r � 11 _,_�, I i I I �z T� I I . . \ � '. 'PA . - w" I I _ _:��, , '-' . , , � -, � ,1�:, ,� , , � I I - L I � ��"" , "." I ,2-/�SV/ � � , ',f.", , �, J, 1 , �, �, : � 0 -1, r : � � ':� �� r ' I 11 . r 1, � I '' � i A I � ,, -,��_' 1-1 - "�, � :41 ',r � 'r, � : � , I _'. ,-: �,/ I __ � . _ � � 1� I I , __ , I r, ,\ , I I I , "a' , � � � ,�� , �, �, - : , I I r- :� I , � '_ I 11 lk' I � ` , __ / _(�) -, , . - : , , , ,, � `,�,��,� � � . � , , , , 1, I I I I I�L I , � , ___� � I � I .1 � ��r � � � _,', -11 -, 1 1 - " � , � �, - �L jr :::�r:,r�r I I 1. I I " % I I I � I I 11� �, � r , I � ' , I � , r I ' 's I - - � , - � " ' r ,� I 11 , - _' �� I 1, � ": : r - r , I ,_ r - I r� r' �'r I I I , _ � _ - AfN , ; 31 L�11 ....... __,l .; .... � _ , � � _ "_ __ _ _. -,-. , .... - %, , i ,:� - � 11 _\g�__ ,. .... -1 - ------ _� ---- �:, :� .... ...... --- � - -------- - ------ I - _- __ / ,7\ , __ �_ " , I 11 q tt � - --- I .-I I—— , _,�, __'I_��_�_'r ___ - --- � _� ., _T_. r, � ��-_: , I \�� __ It, I / If / / , / ,� _____ , I . I i T � i I 1 _� i - ER I - - - 11 - ___.__ - 5 _ __ N / ---/ I I / i ,1 I -11 - 1�� -1 fi. �_ — 1 I 1 I ��v ,,, I I � ,�, �_ I " I '_ - _ I Root 11 I I / !"--I SEE SHEET 18 FOR LANDSCAPE DETAILS, PLANT LIST AND/CR ADDITIONAL F , - � �77 \_� � 1 I - l�,_ I 1 1 J "I � I � I I I � ; I 11 � � I I _� �,i_ L - �� rl i 114, " , . - I . � . 1,,,� ; � w �� I � 1 ; _0 I - I I r, .- '\ ) , I �, � . I � I 4 I I -!�, i . i�l I )I � - � I 1 --,, I-- I I `�1�11l`� lzm 1-1�1 '�, I .,�w�t __ �,'W��',\�,�"__._�O� -1 -� -,-,-_4 - --- ��77i - I I - I I - __��= , �__�___, _', ...... 1�., 1111111_:_:�3�1 L: _ - --- - - _�� =- 1-11" / I - ,, -7_--��, ,�—,��7,-V�E',,-�--�,,�:-�;7,- —,, ,,,, � --,7�- -J, ---;�-,-- , �- ,� , 71 � - ,".'-�,,-L ,�, ,� - - , I __ _________ � , - 7"777 I 1_ ,,� - - IV,"", , _ - 5�7 , / / / / / / , Z Z - ., , _ � __ , - - - , �1, , __ _� 1, -��`,',� - -, v'-,��I��',',�`,�'7_:� ....... 7',�`,. - ��: ', � , � j , y �".' I ", .. ,r '. , ? , I'll , I 1-1 ___ - _ - Q, .- � - I �,J I - �� , � , ,: , , 3 r � , �, , , � " - ,�, - 1, ;, - � - I 'T I �� . I ., , , " , : ,� , 1- . f �A I , I F - 11.1\ , i) - - ------ - �-� / 2 -AC i I i -, 1, - - ,%, ", _,�'.11_11 ... 1�111_111_'�`__._,� ",--/,-. , - I � , A , �,_.,,-�,�:�A��", :�& , A ,� - ,_o' _,_ -, �11:, 111�: � _ I .., ..... .... 11 � , � �-.1 I . ", ___ , -1 I , Vkl _ _ __/ I 1..�. 11 I I - -11 11 - - � 1� � : 1`1 x "I" - / - - - - - - - - - T- - I:- ----- \"/ - �k i i � __ ,", -.,- __jwl�c_)v .1 1 1 %, " ...... I- I I - - , l / , � Z _� -_ , f � 1/� , I r, I ,Z ,." I - 0 � I I I - ----- ----- -- - __ wr I - . � �1_ - __ --- — — __ - __ __ __1 I / .1 " " , I I I _ . - - - . 4= �� , 11 1_", r - ,.� , , 11� Z , , ---(J,, 1 1 ,�� --el'o " ) ( � � — __O�___t I — __ ___ __ __ T- � �� Z I - __ - k- ll i -,�,, 1 '77 - / / //, / ,� �/�' CZPLE57��z , El..� -- ----------- I 1 fl, ,� I' "--, � , —37, 1 - I �_�_/' \ R I Z ., 0_7 "I � __ I- N", I-,--,' � , - - ," .1 M, i - rn : I __ - 11 - � I- I , � I- I - - - '1� I- _� ., - - _ __ __", _ --- - -- - - '� THIS AREA TO BE MULCHED WITH ) :, / I � � 1, 1\ __11__-_______- I Z 1-1 1, \ Z I --4-- . 1 11, '11, I.- - 11 —, ___ I I �. , 5- TG - _ - - �__i,'_1_____ -1 , Z ; _ - Z -, -,^--,,, . ... .. ! WOOD CHIPS AND PLANTED WITH 50- / ,� 1, � , " /,, � , _. �,, -- ,� - � �' 11_ 2- CF � - ___11- // ." , \ , � I � I I -I , I - _ - , �1_ , ------ -- ,�\ - __1 I '� 1 - AC - / �, ,:, i I � -11�1- LS _,� I/N_ - - - - _ __ ?�'� I § \ I ", I, __ - _-1 , I - r-11- — __�� -5- VM RANDOMLY WITH 75- DD (PLANTED - ---- - ,�ar �5, / "I ,,��,, Z, Z 11 I ITi - -------,�71111 1 �,_ �� I I � I" I- AA __ _ — _ I.- / � � ,�, . .... _711--_ - I ___:� I _�, - __ , - - '_ I - - I , , ft I --- IN FALL) -,.,-,- I -�-- __ -1 - �, - Z � ---------- I I I 5,,JA 1-1 , - - 'I �' -_-11111 ') i � - JA I - - - - ". I/ .- , " 1-1 5 '. I'- / 1- CF - __ 1_.__--- _.. -111- _____ / � -- - ---- I � \ 0 1�1 I - , - Td'- ---- __ I 1 - AA--- - / - - __.- -------- ____ _..___._ .--.-I,-.-.- __ 1) / 11 �� , \ �_, �/, Z I N, _1___..- If . 1'� 1 � I _ '-, "� I _' I 1- LS - ___ __ __ "" ______ _ ____ '111-.111,- ___ __ ___/ �,,11 � I" I Z 1, 1, � / / I i � ... � __41 " " I \ �, - 3- AC ", ," I I -1 __ I - -7— ' - _______1 __ _ .. ..... - __. .- __ ii ----- I —,-.,----- \ . I � " 1i T I I I , .1 - ... I- ---- _ / / � , ,- ---- — -1 Z I __—] I . i T". , -,""e" " , ", .',: � _", " I � �, PLANT LIST EQUIRED) � � � I -1 Enerald Green Arborvitae I 111.1- I I 11 I � , I -1 I—— I � . 1. 11. - I - � I'll I I 11 I - 45 � 5-61 I . - I I I—— �L I I I � � � � . - : B&B/cont I I 11.1 I ", I I L- I -11 1.11 - � _': I 11 I I I I I Full to ground; dense branching, straight, pyramidal form I I - � - �-.1 ...... _ ... � , 11 1. - - - -1 I - I ' ' LANDSCAPE NOTES: I , Unus parvifolia'Alli �- I -11111 � I -1 � I -111 Allee Chinese Brn � � -1 _ - � � — I I Latiel '' ' - - ' "' " " ' ' ',- � ScientificName -I-"'- - I I"""' I'll -- r" . .... ....... I CommonName I I 11 I - � � . I . Quantity I .1. 11 " - __ - "' � �_,__ --- --- __ - I - Caliper'Height Spread � � I 11 11 I '_ - _ I Root 11 I I , , __ " - - - -, - - ___ - ---- ---- - __ - __ -, -, __ - � I . I �Cornrnents . . I 111 I I I 11 I - 11 11 SEE SHEET 18 FOR LANDSCAPE DETAILS, PLANT LIST AND/CR ADDITIONAL 9. LANDSCAPE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT I I I I AA . I � 11 '', r I � _1 r � 11 I I I - .Arreianc-hier arborea'Auturrn Brillilance' I I I � 11"'", I 11 , I , - I I �Autun-n Brillance Serviceberry I I I 11 -111-1_1 I � � � � I � I 1. � � � I � 14 I -11111-- I I � 1 1,5-2" � I � _ � I ; B&S � . , Muiti-trunk �a-5 trunks)� dense, uniform branching � . � I -11,11 I 1-11 I—— I 1-1 . I I � I—- NOTES. PRIOR TO MAINTENANCE CONTRACTS OR WITH QUESTIONS. � 'AC � � .Acer rubrum'October Gbry' October Gk� Maple 9 � . . 2,5-3' - I I I B&B I I � , Straight trunk; branching begins at 4% balanced head ! I ,� T Straight trunk; branching begins at 4% balanced head I . 2 � I I - � ... I 11 __ I - - - 1- I I � I— -1 � __ -0a W 0 �c "1�1'c � ACI � � � 11- I � � I -1 11 I—— __ -Acer rubrurn'October Glory' I..'', I—— � I , - � � October Glory Maple - .1 % 1 . . I � - I'- I— -1- I . - I � 3.5-4" � � � I i I � r- � � -1 � B&B I I I I— , � I— I I I � I � 1. -1 � � I, I � - � � . Straight trunk, branching begins at 4% balanced head I I PLANTS INDICATED WITH( )ARE SUPPLEMENTAL AND NOT REQUIRED BY 1 0. ALL SITE PLANTS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH. � I :AP �, I � -1 � - I I - - _-11 I 11 I 'Acer griseum ��_ � � � I .. r 1, �, � -1 �� I - - - - � Nperbark. Nlaple � . . __ 1. 4 � : __ - --- 11 I � - : 2-2.5" . . � ---- I I : B&B -1 1-1.1-11-- , 1-1- . . . 11 � -1 - �__ � �, I I 'Straight trunk; branching begins at 3% balanced head � I THE COUNTY FOR FINAL SITE PLAN APPROVAL. AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS I I 11 � I I � -1-11 11- 11 -1.11-11 .." I—- __ - � � � I- -1 - 11 - � -11. I - I � __ . I 11 I 1- 1-1 11 I � -1 � I - . . j I -1.1 "I 11 I I—, 1-1111111-1-11 1111-11 I r I � � - � I � � � - � I � � � I � � 1-� PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY I Bi . � I-— Buxus sinica var, insulans'Justin I Brouw - � - --1-1--l-111-1 � I � I 11 11 I—- ers' � Justin Brouw ers Boxw cod I 110-11- 1-11111- __ __ - 1.1-1- � I � I ........... I ...... � ------1 - I ,� 46 � ___ � 2 I I 1 - 3' � � : � - � - � � � � � . r � I I T B&B/cont I , I � 11- �- .-All plants f rom one source; healthy color; balanced form; T O,C. . � I I � 11 � � __ -1- _ � � � � � � -1 "I ___ __ _1 � I—— � SEE SHEET 19 FOR PHOTOMETRIC PLAN AND SHEET 20 FOR LIGHTING TO SUPPORT THE OVERALL HEALTH OF THE PLANT. :13M I 1 , Buxus x'Green Nbuntain' , ''I'll", � - I � I � . Green Nbuntain Boxw ood I -1-11-1. I'll - 11 I - - � � � I , , � � . . . 1 22 � _ - _ � - � � I I 1 T - I - � � 1 � B&B/cont I � � I -1 , All plants f rom one source', healthy color: balanced form, 3'O.C. 4 I'll, 11 --rr � � I � I � - I -, � I - DETAILS. I I BW , . Buxus sinica var. insulairis Wintepreen' � ' Wintergreen Boxvv ood _ -1 I � I ,� 1 23 - � 1. ----111- . . . . 31 . " - � 1.11, _1 -111 1. 1.111--l"-, I I � I W/cont � � � .... -1" -1- I—- I , � All plants from one source; healthy color- balanced form; 3'O.C. � �_ 1-1111-- ___ � � - - � I'll., 11111111111-11111111-- -11 � ---1.1-11 . . ..... _1. 11 -___--1__,_- Landscape Plan 1 1 - ALL SOD AREAS TO BE KILLED OF EXISTING VEGETATION PRIOR TO 1.11-11 � Ct) �. I I -11 _. I-- - 11 � "I 11 11 I I I 1-1 I—— 1-_-1_.___ I . Cedf us deoda ra ___1_--1---_ __ _ I 1- -1111 I ---- --- I Deodar Cedar : 3 q - i � 7 7-8' � . . B&B - - � I I Full to ground; dense branching, straight, pyramidal form � � ALL PLANTS SHALL BE MAINTAINED IN A MORE OF A NATURAL GROWTH FERTILIZING, FINE GRADING & LAYING NEW SOD. SOD TO BE INSTALLED 1111�1 �CF I � _ I I I .- 1. - . - � Cornus florida'Cherokee ChM' � I I'll . I � I I I Cherokee (,�hief Dogwood I � � I I I : 10 111 � I 1.11 I r I I -11. � ' � 11,5-2' T I . I 4 I - , ''''.. I I � B&B I - I � I—— 1. 11 11 I I . 1.111-111 .1 11 � � I � Straight trunk: branching begins at Z; balanced head � STATE. NO SHEARING! NO "BUTTERBALL" HEDGES. ALLOW THE PLANTS TO LESS THAN 24 -HOURS FROM BEING CUT. IRRIGATE IMMEDIATELY & I � � CJ �, _1 � 111-1 � - 11 . Cryptomeria japonica'Yoshiri � � I - I— � I I 11 - � � -111,111, � Yoshino Japanese Cryptome,ria � I I— I 11 16 � ! . I I � -, � � � . � 1 6-T I I � . I 11 a 138,111cont T . 11.1.1111, - I I I .1 - � 1- ,� I I :Full to ground: dense branching, straight, pyramidal fc rm I GROW TOGETHER AND SHAPE/THIN AS NEEDED ONCE HEDGES AND BEDS CONTINUE TO WATERAT THE RECOMMENDED RATE UNTIL ESTABLISHED. � I I I I � �CK T' I 11 � I � - . 1.111.11.1 � .. Cornus kousa'Steftar Pink' .. .. ... --1 """"""',," _1 � -1 11 � 11 I � , , - , '' , � Stellar Fink Kousa Do9w ood . 1-1--.."....1.1111 - I I � - I 9 11 I : � - I � I � � I 1 1,5-2' - I 1-1i - I I I � I B&B I -1 1. I - __ � � � - � � � � I I I � Straight trunk; branching begins at 2'; balanced head ! � � I I .1 � 1. " 1'1--1 r , � I � I 1. - I 11 � FILL IN. � DID � I r . S X, rft Karcisau Ca. on'(Large-cvpp�ed) � , . � I -1 . � � I - I - � Coriton Daffodil "I". � I - 11 � � I � I -1-11, I __ 11 - � � � -1 I � � 850 -1-111 I I I : . � � � -1 - _ � - .1 11 -11. I—- I I I bulb I I � I , I : Free of rot & disease; placed randomly I - _11- I 11 -.1 1-1 � -11�,�'ll",�,,�,-�ll,�'ll,�,,�- . ALL STREET TREES SHALL BE LIMBED UP TO ALLOW A MINIMUM OF 7' I 3A i � I - lex attentuata'F9steri' �11 I'll 1.11, - rr-11111 Foster #2 1 --lolly I I'll -1 -111--_1 I ' ' I � . 37 � � - 1 : 6-T i I � � I 11 111� 11 - - _ - � I I - I B&B -,"I'll'' .g rig ; Full to ground; dense branchrin 1, s1t a- I ht, pyrramidal-form r� .1-1 ---11 I'll, I Ir I r r I I , ,r �r � CLEARANCE TO ALLOW WALKABILITY ONCE PLANT IS ESTABLISHED 2 -3 I � IL � � liax glabra'Densa' ____ I I - � _ _. � I I --- � Densa Inkberify 11 ,. _ ,__ _ __ , ,. I I � . 106 . . I � -1 - 1, . 1 I I 1 � 24" � � I o I—— �. �- . I 1 I 3 G 1-11 IL,�_ I Dense form healthy color; uniform branching; 4'0,C. � � _ �_ � _ f-- -.1 I ---- -1 � I __ _. -1 � YEARS AFTER PLANTING. T I I LM I I - Lidope nnuscari 'Variegata' � � I � .Variegated Lirlope � � -11.1 11 ''I'll, � � � . � � � 740 _ _ _ _ ___ , . � I - . - "I -1 I'll � ..., � -1 A A � ; T 4" pot (I pint)'. Dense form good color: w ell rooted In pi 18' O�C. ; -11 I . I I'll- . ..... I I I I � -1 -11 ''I � i.............. - ILS I � � � -1 I I I Liquidan-bar styraciflua'Rotundilotba' -111, ... 11 � -1 I I I I -11 � � �� _ � I Rotundiloba Sw eet Gum ", �� '_ ... � 1-1- � � - I � 11 � -11 -1 11 I I 1 � 11- - I � I 1 2.5-3" � . . I -11 � - � � . - B&S - I � Straight trunk, branching begins at 4% balanced head i I I I : � I'll, I—— . -1 � " � . I � � - � � I PLANTS IN GROUPINGS (2+) SHALL BE CONSIDER LARGE BEDS WITH 11111--111-1 q LMG, �Ivlagnblia grancliflora 'Edith Bogue` Edith Bogue fvbgnolia I I is I I � 7-& [ I � B&B/cont � Futl to ground; dense branching, straight, pyramidal form i I : SMOOTH MULCH. PLANTINGS ALONG WOODED AREAS MAY USE NATURAL �A. � I � , _- , I NIL I I -1 " . I � - I I I 1- - . I— - -1111-11-1 : Magnolia grandif lore 'Little Gem .... � .... - I I— 1- I 1, .11, 11 11 11 � 1� I � " Little Gem Magnolia . � I � � , . � . 4 1-11 111-1 1-1 ", � � ,,, . I I � � � I . 2-2,5' 10. . � I - - ,,, , I 1-11, I � � B&B I 1-- , "', I -11- I I � � I I � _ � � I � � 11 - 11 � : I � Full to ground; dense branching, straight, p rarnidalform I I y DETRIS AS MULCHING. ANY INDIVIDUAL TREES SHALL BE MAINTAINED WITH r, I I ........ ; MV _1 . ..... ---- � I- ,,, - � 1, I- "I I -1 I 1--l.-�..�,��--l'-----,--,��-","� - Niagnolia virginica'Australis' � - - __ -1 I , 111.11-1 - ---- I --- I � Australis Sw eetbay Magnolia ,� __ - -I � 12 � --1-1-1 ,_ 1. I - - � : : 7-6 11-1-11 � . I . S&B/cont 11-- � I— I I � 1-1-1 � _-1 11-111 1111- - � I I I - I _ 11-1 �- , I � Full to ground; dense branching, straight, pyramidal form A TDIAMETER MULCH RING FROM TRUNK. LARGE MULCH BED LIMITS TO BE �Js,xl i i ; � � - I I � I 1--- I -1-111-11 � 11 1. 1. 11 I �� 11 I �, 1-1 . I I � I 11 � �111 -11-11111 I ''I - ; .11 .1 11 � I I I—_ I'll ... I - � I � - I I � I'll � I 1. - 11 � I : OUTLINED IN FIELD BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. L PA �. : Ficea ables I I wrWay'spruce I ,. 0 ...1.1-1-11 I 1 6-7' I— 1-------1 I B&5 �- -1, I I Full to ground; dense branching, straight, pyra.midal form 1111-1-111111.1111- -1 11 I 11 111-1 � 1-- I I - � I I— __ 1 Px I � 1 � I -1-1 -1 � � --1-11_.1-- , Peony X'Ederfs Fort urre' .1.11, I --1111 ... _ 11 - I I I � � I I � I'll. I � 11 I � ... � -1 I Eden's Perf urne, Peony � I'll � ' �. . I . . �� 39 � I I I I I . I I . I ,� I � I � 11, a I I I I � 2 G - I-— � Full in pot; free of rot & disease; 36' � 11 I . I � ..... � - � I T CONTRACTOR SHALL TILL AND AMEND WITH NUTRIENTS AND COMPOST ALL � � I ,OR � I : Quercus coccinea I 11- I I I � -1 � -11 _ � 3 � carlet Oak ---- 11 I 1. I - I I - , , 1. 5 I - � . . 1 2,5-13'. 1 e � � � - - - � - - . B&B ., . .... I'll I 1 Straight trunk; branching begins at 4% balamed head C I � I I � r- I � � 1. I I I � � 11 I r I I I r r - ' I I I r - I I I 11 - I - -1 -1 - I PLANTING AREAS PRIOR TO PLANT(S) INSTALLATION TO ENSURE POSITIVE � CIS I .'Quercus shurnardii I � 11 -1 � I � . Shumard Oak --11 11-111-111-11111".111 _. �- � I -.111111 � 9 - . I � Z5-3' m I I . � � - � B&B T _ -1 11 � !Straight trunk; branching begins at 4�; balanced head � � ____ - - -1_1 � I 11 I I 11 I 1111111-1 � GROWTH DEVELOPMENT. . QS1 I I . Quercus shurnardii � � Shurrard Oak � 12 I T 3.5-4' 1 1 I � B&B I . I -Straight trunk; branching begins at 4% balanced head I I � . � 3 iRC Ir " I _. __ . ,-1 . � I I r I I - I., 1 . . Rhododendron cataw biense'Piurpwreum -1 I � r ��.. I . I . I � � -1 11 1 Grandiflorurd PurpureurriGrandif,brurn Rhododendron I I - , � 11: . . . 19 I � .1 � � - I I I I 1 � � I I I 11 r. 1 3G I I - I -1 I -1 11 � � _ � "', -11- -1. I � I I -Dense form healthy color; uniform branching: 4'O.C, c 1 . OAKS AND OTHER APPROPRIATE SPECIES SHALL BE PLANTED AT THE � � : TG I I . .1 I .1 11, , I .1 11, lbuia'Green Giant' � I I I I I I I ' Jollv Green Giant Arborvitae ` � � .� . 31 I � 11 I � � . � . � . 5-6' . I . � � . B&B/cont � I I , I I I _ I., I I I I � Full to ground; dense branching, straight, pyramidal form ; OPTIMAL TIME (SPRING OR FALL IF DUG) BUT NOT DURING LEAFING OUT. . TH � " 'I, ___ I � ''I - I � 11 . Thuja occideritalls'Ei,erald' , , I �, I I � I I I I I 11 � I—- � � � I -1 Enerald Green Arborvitae I 111.1- I I 11 I � , I -1 I—— I � . 1. 11. - I - � I'll I I 11 I - 45 � 5-61 I . - I I I—— �L I I I � � � � . - : B&B/cont I I 11.1 I ", I I L- I -11 1.11 - � _': I 11 I I I I I Full to ground; dense branching, straight, pyramidal form I I - � - �-.1 ...... _ ... � , 11 1. - - - -1 I - I ' ' I UIL I , Unus parvifolia'Alli �- I -11111 � I -1 � I -111 Allee Chinese Brn � � -1 _ - � � -1- . . I . 2,5-3" 1 � 27 � . .1 -1 I " I L� __ -1 � I 1 B&S --1 � ''I . Stralghttrunk: branching begins at.4% balanced head I I I --111 � "I I � I'll 11 I I � - � � � "I", I I I 1-1 I "I I UL1 11 , � Uirrius parvifolii I �Allee Chinese Brn I - . I : I ; I 1 ��,5-4` : I � . � B&B . Straight, trunk; branching begins at 4% balanced head I g I . . I I L - I -1 -1 _ -1 11 I __ I I_ ---- I I _ I _ � 1.11 I : 1- - � �� VI3 - . "I'll I -1 I I I -11, _1_11- I Viburnum plicaturn 7r!urrph' -11 � I—_ _ _1-__-_-_- 111- � 11 � I 1 Triurnph Viburnum I � _ __ � �- 11 I I 11 11 . 30 1 : . I ----1 I— - � � 3 G i I I Dense form healthy color; unif orm branching-, 4'0.C. , I - 11 I I I L � � � 11 � - � I VNI � I - I . � 11 I � 'Vinca rnincir'Alba' I I 11 ''I'll ... I I I I I . Qorrmon While Perivi inkle I I—— ''I I I � t I I : 766 1 . I I - �- � I . 11.1 I I 1. . 4'OT 1. .1 1-1. 11 I I I I � Full in pot; f ree of rot & disease: placed randomly I I I I � -1111 � - I -11 � " 11 --11 I I'll I'll I - I � I I I I 1ZP � __ � 111.111- �- 11 I � I � � - I I i Zelkova serrata 'Green Vase' I --1111 1.11 11- -111, � � 11 � I I 11 - _-1 -11 � � � � � I Green Va�e Zelkova � ., � I .11 I -1 � - I ---- � I I I . I . . � I 1 14 1 Z5-3' : I I I I ...... I 11 I . I � � -1 � 1 I B&B I -1 T Straight trunk; branching begins at 4% balanced head I . 2 � I I - � ... I 11 __ I - - - 1- I I � I— -1 � __ IN -_ 111111111111111 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsborc, Road 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 RMA,, On I I 01 M �_ . Z: Z LU .0) 4. 2 �3%" 0 tD " Z N IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII LLI �� 14*fti 2 (L) C: < :3 Z �� 0 < Q) i Q) CL I 1Z UJ (I 0 M �__ E U) (D 0� 0-0 0 ft_ml� __3 4<1Z < :5 I I I ,y .�� CLC 010 0, _246� . : - i (-)Iy, &N V, 'Z� lrc� 7&� -,'a :M I , &� 4 " 2C. <� C,3' ,_ Steven W. Edwards 01- . Ea M lr� Cert. No. 0931 F" I vy" Q) .2.5 0-C Q):: E� -Z 6-13-17 6 �cl Z51: :2 .ou E-111: IT 411, C, 'W C . tu T P E N .91a Q� .5,c . 10� all: r. I co C1 .t �>" I 8� F= a ebo �x 1 ri opy, ,:� �,�,N �.c 11 � N M �5 .C:12 -(= O" , 61 � ;Z�7 "��/, I a) .N= .-C 54� �,�-�l-'---14"�Ll---�-�-�"-)I� __ - Alan G. Franklin 8:a -0 �- ot '=' It 9 1;� LAc. No. 35326 TZ; rc: E 0 -,--; 11?� 6-13-17 1�_ 1�1 I-, -0a W 0 �c "1�1'c J, OQ Nu: lu _', ... �� E'c ,;�� __ Ma -aE __ Q)U wr Q)a =C 11 SCALE: 1 = 30' ou 4' ISSUED: 23 Feburary 2017 _= ,0, C O' REVISIONS: 12U P 101C -- 02-08-17, APPROVED BY BOS VC :�Q 4� 1. 04-20-17, COUNTY COMMENTS = 0� 2. 05-19-17, COUNTY COMMENTS ,� 'C'n 3. 06-13-17, ACSA COMMENTS .Bu a Q)'C (nu V�_E C 'Wa .-? M "�E OC V .-S (66 C: U -9 E a ��a = C �5c _Q I SHEET: nar , �1. 0 :1 . (n. = C -C >�-_ M � 0 E 0 6 a a) '6 -� O:a- -V ._Q - � �1'i . , EIC , , = C a ,8a t� E 10' 1 O -C Z , Landscape Plan -6c 0 a V . Ic OF2 6 2? "a - ,�E :-r -5 I <LU Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele) 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 te!el 434.531.5544 el alan@alanfranklinpe.com Label ScientificName Coral onNeril Quantity liper Height Spread Root Comments 1. SEE SHEET 18 FOR LANDSCAPE DETAILS, PLANT LIST AND/OR ADDITIONAL 9. LANDSCAPE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT AJ _Acerpai,rnaturnvar.atropurpuretum'Bloo(igood"_ . __.._.;sl°odg°°dJapanese Wple 1 . .. 2'2.6" .. ..... 1368 Witl- trunk (3-6 trunks); dense, uniform hranching Steven W. Edwards NOTES. PRIOR TO MAINTENANCE CONTRACTS OR WITH QUESTIONS. AP Acer griseum iaperbark Maple 5 ! B&B Straight trunk; branching begins at 3'; balanced head Bi i Buxus sinica ver. insralarls `Justirn 13rauwre[s' _ 'Justin Cirrauw ars f3axwoacl 23 .2-2.5°` 31. t3&8/cant All plants from one source; healthy osier; balanced €arra 3' O_C 2. PLANTS INDICATED WITH ■ ARE SUPPLEMENTAL AND NOT REQUIRED BY PAN S I C ( ) SU PLEMENTA O QU 10. ALL SITE PLANTS OF TRESS AND SHRUBS SHALL BE ALLOWED TO REACH. OL .F� TH OF � N_ „ THE COUNTY FOR FINAL SITE PLAN APPROVAL. AND BE MAINTAINEDI AT, MATURE HEIGHT, THE TOPPING OF TREES IS M Buxus x'Green Mountain' Green fvlauntain Boxwood3' -0 a 8C _ B881contAll plants frrarrscane source; healthy talar; balanced farrrr 3° �.c. -O PROHIBITED SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY BW Buxus sinica var. insularis `'Wntrergreen' ....... 4!!}ritergreen Boxwood 84 3' 80/cont All plants fromone source; healthy color; balanced €arra 3' 0.0. - 3. SEE SHEET 19 FOR PHOTOMETRIC PLAN AND SHEET 20 FOR LIGHTING TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 'Co oedrus deodara eodar Cedar 1 7-8` B&B Full is g;otand; dense branching, straight, pyrarridal form 1. 04-20-17, COUNTY COMMENTS DETAILS. 2. 05-19-17, COUNTY COMMENTS CJ C ypttarreriajapernica `Yes hinra' Yoshir ci Japanese Cryptarr ria 7 6-i` S&Becont` Full to ground; dense branching, straight, pyramidal farm :2 11. ALL SOD AREAS TO BE KILLED OF EXISTING VEGETATION PRIOR TO `CP Camelliajapanica `Nuccics Cernl Nuccir"s GerCarriel(ia 56 3 G A1[ plants (romane source, healthy color; b..tant d form a O.C. 4. ALL PLANTS SHALL BE MAINTAINED IN A MORE OF A NATURAL GROWTH FERTILIZING, FINE GRADING & LAYING NEW SOD. SOD TO BE INSTALLED :CSE 'btryogteris erythresora Autumn Ferri �t3 healthy coif. 1 01 ; Dense form, color; unorm branching; 1,5!', QO. STATE. NO SHEARING! NO BUTTERBALL HEDGES. ALLOW THE PLANTS TO LESS THAN 24 -HOURS FROM BEING CUT. IRRIGATE IMMEDIATELY & 17A�g U+ a] U OU _... _ GROW TOGETHER AND SHAPE/THIN AS NEEDED ONCE HEDGES AND BEDS CONTINUE TO WATER AT THE RECOMMENDED RATE UNTIL ESTABLISHED. HM Herr rocallis 'StellaCrOro' __.. _. Stella d'Oro Da lii YY so t G Tense form good color, well rooted in pot, 1s" 0,c. FILL IN. l� Hydrangea R uercrfolia Alice' Hy Alice Hydrangea d ._ 38 color; wapa; ., 3 G circa good well rooted in 4' 4C .I:�ense.�. _... lA •ilex attentuata `Faster? poster #2 Holly 8 6-7` ; B&B Full toground, dense branching, straight, pyrarradal form 5. ALL STREET TREES SHALL BE LIMBED UP TO ALLOW A MINIMUM OF 7' ;L Ilex glabra Vensa' [ansa Inkberry 94 24°' 3 G tense form healthy color;; uniform branching' 48' O.C, CLEARANCE TO ALLOW WALKABILITY ONCE PLANT IS ESTABLISHED 2-3 Liriope rruscari'variegata' Variegated Lirioa � 4'CT Dense form color; ue[l rooted in at; l ).CLM YEARS AFTER PLANTING. `MG -, ;Magnolia grandiflom'Elh Bogue' Magnslra vlr inlca'Austraiis` 9 ... _, Edith Bogue Magnolia Australis Swveetbay Cvtagnotra ._ 1 3 2-2,5" tJ 7`$` B&B/cont Straight trunk; branching begins at4; balanced head ont Full to ground; dense branching, straight, pyrarridal form sB/c.... 6. PLANTS IN GROUPINGS (2+) SHALL BE CONSIDER LARGE BEDS WITH SMOOTH MULCH. PLANTINGS ALONG WOODED AREAS MAY USE NATURAL ..._.,.. Penniseturtraapeauraictes Fountain grass 50 30 All pfartts frarnone source; healthy calor; balanced form 3' Q} C. DETRIS AS MULCHING. ANY INDIVIDUAL TREES SHALL BE MAINTAINED WITH �5 PT Pachysandra terrranalrs _ . _.._ ... ;Japanese Pachysandra 345 4 QT Dense form goad talar, wail rooted in pest; A 3 DIAMETER MULCH RING FROM TRUNK. LARGE MULCH BED LIMITS TO BE RA Rhododendron catawbense varr. alba Rho Alba Rhododendron 16 3 t3 Dense tcsrrr� healthy calcic; uniform branching; 48' 0,C. OUTLINED IN FIELD BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. RCRhrododen ' dreancatawbrense'FUirpureumGraridlflorurri _ParpureumCrandi€lcrrurnRhododendron 13 3G Dense forrrxhealthy color, ;uniform branching; 48"t?.C. V8 Viburnum plscatum'Triurriph' Tfiurnph Viburnum 14 3 G (dense forrrr healthy color; uniform branching, 4' 0,C. • CONTRACTOR SHALL TILL AND AMEND WITH NUTRIENTS AND COMPOST ALL ;ZE ;Zelkova serrata'Green Vase' Green Vase Zelkova 5 2:5-3°' B&B :Straight trunk; dense, branching begins above 4' 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. ■ ■ / IL M, a oa E Qa s Supplemental Landscape Plan �b OF 26 Q�°` a n c c� CLC 00 o� LTH Op r oz c .tT O �Gr 5 Steven W. Edwards E° Cert. No. 0931 v C 6-13-17 W 8C °Q C= 0 OC Ec mn Qi is o'�,-L Ea OL .F� TH OF � N_ Alan G. Franklin Lc. No. 35326 W 6-13-17 -0 a 8C �s10NAL a �n -O a Ts as EC C: v� �R n SCALE: 1 30- c a o u a ISSUED: 23 Feburary 2017 REVISIONS: 18C W_ la 02-08-17 APPROVED BY B OS - -� 1. 04-20-17, COUNTY COMMENTS 0v Or 2. 05-19-17, COUNTY COMMENTS 3. 06-13-17, ACSA COMMENTS VNT :2 v; w� �c cu -�uE Q� SHEET: .rc ra 8 03 "t =C 17A�g U+ a] U OU �R �Q ■ ■ / IL M, a oa E Qa s Supplemental Landscape Plan �b OF 26 Q�°` a 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 AIRE 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. SAME AS BELOW MULCH LAYER (AS SPECIFIED) FINISHED GRADE PLANTING SOIL MIX (AS SPECIFIED) EDGE OF LANDSCAPE AREA, PAVEMENT EDGE OR n n n1 rmn 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 DAN4AGE 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 TREE. SET STAKES 1 COLLAR. BLEND WITH TO EXISTING GRADE PLANTING SOIL MIX AROUND THE TREE. AS NECESSARY AT OUTER PIT EDGE (AS SPECIFIED) GUYING A MININUM C COMPACT EXCAVATED SOIL HEIGHT OF TREE ANI TO FORM ROOTBALL PIT ON THE LOWEST BRANC 12" 2-3" DOWNHILL SIDE OF FINISHED GRADE ----- -`""' !l!1_wlll.. PLANTING AREA PLANTING SOIL MIXlll�!WI�1-11 ' • ?` ' "`� TRENCH EDGE slllllil9 '. AROUND REMOVE TOP f ppF BURLp,P - - - :' - ENTIRE AREA AND/OR ALL {�N-BIODEGRADABLE Edi( 111 II t s II. lII==lly TO BE PACKAGING AFTER FINAL IJIIIlll9111119m11 „III. 111.-911 111 ;;;_ MULCHED PLACEMENT OF ROOTBALL ElII-...IjLEI I hill= -9 i I=131= --1 I1=1 I I=19 SCARIFY BASE OF PIT. BREAK E THROUGH AND LOOSEN ALL IlIalEi HARDPAN (REMOVE AS Il " l NECESSARY) TO FACILITATE PROPER DRAINAGE ROOTBALL PITS Z "'-°' RETURN EXCAVATED SOIL AS NEEDED AND COMPACT ON A SLOPE LIGHTLY TO BRING PIT BACK TO FINISHED GRADE. PREVENT TREE FROM SETTLING IN FUTURE 12" ROW SPACING UNLESS OTHERWISE AS SPECIFIED NOTED SECTION CROWN BED 2-3"; D D TOP OF ROOTBALL TO BE A ;mss MIN. OF 2" ABOVE FINISHED PLANTED GRADE ) MULCH oa IU FINISHED GRADE IV R Ta RyS EC �R _I�111g��ITI�II�lil�IlI�• „� ...�:�',...:::; �;,..;/��.'; 119i3"'_ti EI I.IC311131 ii€Il,iifli .•.: ...! ,.\'�i.°.S^°�'.'i % �•/,.�y��f/��;1%��,�e��,��r},°+ ��` - w��•S°,'•fr.j^,,'!a\o CULTIVATE SOIL WITH ROTO -TILLER TO A MIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE A ^11 WWII VIJL I I vn 1 I-V ,.7VIL 2 TREE STAKING OPTIONS 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. STAKES ON "HIGH" - SIDE OF TREE ONLY'. SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS /01 FINISHED GRADE 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 0 22 1/2 ®J O DIRECTION H OF SLOPE Z ® PLAN In UJ p w MULCH LAYER TRENCH EDGE AROUND ENTIRE AREA TO BE 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 ANWOR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE OPTIONS 18 TRENCH EDGE A ENTIRE AREA TC MULCHED REFER TO TREE A ROOTBALL PIT DETAIL 18 4 TREE PLANTING L-0011$ SECTION, PLAN L-002 �18)SECTIOK PLAN L-003�18)SECTION, PLAN L-004 N.T.S. N.T.S. N.T.S.N.T.S. SECTION CH LAYER ROW SPACING 10 D O.C. I SPACING w ROOTBALL _BED WID' H PLAN (PLANTING SOIL MIX (AS SPECIFIED); (CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE I" OF CROWN FOR EVERY FOOT OF BED 1WIDTH. MULCH FINISHE O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE - -'' L (PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE SOIL WITH ROTO -TILLER TO (CULTIVATE A MIN. OF 4" LAYER OF [PLANTING SOIL MIX INTO BED A MIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION '5-� SHRUB PLANTING (SINGLE & DOUBLE ROWS) 18)L-005SECTION, PLAN 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.) \ _�' ;� . ,'''�'""/``.7'\\,��""• ,'/\a^e. b,.,\.'`'�'*/!�",/`.�`"'/'\'4'v \,�'ar"�\`"•� °\\e*,�\`�@'✓\`'�'•�'r\''*y' ®'°a\''•' CV I -'I 1 9 - I I �� I I I.._Ill-1 l I -------I I,�I i ISI i �.•-1 I I I �,=1 I I I I �:_=�I 1 i I �_- �I I I--1 11�-w:(I 1= 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 18 ) DETAIL L�C0101*3 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 Y2 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 G TO REMAIN RASS hh UNDISTURBED 18 DETAIL EXCEPT WHERE 1$ SECTION TREES ARE Alan G, ,ranklin ;mss No. 35326 It PLANTED 115�6-13-17 w ) S� oa IU W IV R Ta RyS EC �R FINISHED SCALE: As Shown oQ GRADE 'C REVISIONS: 1C 191=911=111=111 -III- 111 11I-11011 919 1 VC Fa II III TI--11- EEI1 REFER TO '. I=III T 1=111= `II i 1 ISI I I =111=E 11 - I- `? l Im •I i I ROOTBALL DETAIL.;- "=-I1IEMEEIIlEM �;1 -`11=111=! - I o-1 I, :--1l1= TYP. (3 uz una NOTE: u; , LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN INTO THE GROUND 30" MIN. TREE Q. (AS SPECIFIED ON DWGS.) O.C. SPACING TYP. EXISTING GRASS TO REMAIN STAKING ENLARGEMENT MULCH (AS SPECIFIED ON DWGS.) oc= \ STAKING - ENLARGEMENT MASS PLANTING &STAKING IN EXISTING 6� VEGETATED AND MULCHED PLANTING AREAS STAKE GALV. WIRE HOSE 1$ SECTION 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 1� DRAINAGE TRENCH 1 =-- --.- EDGE (TYP.) FINISHED GRADE co I =IIII= \� \ \ \\\\\\\ \\\\\ bo IIII =IIII = ::: /\//\//\//\//�, _//\/\/\/\/. PERENNIAL--' (= I I I I SOIL MIX - _ _ =IIII=1111-IIII=_IIII=IIII=IIII=IIII-IIII= (AS SPECIFIED) III=IIII=IIII=IIII=_IIII=_IIII=' -IIII=IIII=IIII-IIII=IIII=IIII=11111=IIII=IIII=IIII=11 'iI-uII=IIII=IIII=IIII=_IIII=IIII=III' =IIII= =1191=IIII=IIII=IIII=IIII=_IIII=IIII=IIII=IIII=�. ''1=IIII-IIII=IIII=IIII=IIII=1111= II_IIII. -IIII=1111=IIII=IIII=IIII=11111=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 g� MASS PERENNIAL BED PLANTING 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 Z MAX• ROW SPACING TO ATTACHING TO POST W/ MIN. (3) GALV. FLEX 'C' RINGS PER POST. 1' LOCATE AT TOP OF SLOPE. USE EXCAVATED SOIL TO 1111=1111=_ FORM ROOTBALL PIT ON DOWNHILL SIDE. =111) ;I I SHRUB PLANTING ON SLOPE IIII III II �%1 r; (SET PLANTS PLUMB) IIII=InI-uIl_nn=111 _, ,; III-IIII=IIII=IIII=IIII=IIII=.:>; _ MULCH LAYER (AS SPECIFIED) IIII=IIII=IIII=_IIII=IIII=11 ':��:�.' '�` " V1111=IIII=IIII-IIII-1111 � .`._r��,, � ` `- "=IIII-IIII= _1111_11 IIII= "". 24" _ PLANTING SOIL MIX I=_IIII=IIII-IIII=1111= °,.. (AS SPECIFIED) II=IIII=IIII=IIII=IIII=1111 -:: ; llI=IIII=IIII=IIII=1111 ` `" u,. . TRENCH IIII-uu =IIII=_IIII _ _ 11=_ xn ✓� EDGE =III' .1-1111=1111-IIII=III (TYP) ADD EXCAVATED SOIL TO BRING TOP _-IIII-IIII-IIII=IIII: -1111-IIII-IIII=IIII=111 :'•' � '�' OF ROOTBALL ROOTBALL TO FINISHED GRADE. -4" MIN TAMP LIGHTLY PRIOR TO SETTING kr I=1111= I IIII= SHRUB TO PREVENT SETTLING. -IIII=III IIII=_IIII-_ -_ II "III=1111=''=IIII=IIII-IIII: SET TOP OF ROOTBALL---/ 4" --nil=IIII= LEVEL WITH FINISHED GRADE. M17. 7 SHRUB PLANTING ON SLOPE 18 % DETAIL 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. 4" I TYP. FINISHED --J GRADE I; sW(I III -I TREE (AS SPECIFIED ON DWGS.) 450 TYPICAL STAKING: -iIIM III 1. (1) (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE I ilil�l 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. REFER TO GALV. WIRE & RUBBER HOSE (OR EQUAL) AT A ROOTBALL DETAIIL 1 00 MIN. OF TREE HEIGHT 2 1 8 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY) L-010 N.T.S. COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE PLANT SOIL MIX (AS SPECIFIED ON DWGS.) MULCH (AS SPECIFIED ON DWGS.) I�L'40a -STAKE �- GALV. WIRE --'-HOSE STAKING ENLARGEMENT L-007 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 QUAN I ITIES 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. STABLIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:11. ANY PLANTINGS ON STABILIZIED SLOPES SHALL BE CUT INTO MATTING CR OTHERWISE INSTALLED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE. 5. ALL SPECIES SPECIFIED GREATER TFAN ONE (1) IN QUANTITY SHALL BE ORDERED FROM A SINGLE SOURCE UNLESS OTHERWISE APPROVED BY THF.-: 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 SIMILAR 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 CIR.CUMSTANACES 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 STOCKREPRESENT 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 O S T O ENSURE PEDESTRIANSC AN 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 WITHs�t' 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. Z ,Haim :I km - 18% Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele) 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 KEY: z , f f Garden. Site r ~' t l : T,rossing L- C a TH OF C U_ Steven W. Edwards m° I!"' Cert. No. 0931 F U L� -t 6-13-17 °b UU Ea o- �a PE NV - EC �n 18 DETAIL N:?S. 1$ SECTION N.Ts Alan G, ,ranklin ;mss No. 35326 It Lic. mi 115�6-13-17 w ) L-007 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 QUAN I ITIES 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. STABLIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:11. ANY PLANTINGS ON STABILIZIED SLOPES SHALL BE CUT INTO MATTING CR OTHERWISE INSTALLED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE. 5. ALL SPECIES SPECIFIED GREATER TFAN ONE (1) IN QUANTITY SHALL BE ORDERED FROM A SINGLE SOURCE UNLESS OTHERWISE APPROVED BY THF.-: 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 SIMILAR 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 CIR.CUMSTANACES 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 STOCKREPRESENT 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 O S T O ENSURE PEDESTRIANSC AN 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 WITHs�t' 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. Z ,Haim :I km - 18% Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele) 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 KEY: z , f f Garden. Site r ~' t l : T,rossing L- C a TH OF C U_ Steven W. Edwards m° I!"' Cert. No. 0931 F U L� -t 6-13-17 °b UU Ea o- �a PE NV - EC �n QC o= ER o� �I TH OF tdP�, m? i v 0-'§ Alan G, ,ranklin ;mss No. 35326 It Lic. mi 115�6-13-17 w ) S� oa IU � rAL j OLY IV R Ta RyS EC �R �_ SCALE: As Shown oQ ISSUED: 23 Feburary 2017 'C REVISIONS: 1C -- 02-08-17, APPROVED BY BOS VC Fa 1. 04-20-17, COUNTY COMMENTS 00 2. 05-19-17, COUNTY COMMENTS on 3. 06-13-17, ACSA COMMENTS N= uz una u; , U cu 2E Q. SHEET: o - U} N-_ �C s 5 �Q ou �.R �Q �L Ec �u *' n oa ¢a ZC Landscape Details -p S Na a QU LIGHT FIXTURE SCHEDULE------ TYPE MANUFACTURER CATALOG NUMBER -dffl LAMP E VOLT FINISH ---- - - - ------- DESCRIPTION _PORTE C3cC Alan G. Franklin Steven W. Edwards C-6-CHERE, WET LOCATION RATED Cert. No. 0931 Ha): U -C LDN6 40120 LCOAR LS NIVOLT N ITA LED 12o E DOWNLIGHT +1,0 +1. 1 + 1 ;e + � :1 +1 1 4 0, ': Q5_9 1 �0 +1 .0 1. +1 3 8 ISSUED: 23 Feburary 2017 GS)C LED 20C 700 45K T41-.1 MVMT ROA LED 120 3 POLE MOUNTED AREA LIGHT M0UN70 AT1 6' S2 LrmONfA 1- D$r 1 P1 40K HNIF NIVOLTTHK PE NiA LED 120 j GROUND MOUNTED MONUMENT S'GN LIGHT WIDE FLOOD + + vizC + + + GROUND MOUNTEED FLAG POLE LIGHT. MEDIUM Tcs'�PR' LITHONA DSV�P140KMSPr0VOLTTHKPE N,�A LED " 0 2 toc 0 T, Lt -8i C Wpi LITHONIA CSXN LED 30C 70040K T4M N5VOLT NiA LED _[ r,20 FXMR�OR RATED WALLPACK. 0 0.00 00 00 0.00 0.00 00 0 01 THE GARDEN 0 ........... 0.00 0000\ 0" >00`*0.0 0 A - - - 0.00 '%,'o \-O.O Vol 0 0.0�' 40 0.00 *00 SPOT 0.01 0.0*1*+%'*10_ 0 -CW* -'0'-0 0 4.0- A00 01 0U01 .00 \nq 0 50-00-00 0 0\0 0,04 si" GP + .7 .1, .1, 1, �6 11 J-5 +0 +0.2 0,2 +0.6 +1 +1 �9 +1.8 +0�5 +0.5 +0.2 +0.1 +o.1 'b.2 +0.3 + .5 '0.§ +0�6 +0.3 +0�5 'C�f j +2.3 + 8 +1 +1.4 + A7 1.0 0.1 b, '0.1 1� 7 16 1 3.8 3 0. '0�2 0 2 3 0.011 +0:5 '14 +1,4 --Ir +0.4 +0.5 + .4 0 + 0.1 +0A +1 V7 1.0 1'. '-�a 1 .4 + 1 i 1.. -'1: +0,6 +0 +1.1 +1.2 +1.1 +0.5 +0.4 +03 +0.2 +0.2 +0.2 '0.3 'V4 05 +0.4 +0.5 +C.1 .'O.* '0.7 :1.3 0.3 +0'�- 5 \0�� WPt 04 JV2 2 2 '0 4 0. .5 )3 41 �3 *0.0 +0.1 �0.6 +0.9 .5 .0 0. .4 .5 , .7 6 7 0.5 .7 1.0 .03 _�O- 5 +0.9 +1.0 S1 + + + + +1�1 +& + 0,7 + +0.1 1.3 3 6 9 .4 0.2 +0.8 0.6 *0.0 +0.1 )J� "0.,3 'o.9, ).8 +0.4 +0.5 +0.6 +0.6 +0.7 +1.0 +1.2 %4 '3WOr _21A 1 7 1-5 1.4 +1.4 + il +i . 13 03 *0�0 +0. 1 +0.8 ).5 0.3 1 +0.1 '0 + + +05 �0.8 1,2 'r +1.8 +0.5 +0.5 +0.4 +0.3 +0.4 +1.1 +1.4 8 +Z'T '2 �+1 9 5 4 + +0.6 +0.. ;7 1� 1.0 .4 1 '1 �4 1.2 16 37 Ruit_nING 4 go] 2 5 ')7 0. r;3 '0 6 0 1_ 'D 2" 0,3 0.5 -0.7-"'1.0 .0 0 1, o.8 tO. 2 0 -, J,jr , ,3 +0,6 + + + + + 0.9 0.8 0. 1,9 i.5 1.9 7. 0.7 0.5 '0,26 1 +0.6 +1 '1 + 08 +1 0 .1.5 0.9 0 0.7 + + .4 p,26 0 Y, j 1 +6,r 'o f.jr, 1. 2 172 11 1. .2 r 1.2 1� 0 O�9 9 .3 1,1 : J'f .1,2r f)�q 6 5 D' 3 +0.2 +0.1 14 I.Z 1 1 1.2 -1,3, .0 1.0 1, 1�0 6'9 1-0 9 2 1.2: o. .0 + + +0 + �+0 8 +0,5 0. 0.9 +0.9 +or, + .8 .8 +()�S 4. to b .3 +4 � (j, 1 9 0 �o �0,5 +03 0,3 P-�$ 0.8 0.8 U-8 U'd 0,6 U, .8 U-6 U81 U -Z8 C.8 �u �O 4 +0.1 +0.1 05 to +0 +0 + +0 �05 r 0.3 '6 .5 +0 02 .2 :0.,3 +0.4 +0.4 +0 +0.1 �4 4 1.4 05 6 +0.4 +6.4 .4 .3 0.0 �.03 0 + +n '7 +n '2 +n + 0 "'o +A �p 2 2 lb :I a +Q.;2 +0.2 .2 +0.3 +0.3 +03 +0.2 +0.2 +0.2 +0.2 +0.3 +0.3 +0.3 +0,2 '02 +0.2 +0,2 +0,2 i =+�91 _+ 4� 'O.A.02 OORKMAR CROSSING +0.5 '0.5 V4 +0.2 +0. 1 +0.1 '0. 1 +0.1 +0J +0.1 +0.1 +0.1 Vi Vi +0.'1 +0.1 +0.1 +0.1 +o. 1 +0.1 +0.1 '0.1 '0.1 '0.1 +0'1 +0�1 +0.1 +0.1 '0.1 +o.1 +o.1 'o'1 'a 1 +0.1 '0.1 +0.1 +0.1 +m +0'1 +0.1 *0.0 0 01 705 0.05'0.07 �0'fflr"M"O.Or +074 -0-7 0-04 +(M04 70570. �6016 70.06'0A6 7=0 6 705'0.074 +C707 .01 .d7' ' 0040. +001!��.04 U71 U.0 'r03'o.d1 1.11 To5'o o.dr +M 1115 O.U5 +117'6 707"TM"M T05'0.0i7 3 00, C_ 0 SITE PHOTOMETRIC PLAN SCALE: 1:30 PER STRUM ENGINE 4"x6" GASKETED HAND HOLE - ELECT. CONTRACTOR TO CONNECT OR CADWELD GROUND WIRE TO POLE BASE 1"x45° CHAMFER ROUNDFORMED CONCRETE BASE PER STRUCT. ENGINEER Z A 0 15' 30' 60' 120' LUMINAIRE FURNISHED AND INSTALLED BY E.C. 3" V-5" LAP (TYP. @ TIES) DIA. Elmo PER STRUCT. _T ENGINEER FINISH GRADE FACTORY FINISHED POLE (REFER TO LIGHT FXTR SCHED) .--URNISH AND INSTALL IN-LINE BALLAST WEATHERPROOF FUSE HOLDERS FUSES IN BUSSMANN "TRON" #HEB-AD WITH #KTK FUSES (SIZE AS REQUIRED) FUSE EACH LUMINAIRE SEPARATELY. REINFORCING TIES AS REQUIRED BY STRUCTURAL ENGINEER. CADWELD CONNECTION •`�', (BOTH ENDS) 3/4" x 10" COPPER WELD GROUND ROD (LIGHTNING PROTECTION) VERTICAL REINF. BARS AS REQUIRED BY STRUCTURAL ENGINEER PARKING LOT LIGHT POLE DETAIL SCALE: NTS W rA LU Z 0 Z < LIJ N C0 re 0 I I ' U) U.1 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele] 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 tele) 434.531.5544 el alan@alanfranklinpe.com KEY: {{11 EC C E j OF I C3cC Alan G. Franklin Steven W. Edwards EM M° Cert. No. 0931 Ha): U -C 6-13-17UV lip, 0 t U -C + +1 +1.2 1 1.8 .6 +1,0 +1. 1 + 1 ;e + � :1 +1 1 4 0, ': Q5_9 1 �0 +1 .0 1. +1 3 8 ISSUED: 23 Feburary 2017 1 5 1.3, >8C 3 6 +2 .6, + + 2. 05-19-17, COUNTY COMMENTS IO 3. 06-13-17, ACSA COMMENTS + + vizC + + + R .-C + + ' toc SHEET: Lt -8i C 0.9 0.8 0. 1,9 i.5 1.9 7. 0.7 0.5 '0,26 1 +0.6 +1 '1 + 08 +1 0 .1.5 0.9 0 0.7 + + .4 p,26 0 Y, j 1 +6,r 'o f.jr, 1. 2 172 11 1. .2 r 1.2 1� 0 O�9 9 .3 1,1 : J'f .1,2r f)�q 6 5 D' 3 +0.2 +0.1 14 I.Z 1 1 1.2 -1,3, .0 1.0 1, 1�0 6'9 1-0 9 2 1.2: o. .0 + + +0 + �+0 8 +0,5 0. 0.9 +0.9 +or, + .8 .8 +()�S 4. to b .3 +4 � (j, 1 9 0 �o �0,5 +03 0,3 P-�$ 0.8 0.8 U-8 U'd 0,6 U, .8 U-6 U81 U -Z8 C.8 �u �O 4 +0.1 +0.1 05 to +0 +0 + +0 �05 r 0.3 '6 .5 +0 02 .2 :0.,3 +0.4 +0.4 +0 +0.1 �4 4 1.4 05 6 +0.4 +6.4 .4 .3 0.0 �.03 0 + +n '7 +n '2 +n + 0 "'o +A �p 2 2 lb :I a +Q.;2 +0.2 .2 +0.3 +0.3 +03 +0.2 +0.2 +0.2 +0.2 +0.3 +0.3 +0.3 +0,2 '02 +0.2 +0,2 +0,2 i =+�91 _+ 4� 'O.A.02 OORKMAR CROSSING +0.5 '0.5 V4 +0.2 +0. 1 +0.1 '0. 1 +0.1 +0J +0.1 +0.1 +0.1 Vi Vi +0.'1 +0.1 +0.1 +0.1 +o. 1 +0.1 +0.1 '0.1 '0.1 '0.1 +0'1 +0�1 +0.1 +0.1 '0.1 +o.1 +o.1 'o'1 'a 1 +0.1 '0.1 +0.1 +0.1 +m +0'1 +0.1 *0.0 0 01 705 0.05'0.07 �0'fflr"M"O.Or +074 -0-7 0-04 +(M04 70570. �6016 70.06'0A6 7=0 6 705'0.074 +C707 .01 .d7' ' 0040. +001!��.04 U71 U.0 'r03'o.d1 1.11 To5'o o.dr +M 1115 O.U5 +117'6 707"TM"M T05'0.0i7 3 00, C_ 0 SITE PHOTOMETRIC PLAN SCALE: 1:30 PER STRUM ENGINE 4"x6" GASKETED HAND HOLE - ELECT. CONTRACTOR TO CONNECT OR CADWELD GROUND WIRE TO POLE BASE 1"x45° CHAMFER ROUNDFORMED CONCRETE BASE PER STRUCT. ENGINEER Z A 0 15' 30' 60' 120' LUMINAIRE FURNISHED AND INSTALLED BY E.C. 3" V-5" LAP (TYP. @ TIES) DIA. Elmo PER STRUCT. _T ENGINEER FINISH GRADE FACTORY FINISHED POLE (REFER TO LIGHT FXTR SCHED) .--URNISH AND INSTALL IN-LINE BALLAST WEATHERPROOF FUSE HOLDERS FUSES IN BUSSMANN "TRON" #HEB-AD WITH #KTK FUSES (SIZE AS REQUIRED) FUSE EACH LUMINAIRE SEPARATELY. REINFORCING TIES AS REQUIRED BY STRUCTURAL ENGINEER. CADWELD CONNECTION •`�', (BOTH ENDS) 3/4" x 10" COPPER WELD GROUND ROD (LIGHTNING PROTECTION) VERTICAL REINF. BARS AS REQUIRED BY STRUCTURAL ENGINEER PARKING LOT LIGHT POLE DETAIL SCALE: NTS W rA LU Z 0 Z < LIJ N C0 re 0 I I ' U) U.1 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele] 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 tele) 434.531.5544 el alan@alanfranklinpe.com KEY: {{11 91C EC C E CLC Ob C OF I C3cC Alan G. Franklin Steven W. Edwards EM M° Cert. No. 0931 Ha): U -C 6-13-17UV lip, 0 t U -C P E NV, Ta Et U01 91C ma 0) Q M, EIC Oa OQ tfE as 2: OC -0c Photometric Plan Ic EC 2C E C Ofi, Alan G. Franklin O_ -of 1;6 Lic, No. 35326 6-13-17 C mrc OQ ONA L Ta Et Q. 0, ': Q5_9 1130' SCALE: 1u =C oaq ISSUED: 23 Feburary 2017 ox REVISIONS: >8C cn:: 'Full -- 02-08-17, APPROVED BY BOS 1. 04-20-17, COUNTY COMMENTS 2. 05-19-17, COUNTY COMMENTS IO 3. 06-13-17, ACSA COMMENTS .Ra L' Vc vizC R .-C cu -M toc SHEET: Lt -8i C vu 2u ma 0) Q M, EIC Oa OQ tfE as 2: OC -0c Photometric Plan Ic GENERAL LIGHTING NOTES: 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. 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 STANDARD FINISHES SHALL BE BLACK UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS OR IN THE SPECIFIC LIGHTING CUT -DETAILS PROVIDED ON THE DRAWINGS. 7. ALL LIGHTS SHALL BE CONTROLLED EITHER BY PHOTOCELL(S) OIR TIMER(S) (OR A COMBINATION OF AND T L T OF THE PUBLIC THE TWO). ALL DEVICES SHALL BE PLACED DISCREETLYOUT OF GENERA SIGH WHEREVER POSSIBLE. 8. ALL POLES LOCATED IN ANY PARKING LOT SHALL BE MOUNTED ON A 2 -FOOT (2') CONCRETE PARKING BUMPER. 10. EACH OUTDOOR LUMINAIRE SHALL BE ARRANGED OR SHIELDED T REFLECT LIGHT AWAY FROM RESIDENTIAL DISTRICTS AND ROADWAYS. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3 ADJOINING R ,000 LUMENS. 11. THE SPILLOVER OF LIGHTING FROM PARKING AREA LIGHTING OiNTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL AND COMMERCIAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (%2) BY EITHER THE ZONING ADMINISTRATOR OR HIS DESIGNEE THE FOOT-CANDLE UNLESS AUTHORIZED , DEVELOPER OR HOME OWNER'S ASSOCIATION (HOA) IN WRITTING. IN MOST CASES, THE ZONING ADMINISTRATOR SHALL GOVERN. 12. 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. 11 I - er'es 'ze 1 E rNIVOLT' LED FloodLuminaire . < -FLAG [ onxii <:,. F2 K POLEL10'Itr 9,1 77 �t:ktR N � a f �#s a ,-3 '� n,as bts tc, hrx., u:4 1 ssaen.r ;nit maYnn st Loft. °.h MJFt. , , I c 1 S' FE:d ,:., c',-_ U#ikU In-troduc+jon tt d seri - £l _ r - features tfiiE.l_}-u ftC-'".,)>111'Il�If:iCJC�l#fJf£c,!°.1ot1,p.iT{i_:.S -F rf Yt,cr.M,'.+U, P£"ii cCy {iro�i«'}hv', t1PiA(9 c •. i tV, b(;vA i,,lly lllidminau,, a h .Jr,r„ty of applications Kd1J,Z,rar,4a,,:agavptWii,. 114 - d•€hil`u its sli pk, ci,mip ac( styling l:,lancis sear'rile,ssfy :S('.ry#,ci"fC!tiations . ...,..... W ._. .__:._. _. .. ... evith tfre enl+tror1r'fEt�nt�.. : !t„a p. a , , t 1 f. j % ,< , - - ” ' Ill t�-a tto,5 f lc.}cls 16 ctcr sy .tors 6 rlrld . I1ttfTllp 7e 11 r 401, 1.1 p l tt..E 3-101Y, I i I . , • } �� =C'tt ri( f Depth: ii iS . a� Width-, n"t Y , ;y Y1 I �lI'I : EE I N �-F r"'x, 1 iTf- fl CSYYi ..A tl a€ t Illi. .. __llvttuT.rrrt €. f t �._s.. c'' a<r.,..77 rpt ,, , f . Ai cs IY;?:,iYPT p#F)ttEa;i1S f[)f. fCititlt(T1Jl sj�tll lr�ht u,icl €it'.,rM-✓�Ef.)l,: Yt41T ! r .I•..:=rY' dt�b f)St€ii3T %1 , it shipped atatuiy' r -r ` F. r ' '18. asyi able�v' 8L Oad ,Mtib t' .A - i k e-1, l�M1 I ,.4h LC. n FCvGd u ran �aW sb �a -. :a4 sl e12O,•2-,ev flJ lrltri(: 7,iptkLtTtH i t'sE}i,ElalllrT. llifx 3x.bt p - 4,r fJe3ght: t I tis i �r:pvnlac,aarile .g nt for 71) 1504 rinetal hh1hic , flor3CIS, C serail 1 ' U(-,--,Iwild~ �! 01_34,xx ?!4' nothing' typical energy savings of 7N,, and expected Height -._. __ ,� _..a s rF",Ike life of oder 1(�J M) hours. Weights 1 Toa 1 r un Arttti @ ,_. _ ,._, ._._...,.,. 111-1-.-_--_- - -............. .... -_U -: ::.._ €k,..,. P "vt . «,.. ..\. €., S ': t. ,. vn ....x. :f} _ ,,...� .." .,--,<.,..,..,.,,,,,.-- ................... ._..:-...<- .,._.,..,, ,. ,,..•.,., ,:.:,.>.... �t,,py g y,t j''{ �' diAiTi�L&'rm'. i.dai�€- I.L. L.r.F C #.`ILL fit+ lA'#J r- lY4 f L T1., 84'"n.1JV§�ft .. ..@,. i 6 ' ,.tic.„ I I t tvT6ak#rt'i#aide ttl 195 iitf7 or I DIM ,,, .: Nxf' ., _',; rNIVOLT' Slhppedindrfded I ShlppedinAaried [ onxii <:,. F2 K )AS€ 1 Tlty:A. ni _: r.. . ,, ! '� n,as bts tc, hrx., u:4 1 ssaen.r ;nit maYnn st Loft. °.h MJFt. , , 7p9' I c 1 S' FE:d ,:., c',-_ U#ikU T ,U - Del It t.EiP 11'2 tf hrca amu:rr t +xat tors, a t" £l _ i ;; -F rf Yt,cr.M,'.+U, P£"ii cCy {iro�i«'}hv', t1PiA(9 c •. i ,. D2 FTit.EibP'T#ctK --. .,. Kd1J,Z,rar,4a,,:agavptWii,. 114 - ;F , „, cF ✓i: , , h„„,. i i, i „ 1 aDBTMD .,, ;dot:1.1 ' 4, Insert '1'or'2"todsi natsfixtu2see'2:. 9. 9 �9 t iL ,, .,.::' 2/7' t - -VY0 .D et:{t:: HY r I orPER7.Amh2rA•�,mord'eah6Ld+reha=n rrde2d wi{h CC k:Fe�refioNoft- ,�1mmd.Ndavadabk with PhYvlT opiinrk. r BFR , i # d - E S "r:atCl Sh DPS Y D, moi., I,+ 16 Dlm min dnoeratarcfeld M.:rOLT n Not' ¢ilnbk wM111 47 ✓:4:i3V DCF F $ e M � Eft a &L3J BL97 r.Y PNhdio pint' -u' u Q ON`�OCU Nvuz-sd >hlcld lhrsOLEU'niE" - :Vr 7 Exi dnik don . Aaar retewm, bn ase31 'icrrattnt' use �' d- Yt41T ! r .I•..:=rY' : aJi': f)St€ii3T %1 , it shipped atatuiy' r -r ` F. r ' '18. asyi able�v' 8L Oad ,Mtib t' .A - i k e-1, l�M1 I ,.4h LC. n FCvGd u ran �aW sb �a -. :a4 sl e12O,•2-,ev , i,ig fir ctei ala,Nl DOe[ifYfinohf"'- a+siGrQs. ti:&i'DDHi btAyrArroo'r,mW_t.aA, Ila h:mDA'Di-ncde nui.d,it,n,AL.4'd-RdandshipEeda:asparatFlfioeamimlm - Ar. Cnn!ob, hqt LC R.Nnk so brr�ac ,,147�D. P StngghfuPSFt°gttsi ,Zi7vGW7PuGki�tGFlegvie9N, _ : IerfijfincfJ'' uil16rnds avaikkle aRh Yythlnt23rardiinmrng• 11 PI Grvi tion !u 3�7Vnr 4Rh:� urea 7CF70mti. N P Al - -. M r luminai�et,, trsa�cifeT Hdh PFAo�tpn, Ordered a,d=hippo,)�a •amrafi lire - F1SCa U1i'f II (-Ii Add diGial ten-}ruale and xr„i;g, cared k,r RC1AM de la _nl must Eep-urc ha:i ry - R P ry _carol qc^Y rt ':-.ac.d H.�: 1,1,t,al11&'11267450 hIi PlRopron 01_34,xx ?!4' nothing' al ;?far7, PER5 R7, BL9A PPifrn ' Shipped 5?p rr lni i I l FY I 1 r un Arttti @ NPL12ex 1J2"tllreadedripple' I1_11a.- Sia „ ,ca: 1 !C , 1_1 00$ Stock:con uratons'are offered for shorter %axd times. Nnrr=s ,, x. r„s_, ,- -4.., ....:: ..... _s: -=: --_:: -:':; -- - -� 'nc� , ;: ., „a 3. kit'AN�' t n aE :rcas;; - i rz"_.'y {rte aGnrak '•." , i 0- ? . <ca<d'1 ,m syy_ '�er,dead 'ora tv>;Ef s` nl $ CF, cr .gid t>1 N6RJn. a =_: :: -- - #' , _ e c v :, .> �, ptr+sn. rretsittfr, PEf fP,h+,.,i.,&'isN ,. ,r.r •.;, � ,-x, Ctsx I LED Pi S+?iS YdFL itUTtTT}IrLUDnk7 _ ( DaY,C1[IED }T1 S6K '� n,as bts tc, hrx., u:4 1 ssaen.r ;nit maYnn st Loft. . ,,.:a ..: 4_2f - b5xitiEtPt'f4'1K,^ttt2R9stOlt:CilKRkE%C k}'S7fFl(tEtpR'4d4KP ht J 5C_ :tf,,rA,."LU.”, In[ : ,a,,,r:iznxe r.,,u,aGF :,,,r:«t, A,X der 4'liedsocation 7r, F r P h" €, a1 LED L a9A Vast 6.eCLt FNk pDG:<I1 T ,U - Del It t.EiP 11'2 tf hrca amu:rr t +xat tors, a t" in,7atreyvix.trl ±f. _ _ -F rf Yt,cr.M,'.+U, P£"ii cCy {iro�i«'}hv', rka +;r ,.,.e [I. I,P,Ut,.. ,r ., n, U544 FDPe4'1K Lhts++7LTftlg:#6HdF = ,. D2 FTit.EibP'T#ctK --. .,. Kd1J,Z,rar,4a,,:agavptWii,. .cure ..- ';tiF,t n - 117'' ; 5 h u ,xr,'itr 3 - 1' .,.4, vuka,i. optrn. cF ✓i: , , h„„,. i i, i „ 1 aDBTMD .,, ;dot:1.1 ' 4, Insert '1'or'2"todsi natsfixtu2see'2:. 9. 9 �9 2S BlrciSpika ,s 4;,s.zrx.fp. 2_13,tt24rte0kard ,Xstvn, .:r�a�.,�WAir7,r t ar 1=r 6t ,sty 4 n <,ts, .u:u,tXz [ i h --,n=... ,. , T.. ., - j 3' T r 1 T LSD i k l aP.E a - Q109;Fi.SCUIUJ Ptwhirz 551 to BtlockOvrso M 3 ouk, availatfe with 530m0. Gr T)n rvA. `4 orPER7.Amh2rA•�,mord'eah6Ld+reha=n rrde2d wi{h CC k:Fe�refioNoft- ,�1mmd.Ndavadabk with PhYvlT opiinrk. � tU }aid D LIGHT FIXTURE 'S3' 20 DETAIL n i a .t tNrNdfD SE I17s3 13hr, a nR'„xr s aada E 1 t,r"z'€ e rt mA and[slyfi r ,Lei. CONSTRUCTION trait s`t,ted 'Atoll indent n9 p inter Irarn7h yaiaanirett qn,l jffrrtliuit hda ;':ih loorpoi fringeii accs., tvs?IFS 410 fPf,tla) latches Feft.ctm",tre r,laiLK,4 ay 6ussw,l spR€t4s: 't rli(mty rti)u:#aEic17,UNrillisjbt4cket, WILl cCaitlx"g"tlal4,leira9T9r pkr vUe' i 't'tiAadj,aitn(,ilt, )erAIb,)iaCimra,x 3tT'andt.Ort< ibrr kvuisMtstdal t thdo ightcat td+lrsns. Cot i.rty 3?411:4 >ut,. 11o.1T AS'FG cnaductors, talc d fof 9o`(L !Aromed4ltts:ll «9"1� L(taQoUq Prf ye milling desrnlal mutiagentoni for,151Ca cdard;'ri amiilent (VO dipirsir avAdakie. Sight ob lre an,l c4ri'+•i rs are accos lbLe from air aye or hek^r,' ceflecol, 'ici3s tnUo"thictnrs 1'112", OPTICS — FFDsarelepil t 3 yi 2iT(M M1011mmorium t3:Dlgi?tww"a,tontnul�;larllhoiffrrsinrgopt?ta!lens.. fsetgeraldllumltaaKfanlightiag', Aht'35,�'I{andK5'culcfftocaurteandsnurtelini!,k. Self-0,111ged,tilLIM ci terlLu(on Ill .ilecutak suat7 spa+fi elder, n. Matt+ ceffri fi rrdi r6's, AiSu v'ribliahhe frs 'avhite aad iatet',ps rstn'T r,flcsteo uss. ELECTRICAL --- ModilveilCMit- rt5SMIfa360c,1100-lo'CiiinminjMoost;:nNNt+*dlbifticti'ni lsat IvyE or k°mrfotl tiwntdlmmf'lk"krelariA ,bac. 11 -lot Vdimitii yiiruietell€33restlo.y}ailditkobafl+nta=e4lta;e irastetbeliiRarJ. 70i iddrnenmdihlteina tueIt5is el)hours. KTiNGS -- (artiDdri to U5 cold (bloat€,nn safety alandttd5 italr p location slantrard (weii lntniibrt+ -LrAa r'.il ce tneg otiflorpo rt, WAREiANTY 3leatltmnedsua pantry; (Ampiehe tvappattirtenm Iodated at ,Oa o,5Hi riwolis cost ,�Ipy pinemgo,m,rte„tgrms pnsi t t7 fi r ox sp f tole: Altar perfol rnand e may clutter as a result of end'u;Qr en ,r:Mnieftt and ;appiitatt„ All a3iooAwtk+skgnortyroid$valve,mpatititlundettaut}14inracondition'•at2 ”( Slieii:itatiofts sskje((Io(btnye withtAta tiotir.x, fAl 4y ria: a,v�+rb,,tck,}attt�`' f ),ltat ,olt, P ORTE C OCHER,E L)O1r NLI614'r T?d:, s R.=l LDN6 6' OPEN and WALLWASH LED Nort-I{ Hew Constructlon Downlight " IT loddicri '' 4 r', xb 1:ON635051.06Ai; LSSWOLTt110 11]Na _<. " ,a — at!e& Ealal E2tTrPait#ra 111 € ltltcimCColerirtisl (air , p T s € t ttLes,°: !. 8 s m .. into =:,}n Ali _, r = I s•s " r A T fr• rlJi r1Ft,cI t77 � t0A 05 54ttlta yen. . 2r 1 Its t tx+ ISS .,tr , .LMia E -x03.. A1HS.vu1t _ p e, ;-7 f t,i a n 3° NTk u n 3t ; i;lur,es> G .4aRv .) hfe } i CI 31N)OK 14 144) me g. t 4VR' A S 11. A#atledl«}use Bt i..5 l 3.01,.1K - 1S S.oiu ier5 4p 4k uinens NNi I�:a :w 231 .t,'d 1 tf i w I Iti 1 S ,tui , at }. p i F t :a ,., 4 n .s s - b, 1 4 o. 4. it)k ,tT r JT, ,- _..R rt! , - . Hin, i4Tr . , r sr" :vht}dnie fdJviHtaE}i'- rfrEPjll dl1[tmtrMJ pr,tlrf4iit1ali0 LDit+`idt iFDd Elyd'r5-. Ei;,r£itLt i}iiUt@SUi3 TRV? eihdre paintediiaiign I aMa1 rgBriCji4"UI TA$L5 41AUpainttedtari. ft4r9 NiFghani4ienlnp€;art ELm Nar,egpaektte2tatel Q lJ'ibgo!'ieafum EL ir<xlieryp5[k `aYE 4'liedsocation tiPllioEd` nE; tI",ti[=rt¢Itn,. acktaitirols9<lifd �`<..__.. S t t fi[tt1C readylutr7lnaireCas119cctits°nahieds{mp3tand,nO>I.tgn,#attud'yhtst3;lr•.1 FER7 5e%en-vnrerx?ptXAsonlY(RotoNrb,ii11 BL`i0 erie,i'l-vilchaddirnroirtq.up%"'s C 6 smIdI Urval5.Tp HIM I UpttonaarastailACliumhi Melt,JrwJ".,Reret'toRRLforcompletefiormendrilltile, e PNPJIT503 Pa't.nifftdlmShtsu li Dimmable2Adcon11ullahlealabodi(nocootrtd:) 9 + i Y, 1 I allab'evnii, inRft1,A,FiRLE,BREAF,antfJi Ill 1tVS. --"' --�-- . Nates C '707' t`., u.rtAet' 1 Ove he +il. "x ..� s 9Q"t ui c'ka„ €, ti„c,rolisia,a t t,,n . AscesserJas' Gs r+ t ,Goa+ Ehdt C 113. P< p s� a 1 -2. hfA4,.t rt.exi„I.,.i51os tt' ” °- yr '. t, , i -.< y v 1 I i, 'd, ,[ re 1 i'' e' l.4P3 rt_ C 17 aril .+, Crti 113 !t€r tl3 ,. iX f h, - T ,,.,g,1,.. -d P O 1.... g fk p y 3- 111:: ayaAlnU.: tvi[hrrF:rge6epaFiteni. _io, M .Al;alY. GfG,' r xtsr;siedfrlmrinT vtiso- -a' mpte.Av11t 3?ti tiric4 ,rtktr Pa to ;unl7. titz: 1 is ,3asry::tyr,it: ;Uo'asi>7r11,1C Se!rom v r iLai,lfi1#`A i✓�,tili,i LIGHT FIXTURE 'R4' a CSX L LED Wall Cumin ire ti Y I1VALLPACI SNP l Introduction Tbc,t R",xrtr a! r ``;{'=rirs3rrrniv;Fir,-,sF.Efe-t tratdilic,nad `:+t1t12 tor-. f.iL1'.>tltt.s.'r+tt1`t 7rilt:t,.�st..-at.fc , l{,s::t v r's,ii, k- IQ<ak that c ovillpfca tr. r:is it rally app; li<_:atit ns- .Ilr r.`.`,,Tar,711-E.Lr :.ilil}rti3t�.stlic.l.tlf atil9t,l_:f*T : t,-' g. :: t' , r , -t4`C r c r r r• ' t 11r C > 11ibi ll3 3 3Fd111i' ,7 i ,l . 1 . R l � t t .,t f, } I" i i er e .0.41 ! t 1171.1 113 i .r 3rl�iik ,.. i � i IliurtiiPiati=,rn tldat lasts, it 1-;i<,lc,al f ,-; p'lkacart5, iivi,. rltX.A! of s-rM' t.af halide in wall-tTa . urbtod ap.f: hr-atir:>ii "TAIII tpp°etc vl c,rli�j,yavin gs CA 8i,7i EQUAL TO WIDTH OF SIDEWALK' TYP, Ilk �- CONTRACTION JOINT CURBING 8 PLAN EXPANSION JOINT 2" SMOOTH TROWELED EDGE; OPTIONAL SCORED BROOM FINISH; TYP. PERPENDICULAR TO DIRECTION OF TRAVEL 1 %4" DEEP CONTRACTION/SCORE %2" EXPANSION JOINT W/ %2" RECESSED JOINT, SPACED EVERY 5' O.C.; TYP. BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED v.._ v e;,..:. .*, .<.. WWF 6" X 6" W1.4 X W1.4 W/ 2" Q= MIN. COVER f�'*`"w.�,\°,'•.r'�j°'a��'�'��A','��`.,��o/�':;�`;�'*.''/r'�.`a�°;, �`,^'"^•.1�%°��i,,•�'`",J,,��,�, �,,,•''+�''•,rr,€'1,��'�'�'�s `°p.;;r'� r\'�, /,o�' .. %✓�j�� j,�,',,fr�rj.®, ��,�% COMPACTED VDOT #21A STONE b w< ��.�'�'�ZI/ ,///`/r�6� "ell��' �''i: BASE -,'y,•''t� k .r�"`^,°a: "3 .�';\'�.; 4''r w'", �'*,'°re'^v e;� r°',1.:`*f'.°°a .�"°•, i>":. f,"� .+,� i"�. /... d;'¢ .%a 95% COMPACTED SUBGRADE SECTION CONCRETE SIDEWALK- BROOM FINISH WITH A TOOLED EDGES 21) PLAN, SECTION P-019 N.T.S. NOTES: BUILDER RESERVES THE RIGHT TO ADD BRICK. ALL TREADS SHALL HAVE A POSITIVE WASH VARIES- SEE PLAN - FOR ACTUAL RISER HT. AND # OF STAIRS #3 REBAR IN NOSE; 2" CLEAR, TYP. TS SEE 21 12" TYP. w ° "' %6" EXPANSION JOINT WITH %" RECESSED A ° p r`. BACKER ROD AT TOP AND BOTTOM OF STAIR SET; CONT., TYP. 4" SCHEDULE 40 PVC TO BE EMBEDDED AT TOP AND BOTTOM OF EACH STAIR FOR FUTURE CONDUIT USE 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED 611X6"W19/io WWF OR #4 R`":BAR@12"O.C. (VERT) AND #3 @ 67'-O.C. (HDRIZ) 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 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 TUI BOTTOM RA TYPICAL CONNECT T( GUARD-RAIL AS REQ'D. R H-013 N.T.S. F-034 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 T CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1Y2". 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED 1N 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 STOP LINES. LIGHT POLE FIRE HYDRANT DROP INLETS ETC. BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLES O S S, S, 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 7". PERMISSIBLE A N n CONSTRUCTIONL # 5 DOWELS, 8" LONG JOINT 4.0 @ 12" C -C �f 4 co Mi TANGENT PLAN;1 M I8' :1 r 10: r A 4' SQUARE LANDING ALTERATIONS B �L 11 MAX B AREA OUTSIDE OF 2' TRAVELWAY SHALL BE PROVIDED WITHIN I TRUNCATED DOMES THE MARKED �¢ AY CROSSWALK AREA. y 0 V) 1j, BACK OF CURB 12:1 MAX. 48:1 MAX. �U af n CROSSWALK 20:1 CROSSWALK OSSWALK CROSSWALK TYPICALPLACEMENT DIAGONAL VARIATION AT INTERSECTION 1 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. 2X" C -C TRUNCATED DOME <? 0 4 O 1) C7 r} G 0 r7 ;a j C] J 3 O U -.� 0 J U -,7 i �" - 2a CC t"� CJ 'a Si LJ p C� D 0 i Q 0 =.J C7 ;J O 0 0 0 0 O C, 0 0 G O G C? '.7 0 0 0 C O C t7 0 0 U O 0 C U 0 t? 'J Ci 0, 0 0 0 0 t7 0 0 U 0 U 0 0 C) 0 O 0 0 0 G 17 C, C; 0 c> 0 0 0 0 --j I--%" DIA. --i i--%" 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 B TYPE A (PERPENDICULAR) APPLICATION 21 DETAIL P-027 N.T.S. NOTES: #3 REBAR IN NOSE; 2" BUILDER RESERVES THE RIGHT TO ADD BRICK. CLEAR, TYP. ALL TREADS SHALL HAVE A POSITIVE WASH VARIES- SEE PLAN \ILI'/ HANDRAIL REQUIRED FOR ACTUAL RISER FOR ALL ADA ACCESS HT. AND # OF STAIRS 12„ ROUTES. SEE HANDRAIL Y2" RAD. TYP. DETAIL. I FOR NOSE; 21 TYP. BS _._... r SEE 21 A_ 3000 PSI CONCRETE .p -1�_. e"• „ : ' �'`` AT 28 DAYS, p . ,_.:`; : AIR -ENTRAINED .` . 4 6" X 6" W 10/o WWF OR #4 REBAR @ 12" O.C. m ° : •. p: ' , � Y (VERT) AND #3 @ 6" O.C. (HORIZ) W/ 2" MIN. Co COVER 1." COMPACTED VDOT #21A STONE BASE, 8" MIN. REINF. WALL ' FOOTING; TYP. A. 95% COMPACTED SUBGRADE 3/6" EXPANSION JOINT WITH 3/6" RECESSED BACKER ROD AT TOP AND BOTTOM OF STAIR SET; CONT., TYP. F BRICK WING WALL STAIRS �, 21 SECTION H-005 �✓ N.T.S. STEPS (SEE PLANS FOR ACTUAL LAYOUT) CHEEKWALL (IF APPLICABLE) HANDRAIL POST TO BE LOCATED 1.5" OFF CHEEKWALL AND MAINTAIN A T 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, RICHMIOND, VA; 1.804.798.8777. ALL HANDRAILS PARTS TO BE BENJAMIN MOORE ALPHATIC ACRYLIC URETHANE SEMI -GLOSS BLACK. CONTINUOUS WVELD ALL JOINTS. CONTRACTOR TO PROVIDE ENGIINEER WITH SHOP DRAWINGS PRIOR TO ORDERING AN[D INSTALLATION. WHERE DIFFERENCE IN GRADE EXCEEDS 30 INCHES, PICKETS 4" O.C. SHALL BE USED IN ACCORDANCE TO ADA STANDARDS. HANDRAIL TO EX -TEND 12" - BEYOND TOP RISER STEP. SEE PLANS FOR (RISER AND TREADINTERVALS. 1 3/a" STEEL HANDRAIL co M c? CHEEK WALL / (SEE PLANS FOR / LAMB'S APPLICABILITY) / TONGUE RETURN; / TREAD TYP. / / ' 1' MIN. W r rr r 1 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 21 % SECTION, PLAN 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 FLAIRED 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 1Y2". 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 ORAS 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 AT 12" C -C `1PERMISSIBLE CONSTRUCTION 5'IN. JOqT SECTION B -B MX �- 12:1 MAs4 MIN B 2 n B y E- r 2.1 M 12:1 IM �.• ATRUNCATED DOMES 5'-0" MIN. SHAPE TO MATCH FACE OF ROADWAY CURB - BACK OF CURB 1 40 : "I Nltu 20: 1 a8 : 1 MAX I p' MIN. 1 SECTION A -A 2 8" C -G TRUNCATED DOME �7�CS 00 0 0 0 O C J .> 0� ? Q t7 O C 0 C3 l (> 0 0 0 0 C? 0 Q 0 a 2Y8"CC C ., 0 Q 1) 0 t7 t1 0000;:700 0 cV fJ CJ O C7 O Q O 0 O 0, ') 0 0 0 :J 0 0 '7 0 J 0 O G 0 0 y C7 0 0 Q 0 0 G O 0 C; -j 1---%" DIA, --i I---%" DIA. c, 0 0 0 13 00000Q,000 TRUNCATED DOME VARIABLE DETAIL 4' MINIMUM. PAY LIMITS CG -12 DIETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIIA DEPARTMENT OF TRANSPORTATION CG -12 DETECTABLE WARNING SURFACE C TYPE B (PARALLEL) APPLICATION 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 1Y2". 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 7". 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" 4 -*71 BACK OF CURB11 2 : 1 1 48: 1 MAX. I 20:1 48:1 MAX 5' MINk-- PERMISSIBLE CONST. I JOINT Iw'• T MIN l L SECTION A -A A t_l TRUNCATED DOMES TANGENT PLAN491 _ 5' MIN. MAX. i j = 2' Ni11N AT * , 2" HIGHER THAN 4 EDGE OF PAVEMENT AT * * , SAME AS TOP OF CURB 0 U = THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE n (( UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS I� I' 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. 2%" C -C TRUNCATED DOME U C?. Q Y? 0 U 0 Ci 0 O O V 0 U i:7 0 O 0 0 O G 0 t. "+ 0 0 0 0 Q i 1 0 Ci U 0 0 t' C-C u r> o< c; o r o o r, 0 0 0 Cl 0 1"7 0 10 0 0 0 0 O p 0 0 0 O N 0 0 C;C7 ..> r} ;.r 0 0 0 0 0 0 0 0 0 O Q O t; 0 00 :' t: 0 0 0 L; 0 0 0 0 (. 0 O 0 0 U 0 0 0 0 0 ti 0 .) 0 0 ,D C; 0 0o 0 0 U o + L�-'i I"-" DIA. DIA. TRUNCATED DOME I 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 D TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 21_) DETAIL NX21% DETAIL N,QS �5 VARIES EQUAL 1 11/911 i �� i i��1 i III I II I �I Illi � II III u, Iii cv (; \TYPICAL RAILING 21 J SECTION, DETAIL FENCE POST* SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST SRW UNIT. CAP UNIT 1 X SRW UNIT SECTION EQUAL 1 1/2" STEEL SQUARE TUBE r TOP RAIL (PAINTED) r 1 1/2" SQUARE TUBE STEEL NEWEL POST @ CENTER OF SPAN r OR 36" O.C. MIN. (PAINTED) 3/4" STEEL TUBE PICKETS, TYP. io SPACED 4" O.C. MAXIMUM (PAINTED) t > e� SLEEVE -ITT"' 12248 12"OX24" DEEP FILL SLEEVE VVITH CONCRETE, SET FENCE PDST, CUT THE GEOGRID AROUND THE SLEEVE-ITTM SYSTEM AS NECESSARY ' .Ty COMPACT TO 95% MDD PER ASTM D698. REINFORCED I BACKFILL ZONE GEOGRID 1 1/2" STEEL SQUARE TUBE `a BOTTOM RAIL, TYP. (PAINTED) T' 3" MAX. CLEAR TO FINISH FLOOR FRONT SLEEVE ISOMETRIC ASSEMBLY & INSTALLATION 1 1/2" STEEL SQUARE TUBE TOP RAIL 1 1/2" ROUND METAL HANDRAIL 1 1n HOLD 3/4" STEEL TUBE PICKETS, TYPICAL k � f FOR MORE CONTACT: NTACT: STRATA SYSTEMS 1-800-680 OR strata@geogrid.com WHEN YOUR WALL NEEDS A FENCE PATENTS PENDING LEG . •v� ,� HALF >TRUTS CANTILEVER BASE 1. General - The Sleeve-ItTM post foundation system shall be purchased and installed by tthe retaining wall contractor to facilitate future fence post Step 8: When installing geogrid around the Sleeve ItT^^ system, slit the geogrid perpendicular to the walll face just enough to fold around the sleeve ensuring 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 5 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: -'-MIN ILE- U)a O ll af 1 (P P. A T SQUARE LANDING AREA 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 y OUTSIDE OF TRAVELWAY - x SHALL BE PROVIDED FOR SHALL Step 3: Place the Plastisol coated cantilever base on the prepared area with the vertical ulpright about 6" from the tail of the block. When installing fencing, posts must be concreted into the Sleeve-ItTM cavity. CFPERPENDICULAR CROSSWALK R n Step 4: Slide the sleeve over the vertical leg (the uncoated portion) with the slotted side off the sleeve facing away from the wall face. WITHIN THE MARKED CROSSWALK concrete cures, topsoil or other surficial cover may be placed over the Sleeve-ItTM system to create finall, finished appearance. CROSSWALK AREA. TYPICAL PLACEMENT vertical leg inside the sleeve. Connect the coated ends of the struts to the coated base poirtion of the steel cantilever on the second transverse bar from the fencing applications without consideration of wind load: AT INTERSECTION - 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 WITHIN CROSSWAILK assembly. Make sure the wall batter for any remaining courses of block is accounted for wrhen positioning the Sleeve-It?m in its final location. - 6 -foot hight and under ballustraded PVC, steel, aluminum or wrought iron fences. -j 1---%" DIA, --i I---%" DIA. c, 0 0 0 13 00000Q,000 TRUNCATED DOME VARIABLE DETAIL 4' MINIMUM. PAY LIMITS CG -12 DIETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIIA DEPARTMENT OF TRANSPORTATION CG -12 DETECTABLE WARNING SURFACE C TYPE B (PARALLEL) APPLICATION 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 1Y2". 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 7". 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" 4 -*71 BACK OF CURB11 2 : 1 1 48: 1 MAX. I 20:1 48:1 MAX 5' MINk-- PERMISSIBLE CONST. I JOINT Iw'• T MIN l L SECTION A -A A t_l TRUNCATED DOMES TANGENT PLAN491 _ 5' MIN. MAX. i j = 2' Ni11N AT * , 2" HIGHER THAN 4 EDGE OF PAVEMENT AT * * , SAME AS TOP OF CURB 0 U = THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE n (( UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS I� I' 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. 2%" C -C TRUNCATED DOME U C?. Q Y? 0 U 0 Ci 0 O O V 0 U i:7 0 O 0 0 O G 0 t. "+ 0 0 0 0 Q i 1 0 Ci U 0 0 t' C-C u r> o< c; o r o o r, 0 0 0 Cl 0 1"7 0 10 0 0 0 0 O p 0 0 0 O N 0 0 C;C7 ..> r} ;.r 0 0 0 0 0 0 0 0 0 O Q O t; 0 00 :' t: 0 0 0 L; 0 0 0 0 (. 0 O 0 0 U 0 0 0 0 0 ti 0 .) 0 0 ,D C; 0 0o 0 0 U o + L�-'i I"-" DIA. DIA. TRUNCATED DOME I 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 D TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 21_) DETAIL NX21% DETAIL N,QS �5 VARIES EQUAL 1 11/911 i �� i i��1 i III I II I �I Illi � II III u, Iii cv (; \TYPICAL RAILING 21 J SECTION, DETAIL FENCE POST* SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST SRW UNIT. CAP UNIT 1 X SRW UNIT SECTION EQUAL 1 1/2" STEEL SQUARE TUBE r TOP RAIL (PAINTED) r 1 1/2" SQUARE TUBE STEEL NEWEL POST @ CENTER OF SPAN r OR 36" O.C. MIN. (PAINTED) 3/4" STEEL TUBE PICKETS, TYP. io SPACED 4" O.C. MAXIMUM (PAINTED) t > e� SLEEVE -ITT"' 12248 12"OX24" DEEP FILL SLEEVE VVITH CONCRETE, SET FENCE PDST, CUT THE GEOGRID AROUND THE SLEEVE-ITTM SYSTEM AS NECESSARY ' .Ty COMPACT TO 95% MDD PER ASTM D698. REINFORCED I BACKFILL ZONE GEOGRID 1 1/2" STEEL SQUARE TUBE `a BOTTOM RAIL, TYP. (PAINTED) T' 3" MAX. CLEAR TO FINISH FLOOR FRONT SLEEVE ISOMETRIC ASSEMBLY & INSTALLATION 1 1/2" STEEL SQUARE TUBE TOP RAIL 1 1/2" ROUND METAL HANDRAIL 1 1n HOLD 3/4" STEEL TUBE PICKETS, TYPICAL k � f FOR MORE CONTACT: NTACT: STRATA SYSTEMS 1-800-680 OR strata@geogrid.com WHEN YOUR WALL NEEDS A FENCE PATENTS PENDING LEG . •v� ,� HALF >TRUTS CANTILEVER BASE 1. General - The Sleeve-ItTM post foundation system shall be purchased and installed by tthe retaining wall contractor to facilitate future fence post Step 8: When installing geogrid around the Sleeve ItT^^ system, slit the geogrid perpendicular to the walll face just enough to fold around the sleeve ensuring 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 informattion 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: s -u �C U- Ste 1: Prepare a level area approximately 24" wide x 36" dee behind the wall face. The prepared area should be 24" below the proposed to of wall not Step p pp y p p p p p p ( Important Note: Backfill soil as prescribed by retaining wall manufacturer. Backfill material above and surrounding the Sleeve-IYTM 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-6981 (Standard Proctor). Backfill and compaction within 6-13-1716 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 fiinger 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 ulpright 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 the Step 4: Slide the sleeve over the vertical leg (the uncoated portion) with the slotted side off the sleeve facing away from the wall face. "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-ItTM system to create finall, finished appearance. Step 5: Slip the uncoated end of each strut through the slots located in the back of the sleseve and connect them to the topmost transverse bar on theThe Sleeve-ItTM product shall be evenly spaced no farther apart than 8 feet on centers in any case. Use: of the Sleeve -it"' system is limited to the following vertical leg inside the sleeve. Connect the coated ends of the struts to the coated base poirtion 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 wrhen positioning the Sleeve-It?m in its final location. - 6 -foot hight and under ballustraded PVC, steel, aluminum or wrought iron fences. s/ONAL For other fencing systems specifically not meeting these criteria, contact Strata Systems Inc., to determilne 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 propler spacing requirements as directed by the fence specifications. ?,a ALL material may be subject to site testing for compliance to the above specifications. SLEEVE-ITTm FENCE POST INSTALLATION (12248) ma Q.F F-033 N.T.S. �21� ;STs SECTION, ISOMETRIC N75 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele) 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 tele] 434.531.5544 el alan@alanfranklinpe.com KEY: a :t r: t r t r _- ' Site 7 14 I � �erkrper ;�t 10L g C m� tic as ob o° a oz VTHOF V I 1 ��.tldw�ards s -u �C U- teven Ea t- Cert. No. 0931 U -4 U"C �s 6-13-1716 UU �4 �R APS AgG s: E_ > (D A 2c S ER o$ OF J o�ALTH N•c' .r Alan G: ranklinIt s � 1. c. No. 35326 %6 W cLis 6-13-17 QC s/ONAL :3 a �R ?,a Et .-.s In= ma Q.F vu s a�R SCALE: As Shown oQ ISSUED: 23 Feburary 2017 REVISIONS: �C -- 02-08-17, APPROVED BY BOIS Un_ oz 1. 04-20-17, COUNTY COMMENTS 2. 05-19-17, COUNTY COMMENTS ob *' 3. 06-13-17, ACSA COMMENTS a �z �u Waa ttoa �g Iv1E .-s C vi v n� SHEET: �Q Q 0 Nt �s 2 3 ami E a qu ou 4-a �Q ivy @a Ec vu .c s con oa QQ Z Site Details ty s va s _a ¢u 22,/ DETAIL M'. N 1prkm k drTj ME I =1 21 22) DETAIL E METAL BENCH 22) DETAIL MANUFACTURER: VICTOR STANLEY, INC. CLAIRE COOLIDGE (800) 368-2573 SUPPLIER: MID -ATLANTIC PRODUCTS, INC. REG MURPHY: (800) 544-7529 SERIES: IRONSITES MODEL: S-35 (ROUND 24 GAL WITH TRASH OPENING IN LID COVER- ASH TRAY OPTION (S -35-S1) COLOR. BLACK MOUNTING: SURFACE- CONCRETE PAD TO BE POURED BY OTHERS (2000 PSI MAX.) ANCHOR BOLTS PROVIDED AND INSTALLED BY CONTRACTOR 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 PROVIED AND INSTALLED PER MANUFACTURER'S GUIDELINES BY CONTRACTOR MANUFACTURER: VICTOR STANLEY, INC. CLAIRE COOLIDGE (800) 368-2573 SUPPLIER: MID -ATLANTIC PRODUCTS, INC. REG MURPHY: (800) 544-7529 SERIES: STEELSITES MODEL: RB -28 COLOR: BLACK LENGTH: 6' NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURERS RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX) 22 f DETAIL 811 NOMINAL 22 i SECTION 0 XN S-053 N.T.S. S-056 N.T.S. S-054 N.T.S. MANUFACTURER: SALSBURY INDUSTRIES (800) 624-5269 MODEL: 2402 MOUNTED ON A PEDESTAL (#3465) (OR EQUAL) COLOR: STANDARD NOTE: CIONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) BRIGK HEADER COURSE; TYP. CONCAVE JOINT MAX. WHEN PATIO BORDER MEETS BLDG OR WALL, PLACE EXPANSION JOINT FINISH GRADE 1.5" BELOW TOP 1.5" + MORTAR SETTING BED 4CONCRETE SLAB; 3,000 PSI MIN. WIITH (2) #3 REBAR, CONT., 2" CLEAR 801% COMPACTED SUBGRADE LIN 9, 10110 .M *3 CA S-060 N.T.S. P-009 N.T.S. MANUFACTURER: SALSBURY INDUSTRIES (800) 624-5269 MODEL: 3316 MOUNTED ON A PEDESTAL (#3385) (OR EQUAL) COLOR: STANDARD # OF BOX UNITS: AS STATED ON PLANS C CLUSTER MAILBOX 22) DETAIL NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) 6" DIA., SCH 40, STL PIPE, FILL WP CONCRETE. SET IN 18" SQ. CONC. FOOTING, SLOPE TOP TO DRAIN (OR EQUAL). IF EQUAL, CONTRACTOR TO INSTALL PER MANUF.'S INSTALLATION INSTRUCTIONS. PRIOR TO INSTALLATION PAINT WITH TWO COATS RUST PROOF PRIMER. THEN WITH TWO COATS BRIGHT YELLOW ENAMEL. SLOPE :z III— I11 II FINISHED GRADE E -E-] OR SURFACING - SEE DETAIL V-0" #5 BAR WELDED TO STEEL PIPE 18" F� METAL BOLLARD 22) DETAIL BRICK ROWLC CAP BRICK SOLDIE COURS OUTSIC ENCLO! OUTSIDE 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 CMU BLOCK PAINTED REBAR REINF. AS REQUIRED- REFER 70 STRUCTURAL DWGS. CONTINUOUS EXTERIOR GRADE SEALANT 1" COMPRESSIBLE FILLER #4 BARS @ 9" O.C. HORIZONTAL #4 BARS @ 6" O.C. VERTICAL I =1 AT"', q W=111 Is] K011111 N :911 Z I CM-9-14W.1111up S-059 N.T.S. S-015 N.T.S. 22 SECTION H-021 N.T.S. "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 D DUMPSTER ENCLOSURE. 22 ) PERSPECTIVE CMU WALI W1 BRICK "HINGE ANCHOR POST" MIN. 6" STEEL POST, SET 2 FEET DEEP IN CONCRETE FOR HINGE ATTACHMENT 4'-0" HIGH - 6" DIA. STEEL PIPE -CONCRETE FILLED 2'BELO)W GRADE W 16" DIA. CONC. FOOTING SET 2' FROM SCREEN WALL VARIES PAINTED STEEL COLUMNS CMU WALL TYPICAL W/ METAL A CLOSER PLATE TRASH ENCLOSURE GATES--- VERITCAL CEDAR SIDING PLAN ATTACHED TO METAL FRAME 22 "HINGE GOMPAG I OR ENUUbURE UA I Eb- POST, SET 2 FEET DEEP IN CONCRETE FOR HINGE ATTACHMENT VERTICAL CEDAR SIDING ON MIETAL FRAME ELEVATION J� DUMPSTER BRICK ENCLOSURE AND GATES VARIES VERTICAL SIDING -W APPLIED STAINED CEI 3'-0" GATE U) N � N N N22 LOCATION MAY VARY - GC IS RESPONSIBLE FOR COORDINATING 22) DETAIL SECTION, ELEVATION, PLAN TOP RAIL 1-5/8" PIPE TYP. TOP RAIL (SS20) GALV, CONNECTION AS 9 GA. TIE WIRE -24" o.c. RAIL END SHOWN -20 H OF V/ NOTE: ------- --------- -- ------ ----------------------------- ... . . . . . . . . . . . ..... . . .......... r_1 Cert. No. 0931 I 6-13-17UU E1 2"x2"x9 GA. FABRIC I SEMI Ny-C U51C -KNUCKLED TOP & ................. 19 GA, TIE .......... (NO ALUM.) I? YH OF V WIRE - 41 Alan G. Franklin MENEM hc. No. 35326 P4 14" OC; TYP 6-13-17 r .4 I, TYP. LINE POST 2" 4'ONA L ........... ........... ..... ........ .. . . ETa FC Ec 3/8" TRUSS ROD @ i j ALL CORNERS, OD GALV. .............. . .................... I nu ros SCALE: As Shown 'INTERSECTIONS PIPE; 8'OC7 'C a) REVISIONS: oc A, GA. BOTTOM TENSION WIIJ -- 02-08-17, APPROVED BY BOS 1=1 I 11EI I 1�_ In IF 2� U NOTE: ALL WIRE FABRIC AND FENCE 0 ............ HARDWARE SHALL BE GALVANIZED. -Ed :-11' N 1I ................... BLACK POLY -COATED CHAIN SHALL BE INSTALLED ON THE OUTSIDE UNLESS V�u _11 OTHERWISE NOTED. POST SHALL BE SHEET: >"' =C § _0E 0 Q> PU =a- -70 �; a G LU STER B CJX LIN IT S FRO HT LOAN W� U1. P5. A PP F0,190 CLU. TEP BM UN IT OPT IOfIS m, pg� M M F?R4Yo- pair 4s'' 11'•r. ""'x TyIi. i., ceu 1, ZI ttW �al_kkr H i744W I D.- 9Sits. sj,wro p 11112- K1x I 7.Yxi S -P LeSP MIAT IF IO.T P4 $M E hS X112 12 Dxa Ty p II-C8LI 21, 1 r2l W 1 -A' H x 17 -ASD 95 tc MC91W j1Z _� A 16r_km.Typ1I1-CRU 2t it x U4r H x V_W 0 1 Yj k�. 1 �JX CID ,*Z :Tyj:oIv-_Qw 2`,I 2' W., ULZW H x -174W D 1L Lc.:91;M5M.; 17' H W IFf D ata, P:5�Lxj td 1� K-YA *&112 W H t� IT W 117 r, ZoL�. V.F C -D XV7, Y0Dt6;,i*6-1 Ir,14 d— ---hiffin 07m Lrd;-3tar3sd fa alco viih l.71.1w1's 3.739Mvy blu.ts - fcr (zq Phone _140 04NIA I L enX I -P mw ailh oxe_S_C_Om�,� Abj- ... ... .. .. . . . . . .. ............... . . . MANUFACTURER: SALSBURY INDUSTRIES (800) 624-5269 MODEL: 3316 MOUNTED ON A PEDESTAL (#3385) (OR EQUAL) COLOR: STANDARD # OF BOX UNITS: AS STATED ON PLANS C CLUSTER MAILBOX 22) DETAIL NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) 6" DIA., SCH 40, STL PIPE, FILL WP CONCRETE. SET IN 18" SQ. CONC. FOOTING, SLOPE TOP TO DRAIN (OR EQUAL). IF EQUAL, CONTRACTOR TO INSTALL PER MANUF.'S INSTALLATION INSTRUCTIONS. PRIOR TO INSTALLATION PAINT WITH TWO COATS RUST PROOF PRIMER. THEN WITH TWO COATS BRIGHT YELLOW ENAMEL. SLOPE :z III— I11 II FINISHED GRADE E -E-] OR SURFACING - SEE DETAIL V-0" #5 BAR WELDED TO STEEL PIPE 18" F� METAL BOLLARD 22) DETAIL BRICK ROWLC CAP BRICK SOLDIE COURS OUTSIC ENCLO! OUTSIDE 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 CMU BLOCK PAINTED REBAR REINF. AS REQUIRED- REFER 70 STRUCTURAL DWGS. CONTINUOUS EXTERIOR GRADE SEALANT 1" COMPRESSIBLE FILLER #4 BARS @ 9" O.C. HORIZONTAL #4 BARS @ 6" O.C. VERTICAL I =1 AT"', q W=111 Is] K011111 N :911 Z I CM-9-14W.1111up S-059 N.T.S. S-015 N.T.S. 22 SECTION H-021 N.T.S. "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 D DUMPSTER ENCLOSURE. 22 ) PERSPECTIVE CMU WALI W1 BRICK "HINGE ANCHOR POST" MIN. 6" STEEL POST, SET 2 FEET DEEP IN CONCRETE FOR HINGE ATTACHMENT 4'-0" HIGH - 6" DIA. STEEL PIPE -CONCRETE FILLED 2'BELO)W GRADE W 16" DIA. CONC. FOOTING SET 2' FROM SCREEN WALL VARIES PAINTED STEEL COLUMNS CMU WALL TYPICAL W/ METAL A CLOSER PLATE TRASH ENCLOSURE GATES--- VERITCAL CEDAR SIDING PLAN ATTACHED TO METAL FRAME 22 "HINGE GOMPAG I OR ENUUbURE UA I Eb- POST, SET 2 FEET DEEP IN CONCRETE FOR HINGE ATTACHMENT VERTICAL CEDAR SIDING ON MIETAL FRAME ELEVATION J� DUMPSTER BRICK ENCLOSURE AND GATES VARIES VERTICAL SIDING -W APPLIED STAINED CEI 3'-0" GATE U) N � N N N22 LOCATION MAY VARY - GC IS RESPONSIBLE FOR COORDINATING 22) DETAIL SECTION, ELEVATION, PLAN TOP RAIL 1-5/8" PIPE TYP. TOP RAIL (SS20) GALV, CONNECTION AS 9 GA. TIE WIRE -24" o.c. RAIL END SHOWN -20 H OF V/ NOTE: o 61 QC - z ALL FITTINGS TO BEj r_1 Cert. No. 0931 I 6-13-17UU E1 2"x2"x9 GA. FABRIC I SEMI Ny-C U51C -KNUCKLED TOP & -STEEL 19 GA, TIE B&T, 0 M (NO ALUM.) I? YH OF V WIRE - 41 Alan G. Franklin 0:5 hc. No. 35326 P4 14" OC; TYP 6-13-17 r .4 I, TYP. LINE POST 2" 4'ONA L ETa FC Ec 3/8" TRUSS ROD @ i j ALL CORNERS, OD GALV. nu ros SCALE: As Shown 'INTERSECTIONS PIPE; 8'OC7 'C a) REVISIONS: oc A, GA. BOTTOM TENSION WIIJ -- 02-08-17, APPROVED BY BOS 1=1 I 11EI I 1�_ In IF 2� U NOTE: ALL WIRE FABRIC AND FENCE 0 Wu HARDWARE SHALL BE GALVANIZED. -Ed :-11' N 1I RU)c BLACK POLY -COATED CHAIN SHALL BE INSTALLED ON THE OUTSIDE UNLESS V�u _11 OTHERWISE NOTED. POST SHALL BE SHEET: —POST CAP -MAY BE ALUM POST BAND — DRAW BAR 1/4"x 3/4" TERMINAL POST 2 112" (SS20) OD GALV. PIPE (SAME NOTE AS TRUSS ROD) INSTALLED BEHIND WALLS USING =II'" 3500 psi SLEEVE -IT SYSTEM. SEE DETAIL: TYPICAL LINE CONCRETE; TYP 21 POST FOOTING TYPICAL CORNER �K 41 CHAIN LINK FENCE POST FOOTING x.22 SECTION BRICK VENEER TO MATCH BLDG. COLOR & SIZE "HINGE ANCHOR POST" MIN. 6" STEEL POST, SET 2 FEET DEEP IN CONCRETE FOR HINGE ATTACHMENT H-022 N.T.S. 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. ni All -ATP" 1A11 AM— 111111IN 11� 110 Lei 0:11:811111im I =1 m F-036 \\.22,) SECTION NTS ELEVATION H-020 N.T.S. 7" REINFORCED CONCRETE SLAB; 4000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK REINFORCED WITH 6" X 6" W'0/0 WWM 611 X 611 W 1V10 WWM 4" COMPACTED VDOT #21A STONE BASE - VDOT (UD -4) UNDERDRAINS AS REQUIRED BY VDOT Put. 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL P-002 N.T.S. Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele] 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 0- EIC a) I$ na 2*21 0C Na Site Details tF on ou oz H OF V/ E3 cl� Euc o 61 QC - Steven W. Edwards r_1 Cert. No. 0931 Q) E6P 6-13-17UU E1 4pE 2 7 E, tT Ny-C U51C 21: E so n E R YH OF V �C C >211 41 Alan G. Franklin 0:5 hc. No. 35326 P4 6-13-17 1-N 0Q -ll Nal: 4'ONA L ETa FC Ec cR .RE nu ros SCALE: As Shown oQ ISSUED: 23 Feburary 2017 'C a) REVISIONS: oc C/C Fcl -- 02-08-17, APPROVED BY BOS 1. 04-20-17, COUNTY COMMENTS In 2. 05-19-17, COUNTY COMMENTS 2� U 3. 06-13-17, ACSA COMMENTSNZ 0 Wu RU)c V�u SHEET: >"' =C § _0E 0 Q> PU =a- -70 �; a 0- EIC a) I$ na 2*21 0C Na Site Details 2RAIL WOO 79'- 7 3/8" 2"X!4" WOO 2"X8" CEDAR GALV. METAL 2"X4" CEDAR RACAP POST TRIM N n 4'-0" HIGH - 6" DIA. STEEL N PIPE -CONCRETE' FILLED 2' BELOW GRADE 16" DIA. CONC. FOOTING SET 2' o 5'-6 3/4" 3'-4" O.C. FROM SCREEN WALL TYP 13'-7"m 13'-7" "HINGE ANCHOR POST':. MIN. 6" STEEL POST, SET 2 FEET DEEP IN CONCRETE SEE ENLARGEMENT BELOW FOR HINGE ATTACHMENT A PLAN TRASH ENCLOSURE GATES- 23 VERITCAL CEDAR SIDING w 'El 2._ ATTACHED TO METAL FRAME 0 "HING MIN. 6" STEEL POST, SET 2 �v- FVERTICAL CEDAR SIDING FEET DEEP IN CONCRETE ON (METAL FRAME FOR HINGE ATTACHMENT ELEVATION A DUMPSTER WOODEN ENCLOSURE AND GATES 1"X6" CEDAR PICKETS 2"X4" CEDAR TRIM 2"X8" CEDAR CAP GALV. METAL POST A A °' 23 �. 2X2 MEATL FRAME T-0" GATE W/ 1 X6r\�f , CEDAR PICKETS I LOCATION MAY VARY - GC IS RESPONSIBLE FOR COORDINATING 23) DETAIL, SECTION, ELEVATION, PLAN "HINGE ANCHOR POST" MIN. 6" STE POST, SET 2 FEEL DEEP IN CONCRE FOR HINGE ATTACHMENT 2X2 MEATL FRAMI T-0" GATE W/ 1X6 CEDAR PICKETS Lei 7ATJI 'AWON f4jM 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. ELEVATION )OD ICKET F-032 N.T.S. 50 CM (19.7") 16.7 CM (6.6") 25 CM (9.8") v SPECIFICATIONS UNIT SIZE - 50 CM X 50 CM X 2.5 CM (20" X 20" X 1 ") Ati/AILABLE IN 9 STANDARD ROLL SIZES UNIT WEIGHT - 510 GRAMS (18 OZ.) OR 2.0 KG (4.5 POUNDS) STRENGTH - 402 KG/CM2 (5720 PSI) COLOR - BLACK (STANDARD) RESIN - HDPE (WITH SOME POST -CONSUMER RECYCLED CONTENT) PLAN GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 SQUARES Page 6H-39 Outside Lane Closure Operation on a Four -Lane Roadv° ay (Figure TT+C-16.1) SHADOW VEHICLE REQUIRED (TMA REQUIREMENT SEE NOTE 8) SEE -- NOTE '7 EE - NOTE 5 SEE NOTES -- &,� SEE NOTE 2 SEE NOTE 2 Y - :t G20-2 (V) 500'+ ILLUMINATED FLASHING (AMBER CAUTION MODE) TYPE B OR C ILLUMINATED (=LASHING AMBER ARROW TYPE C SEE NOTES 3 & 6 SHOULDER TAPER SE=E NOTE 6 'x+14 -2R C MAINTENANCE OF TRAFFIC PLAN 23) FOR RIGHT TURN LANE CONSTRUCTION f W20-1 (TIM UVJ.LL INV. OUT 539.34 WESTBOLANE � ND -- �-= ---- - --- ---------- -- - _ .- --.._ _ __. -- rn Tei -D -n xi . ---------- N- POINT A 14.5' FROM EDGE OF s _ NEAR .,,..nIP :'"f,<<j;. -*rr r-s9_�''�r'-t� � -'� j-�t r ` OVERLAY�tF s5` LIMITS �s( , , �rt*^�,, .,s }' s° �' it n'�. r , C7 C7 s Y-+i:F r ,.s t-}. '#..� s �. • �11"Vff ;r K2 i ✓ PROP EOP,tT �� TYP s POSSIBLE,EN[ERGENCYACCE=SS r LIMITS TO BE LAWN WIGFOR�E I -r a VyaTl=1 GRASSPA)IE f0 AV f i .•ff, , r } f If''ONU_N ENT &' r' APPEARIN�A DE TED j �, ♦ _ W WGR;/ECR LOCA�IONTO , �' °g'ACS -�� . A / BE DETER ED BY FIRE / ,�, % 30 L L , { AG ARS .001 / per✓ fool - /CWER OF a \ . s r'r ,EASTBOU / �'� / s / LANE (44 a CIS / ✓ , 570 • 550 540 0 _._------___-_,___�----__—_--{��U-�� X33-��-Vr�R1AB�J�O- .. 1 J � SIGH EX SDMH ,`' 35 M P N so --- -_ — --- - --- -- --- - ... — RIM 554.7 —_.._-._ (__DSIGHT DISTANCE EXHIBIT - PLAN VIEW 43,) SCALE: 1" = 30' .............._....-...-....--...._._._.........,...._.._._-.__._.__...._.___..._...._.-..._._._.�_..__.__._–._. ..._._-._..._..___ .....__..._.... .v.__... ___..._._.__._.__..._._..... _.—.._......–.._._...._._._...._.-,..__._..._..___...-.._.. ....._____._r._ ._..._.._.. __..._.,,. _._._. ..—... _._ I I SDL = 440 I SDR = 465 i ? I I ! s CENTER OF NEATEST EASTBOUND LANE i CENTER F NEAREST WESTBOUND LAINE I I I (RIO ROAD 35 MPH) ! (RIO ROA = 35 MPH) I DECISION POINT B j i E ___..._ . ___ _ _ ___ -._ .... -�_ ...- _. _. _ ___..._...__ _____._ ... _ _._____ -... _ ____ __ —_ _ __ _____.___ __ ____.. _---.._ _ ..........._- _.. _.____,-_ ____ _.._... .. r (OBJECT IST = 3.5') _ I I I DECISION POINT A + — (DRIVOR'S EYE = 3.5') ' 113 I I I G I RQUIRED GRAD NG PER I S1TE PLAN TO PR VIDE I I I I I DECISION POINT C SI E LINES I I (OB)ECT HT = 35) I EXISTING GRADE I I I PROPO.ED GRADE . ......— . .. ... . ........ _ ..... . . I ._.__.. _ —..,._.._._.... ..__.._ _._.....—..._.._._ . ... ..... . . ............... . .......... ! I I . . ...... ... . .... . .. ...... ................. . .. ... . ... . ....... . ... . .. ..... .. ...., i t 1 s jj I � i I I........ . . � 3 I I 3 i.. . ... . ........ .. . . I i � I � , l I ; I _.. __ .___ __� _._---...._— ____ _ .. _............. _._ _ . __.. _ _ .. . ..... . . . . ..... ..... ....... - - -- - __ _ ___.... -5+00 -3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 SIGHT DISTANCE - PROFILE SCALE H: 1"=50' V: 1"= 10' 570 • 550 540 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele] 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 tele) 434.531.5544 el alan@alanfranklinpe.com I -- I I f i.Li • ` 0 Z \� LU Q � Z � o 0 - LU w F� U v o 0-0 Q I SEE ENLARGEMENT BELOW > t C 8.3 CM (3.3") I 2.3 CM (0.9") r HYDROGROW MIX BELOW RING SIUPPLIED FREE BY MANUFACTURER Steven W. Edwards w 'El 2._ r Cert. No. 0931 6-13-17 GV cQ SPE FLINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) AR �_ t'��J i i '•- / �(9 1J<_%Jt''t".1"�[ (t't) S1C) - �J{i. tJ!% i > '}' C7 _COMPACTED SANDY GRAVEL ROAD BASE V) 1Z 0 '2 95/° MODIFIED PROCTOR DENSITY Q„,;r ° '`o`�", fi� }rte4 1 rL )fr(i A 12 INCHES d .Q c r��'tw�+ ? 4 } �� t <n a (DEPTH OF BASE COURSE TO BE OF � oQ m �y DETERMINED BY ON-SITE ENGINEER) Alan G. Franklin Lie. No. 35326 w 1s 6-13-17 �' �� ;. OQQ= ONA L COMPACTED SUBGRADE, a vTa @S Ec V) „ CR �E a SECTION SCALE: 1"301 TOP OF GRASS ROOT MASS 6 MM ISSUED: 23 Feburary 2017 REVISIONS: _Ea (1/4") ABOVE TOP OF RING 1. 04-20-17, COUNTY COMMENTS 8Z 2. 05-19-17, COUNTY COMMENTS ab 3. 06-13-17, ACSA COMMENTS GRASSPAVE2 ATTACH WITH z — -- --- SNAP -FIT FASTENERS UCu Qy ++ a ROOT MASS TO FILL SHEET: aoQ .Q f` r t Q r•rf' I" o; GRASSPAVE2 +'S � �U o'u =a .m a m� Ec COMPACTED SANDY GRAVEL �u -04 BASE COURSE ENLARGEMENT Site Details OFR 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.invisiblestructures.com B G RAS S PAV E 2 rev. 10!05 23 DETAIL ID -000 N.T.S. Page 6H-39 Outside Lane Closure Operation on a Four -Lane Roadv° ay (Figure TT+C-16.1) SHADOW VEHICLE REQUIRED (TMA REQUIREMENT SEE NOTE 8) SEE -- NOTE '7 EE - NOTE 5 SEE NOTES -- &,� SEE NOTE 2 SEE NOTE 2 Y - :t G20-2 (V) 500'+ ILLUMINATED FLASHING (AMBER CAUTION MODE) TYPE B OR C ILLUMINATED (=LASHING AMBER ARROW TYPE C SEE NOTES 3 & 6 SHOULDER TAPER SE=E NOTE 6 'x+14 -2R C MAINTENANCE OF TRAFFIC PLAN 23) FOR RIGHT TURN LANE CONSTRUCTION f W20-1 (TIM UVJ.LL INV. OUT 539.34 WESTBOLANE � ND -- �-= ---- - --- ---------- -- - _ .- --.._ _ __. -- rn Tei -D -n xi . ---------- N- POINT A 14.5' FROM EDGE OF s _ NEAR .,,..nIP :'"f,<<j;. -*rr r-s9_�''�r'-t� � -'� j-�t r ` OVERLAY�tF s5` LIMITS �s( , , �rt*^�,, .,s }' s° �' it n'�. r , C7 C7 s Y-+i:F r ,.s t-}. '#..� s �. • �11"Vff ;r K2 i ✓ PROP EOP,tT �� TYP s POSSIBLE,EN[ERGENCYACCE=SS r LIMITS TO BE LAWN WIGFOR�E I -r a VyaTl=1 GRASSPA)IE f0 AV f i .•ff, , r } f If''ONU_N ENT &' r' APPEARIN�A DE TED j �, ♦ _ W WGR;/ECR LOCA�IONTO , �' °g'ACS -�� . A / BE DETER ED BY FIRE / ,�, % 30 L L , { AG ARS .001 / per✓ fool - /CWER OF a \ . s r'r ,EASTBOU / �'� / s / LANE (44 a CIS / ✓ , 570 • 550 540 0 _._------___-_,___�----__—_--{��U-�� X33-��-Vr�R1AB�J�O- .. 1 J � SIGH EX SDMH ,`' 35 M P N so --- -_ — --- - --- -- --- - ... — RIM 554.7 —_.._-._ (__DSIGHT DISTANCE EXHIBIT - PLAN VIEW 43,) SCALE: 1" = 30' .............._....-...-....--...._._._.........,...._.._._-.__._.__...._.___..._...._.-..._._._.�_..__.__._–._. ..._._-._..._..___ .....__..._.... .v.__... ___..._._.__._.__..._._..... _.—.._......–.._._...._._._...._.-,..__._..._..___...-.._.. ....._____._r._ ._..._.._.. __..._.,,. _._._. ..—... _._ I I SDL = 440 I SDR = 465 i ? I I ! s CENTER OF NEATEST EASTBOUND LANE i CENTER F NEAREST WESTBOUND LAINE I I I (RIO ROAD 35 MPH) ! (RIO ROA = 35 MPH) I DECISION POINT B j i E ___..._ . ___ _ _ ___ -._ .... -�_ ...- _. _. _ ___..._...__ _____._ ... _ _._____ -... _ ____ __ —_ _ __ _____.___ __ ____.. _---.._ _ ..........._- _.. _.____,-_ ____ _.._... .. r (OBJECT IST = 3.5') _ I I I DECISION POINT A + — (DRIVOR'S EYE = 3.5') ' 113 I I I G I RQUIRED GRAD NG PER I S1TE PLAN TO PR VIDE I I I I I DECISION POINT C SI E LINES I I (OB)ECT HT = 35) I EXISTING GRADE I I I PROPO.ED GRADE . ......— . .. ... . ........ _ ..... . . I ._.__.. _ —..,._.._._.... ..__.._ _._.....—..._.._._ . ... ..... . . ............... . .......... ! I I . . ...... ... . .... . .. ...... ................. . .. ... . ... . ....... . ... . .. ..... .. ...., i t 1 s jj I � i I I........ . . � 3 I I 3 i.. . ... . ........ .. . . I i � I � , l I ; I _.. __ .___ __� _._---...._— ____ _ .. _............. _._ _ . __.. _ _ .. . ..... . . . . ..... ..... ....... - - -- - __ _ ___.... -5+00 -3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 SIGHT DISTANCE - PROFILE SCALE H: 1"=50' V: 1"= 10' 570 • 550 540 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tele] 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 tele) 434.531.5544 el alan@alanfranklinpe.com I -- I I f i.Li • ` 0 Z \� LU Q � Z � o 0 - LU w F� U v o 0-0 Q 0 o° 1u LTH O -P O� ,`�ma > t C U Steven W. Edwards w 'El 2._ r Cert. No. 0931 6-13-17 GV cQ SPE oz v2 AR @C N Ec: C9 P .Q c En OF � oQ m �y Alan G. Franklin Lie. No. 35326 w 1s 6-13-17 �' �� sI OQQ= ONA L IV a vTa @S Ec V) „ CR �E a OV SCALE: 1"301 cQ ISSUED: 23 Feburary 2017 REVISIONS: _Ea -- 02-08-17, APPROVED BY BOS 1. 04-20-17, COUNTY COMMENTS 8Z 2. 05-19-17, COUNTY COMMENTS ab 3. 06-13-17, ACSA COMMENTS N� z �r UCu Qy ++ a SHEET: aoQ .Q o; +'S 2 �Q �U o'u =a .m a m� Ec �u -04 ,,�E Qa O� z Site Details OFR �s a`u