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HomeMy WebLinkAboutSDP200800101 Plan - Approved Final Site Plan and Comps. 2010-05-11LEGEND —W— WATER LINE (EX. / PROP.) WV® WMO WATER VALVE / METER FHA -6- FIRE HYDRANT YH-(' )- YARD HYDRANT BOA* BLOW -OFF ASSEMBLY _SS— SANITARY SEWER LINE (EX. PROP.) COo CLEANOUT MH-- MANHOLE —SD— STORM LINE (EX. / PROP.) DI r-'01 STORM INLET YD 19 YARD DRAIN DSo DOWNSPOUT =:::= GAS LINE (EX. / PROP.) GV(& GMO GAS VALVE / METER —OHE— OVERHEAD ELECTRIC (EX. / PROP.) UGE— UNDERGROUND ELECTRIC (EX. / PROP.) PPO POWER POLE LP�- LIGHT POLE GUYe GUY WIRE EM — ELECTRIC "METER M TRANSFORMER _OHT— OVERHEAD COMMUNICATIONS (EX. / PROP.) UGT— UNDERGROUND COMMUNICATIONS (EX. / PROP.) PEDO UTILITY PEDESTAL SWM / DWM o/a SINGLE / DOUBLE WATER METER GV M GATE VALVE BOA o BLOW OFF ASSEMBLY F [NA L SIT7`1 D7 - XICINITY MAP 1 300' CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 11WRI, I iii 0 al W�u -REVISIONS REV DATE DESCRIPTION SHEETS REVISED 0 6/23/08 BOUNDARY/ RIGHT-OF-WAY LINE I.F. IRON PIN FOUND I.S. IRON PIN SET 2 9/22/1)8 SETBACK LINE ----------- EASEMENT LIMITS — - — CENTERLINE 670— CONTOUR LINE (EX. / PROP.) <-3:1— <-2-500/6- DEGREE / DIRECTION OF SLOPE 4791.70+ SPOT ELEVATION HP HIGH POINT LP LOW POINT - - - - DITCH / SWALE =:::= WATER COURSE BM+ BENCHMARK CG -2 VDOT sm. HEADER CURB CG -6 VDOT STD. CURB & GUTTER CG -12 VDOT STD. HANDICAP RAMP HC HANDICAP PARKING SYMBOL DIP DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE OMP CORRUGATED METAL PIPE PVC POLYVINYLCHLORIDE PIPE HDPE HIGH-DENSITY POLYETHYLINE PIPE VC VITRIFIED CLAY PIPE FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED TBT TO BE TRANSPLANTED TBS TO BE SAVED F [NA L SIT7`1 D7 - XICINITY MAP 1 300' CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 11WRI, I iii 0 al W�u -REVISIONS REV DATE DESCRIPTION SHEETS REVISED 0 6/23/08 INITIAL DESIGN ALL 1 8/21/08 ACSA COMMENTS ALL 2 9/22/1)8 COUNTY/ACSA COMMENTS ALL 3 10/15/08 RWSA COMMENTS 1,2,18,19 4 1/15/09 REV, BLDG A, B, C, D, & F FOOTPRINT ALL INLET DRAINAGE AREA MAP UPDATE SWM DESIGN/CALCS FOR DRAINAGE COMPUTATIONS SHEET 11 FRONT HALF OF SITE SHEET 12 SWM PLAN: PRE-DEVEVLOPMENT DRAINAGE AREA MAP ADD WATERLINE C - REV. SS LINE A SWM PLAN: POST -DEVELOPMENT DRAINAGE AREA MAP 5 3/2/09 ARB COMMENT REVISIONS ALL 6 11/13/1 ISSUED FOR COUNTY APPROVAL SWM PLAN: DETAILS 6�410]Mwllollvjlwi SHEET NOTES AND PROJECT DATA SHEET EXISTING CONDITIONS AND DEMOLIT IONPLANS SHEET LAYOUT PLAN SHEET 5 GRADING PLAN SHEET 6 TREE CONSERVATION PLAN BHEET7 TREE CONSERVATION PLAN SHEET ROAD PROFILES AND TYPICAL SECTIONS SHEET9 INLET DRAINAGE AREA MAP SHEET 10 DRAINAGE COMPUTATIONS SHEET 11 STORM DRAIN PROFILES SHEET 12 SWM PLAN: PRE-DEVEVLOPMENT DRAINAGE AREA MAP SHEET 13 SWM PLAN: POST -DEVELOPMENT DRAINAGE AREA MAP SHEET 14 SWM PLAN. WATER QUALITY/BMP AREA MAP SHEET 15 SWM PLAN: DETAILS SHEET 16 SWM PLAN: DETAILS SHEET 17 SWM PLAN: DETAILS SHEET 18 UTILITY PLAN SHEET 19 WATERLINE PROFILES SHEET 20 WATERLINE DETAILS SHEET 21 SANTITARY SEWER PROFILES SHEET 22 S A X&NITARY SEWER DETAILS SHEET 23 LANDSCAPEPLAN SHEET 24 LANDSCAPE DETAILS SHEET 25 PHOTOMETRIC PLAN SHEET 26 LIGHTING DETAILS SHEET 27 SITE DETAILS SHEET 28 SITE DETAILS arSl ranL lic. No. 35326 9 'o 111 vo ON A L ,TH op `7 1 I4 PLANNING/ZONING ENG OFFICIAL OFFICIAL 11c. No. 02A ACSA 7 sc 2y VDOT REVIEW BOARD ii I 21 05- 631-2-cr/o E X82 PERFORMANCE STANDARDS: WATER AND SEWER: DEVELOPER: 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 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 THE WORK. AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND 45-26A 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 PROPERTY SIZE: 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 T THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD AVAILABLE O EN N USS U E REPRESENTATIONS OF DATA MADE A 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 URBAN DENSITY RESIDENTIAL (6.01-34 DU/AC) CERTAIN UNDERGROUND FEATURES. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DRINKING WATER WATERSHED: DESCRIPTION. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SEE THIS SHEET 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 PHYSICAL, TOPOGRAPHIC & BOUNDARY: ROBERT LUM, DATED 5/30/03. ADDITIONAL SURVEY WORK APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON-SITE AT ALL TIMES. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, DATUM: OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LiNES, SERVICE LATERALS AND WATER LiNES, 4, THE CONTRACTOR SHALL ENSURE THAT HiS 1 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. 8, VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXTENSION OF THE LINE. EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, _ ..e _ _... w_ _ .w_ _ . . PAVED PARKING: 102 284f 2,35 i 27010 AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS WRITTEN CONSENT OF THE ENGINEER. 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 6. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOT LATEST EDITION CHECKLIST. ACCEPTABLE. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSE ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES: ARCHITECTURAL DESIGN MANY TIMES CONTINUES AFTER SITE PLAN APPROVAL, STRUCTURAL INFORMATION SEE CODE OF DEVELOPMENT REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY ANY STRUCTURES, SURVEYOR AND t OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN, 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL VDOT UNLESS OTHERWISE NOTED. MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 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, 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 / 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. SHE IS STORING ON-SITE. THE CONTRACTOR iS NOT LIABLE FOR THE SAFETY OF THOSE WiTHIN THE BUILDINGS OR 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORiZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES WORKING ON THE BUILDINGS, NOR 1S HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING OF 3:1 OR BETTER ARE TO BE ACHIEVED, 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 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 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. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PiPE - CLASS III. COMMENCING GRADING OF THE SITE. ALSO, THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE MEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES. CONSTRUCTION INDUSTRY (29 CFR PART 1926), 10, DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS: NEIGHBORING PROPERTIES, DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROAD WITHIN OS S W N THE DEVELOPMENT WILL MADE BY THE COUNTY. TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE 83 REPAIR AND RESTORATION OF SERVICE. OF THE START OF CONSTRUCTION. 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM 2, UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOiL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE ASSISTING HIM / HER iN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 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. 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR OR SHALL 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RiGHT-OF-WAY OR WiTHIN OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON-SITE. ALL EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL A BOUNDARY LINE OR A NATURAL WATERCOURSE. BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE 13, PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY FIELD VERIFIED AT THE TIME OF CONSTRUCTION, ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN PLAN, AS DRAWN, MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES GUARDRAIL iS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WiTH VDOT INSPECTORS PRIOR TO OR AS PART OF 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C), THE REQUIRED PRE -CONSTRUCTION CONFERENCE. 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT QUALITATIVE STANDARDS: STANDARD PE -1. 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. 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). 2. ALL SPRINGS SHALL BE CAPPED AND PiPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS iS SUBJECT TO FiNAL SUBDOViSION PLAT VALIDATION. SHOULD THE FINAL STRUCTURE. PLAT FOR THIS PROJECT EXPIRE PRiOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE 3, EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION NULL AND VOID. CONTROL PLAN AND INASMUCH AS IS POSSIBLE SHALL BE INSTALLED PRiOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE 9, ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONiNG OF CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL I O.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHIALL BE INSTALLED BY THE DEVELOPER WHEN, BOND. IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE 4, ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS SAFE AND CONVENIENT ACCESS. 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. 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. 5. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY 12,VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 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 STABLIZATION SHA LL ALSO BE 13.A VIDE O CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED APPROVED BY ENGINEER. INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VD)OT OR COUNTY INSPECTOR PRESENT. 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 FX 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 (UD4, 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 OTHERWSED 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 VWATER SERVICE LATERAL TO BE TYPEK' 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 -T"HE 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-SIDEC IFIC 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 1 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 THREE PHASES. 9. CONTRACTOR SHALL IDENTIFY AND REMOVE ANY ABANDONED SEPTIC TANK AND DRAIN FIELDS, RIVANNA WATER AND SEWER AUTHORITY GENERAL CONSTRUCTION NOTE=S 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. Z ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR TO THE START OF WORK. A PRECONSTRUCTION CONFERENCE WiTH RWSA IS REQUIRED PRIOR TO THE STTART OF WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-8000-552-7001). 4. RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977-2970 EXT. 202) MUST BE NO)TIFiED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION 5. ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. 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 UNLESS PERMITTED OTHERWISE BY RWSA INI WRITING. 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 PRIOR TO CONNECTING TO THE SYSTEM. 7, THE LOCATION OF EXISTING UTILITIES iS SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT. 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 UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. NO GRADING OR FILLING 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 APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. DAMAGE DUE TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 1O.IN ADDITION TO 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. BACKFILLING THE AREA OF THE CROSSING WiTH COMPACTED 57 STONE TO THE SPRiNGLINE OF THE EXISTING PIPE WILL BE REQUIRED, 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 ELIMINATE ANY POSSIBLE CROSS -CONNECTION TO THE PUBILIC 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 ANDARDS AND SIPECIFICATIONS 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. 1. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL S T ANDARD, DATED 2003. 8. SOiL SURVEY OF ALBEMARLE COUNTY, DEPARTMENT OF USDA; DATED 2003, 8.822 ACRES TO BE REZONED FROM R6 RESIDENTIAL TO NEIGHBORHOOD MODEL DISTRICT (NMD) IN ACCORD WITH THE GENERAL DEVELOPMENT PLAN ENTITLED "REZONING REQUEST FOR OAKLEIGH FARM," PREPARED BY TERRA CONCEPTS, PC, REVISED THROUGH DECEMBER 13, 2007 (THE "GENERAL DEVELOPMENT PLAN") OAKLEIGH ALBEMARLE, LLC, A VIRGINIA LIMITED LIABILITY COMPANY, IS THE FEE SIMPLE OWNER (THE "OWNER") OF TAX MAP 45, PARCEL 26A (THE "PROPERTY") WHICH iS THE SUBJECT OF THE ZONING MAP AMENDMENT APPLICATION #ZMA 2007-00004 KNOWN AS "OAKLEIGH FARM." THE APPLICANT FOR OAKLEIGH FARM IS ALSO OAKLEIGH ALBEMARLE, LLC. THE OAKLEIGH FARM COMMUNITY IS HEREIN REFERRED TO AS THE "PROJECT." PURSUANT TO SECTION 33.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE, OWNER HEREBY VOLUNTARY PROFFERS THE CONDITIONS LISTED IN THIS PROFFER STATEMENT, WHICH SHALL BE APPLIED TO THE PROPERTY iF THE REZONING IS APPROVED BY ALBEMARLE COUNTY. THESE CONDITIONS ARE PROFFERED AS PART OF THE REZONING AND IT IS ACKNOWLEDGED THAT THE CONDITIONS ARE REASONABLE. 1. AFFORDABLE HOUSING. A. 15% AFFORDABLE REQUIREMENT. THE OWNER SHALL PROVIDE A MIXTURE OF AFFORDABLE HOUSING UNITS AND CASH IN LIEU OF AFFORDABLE HOUSING UNITS EQUIVALENT TO FIFTEEN PERCENT (15%) OF THE TOTAL RESIDENTIAL DWELLING UNITS WITHIN THE PROJECT (THE "15% AFFORDABLE REQUIREMENT'). THE AFFORDABLE HOUSING MIXTURE SHALL BE COMPRISED AS FOLLOWS: (1). THE OWNER SHALL PROVIDE AFFORDABLE HOUSING DWELLING UMTS EQUAL TO AT LEAST SEVEN AND ONE-HALF PERCENT (7.50/0) OF THE TOTAL RESIDENTIAL DWELLING UNITS WiTHIN THE PROJECT IN THE FORM OF FOR -SALE OR FOR -LEASE AFFORDABLE DWELLING UNITS AS DESCRIBED IN THIS PARAGRAPH 1 (THE "AFFORDABLE DWELLING UMTS" OR "AFFORDABLE UNITS"). THE AFFORDABLE DWELLING UNITS SHALL BE COMPRISED OF ONE OR MORE OF THE FOLLOWING UNIT TYPES; SINGLE-FAMILY ATTACHED HOUSING (TOWNHOUSES OR DUPLEXES), CONDOMINIUMS OR SINGLE FAMILY DETACHED UNITS. THE OWNER OR ITS SUCCESSOR IN INTEREST RESERVES THE RIGHT TO PROVIDE THE AFFORDABLE DWELLING UNITS IN A VARIETY OF WAYS, UTILIZING THE ABOVE MENTIONED UNIT TYPES ALONE OR ANY COMBINATION. (ii) IN LIEU OF EACH ADDITIONAL AFFORDABLE DWELLING UNIT THAT WOULD OTHERWISE BE REQUIRED TO MEET THE REMAINDER OF THE 15% AFFORDABLE REQUIREMENT FOR AFFORDABLE HOUSING WITHIN THE PROJECT AFTER THE OWNER HAS PROVIDED THE AFFORDABLE DWELLING UNITS REFERENCED IN PARAGRAPH 1(A)(I), THE OWNER SHALL MAKE A CASH CONTRIBUTION TO ALBEMARLE COUNTY FOR THE AFFORDABLE HOUSING PROGRAM IN THE AMOUNT OF NINETEEN THOUSAND ONE HUNDRED DOLLARS ($19,100) FOR EACH SUCH UNIT OR ANY PORTION THEREOF (THE "AFFORDABLE HOUSING CASH PROFFER") SUCH THAT THE NUMBER OF AFFORDABLE UNITS AND THE AFFORDABLE HOUSING CASH PROFFER EQUALS THE 15% AFFORDABLE REQUIREMENT AS DESCRIBED HEREIN. ANY UNIT FOR WHICH THE AFFORDABLE HOUSING CASH PROFFER IS CONTRIBUTED AS PROVIDED HEREIN SHALL COUNT AS AN AFFORDABLE DWELLING UNIT FOR PURPOSES OF THIS PARAGRAPH 1, BUT AS A MARKET RATE UNiT FOR PURPOSES OF PARAGRAPH 2. THE AFFORDABLE HOUSING CASH PROFFER SHALL BE ALLOCATED AMONG THE MARKET RATE DWELLING UNITS, SUCH THAT THE NUMBER OF AFFORDABLE DWELLING UNITS OR ANY PORTION THEREOF THAT WOULD OTHERWISE BE REQUIRED TO MEET THE REQUIREMENTS OF THIS PARAGRAPH 1A(iI) AND THE 15% AFFORDABLE REQUIREMENT IS MULTIPLIED BY THE FIGURE OF $19,100, AND THAT PRODUCT iS THEN DIVIDED BY THE: NUMBER OF MARKET RATE DWELLING UNITS WITHIN THE PROJECT. THE RESULTING AMOUNT SHALL THEN BE PAIL) TO THE COUNTY PRIOR TO THE ISSUANCE OF A BUILDING !PERMIT FOR ANY BUILDING OR BLOCK OF TOWNHOUSE UNITS WiTHIN THE PROJECT THAT CONTAIN MARKET RATE DWELLING UNITS, FOR EACH MARKET RATE DWELLING UNiT WITHIN SUCH BUILDING OR BLOCK OF TOWNHOUSE UNITS, UNTIL THE 15% AFFORDABLE REQUIREMENT HAS BEEN SATISFIED. IF THE NUMBER OF MARKET RATE UNITS OR AFFORDABLE UMTS CHANGES AFTER THE FIRST AFFORDABLE HOUSING CASH PROFFER IS PAID, THE PER UNIT AFFORDABLE HOUSING CASH PROFFER SHALL BE RECALCULATED AND ADJUSTED TO ASSURE THAT THE 15% AFFORDABLE REQUIREMENT IS SATISFIED. (Ili). EACH SUBDIVISION PLAT AND SITE PLAN FOR LAND WITHIN THE PROJECT SHALL DESIGNATE THE LOTS OR UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO THE TERMS AND CONDITIONS OF THiS PARAGRAPH 1, BE BUILT AS AFFORDABLE DWELLING UNITS, AND THE AGGREGATE NUMBER; OF SUCH LOTS OR UNITS SO DESIGNATED WITHIN EACH SUBDIVISION PLAT AND SITE PLAN S - 0 HALL CONSTITUTE A MINIMUM OF AND F E 7.5 OF N SEVEN A ONE-HALF PERCENT /o THE LOTS OR UNITS IN SUCH SUBDIVISION PLAT OR SITE PLAN. NOTWITHSTANDING THE FOREGOING, HOWEVER, THE OWNER MAY CARRY-OVER OR BANK CREDITS FOR AFFORDABLE UNITS IN THE EVENT PREVIOUSLY BUILT BUILDINGS WITHIN THE PROJECT PROVIDED MORE THAN 15% AFFORDABLE UMTS, OR IN THE EVENT THE OWNER HAS PAID THE AFFORDABLE HOUSING CASH PROFFER FOR AN EQUi'VALENT NUMBER OF UNITS ("AFFORDABLE CREDITS"). ANY SUCH ADDITIONAL AFFORDABLE CREDITS SHALL BE ALLOCATED TOWARD THE FIFTEEN PERCENT (15%) MINIMUM FOR THE BUILDINGS THAT REMAIN TO BE BUILT WITHIN THE PROJECT. B. FOR -SALE AFFORDABLE UNITS. THE FOR -SALE AFFORDABLE DWELLING UNITS SHALL BE AFFORDABLE TO HOUSEHOLDS WiTH INCOMES UP TO EIGHTY PERCENT (80%) OF THE AREA MEDIAN FAMILY INCOME (THE AFFORDABLE UNIT QUALIFYING INCOME"), SUCH THAT THE HOUSING COSTS CONSISTING OF PRINCIPAL, INTEREST, REAL ESTATE TAXES, AND HOMEOWNER'S INSURANCE (PITI) DOI NOT EXCEED THIRTY PERCENT (30%) OF THE AFFORDABLE UNIT QUALIFYING INCOME, PROVIDED, HOWEVER„ THAT IN NO EVENT SHALL THE SELLING PRICE OF SUCH AFFORDABLE UNITS BE REQUIRED TO BE LESS THAN THE GREATER OF ONE HUNDRED NINETY THOUSAND FOUR HUNDRED DOLLARS ($190,400) OR SIXTY-FIVE PERCENT (65%) OF THE APPLICABLE VIRGINIA HOUSING DEVELOPMENT AUTHORITY (VHDA) MAXIMUM MORTGAGE FOR FIRST-TIME HOME BUYERS AT THE BEGINNING OF THE 90 -DAY IDENTIFICATION AND QUALIFICATION PERIOD REFERENCED BELOW. THE OWNER OR HIS SUCCESSOR IN INTEREST MAY AT ITS OPTION FACILITATE THE PROVISION OF DOWN PAYMENT ASSISTANCE LOANS TO REDUCE THE OUT-OF-POCKET CASH REQUIREMENT COSTS TO THE HOMEBUYER, SUCH AS, BUT NOT LIMITED TO A SECOND LIEN DEED OF TRUST, SO THAT THE RESULTANT FIRST MORTGAGE AND HOUSING COSTS REMAIN AT OR BELOW THE PARAMETERS DESCRIBED HEREIN. ALL FINANCIAL PROGRAMS IOR INSTRUMENTS DESCRIBED HEREIN MUST BE ACCEPTABLE TO THE PRIMARY MORTGAGE LENDER. ANY SECOND LIEN DEED OF TRUST EXECUTED AS PART OF THIS PARAGRAPH SHALL BE DONATED TO THE COUNTY OF ALBEMARLE OR ITS DESIGNEE TO BE USED TO ADDRESS AFFORDABLE HOUSING. FOR PURPOSES OF CALCULATING THE PRICE OF THE AFFORDABLE DWELLING UNITS, THE VALUE OF SELLER -PAID CLOSING COSTS SHALL BE EXCLUDED FROM THE SELLING PRICE OF SUCH AFFORDABLE DWELLING UNITS. C. FOR -LEASE AFFORDABLE DWELLING UNITS. (1) THE INITIAL NET RENT FOR EACH FOR -LEASE AFFORDABLE UNiT SHALL NOT EXCEED THE THEN -CURRENT AND APPLICABLE MAXIMUM NET RENT AS PUBLISHED BY THE COUNTY HOUSING OFFICE. IN EACH SUBSEQUENT CALENDAR YEAR, THE MONTHLY NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT MAY BE INCREASED UP TO THREE PERCENT (3010). FOR PURPOSES OF THIS PROFFER STATEMENT, THE TERM "NET RENT' MEANS THAT THE RENT DOES NOT INCLUDE TENANT -PAID UTILITIES. THE REQUIREMENT THAT THE RENTS FOR SUCH FOR -LEASE AFFORDABLE UNITS MAY NOT EXCEED THE MAXIMUM RENTS ESTABLISHED IN THIS PARAGRAPH 1 C SHALL APPLY FOR A PERIOD OF TEN (1 0) YEARS FOLLOWING THE DATE THE CERTIFICATE OF OCCUPANCY IS ISSUED BY THE COUNTY FOR EACH FOR -LEASE AFFORDABLE UNIT, OR UNTIL THE UMTS ARE SOLD AS AFFORDABLE UMTS AS DEFINED BY THE COUNTY'S AFFORDABLE HOUSING POLICY, WHICHEVER COMES FIRST (THE "AFFORDABLE TERM"). (11). CONVEYANCE OF INTEREST - ALL INSTRUMENTS CONVEYING ANY INTEREST iN THE FOR -LEASE AFFORDABLE DWELLING UNITS DURING THE AFFORDABLE TERIM SHALL CONTAIN LANGUAGE RECITING THAT SUCH UNIT IS SUBJECT TO THE TERMS OF THIS PARAGRAPH 1(C). iN ADDITION, ALL CONTRACTS PERTAINING TOA CONVEYANCE OF ANY FOR -LEASE AFFORDABLE DWELLING UNIT, OR ANY PART THEREOF, DURING THE AFFORDABLE TERM, SHALL CONTAIN A COMPLETE AND FULL DISCLOSURE OFTHE RESTRICTIONS AND CONTROLS ESTABLISHED BY THIS PARAGRAPH 1(C). PRIOR TO THE CONVEYANCE OF ANY INTEREST IN ANY FOR -LEASE AFFORDABLE DWELLING UNIT DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL NOTIFY THE COUNTY IN WRITING OF THE CONVEYANCE AND PROVIDE THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE POTENTIAL GRANTEE, AND STATE THAT THE REQUIREMENTS OF THIS PARAGRAPH 1(C)(11) HAVE BEEN SATISFIED. (111). REPORTING RENTAL RATES. DURING THE AFFORDABLE TERM, WITHIN THIRTY (30) DAYS OF EACH RENTAL OR LEASE TERM FOR EACH FOR -RENT AFFORDABLE UNIT, THE'THEN-CURRENT OWNER SHALL PROVIDE TO THE ALBEMARLE COUNTY HOUSING OFFICE A COPY OF THE RENTAL OR LEASE AGREEMENT FOR EACH SUCH UNIT RENTED THAT SHOWS THE RENTAL RATE FOR SUCH UNIT AND THE TERM OF THE RENTAL OR LEASE AGREEMENT. IN ADDITION, DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL PROVIDE TO THE COUNTY, IF REQUESTED, ANY REPORTS, COPIES OF RENTAL OR LEASE AGREEMENTS, OR OTHER DATA PERTAINING TO RENTAL RATES AS THE COUNTY MAY REASONABLY REQUIRE, D. NOTIFICATION PERIOD; COUNTY CASH OPTION . (1). NOTIFICATION PERIOD, ALL PURCHASERS OF THE AFFORDABLE DWELLING UNITS SHALL BE APPROVED BY THE ALBEMARLE COUNTY OFFICE OF HOUSING OR ITS DESIGNEE, THE THEN -CURRENT OWNER/BUILDER SHALL PROVIDE THE COUNTY OR ITS DESIGNEE A PERIOD OF NINETY (90) DAYS TO IDENTIFY AND PRE -QUALIFY AN ELIGIBLE PURCHASER FOR THE AFFORDABLE UNIT(S). THE NINETY (90) DAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE THEN -CURRENT OWNER/BUILDER THAT THE UNIT(S) IS WITHIN ONE HUNDRED TWENTY (120) DAYS OF COMPLETION AND, THAT ON OR BEFORE; THE END OF SUCH ONE HUNDRED TWENTY (120) DAY PERIOD SHALL BE READY FOR OCCUPANCY, IF THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED PURCHASER WHO EXECUTES A CONTRACT OF PURCHASE DURING THIS NiNETY (90) DAY PERIOD, THE THEN -CURRENT OWNER/BUILDER SHALL HAVE THE RIGHT TO SELL OR LEASE THE UNIT(S) WITHOUT ANY RESTRICTION ON SALES OR LEASE PRICE OR INCOME OF THE PURCHASER(S), PROVIDED, HOWEVER, THAT ANY UNIT(S) SOLD OR LEASED WITHOUT SUCH RESTRICTION SHALL NEVERTHELESS BE COUNTED TOWARD THE NUMBER OF AFFORDABLE UNITS REQUIRED TO BE PROVIDED PURSUANT TO THE TERMS OF THIS PROFFER. THE REQUIREMENTS OF THIS PROFFER SHALL APPLY ONLY TO THE FIRST SALE OF EACH OF THE AFFORDABLE DWELLING UNITS THAT ARE PURCHASED. NOTHING HEREIN SHALL PRECLUDE THE THEN -CURRENT OWNER/BUILDER FROM WORKING WITH THE COUNTY HOUSING DEPARTMENT PRIOR TO THE START OF THE NOTIFICATION PERIODS DESCRIBED HEREIN IN AN EFFORT TO IDENTIFY QUALIFYING PURCHASERS FOR THE AFFORDABLE UNITS. (11). COUNTY OPTION FOR CASH IN LIEU OF AFFORDABLE UNITS.. 1F AT ANY TIME PRIOR TO THE COUNTY'S APPROVAL OF ANY PRELIMINARY SITE PLAN OR SUBDIVISION PLAT FOR THE PROPERTY WHICH INCLUDES ONE OR MORE FOR -SALE AFFORDABLE DWELLING UNITS, THE HOUSING OFFICE INFORMS THE THEN -CURRENT OWNER/BUILDER IN WRITING THAT IT MAY NOT HAVE A QUALIFIED PURCHASER FOR ONE OR MORE OF THE FOR -SALE AFFORDABLE DWELLING UNITS AT THE TIME THAT THE THEN -CURRENT OWNER/BUILDER EXPECTS THE UMTS TO BE COMPLETED AND THAT THE HOUSING OFFICE WILL INSTEAD ACCEPT A CASH CONTRIBUTION TO THE HOUSING OFFICE TO SUPPORT AFFORDABLE HOUSING PROGRAMS IN THE AMOUNT OF NINETEEN THOUSAND ONE HUNDRED DOLLARS ($19,100) iN LIEU OF EACH AFFORDABLE UNIT(S), THEN( THE THEN -CURRENT OWNER/BUILDER SHALL PAY SUCH CASH CONTRIBUTION TO THE COUNTY PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY FOR THE UNIT(S) THAT WERE ORIGINALLY PLANNED TO BE AFFORDABLE DWELLING UNITS, AND THE THEN -CURRENT OWNER/BUILDER SHALL HAVE THE RiGHT TO SELL THE UNiT(S) WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF THE PURCHASER(S). FOR THE PURPOSES OF THIS PROFFER, SUCH AFFORDABLE DWELLING UMTS SHALL BE DEEMED TO HAVE BEEN PROVIDED WHEN THE SUBSEQUENT OWNER/BUILDER PROVIDES WRITTEN NOTICE TO THE ALBEMARLE COUNTY OFFICE OF HOUSING OR iTS DESIGNEE THAT THE AFFORDABLE UNIT(S) WILL BE AVAILABLE FOR SALE, E. INSPECTIONS. THE COUNTY SHALL HAVE THE RIGHT, UPON REASONABLE NOTICE AND SUBJECT TO ALL APPLICABLE PRIVACY LAWS, TO PERIODICALLY INSPECT THE RECORDS OF THE OWNER OR ANY SUCCESSORS IN INTEREST FOR THE PURPOSES OF ASSURING COMPLIANCE WiTIH THiS PARAGRAPH 1. 2. CASH FOR CAPITAL IMPROVEMENTS PROGRAM . THE OWNER SHALL CONTRIBUTE CASH TO THE COUNTY IN THE FOLLOWING AMOUNTS FOR EACH DWELLING UNIT CONSTRUCTED WITHIN THE PROPERTY THAT IS NOT AN AFFORDABLE DWELLING UNIT. THE CASH CONTRIBUTIONS SHALL BE USED TO ADDRESS THE FiSCAL IMPACTS OF DEVELOPMENT ON THE COUNTY'S PUBLIC FACILITIES AND INFRASTRUCTURE (I.E., SCHOOLS, PUBLIC SAFETY, LIBRARIES, PARKS AND TRANSPORTATiON) IDENTIFIED IN THE COUNTY'S CAPITAL IMPROVEMENTS PROGRAM. THE CASH CONTRIBUTION SHALL BE PAID PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR EACH UNIT IN THE FOLLOWING AMOUNTS: A. SEVENTEEN THOUSAND FIVE HUNDRED DOLLARS ($17,50)0) FOR EACH SINGLE FAMILY DETACHED DWELLING UNIT THAT IS NOT AN AFFORDABLE DWELLING UNIT. B. ELEVEN THOUSAND NINE HUNDRED DOLLARS ($11,900) FOR EACH SINGLE FAMILY ATTACHED DWELLING UNIT THAT IS NOT AN AFFORDABLE DWELLING UNIT. C. TWELVE THOUSAND FOUR HUNDRED DOLLARS ($12,400) FOR EACH MULTI -FAMILY DWELLING UNIT THAT iS NOT AN AFFORDABLE DWELLING UNiT. D. ZERO DOLLARS ($0.00) FOR EACH AFFORDABLE DWELLING UNIT. 3. ANNUAL ADJUSTMENT OF CASH PROFFERS. BEGINNING JANUARY 1, 2008, THE AMOUNT OF EACH CASH CONTRIBUTION REQUIRED HEREIN SHALL BE ADJUSTED ANNUALLY UNTIL PAID, TO REFLECT ANY INCREASE OR DECREASE FOR THE PRECEDING CALENDAR YEAR IN THE COMPARATIVE COST MULTIPLIER, REGIONAL CITY AVERAGE, SOUTHEAST AVERAGE, CATEGORY C: MASONRY BEARING WALLS ISSUED BY MARSHALL VALUATION SERVICE (A/K/A MARSHALL & SWIFT) (THE "INDEX") OR THE MOST APPLICABLE MARSHALL & SWiFT INDEX DETERMINED BY THE COUNTY iF MARSHALL & SWIFT CEASES PUBLICATION OF THE INDEX IDENTIFIED HEREIN. IN NO EVENT SHALL ANY CASH CONTRIBUTION AMOUNT BE ADJUSTED TO A SUM LESS THAN THE AMOUNT INITIALLY ESTABLISHED BY THESE PROFFERS. THE ANNUAL ADJUSTMENT SHALL BE MADE BY MULTIPLYING THE PROFFERED CASH CONTRIBUTION AMOUNT FOR THE PRECEDING YEAR BY A FRACTION, THE NUMERATOR OF WHICH SHALL BE THE INDEX AS OF DECEMBER 1 IN THE PRECEDING CALENDAR YEAR, AND THE DENOMINATOR OF WHICH SHALL BE THE INDEX AS OF DECEMBER 1 IN THE YEAR PRECEDING THE CALENDAR YEAR MOST RECENTLY ENDED. FOR EACH CASH CONTRIBUTION THAT IS BEING PAID iN INCREMENTS, THE UNPAID INCREMENTAL PAYMENTS SHALL BE CORRESPONDINGLY ADJUSTED EACH YEAR. 4. TREE PRESERVATION. THE OWNER HAS SUBMITTED AS PART OF THE CODE OF DEVELOPMENT FOR OAKLEIGH FARM A TREE PROTECTION PLAN (THE "TREE PLAN") FOR THIRTY-NINE (39) TREES WITHIN THE PROJECT, AS SHOWN ON THE TREE PLAN, WHiCH SPECIFIES TREE PROTECTION METHODS AND PROCEDURES, INCLUDING FERTILIZING, TREE PROTECTION FENCING AND MULCHING WHICH SMALL BE COMPLIED WITH DURING AND AFTER DEVELOPMENT OF THE PROJECT. PRIOR TO THE FINAL SITE PLAN APPROVAL, THE OWNER SHALL SUBMIT A BOND OR OTHER FORM OF SURETY IN THE TOTAL AMOUNT OF TWENTY-NINE THOUSAND DOLLARS ($29,000). THE BOND OR SURETY SHALL BE SUBMITTED TO GUARANTY THE REPLACEMENT OF THOSE TREES WHICH ARE NUMBERED 1, 1A, 2, 3, 4, 4A, 5, 6, 7, 8, 9, 10, 14, 16, 17, 19, 20, 21, 22, 24, 25, 27A, 30, 31, 32, 35, 38, 38A, AND 44D ON THE TREE PLAN (THE "BONDED TREES") IN THE EVENT AN THAT A Y OF THE BONDED N ED TREES DIE WITHIN H N A PERI F FIV E(5) O FI E( 5) YEARS AFTER ISSUANCE F THE E LAST RESIDENTIAL CERTIFICATE OF OCCUPANCY WITHIN THE PROJECT. THE BOND OR OTHER SURETY SHALL BE IN A FORM ACCEPTABLE TO THE COUNTY ENGINEER AND THE COUNTY ATTORNEY. 5. PEDESTRIAN EASEMENT. THE HOMEOWNERS' DECLARATION OF COVENANTS AND RESTRICTIONS FOR THE PROJECT SHALL CONTAIN A PROVISION WHICH GRANTS A PUBLIC RIGHT OF PEDESTRIAN ACCESS OVER ALL SIDEWALKS WITHIN THE PROJECT. THIS RIGHT SHALL BE IN PERPETUITY AND THE DECLARATION SHALL NAME THE COUNTY OF ALBEMARLE, VIRGINIA AS A THIRD -PARTY BENEFICIARY WITH THE EXPRESS RIGHT TO ENFORCE THE PROVISIONS OF SUCH PUBLIC RIGHT OF ACCESS. 6. EROSION AND SEDIMENT CONTROL. THE OWNER SHALL, TO THE MAXIMUM EXTENT PRACTICABLE AS DETERMINED BY THE COUNTY'S PROGRAM AUTHORITY, PROVIDE ADDITIONAL EROSION AND SEDIMENT CONTROLS TO ACHIEVE A SEDIMENT REMOVAL RATE OF EIGHTY PERCENT (80%) FOR THE PROPERTY. (AS A REFERENCE, CURRENT REGULATORY STRUCTURAL MEASURES ACHIEVE A 60% OPTIMAL REMOVAL RATE.) Px Os,O `CT DATA: : DEVELOPER: OAKLEIGH ALBEMARLE LLC, 690 BERKMAR CIRCLE, C'VILLE, VA 22901(T) 434-978-1766, (F) 434-978-0118; PARTMENTS z AIrII1I CONTACT: GEORGE RAY, JR. PROPERTY OWNER: SAME AS ABOVE TAX MAP / PARCEL #: 45-26A MAGISTERIAL DISTRICT: RIO PROPERTY ADDRESS: 547 WEST RIO ROAD PROPERTY SIZE: 8.822 ACRES CURRENT ZONING: NMD, ENTRANCE CORRIDOR OVERLAY PROPOSED ZONING: NMD ENTRANCE CORRIDOR (DOR OVERLAY COMPREHENSIVE PLAN: URBAN DENSITY RESIDENTIAL (6.01-34 DU/AC) DENSITY (OVERALL GROSS): 12.36 DUTAC DRINKING WATER WATERSHED: NONE PROFFERS: SEE THIS SHEET WAIVER / VARIANCE REQUESTS: W E R Q S PARKING WAVIER A ER RECEIVED DURING Z MA 07-04 REVIEW SURVEY SOURCES: PHYSICAL, TOPOGRAPHIC & BOUNDARY: ROBERT LUM, DATED 5/30/03. ADDITIONAL SURVEY WORK PROVIDED BY THOMAS B. LINCOLN LAND SURVEYORS, DATED 5/31/07 & 11/15/07, DATUM: NAVD 83 (STATE PLANE) BENCHMARK: TOP OF FIRE HYDRANT; ELEVATION = 566.50 BREAKDOWN: ® . LAND -USE - - SF . � AI to } _ _._ ;1111._.. �._._ .1111...... BUILDINGS: $ . .. 61,346 . ~ 1.41 16% ', ­1_1111;1­1�.._. _ _ _ . __.._..,.. __. _ ROADS/SIDEWALKS: - _ ..e _ _... w_ _ .w_ _ . . PAVED PARKING: 102 284f 2,35 i 27010 _11 11 --1-1-_ 1- w. . -- SIDEWALKS. - 25,308' 0.58 . 6% _. t PERVIOUS AREA: 195,378 4.49 ; 51 % TOT1�L SITE ACREAGE.1. 384,286 ' 8.822 - 10' O MAX. BUILDING HEIGHT: 65' RECREATIONAL AREA: SEE CODE OF DEVELOPMENT SETBACKS: SEE CODE OF DEVELOPMENT MAX. COMMERCIAL GSF: 7,200 - 28,800 (BLOCK 1) & NO MORE THAN 14,400 GSF CAN BE USED FOR RETAIL USES MAX. NUMBER OF EMPLOYEES: UNKNOWN DENSITY: 0.14 FAR (BASED UPON 22,590 TOTAL GSF) ;UNIT TYPE i # OF UNITS REQUIRED PROVIDED PARTMENTS z AIrII1I �� _._ 2 - 3 BEDROOM (2,0 PERUNIT) 6 -_-i 32 _ _ ._ 0 _._ _ --- _ COMMERCIAL (13, 680 GSF) s, 11_1 11 I'll, --- _ _ . _. 11-1 I 0 _ 110 - : _. — 101 _. TOTAL 16 142 1I 1109 UNIT TYPE # OF UNITS _ ... _ _. . PROVIDED =TOWNHOMES 5 �� _ _. NO GARAGE (BUILDDING'E ONLY) ­-1-1­11..._� _ _ _. _ _ _ e 6 „__ -_w_ ; 12 __ ____ 12 2 -CAR GAR11 IAGE (2.25 PER U- 11NIT­11 _-11-11-111- 15 33.75 _ _ _.r 34 1._1___.1.1 CONDOMINiIUMS _ _. ___... _._.. _ __ . __. w__.._. _ . 1-11111.._ , ._- 1 BEDROOM 15 _ PER-UNIT) (2Sa _ 9 __ _ 5 _. -- 13 _ 14 2 BEDROOM ( 0? 1- I PER UN� �,aw ._ . 111.. 1111. 48 _ __ _ �- - 6 __.-._. ___ . 96 -_, 3 BEDROOM (2.0 PER UNi 13 ,, 26�- 1.111._ 27 COTTAGES t O PER UN ­11 -11111.1 . 2 4 4- _-'3-6 {h BEDROOM 1111-1.1-1- �.__ ___ N_, . 1111. _ _ . _ . 11 11 _._ , . I—,, _._. _. ,_.­­ . __ .. __, .1111 ADDITIONAL PARKING — — 11 TOTAL 93 185.25 198 }} i )) ') X1 'im\ ,, i !it , a iillbliiii �111`1 )Lrw , X � jl�ii�i��� 11 V ItAll 11 141111111!i, "AW mill, 1 1 220 / 0 ;COMMERCIAL (GENERAL OFFICE)1­111 11.01/1,OC 111- I - -;(3,680 SQ. FT. �� _� (x 13,880 _.. .-_-11-1.. _. _ -1.111 _ __ 1111_ 19 TRIPS GENERATED 858 9 0.44 _. 1.55/1, 000 1.67? 6.39 1! 902 0.52 1.49%1, 060 S F 2.07/1 76 84 BASED ON INSTITUTE OF TRASNPORTATION ENGINEERS (ITE MANUAL). TRIP GENERATION. 7TH ED. 32 5.86 4 9 4,84_ _. 479 0.98/1,000SF 4 591 .__ _.� 11 W CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE 1 CI-IA1� 1,i�TT'ES�V II.LE VIRGINIA 22902 i PH. 434-295-4005 FAX 434-295-2103 P4 0 U) 4 l,-4 �n PH � P4 4 Cl 0 E"H 1,_4 �"4 Q rl"NN�4 �4 W P 00w 1`�� C� Cn 1,4 4 o 1,1111T`H OF T, I '� , U y � Uc. No. 35326 W ,O 1�q, 1; �' 4 SSI ONA L _: G !;�NVTH OF ,� 11 0 ��,� I _e_ w . Mark E. Keller r' Cert. No, 0239 F`' IV, Ci d `'C, ' . s0 O � 11.p E A ��11 SDP M 2008—'t 0101 SCALE: N.T.S. i ISSUED- 6-23-081 DRAWN BY. SAVE it I. 8-21-08, ACSA COMMENTS 2, 9-22-08, CO./ACSA COMMENTS 3, 10-I5-08, RWSA COMMENTS 4, 1-15-08, REV. BLDG A,S,C,D & F 5> 3-2-09, ARB COMMENTS 6, 11-13-09, SINAI, CO. APPROVAL All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical; including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. SHEET 'rr�A� '. Z"I"""', �,,',__,,", STAND OF PINE ,Z \ \ 0 � - ) - --I-- - ___ _____ - zl�l / ,--*' " "____�_,_ � \ Z " / Zll TREES zl ,�-_-_- I'--- -,- i IL ZZ � - ------ - I I I __ �� -�- ---------, __� .- ­ \ ..., ,- -1-11 ---_\_s --- -1 I I 11111111111111111111111111111 , M , __ �,____� �� 1___� TMP 45- 0 13, 30' / 60' 11` � __ _-X, - - _/ © / 120' )/ // �, ____� "_� , �� �. / 11 / /1" I ,,�___ / I �//, ___ _____ �Now or Fc / __ ___ -- -, /. 1'_______ - � // // \ ", � \ .,�� / /1-, ,�-.-- - ,EJM GARD / / / � . \ ___� / . / / , .00, _� ____ I (_,:�/ .00 1 ­­- -`�_________,_,�\ ____ 0 1 TMP 45-26 \ \ � /�_ " - ___�__ - I __ 11 Now Or Formerly \ ­ ( /�/_� I � , , ------- U. . 2711 1 1Z Zoned; -Comp. Plan: Ur BENCHMARK I FOUND ON TOP OF EXISTING FHA; ELEV. 566.50' \ \\ \ \ \ \\ \ \ \ \ \ \ \ \ ,\ \ \ +/- 589' TO HERITAGE HALL ENTRANCE \ \ \ \ \ \ I 0 ) 11' _____ IN I �_­ --- -,. \ I _,�­ \ \ \ \ \ � \ �, Z __ I(:, Use: Commercial _,_­ ,_�, \ TM HCMF XV \ 19 \ �!V " ) ------ DENSEV. ___ - � \\,-", \ \\ \ , \ , _�____._,_,�, .." ph.- I ___ ______,_, \ \ \\ D. B. 11 12 PG. 499 1 1� �, ,--" .,- VEGETATION IN �,__� r_-- - _�__ \ \ \)�_ \ \ \ \ \ \ \ \ �, I __ - --' 1___-1 // 0 ­ --- _____ __',� \. \ - 0 \ \ \ --- I �, \ I Zoned: R6___,__ ,0�� HfS AREA Z Z I/__ , `1� \ I \1 \ \ \ , Comp. Plan: Urban Density NOTE: PRIOR TO ANY DEMOLITION THE TREE / 1-1 I>. __ _____ �____ - __'__j' \ \ \ \ \�\ \\\ '* I , \ ___11 /Z . .1, 1� , - \ 111N 11 I , I \ ,,,... I U \ \ ', \ - I ..,,,,��11110 \ Use: Residential ARBORIST SHALL BE CONSULTED AND MADE AI ____� Z ___ _�' I \ ___,_ __ 111 S4 , \ )\--X \ \ \ \ " AWARE OF THE CONSTRUCTION SCHEDULE IN ._-� .-*/, __,_� / CHAINLINKFENCE.-TO - - - I \ -,-----,-' r- W, _0 ____ - , � TERMINATE OVERHEAD '�, \ \ \ \ I/ / REMAIN OR REPLACED BY _��, \\\ __��,_-_ ____ --.-- __ __ __ - __:�_7 ------ �1513' -_ - --ELECTRIC SERVICE AND \\\ \ \ \ \ \ - - -_ " - � 1-- _­­ -.- I— - ­_ - I \ \ I ORDER TO BE ON-SITE DURING THE 1__� ____ /,- t,__� -,--- __ ,-^- -_ ____ __ __::�\ \ �� - OWNERA;kH PERMISSION X_ ___ ___ Z , - �' A PLACE UNDERGROUND \ I - _____ f t, ,& 7 \ \ \ \ \ -, ­ ----- -- ­'�, - '_ - - ___ , � I -1 � Z �, I - _11� % 1 I--.--- j - , . \11 +/- 1135' TO - I �, , / - t - _­ , - I ALL TREE PROTECTION MEASURES PRIOR TO I _� OF THE GARDEN SPOT 1� �', --- I— ,-- - , -- _­�:� , * - ( DEMOLITION. CONTRACTOR SHALL INSTALL , Z� /I _�, �___ - -/- - VON --,t -1 ; I " GRAVEL AREA 1-1--, - __ 11 I- ------- __ 6 /�, I , I " , _. -_ - " � \ � _-�, i -1, \ ,-,--,,---,-"-",,�1-11,",/I "�� - -.--" / __,"_ ,,---- T ­_ _ - 0 �__ �, 1 k , � \ \ DEMOLITION AND FOLLOW ALL THE 1-1 ___ __ Ix, __� _,_ i � I '_�, I ,-- � I �� \ _1 � \ I BERKMAR DRIVE & ,-- ________ - 11-- I L� � - I ", - i -I- / 1_�,' 1� , __� `\� ��' - - , \ � RECOMMENDATIONS OF THE ARBORIST TO �_ ,�,�,_ I �� ,_-__1 I I _2A \ 1--l-r 1 2 , ---,) ): � -\, / \ +I- 259'TO ,_ 0 �� �,____ - ,� "i., --- - ----- ___-�­ -1 / \ I \ EX. C I '�, ___ � _- � / -_ � 0 .1 11 __ ,ko .... __ I- ,, 7 , __ / - �, � URB & WOODBURN RD. "" , 1, , -- - - , - �\ - � I , GUTIER TO - " ENSURE THE SURVIVAL OF THE TREES BEING ,,,, , Z__� ­ ­ - 1 ,---- 11 &55 / 11,1111 ,­ / OT A ��3 ,� � _1 _\ ,� -, \ I I -- , I'' _� 0 - - ----- - t, _-1-:7 � - \ \ \ 1P A 7 "I __ ____ - ------, - - 7 --- /< " -----,,---- \ \ 7 - 1� ,� . \\ , , --- PRESERVED. CONTRACTOR WILL BE HELD - ­_ - __ -, 0 ____ I \ \�_ - - , � BE REMOVED I \ ",-- I'll 1'�, � - - - , ` - �1�1­ _- _�,_�,� -,- \�, I \ ----A 4-0, I - - / , --------- ___ -5 * I - '. - I � �� _/� __ ----I-- __ �L_ --------' - 0 �� 11 I-- /TREE #1 0 MAY BE - -1 - ,�� 11 � ( V __V_ .i�_ - \ � ,_ /__L___ 4 \ t� ACCOUNTABLE FOR ANY TREE DAMAGE - -,it ____ ,---' � __" - - _),____ ,_ --,----,i --- X-) ______i ,-, J� ORDER TO . "',", , \ - t , / 1, ) � I * ALLOW \ I \ ' li,�� _�<­ Y� �/ A \ � � W FOR % I / , I- � . \ , , "I , " , " - . � , " f , " \ \ , , �3 I , -, , _ I / RESULTING FROM THEIR, OR THEIR - - _/ �, '\ -__1 N \ i ��_ 1� --- / � \ \ \ � 11, of __� , / \ AT OWNER'S PERMISSION ------- � I � \ I 1� ._� __ - 570 - - / I/ 17 /16A __)l �1- ----/ I N ____ ' \ � N , \ \ � \ _��_ __ - -,- � -0 _____ __ � \ _1 - - �, - / ,W TURN - -_ - - E \�'_ 1�'�__,, , " - - AND TAPER \� � \ \ \ � I _ __ _" - , ___ 1�j "'_ , __ \ ___z� ___��,<_____ I \ I ,I it \ \I. \ \ � \ - , 11 I \ � I /1 ,- \ _____ � - \ __� --- \ / \ *�_- 41 \ t, \ � ,I - , I I - _� PARKING- r 4 \ . � 1Z SUB -CONTRACTOR'S ACTIONS. CONTRACTOR -- " '1-11 I � _______ , / 1 t, / \ __ TO ALLOW FOR GU $T--- -__ 1�) 0 � 11 � _' \_ __ --.---I- __,/`k­A,B �/ 4IL.0'1_`__.____4_// \ \'� \ /'/1 /SHALL BE SUBJECT TO FINES FOR DAMAGES I--' --,--- I , , \' X _.,�-­----­_ I � Z ____ --- \��_ � i, \ // I _,____�__,__ ______ - �1_ \ I � _____ I V�', Z. \ /,/ � " ___ ,_­_ - __ __ I � / I 1-11 - - 1, i i \ " __ --- ------- __ � "' " , ,// \ \ AS OUTLINED IN THESE PLANS. ALL DAMAGES I/ _:�� ! , , --- --,- -z-5 , $� - �\� I , I -,, - I , _­ , ,--- --------- __ \1 \ � 11 - ,, ,� V �, � __ - � 11, I 1, I ; ,� , � 1_ a ____, / ) � k 71 ,-___ .,---- /------ - __ 11 1 _---- / �,Z \ "__ ��___ ,,e��_ I \ �', \ \ �� � _____ - I \ /1, - -- '1�7 -_ \� ,/ � / / I � 1_-' , � 1� I " _/ � �K �,, , I � / \ / � �, \ � � - SHEET 6 CO S RVATION PLAN FOR - __ 1, \ - ,� ,� _�/ \ -_ - X WILL BE DETERMINED BY ARBORIST. SEE -, *-\/, , , I � ":-z � \ - /� I X__ ,� I / _1�1 - � � 1 1 B - � K 17' 1- \ / � � `I1 I I __1 ___ - �_ � , \1 � / , I I I � / ___, 1 ----7­�, , I \ / _-_ \ �' 1, " 1�/" I/ / / � X.IN- / � \� �, __ [,, 0 EX. DRIVEWAY / / 41) 0 \ \ �, � / 1�__ ,z\---_ i / 1�_ / AD[ " j-:-42 -- �__ I Z Z' /� I / / / 't / , 1-1, '��\ � ___ ____7� ____ / -f � / I �/ _. - �� _�1���, 6C , � , A - -- N M , -111- -r: --" --- \�\ I M---�� � __ I __ I, --' _,� - A , � �)ITIONAL INFORMATIO " �_, , / \;, / / - - ____ - A�\ _�, I ///1 ( I /-/- � � a lx -,-" / � / , ____ \ 11/ / I I / - I- _'_�, ' I __1 \ BA / - - I 1 1 C___ _�7_��_ 1 , � x 1 / / / , / I---' ____ /1� "-- ,-' __,�;, � \\\ X 7x / 0 / I \ t � � PORTIONS OF -EX. DRIVEWAY / \ 11 - - / ,/ __- __ - '�__ - _ - ,� � / �/ " / Z� , \ I-,- ,, I � �� I - 4� � // / �"" _,-1- - I /�_7 _:_-- 1,5 �', 11 11��11� Z \ ( ,/,/,/��,____�____ -1;-Q, 6 \'�, - -N / TO BE REMAIN �.ND TO BE / t / / / \ / / �>v 1 / I )X - - -11, :_ ------- � \ �, "-Z -,- � I , - TBR; / USED, PEDESTRIAN TRAIL / / 3, t -n - _�___ "I X k 1 _- - I -_ ")�Ij�_ � I / , \ � ; X - / ,\ ,� / / \� � �', " _­_ ) -,- - - / / ;<,_,�P* -(P, \ � / ____ ,\\\ _`_ )\ ' \ ) 710 "-/-/'Z_" ,Z 40 � \ / Z \ \� / � I" , \1 TYP. / AND MEANS OF EMERGENCY / OPEN PASTURE / 11 I , � , Z ) \ ACCESS TO REAR OF SITE / / // / \ G X> '5 � I11\ --­ __ ---- - � / I_ / 0 i \-Co '�.3, � ___ - ,-/ Z ------- N ------- / ', �S,--- i , ___ ___ ,�/ -__�, -__1 I \ ,Z ,- I ­--�, Z 65,, t / ­­ __ .. ... .. __ / \ yi, /6 j � / , __ __ _` ____ 1_­�< 1_1\��_ , \ I ___ 117 _- , / / I I - " I _ -----, --- -_ � - ------- \ / _ / � - _< 13 \� _\ /1, � _1 /------ ,---- ___ / i� ", - , . -­ , , �, - , -----, / 1// ,- - /�yj'� ii_____ - / - 14 1-1b , - 0 � , � _ , ,:1 / \\\�­_---/--, / ) t -,- - I / �,,, \ �", _111_,­�___ ---/----- _____ __ �, \ '�� __ 1� / / ___ / \� _:-/ , :/____ - \\\ I // I/ - / � I .11 _ / ____��_11'____\,__\__ - � -----. / \ 11 () P: / - //--- - . ,�&_ / / / / \ n /41 I I �\ -, 1�--- - - / I" I ­ (_ 11 / ---------- - 1--_1 -- 28 - i I/ 11 Z � - '-\ \ - /I / � I * � � I 11 t �­7 X //-,-,---- 7v--------- � t, ', / I - , AM ( � `t / / , -, i � I I I / � , - - / , I / / / Z / � � 0 /,�_- � _­­­k\:�� "__/_11 // --- / ,a ___ / A , ___ \ �,­ --------- I -_�- X � / , /I �_ L_ �z t --:,,, - PRIOR TO CONSTRUCTION: / // / / � ti I- - / / /, � /' - ,��_�_,___ --- _�______­_� __,__-7 \ -___ , � ___ - __________-___, t THIE CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING BEFORE / 11 � --- I - --- I -_ --------, �, - 7-- _� \ / /, " -_ �_,�/ / ,-' ,---- - / / I I � 11 / // � - I ___ - / -.-- X � ,/,:�f�__ - � // / \ /. / �, /X /) , / / � \____ - _-21A `___---_V 1 & \ / ­­ --- _N__ �, ­__\ � � ,Z I � Z -4 r- \ DEMOLITION OF BUILDINGS. / _ �� - , I "/ \/ Z-11 17 ----/,.-/ , / \ � 1, / � ____ \ --,-- \ 2. CONTRACTOR AND ARBORIST SHALL DEVELOP A PLAN FOR REMOVAL OF THEf/ "�, " � �1 - " � i ! I , � � \,\\ ZZ "�, 1� 17A ___ 7/ 1 / ____ �, ­­ 1/r 1__�` � -.-- 7 / \ \\ - ELECTRIC / \.\� 's . � � - X i / -�,� , �,'/ __-_1________, I // �(, - -I/,--- ,�,',� \'_ 'I / - / 29 \ I TREES NOT BEING PRESERVED ON SITE BEFORE START OF DEMOLITION. / 3Q / C / :��_ \\ � I , I _ � "�, ___ / \_1 --' I I \ , \ �� -___z - , , - � - I , 3. CONTRACTOR SHALL TRENCH ALONG TREE PROTECTION PERIMETERS TO EASEMENT 0 , I.- / ,________, �� / ", ___� ,,­' -�,.,__ [,-� -------- -------- ,7___ - ,�, A I � X � CUT B. 747 Pg. 532 1, I I / � I ROOTS AS INSTRUCTED BY THE ARBORIST. P_ I _-, I k //`� I / � " - , N) - � - 1 ____ -�l Z` 'A C P / / \ I--,,"-,\ ----�---­------)/1 2 _/ ��' ---------- " I \ � 1 1 I I 0 , / - I I ­ 7 �X_ / - -, I � I (' _41 / ____ _­_ \ / \� _*-- k @ 27k � ­ 2' __ i 4. THE REMOVAL OF TREES WITHIN TREE PROTECTION AREAS I i /' W � / \ -----, - \ // � ) __ - / I � i- // , I , di / / / ) / / Z rt� - __ ", - '�� I (2A,5A,24B,26,36,37,39,44E) SHALL BE BY SAW AND STUMP GRINDER OR AS f, i / / \)�_ I � (� I - -- \ \ - _� , -_ __ J ,� ---'------------3G ,_ / �� I 1 N) ( ----- -- �_ \ / 'If -I ___ � i � G I / � i = / / -_ ___� __ --I - Vol \ OTHERWISE DIRECTED BY THE ARBORIST. KEEP CHIPS ON SITE FOR USE IN � � / IX � I , 1 // / / '8b'�' � , -n--- 4n /2 / � \ I __ /­ , / / / i ,-, 1� - HERITAGE / 00 Al I I I I / * / �, I �, HALL / �,�-,,l � i 1 I I / _ % � � � 1 i 1�1. ! 11 / An�l I I I / I - . I;�r-p I /I I Ii I� ��� � 1 1 // I// ,� , �� I i / I I : 1/1 I I 1 1 , 1 I / / \ ��,,/ I I 1 I / I I i i / EX. \ 1`7 1 1 / 1-1111111 I ASPHALT I I I 11011 � ,i PARKING "fvp � I � / - i i I I , �� I j I I �Y ; I 41? � \ // "" �', �,� I \ I t � � � "�,,� � \, � \ I ( ) / \1 /1,1 \ I . � i e \ ay I � � 1 � / , , \ , '41-F � I ! \ /� " I.- I � � ( ( �/ 11 \ \ 11 "il 1)� � � I I \ I I \ A I � 1 � � \ * ) � 1/4�/ � I � ,,1 i i I I AP I , 1 , , ,/ ; . � � -� 1, 'I � /191 /"r \ L� I I I � � � 16i� __ , �1�,I , 1_0 1\ I . I '10 (_-) ,( , i 1 1 \ / j I I i I I I / \ , ( � I , o ( \, � � � I i l ! , \ " 11 ! �___ i I 1 , I � � / � � , 'I � � I 1� � , � �, I I � � � I. i 1 I � 1 � t I � 0 \ \ / 1 11 / / I / /, I/ / I � j I 11 , _­_ __� - - , / / __--- _ - - / / I ___ I,--,' -- _____ 560. 560 __ ___ ,_ _____ 1� i / / ----,- __._ // , / / 1-11 ! ___� __­ "-/ ( ,570--- __ ___� - \ \ \ \ \ ___ , � , - #I- - , __�,_ 11 1�, `� � I ____ I _.___ - - 7 _______ __-_7-_- _�,� I / I � ,I / / ­",, , "_ , - __ - I .__ - � 7 TREE PRESERVATION AREAS. \ _ ­�- ----L--:� j , 0 - V � ____ \ - ---:-. ?,�__ _,Z\--�-- I , �\ \ /� /�._, I � / ___ �� , � , - _� , � . OVERHEAD ELECTRIC LINES AND _____ �� ,�-------�' - � / I � �\_�, -�,�� � � \� I / _:� � 1, , -� -/BREAK FENCE AND / 19 �",� I I �, -1 47 �,__ � ­ - -1 ___________ - 5� TREE PROTECTION FENCING TO BE INSTALLED BY THE CONTRACTOR AS TO BE PLACED 11� // - / \ '�,, � - "-\-\ t � --- " �, - \ / -_ OTHER SERVICES,' � I _-\ ____ , � " \� � INDICATED ON THE APPROVED FINAL SITE PLAN, UNDEkGROUNDA/LO / '\ � ) I " -, , �_7 /�, ,__�/ 11, A \� / REMOVE TREES/AS / � * 1� / �__ _�_ ---- -, I -----, 1�,,- - I r-- " � I \ NG FR6NTAGE / �� " A)' / 1- -- �72-3-- - -- - -��--­ V 26 1 --- --- 1____-______ I /\ \ � _X � � NECESSARY TO PERMIT , i / , ,` // \\ ­ I I 1\ '1_1 \ , � 1 6. TO AVOID DAMAGE OF SURROUNDING CANOPIES, SOME TREES IN WITHI'N EXISTiNd EASEMENT. ANY / I � ,�- , \ i � ­ -, � \ i I / 11 - 1_�, / // , �' 'I- /, �\ I 11 I \\- " �, // '� � I I I I I � , , , / \� I � i I i � / ­__ // �,V, /,-, `� / / \ " � � t \� -/31 CO, AND EXISTING POL:,8/PEDEsTALS/ETC. / / � t � i THE SEWER EXTENSION / " " � ,�,/ CONSTRUCTION ZONES MAY NEED TO BE BRUSHED OUT BEFORE FELLING 0 -1 / \ ­ "' / \ I/ � 1-�,� �// � I i �� _-, / / I I -;,- -- ,---- -, , / - 0 / , � �, REMOVAL OF STUMPS WITH HEAVY EQUIPMENT. NOT NEEDED HALL BE REMOVE i I --- I - _,� ___ , �, / __1 � il___ _-, � - __ - / � f �_ I 11 DURING PR CESS / I I � � -- / / / � X I/ --\-),,�//_1_ ��� I I/ / � I � , �, 1 7. THE ARBORIST SHALL ASSESS TREES FOR HAZARDS AND INTERFERENCE WITH � / \ /-- , I - __1 i,_ -----_j �t - I , C / � _� - - / , TBR- I �, �'11_____'__I _,- - -,- \ , ­ �11 ­/ �­ ! , CONSTRUCTION ACTIVITIES AND PRUNE AS NEEDED. . // / // / / , ,:�% � / / j 24A� --.,024 19 --j _____ __ ______ - __ ,,� 32 1 / I � \ / , , � ______ � -_ _- 1 T- ::��____ - ­ �___________�\ / / � ' / / UP ) / 1�1�� TY..' I - ---,- , -� > � / 8, THE ARBORIST SHALL CONDUCT WEEKLY SITE VISITS TO VERIFY COMPLIANCE / / , ! 11�1_1 OPEN PASTURE / � __� /,", i , Z __ , \ \ f , / / / / / i - / �_ / _-, - - _\ Z - tt­ - ______ ---- - ---- N �\ /� , WITH TREE PRESERVATION POLICIES AND TO EVALUATE TREE HEALTH. / I/ / // � � , /________ __ \ \ ll� � ., � / / / \ "' / , "" ,�, , , -, / 9. ARBORIST SHALL CONSULT OWNER AS NEEDED FOR ARBORICULTURAL ISSUES / / �, t i rs \\ __ � ,,\ _ I / \ ,_ -1, �_ 11 / I i " / / ,_ ________________ 1\ il X)�\ / __--_7 ----- - �, _------, / THROUGHOUT PROJECT. � a i "_ , - \ , / -Z � \ � 1 \ \ ­--, '\� � / EX. CON�CRETE iEWALK / � / �, �/<, , \\� ' �,�_ �/ ' ___ - I/ "_� �, \1 � \ ________( , �\ " 11 10. FOLLOWING CONSTRUCTION (AS NEEDED AND AUTHORIZED) THE ARBORIST � I TO BE REMOVE FROM T�E 11 ! - " I \ I I t �--` 0 � i �_ , , / / SHALL: , I � � i I- -_ -, . I \ 33A ,\ \ � -- - I �i / / Z' X :-, � \ X \ / - .�x _ _ I lz,_ ___,__,� - 4B / "I/ ___ _�_� \ ( \ I � � I EX.ENTRANCE ST TO THE �/ I I i � © �, "I / ,� -, \� ,/ __ - --Z I a. FERTILIZE WITH ADDITIONAL MYCORRHIZAE AFTER FINAL GRADING IS i FIRST iENTRANGE TO THE I � I i ) � / ,X , , ____1 1_`� --�,____ --' \ _._J� I __-1, 1 � ! "I � ) I (I __ ----- ___ �t_­ i W i �,, __ �_7\_�_ , ___ - COMPLETED. THIS MAY BE DONE IN DIFFERENT AREAS AT DIFFERENT TIMES ' � GARDEN SPOT �ND EAT TO � - / � " / ,-- I i �_ I i I ( , I - � __ __ '11� � i -, - --- 33 � IF THE PROJECT IS COMPLETED IN PHASES r THE PROPER LINE ,1 � i / 1_____ % -\/ __ / i " � / , / � i / ----.- \ \1 // � i ul / / j / �, _1 1, . I I . I- I I / \ i i i 1 / 1� 1, " � � t ,I J / � �1 ,__1 \ I � zt� / b. PRUNE TREES TO ELIMINATE DEAD, DYING OR INTERFERING BRANCHES. I I I 0 - i \ � / � ! I i I i / 1 9 ,11�1 \ \ / �. A , , / I I / / l�,�, ___ - � \ It I � � i / t 11 I / � � - ------ S8-, --- � � , // \ c. ARBORIST SHALL INSTALL LIGHTNING PROTECTION IN THOSE TREES i I / I i, 1� ) � / / I / / ---- - I I . I / / �\ \ �// I DETERMINED BY THE ARBORIST TO WARRANT SUCH PROTECTION. / M / I , W 1 ® 38' 11 1_�` -- -- , I \ i I I / \ I ! � -- /I/ / \ I / 9 / _:�,­ ­_ 1, , , � d. IRRIGATE IF NECESSARY TO SUPPLEMENT RAINFALL. I 1 i . " I , ( ! (PROD. # 0631-0 LU . \ �\ �/ � _�� / _� \ 1 `3 3B / / \ 02-18;. C501 � 1 / \ / � \ /38A � I " / , /" e I \ k e. ARBORIST SHALL CONDUCT REGULAR INTEGRATED PEST MANAGEMENT I VDO� DRAINAGE ESMT- /(- ME- - \ I � \ --­ I _ NT � ) � \ \ / / _� / \11-7- _ ­�� �__ ,/ ! I , 32 � I / / i I TO BE ADJU$TED/APANDONED k) 4 co ------------ \ \ \ , / - \ ,�� ___ \ , i -11 11 � I/ (IPM) VISITS DURING THE GROWING SEASON FOR A PERIOD OF 5 YEARS, I � � /C) /--\ 0 1, .4 , - - � \ __ / \ ,@ __ , ��_ 0 li / / X I-,- __/ 1 - 1.,__�,_:�� � Z �- / ­`� - \,\ � /,�, / I I - � - ___ ---- �, , _y _7,<, - ----- \ � --- \ \ I / � STARTING UPON THE ISSUANCE OF THE LAST CERTIFICATE OF OCCUPANCY I I (�"\­ -\---, I \ \4____ >-<----: ---'-, -I' � -6\35/A i " _,�___ // \ \ - I / � / I 1// // )/ --�,\\, \,�,� 1 1Z /___­ r � / I \%\ _11­____X_�_^� �, /I / / WITHIN THE PROJECT TO INSPECT FOR INSECT, DISEASE, NUTRIENT OR I I 11 / I / " 40 // \ ,� __�' 0 .,� i I _­ _� � � I/ ENVIRONMENTAL PROBLEMS. i EX� ENTRA�NCE L----- /( _� 114 I / / � ,-Il�--.---,--.-----,,,-,-,----r- _____ _---_­.- ____ ' \i - I 0 1� & / I 11 i "I ,,,/ i � !/ ___ � � __�// (9 /� - / AND CUL RT TO BE \ WM / , / � - \ 3� 1�� 77 __', , Z / I // $ I / it I � I / - � : ONCE NEW ( / � i I "\ - - -,- __ " \ � � R�MOVED / I " \ _ ,Z , � / � ,�, � I I � ' - - - �­__ � � / / / / I I I I i / � I I 590F' -I \"/ ------ \ - 11 __ �, / I E, X40A 1 / �'__ ( /��V,-) ,� / "�X I \ \ _ ­ I" /�E IS IN P/LACE 1 � ---�/� up " ' \ \\\ , ,Z/ ! i \ / \\ I / I / \\ : �� I 11 - ---- ---- - __- /I ____ -;7 \\\ 1 " - / / / ECISTING OVERHEAD LI SAND P` I OLES MA BE I � j/ / \ \\ , .. / \ / � "', \ / ) � . ­­­ - - - / - - ------- , ��,,- I !I / A'/ / CENT I I ___ / < - �, '9�RVICES. ONCE THESE I ! j 1, W / \ / \ EL F1 -6DA 1 // , \ � / , ____ - - ---- / \\ ,��, _______1____________ �� I/ / / / _ j � I \ , \ / � � - '-�, RANSF,7\-,, �",, 34 \_­ / USED FOR TEMPORARY , I / // ,� , , � - - � I I RE NO LO THE uj \ - --'T- \�\ '1� ,� I #KB92 ____1________ -_ . . "�, � 11 // / .�,OER NEED THEN E i I � I I I / a: , I - I ,�, ,� I ­� __ - __ I � , FIRE BACK TO RIO ROAD AND ANY it I �1' 0 11� \X , � "/UP W/ T _ � / * Y AWTO B / ____________ _1 36 1 // � X I/ 11 ; I , 2 11 � \__ � � --- / 1�1 / / ASSOCIAT�D EASEMVNTS ARE 'TSO BE il I J / 11 ( I I / , a jEF \ \ ___ / / I / I i I i t I I I / / I / �I I �, --_ , / I i _ / I i \� ----,\ ', ..... 0 / / _, I i-"-.--- ­ I W / I --- \ / - I _____ ___��_ �- W ESS ,' � 11 / ) � = / ____ -1 OPEN PASTURE 1_0 EST BRANCHES OF EX, LI CYR / .1 / I I -.---- ____ __ --oN_;_ , " RE' I--,' X / HEDGEROW TO E�E REMOVED` TO ENABLE I / �/ \ _­­_ --- ______._ -1 / I I I 0 (11 / I \ \�_, I/,"---- ---,---- I OHIC_ _ _�_�, X // / INSTALLATION Of: SILT FENCE JUST UPHILL OF / ' / ) ; / / / � I I tp / ____� 9H,� / TREE�TRUNKS.�41NOR FILL PLACEMENT UNDER I i / I �___ __1 _U_P_,1'_,_ � _DRIP'LINE MAV BE REQUIR�D. / I // /EX. FE/NCE TO BEEMOVE`6 /-- --I,' / \ \ �_ ( X ___ ___ ,____� / / - / , . , ,---., - I OHiE� Z i / Lj 11(90 _ I / _ / / / / UP RIVER \ __ \----- � ' _­­ __ - 1-11, -----_ , / 11 /I F = , \N - __1' zo�fp / ///- / / 11 / I / I I / / / 0 11/ - - ,----I-- I / / -1 , --- f---\ -_� �� ----/- , '49'18"W / \ ----- - - 36N - I I OHE �/x � \ \ -----. _____ - ___� � � ` 1__* /1' / � / S46 - \_ _ ___ \-,,,,- OH'[F __�=� UP / , I , I ____ _,_ --- / �, \, - - - . - L - - \/ --- \/,/ - /V I \/ 1 I , V__2_ \/-z - / 11/1 _____ - " ) � � � I = = = �IIIIIIIIIIIIII = M/ \ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIM� III N 0 1 \ \ -I------ ,---,- EX. TREELINE; 1�_,__, � '1� I x'� _. __ - . I I , N / � I � � � I- I- 00 / EXISTtNG FENCE TO BE REMOVED ALONG TYR ,� _� X ' _�_ _ __ ____ .--- - 570 __ ___ - I- 1_/ -C=,-- i/ 354� 51 ) __ _____ _L-INE AS NEEDED TO COMPLETE SITE ­ _ - - _ ___ - _____ - __ _____1 __ ___ -, �__ -- - _____ ____ -� _\ _��� PROPERTY . ,,-- 34 _ -GI--- ---I- _ _J//__� I-- ------- _ ---,-,- " --' �, Z �,� � --- 7 __ _ ---.---- __ -_ ___._ _. -,-- 1�_� - - A \ -,�\ IMPROVEMENTS. FENCING MAYBE ADDED BACK ,�, ___�\ N 1, ,Z - __ ___ -----, __ - . ___ - _,----- , __--- i",_. � ___ -1 --- ,-,------ ____ ____ _­ -_ , - ____ --- ____ _�: �_ - -- _1� _____ - 11 , . I - - - - -- OH --- __�__- ,�\ --I---- _550_,�, \_ �, i@ -_ ___ I--,' ,- __ --- !:Jl /, - -_ 9pliz -_ __ ­ __- -- -- ___� , I ____ AT OWNER'S DISCRETION -ALONG THE SITE'S _ \___,'\__,/ - 1_� -- / ,- ___ _­_____ _____ ---,-- -­ ___ � -) I .___�_ --- - Z 0 cf'J 1Z - ­7�-_� -_ --560- ------ ___--'-- - - -) , - PERIMETER ­­____ , 0) " /,// / � ___ --- - ----- ____ ___ -LP ----- ,-,--- --'-- --r -- -- -- L-, - - � ____ ______ -_ ______ __ --- P -- - - 0 - I ,_1 00 __ _____ 'A ,_ - �_, Arl - - � , T' ___� - / �_ Uo ___7_ - --I- 1 i I (, .) �_ S) - - 0 1 � � - 7" .- � - �, di EX. CONRE WALL i I I a , � - i ­_ - ,Z 1\ / i � - -7 - � _ i ____1 I _ I 1-1 �, � i � � 7 \1_ _ _ 1 34 / / I , I I I I -1 . � i ----,----- I i I ; I i I OH C, i i I - 1� - I I � I i i ! i � ` 16 \ /I _\ I � � i I i --' I I I � &. - e i - I � - )URZ-� / / �-- , I i I I � I A up � __ � (in) I" / - - ) I i ___ ---I , I I i . q \ � = I I Z I i i I ! 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ASPHALT P fNG TO BE REMOVED FOR ------ 7 / I TI � \ ,0___ ______ __ � / ---, TTW �1_aT ,\ ____._ �__ / // 1-4- �:�) I),� . -'44 4E ,S46049' ,'W_______-------_/ - ----- 11�1 �____ --/-/--- _� / ' ---44B "__ I ____._ � Z _OJLO�) INTERCONNECTION � _____ UP \V I Z ( W _=_ __ RE = - M I � - - , � ( - ___1 � � ___________ I �� --i1---0WM­II�- IIII�IIIIIIIIIII� � W.- W 1 . *Ni�= / / / � 'T , - el 0 11__4�� ____ ------�----,---.----------.---------------F - I )�� 1-, **I--- ___ �, _--- -�­- 0 A�11 \ , __________-____________1 4 -1 I -----, __ ____ - __ ) \ - / i 71 ­ -_ I I ,--- _____1 I --- - _� - / ­/ " Y_ - 11 \ � / 11 / ( � / � I - - ,�� I I I I \ \ ,�-, i --.I------- ______ ___ 11 ---,--- I I / �,__ \ \\ �_ J , - 1+1.) ___ , ___ __­ - __ ON, , 430.51 _____ - / _�,"­ ----------Block Al I Block Al I � ­ _-, __ ___ ,/ ___ - / ( ­_ _ - __ 1�1 - -A - - �� -7_ -.I'*::. � � - I � --.--- I / 11 - /-, ,_/� ` _____ - __ /� / , / -I--- i�)., ------' i I Z � ___ ­ - __ _ ______ _ --� ---- - - ____ Y ____� LP / \\ t - \ ___ - - ____ - - __ - - I -_ __ ---- --- � - - _­ \_ - , I ­ - w ( - ____ '.��/ __ I I - �--- 570 __ __ ------- ____ __ I 11-0 TMP 61M --,12-1A2 thru 1,A6 i TMP 61M--12-lAl I , `__71 , _ 2 -'I- - _ ,------------,-- ! / /-- ____ __ ____ ,------ - ___ - - - t I I - L -9-A - ___ _______ ___ .--.--,--- / E R k�AA R-­CR0 ------- I I ____ / . I - � - _____ ------- - -,-,---- ___ - __­ / I --.,------ A --� 0 _______��____------_7__-_ ____ - �' SSING� BERKMAR CROSSING - _____ ­_____ - / (I B ---- I---- 1 --__ __��_---- ---- _-, _____ - --.-.--- __ i � , / - / \ ____ ___ -INfUl -9-AS- I __ - I �_,�i /// // /,'�', -_ - -_ ____ -___ ,---I--- -11- ____ _.� / 11�101 --- CONDOMINIUM ! 'i --- ­/ ) I / I / - __ __ _____ __ --560- - - - - - __ / I (IONDOM I SOCIATI � / \ \ \ I � � , , - , I- I - _� ; I � , �,p II I I � I � i � uo- �I I f-%1 1-5p C)5q_,-_:�_5--5 , � ,-- It ----- i W �, t (P I � I -0 � 1'1_� i am: -0 '; 11- %ft�. I `-, I , I ", � �_ ,I 1, 1 �,, .1 1, I i -_ i I i i _� j FHA I APPROXIMATE ' - * 4 LOCATION TO END 1� , 0 i EMO, OF EXISTING 11 I 1 SIDEWALK �t I -�. 1 1 i I I I I I I I 1 N"�, 1 . - � i 4 I it i I I "I I I 1 N111 I ) � � I I I N�l I i ! 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Plan: Community Servi / I "P9, 1, -� ,�., Irl -------7---- \ I 1W __ e E -K) T 06-2 - ----- - _______­__] co/ Use_:��_-r -ercra-I Off i e ---------- _' \/�_ � " . , w or Formerly I T 4P_1� M -0 6 -1 1___1 " \ lock F1 I BI_ock1Ff1______________ / Coi - Use: Commercial -Office i 4,)\ '4-1 R_\ A -A _______S�e__C,h_a_ / ------- � / -,- \1 I - , -- WILLIA . THOMAS OR RA EL I i TMP 61 M- 13-2F1 thru 2174 � TMP 61M --13-1F1 thru FS I rt See Chart � � �11__ _. 1 LE-tN S. - , _------ � � PREMIL OR RANKA CETIC I � ow,o-r rly / � � i----------------- J, _______1 I ------------------,�-�----------------- M Now or Formerly I KAT \ j - - ____ � T. CASTILLO I bERKMAR CRO SING CONDOMINIUM � BE KMAR CROSSING CONDOMINIUM M 4 D_,�/ 1_.______1 D.B. 2301 PG. 366 // D.B. 804 PG. 52� I � cc) �__ I ` I ASSOCIATIONS ET AL I ­__ \ / I D.B. 2829 PG. 593 / i ASSOCIATIONS ET AL / \ I _ I I I F W.B. 72 PG 14 1 1 7 , I ______ � _____ ,�_�_____/ '" -] W.B. 72 PG. / i i � 0 / / I___________j I 1 -----------Z-oned: R2 it Zoned: C1 . Zoned: C1 p �-­__ I � � / Zoned: R2 I \ I I I � j Zoned* 2 i I � I ) 1 i: I .4- - << � I ra Com- . Plan: Neighborhood ensity Comp. Plan: Community Service Omp. Plan: Community Service I SING \ / U , 0 11 _____ BERKMAR CROSSING I I � Comp. Plan: Neigh orhood Density Comp. Plan: Neighborhood Density � . � I/ __ -_ � , ______� --------? � - ka 6 i Use: Re idential i Use: Commercial -Office � Use: Commercial -Office _. ---- - - � /X) I____ Use: Residential � i . "_ -,-- . .� 1, I � I i Use: Res ential I i - _____? -------,- � �, I � � ­-----,__,, See Chart See Chart 61 / * � / V [-- I _____ [-- . --V-------------------------------------- � SURVEY DATA: ADJACENT OWNERS NOTES: TREE INVENTORY: 11 -1.11. - ­_ 11-1-11--, __."".- � ".- '11- - --1 - _-1 1-1-1 ­­ 111-11 I -1-11-11-____ 1111-1-11-11- 11 - 11111-1-1-1 I � I ; I �� Tax map & Parcel Owner � D.B. - PG.; -_.- 1. PHYSICA1 I ; t � "I", TOPOGRAPHIC & BOUNDARY: . � i 1, THE PROPERTY LIES WITHIN FLOOD ZONE C AS � !Anthony or t � ; � ROBERT LUM, DATED 6/30/03. �61M-12-`IAI I r Mary K. Valente ; 1613-447� SHOWN ON THE FIRM MAP PANEL NO: �"".1-11 � I � Z I I ------ 'K6W--,-----.--------�-.-�-,�----,---� - --,-- _30_ 4 9--506i 51000602308. : 161M-12-IA2 � LLC � I �111­111­1­ I'll--- - - -- Z I 1 3 ; � 2. ADDITIONAL SURVEY WORK PROVIDED BY "dik�_1-�_-i- -- - ­ " ­­ , MTS lnmes�tments, LLC � 3072-660� ; � I i THOMAS B. LINCOLN LAND SURVEYORS, DATED r � � 2. THIS PROPERTY DOES NOT HAVE ANY I �6iM_­1�_--iA4- - - '' _'" ­fbtMR&'1_ LLC..,-.. '__--_'__ '--'-"- ­­_­­,_ -,-- I -, i�43­-,35_7; 5/31/07 & 11/15/07. DATUM: NAVD 83 (STATE ­ -1111 I- ____1-1--_____ _'__,___,______, __ ___ ... .... __ _-, ­­ - ­­ � ...... _­'', 3-", __,.__­­­ - ----- � CRITICAL SLOPES. ; � I I i �61M-12AA5 ,'Stephen VV, or Joan B. Hackett -Scott t 1606-439i : " , ________ i 4 PLANE); BENCHMARK: TOP OF FIRE HYDRANT; . ... ___ ... 1-1-111- 1-1-1 1-111-1-1 1-1-11-1-1 ­­ �­­-­­­­ ___­ � c I i - '_ I _2- -- I A6 0EMREP, LLC : ELEVATION = 566.50 ;61M �- ­_,­__,_­­ i � 1726-2111 3. T.B.R. = TO BE REMOVED �I 11-1-1-111 -_-1_11 �.I.-��-1-111-1�,�-,�-�111.1�.-�,�I --_11111 - ­­­_ - t Lawrence ­­-­ ­_ _' - � i TYP. =TYPICAL I � ;61M -13 -IFI � IL. or Priscilla Critzer i 1521-280� � :­­ I - -11 -1 - 1-1- I � 11 ­ - "Ill.- --- -­­­.. 1, ­­ -I----"- --11- ­­ -1 11- ! I . t 3. CURVE. DATA: ; 61M -13-1-F2 'Russell L., Jr. or Jeanne C. Miller � 1533-295i : -1-1-1 11 - - ­­­­­ . ...... .... ­ - 111-1- _,,-,,-,-,, 1-1 1-1 ...... -"-,- . I C1 = (R) 2648,37- (D) 4-32'14" (T) 104.92'(L) 209.72' � ­_ - i --'-- - ___ - I t . 161M -13-1F3 'Kenneth L Dams q 2662499� � i j - _; -- - ----- - ____ ... ... .. .. 111-1-11-1- � � � - ' " � - " 1528 -241 j i 4. LEGEND: 1 '61 M-1-3,-IF4 � Daniel andl Graham Spencer, � iI SOIL DATA 1_1--1 I � � ,� . -,i-,-,j�.--",--,-'',,-,-,--""-"",- ­­­­­i�� , � _k6ss�li or Jeanne C. Miller t z A61M-134� ' ! -11 ; I � � BG =BLACK GUM C1HR;z CHERRY � �_ -11 1-111-1 I ­:��_­ 303' - 27B ELIOAK 'LOAM, 2 TO 7 PERCENT SLOPES . I � HEM =HEMLOCK LOC =LOCUST � IM-13-2FI 1' Joel M. Schectman or Lisa Draine i 82-303 t _ _ _ I ----- _- - -1-1 � � - - __1_ '" � _�, - __ 65B PACOLET SANDY LOAM, 2 TO 7 PERCENT SLOPES , I I � RO = RED OAK RM = RED MAPLE �61M-13-2F2 �' Montie A. or June M. Pritchett � 2460-121 �� 65C PACOLET SANDY LOAM, 7 TO 15 PERCENT SLOPES 1-1111- ­ - 11-11--l- 11 � _­_ - �1-11�.-,--�"".-""--,-,�."-��', ___­ ---------- _'____­._­ ­­� 11-1 --_1 ­ ­­ _11-t . � I I , VP -VIRGINIA PINE WAL =WALNUT � 61 M-1 3-2F3 . Dhanvant H. or Devyani D. Goradia 1 1901-39f T Mlkto ­­­­ - ­-,­-'_­­ -111---11,11, ­,­-­­-­_­­­ _­­ � 1.1-11-1-11-1.1-111 ­1� 94C WEDOWEE SANDY LOAM, 7 TO 15 PERCENT SLOPES � � � �i � I WO = WHITE OAK 4 6i k_i_�__�04' ­­ - - - " , LLC t 1700-147�: � - � * \ I" I IN, T"DRA , P.C. I CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 1 P11 434-295-4005 FAX 434-295-2103 � isv,yu 0�r I t A. � 6� � �, I �, 7 Alan G. Franklin It Dc. No. 36326 I I;d )�q 'O �Z_4, � 1; NAL � I V,TH O -r V, A � , 7 Mark E. Keller t-11 Cert No. 0239 I - ?I C-) � IPC4PE N -Sc SDP #-. 2008-00101 SCALE. 199 = 30' ISSUED: 6-23-08 DRAWN BY: SWE REVISIONS: 1. 8-21-08, ACSA COMMENTS 2, 9-22-08, CO./ACSA COMMENTS 3. 10-15-08, ID SA COMMENTS 4. 1-15-08, REV, BLDG A,B,C,D & F 5, 3-2-09, ARB COMMENTS 6, 11-13-09, FINAL CO. APPROVAL All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. @TERRA CONCEPTS, P.C. MEMM10 OF I .0 N1-0 ____ ).1) 11 11, 10 CO3 16, 011 \ )5.K, I I HERITAGE HALL .0e, SPOT ELEVATED DECKS ' (BY BUILDER), TYP. R=2' LS% 100 � � * 10R=1 �cA ♦ 4000, 2 P. ' 10 cr. • Ik 3 ; 0 Q rLr SE ;. N 18°4 '29"E 34.97' 10 PHASE 8 • •' -• _: \7 t r ,- LOW 27 1 c _ a' GARDEN � � >`\\ �� , 7 RETAINING --..., r 7 r 7 WALL/FENCE; 45.97 WALL TYP. r15 ;�I> � p,r��,�,L a STOP ;_, / WALL i FENCE- TO BE �..-�' ,7 (R1-1) } LOCATED ON THE LIMITS • �1 ��� BETWEEN BLOCKS 1 & 2. R`2�`�'`� BASE OF WALL AND RISER � . / • ..u� \ INTX R=10' PLAY EQUIP. , COLUMNS TO BE CG -12 BRIICK-VENEER MASONRY - Cry / TY 'C'; TYP. 6 TOTAL HEIGHT. BLACK p _ F 20` -15� ' R-13' YIEL'9 :\ METAL FENCE PANELS TO z • • PLAY EQUIP. (SBE INS \ T T { ALLED BETWEEN <s PLAY EQUIP. X 2$ COLUMNS. SEE SHEET 9 Y a \\ \ 3, : ... ° � ." • r�� _. ` _ {.:. FOR DETAILS. - O c 1 _ t 1�3 PLAY EQUIP. -TYP. > 2 m 2 RETAINING •- R=20' :; .�-�< -z -- _ > �_�-�_ � - - s\ � \ \ � _ ,_ HVAC CONDENSORS, TYP, - z �\ y t A ♦� ( ys >\ EQUIPMENT SH AL L NOT BE VISIBLE FROM THE27 31 A CG 12ENTRANCE CORRIDOR. UJI W l _ TYPE"'C; TYP. Jf\ 'iA �� C U) �_ GUARDRAIL // � - . \ ��\�� �����/ � • ��� -� ? \ \ ���\\;s��' � YIELD SIGN r �' ' 4`� 2' PARKING PHA E 4 % t�� � BE -- A %/ OVERHANG; TYP. � 20.45 I \s \ \\ su�IIR TYP. s ' INTX " TYP. IR=13' FREESTANDING �" \ \. ;� 2� 68.5' WALL; TYP.�� cr a 23.19' _ _.-. \ I - R=30 0 \ fir, z I I„ : • PERMEABLE 7YP { \7 4IB 1 - 31 1 I PAVER BLOCKS 28 g' 1 } < S I IPERMEABLE ; I TYPv3 J LOT 3 , . P. 3PAVNG TY Z (SEE PHASING LIMITS UNITHIN BLOCK 2) STREETI�112'PEIA II 108 t 'TYP, 00 \� SIGN; TYP, 0 W. A \ 14' GRASSPAVE EMERGENCY ACCESS fl4 RETAINING \ A \2 WALL & \ 23 STEPS �_t1 6 p p SIDEWALK T, BE \ \\ 27 g 27 m m RELOCATE ASS A 2 27 ' ' 13 3 'OF THS NE� \ TURN LA E. SE I 1 I �o PATIO �. DETAIL F R ETAILS:� w , 1 I 1\ \WALL 27 l., � UR R POSED 1 � `I a� D I - �i TAP R 1ZS I I SS_ F 1 I A , 540' TO HERITAGE HALLENTRANCE r , mil STREET I 0 LEFT I SIGN' TYP. r - TURN R-2 SIGN C -12 STAMPED (R3-2) TYP may: CONC. rc.. S'LNO�ING - CONC S L �-� •. R-5BAND; TYP. + p TY P ASE � r , I' GAZEBO 16 57 42 I. . .. .. •-� • ... ., .:. _ a � � I Uj I A _ --- I t . �_> _� . BY OTHERS ° � :a !' ' ° d " . TYP ,:' . R-2 \ ' AREA TO BE I HAS,E 4 , __. �.. - --� !N -GROUND � .. — — — — � �� I N -' ,, :�•' ; - I � �. ,' ' � . - ` ��'- .DEDICATED HAS _ �: STOP I kpp O E 7 KOi POND u, P S GN CG -G'' t .:' 11 _ ;TO VDOT oo _ _ ,, R1.1 TYP.. Y 12.00_, . STOP SIGN: � CG 6 .� BY OWNER ; , , :. , ., , ( � . ,a .g ( ) I r + (� , NICHO S C{�URT 13 00 .p UNITS 69 - 96 ,. U + I 14+00 1 00 �. R1 c� y, r I i ! — PHASE 8 i I fn !-12 MEDIAN SIGN CG I II I J, 277, CG 2 TYPE'C': TYP: CG -6 PT. E .. ,. 1 I r Br RICK ._ r." ... WOODEN i ua 2 F p S U SIDEWALK I m ---- 2. �. ... �, a .. , . .. . , �, �- TYPE C. z�1;< ' I BRIDGE r . m ' Z _ I . • R .. R 1°5• „ I Tr\Y : ASE rSIDEWALK; STOP SIGN P .3- — , _•' ft -15' STOP 5 4 TYP. (R1-1) R=25(R1-1) 2 77 13 11 R=5' TYP.`° V. S 5 HIG_ BRICK SCREEN --� 14 TYP. CROSSWALK; , : o,' , l a AROUND TYP. 1 125. I {_ \ 28' �' ' t \ MECHQUIPMENTAREA 12 3 TY r 5 ! ] z �1. \ I I THES 8 t PI=1ASE , 19,2 ,b, o c } x I ° • \{ t :. , 51 � T I p. S ARE LU i 32.5 I � �� � ;-�-i ,> _ , F.�'' 1..... z.• _S } �: ' •`. RESE VED TO (, �- A r (�' \ �\ ° C/i T >li "q I I csi ,• ;: y =. a'' _ �_ NTS tip. HANDICAP j I >" I UNITS 32 - 46 PHASE 6 PHASE 6 Z. a 4- ONLY SIGN; TYP. TER `- J \ L — — — — — — — — —1 I� ? �_ VAR. ACCESS STEPS W1 5 DUMPS 3 I — — — _ — — — . — — ._ — — _ — 'r I '' } �' rs\ G WALLS �. ENCLOSURE rx _ EASEMENT ', r+ Y = - t I tyr__ • �a p.: r v„ 0 4 _ X..� �✓ �.; a _ ._ - - .. __. .S . - � _, \' ? } Z.. _ � ' 7 � -,r ,�, r^r r ,\: +: -�, r � ` `- _-_ _-,� S -' <>�\ �... {. _ �_ ., ! .. < ��.t � E1 : � BUMPER > PHASE .v • m t TYP. , . BLOCKS' TYP. .\... • YIELDISIG - 1 .. 7 21313 SE COI�Il�IE�CIA 1 \X{7. X \ X7 {Iv Alm \ \\ , `()> /\ 2 _, t Y _, \\\ ,_-� _L f}�_-.,_1 r.�. �_ 24.37 0 5 _ ( a R12 r RESIDENT NIT R-4.19 ; ( ) 'U -16 z CENTER M UNITS 9 �\ > ;. \ \ __ a a 3. >s. ,_ J , , t. � OT < 16.1 28.98.. 2D I: �_� _s_ STEPS 0 � I N 1 INTX m . . _ INTX .. a ,. 3a a: � PARKING ' PHASE 1HVAC:CONDENSORS TYP. m. S , z F a z 5 r , _ 1 YIELDSIGNEQUIPMENT SHALL NOT BE S"iATL I _ 2 a, . 2 \ < \ j_ 2 .. LOW t W 20 \ 2 \ \ , �» VISIBLE FROM THE II e. � . , c. \ a RETAINING 1 CONCRETE m.�, A R _ 7 \� \ m ': a .• , • e .a •,�' ,•. '. •:. :• •• & . � •.' • a . •. .. m s 4 , . _{-\ _ , �?, \, .� ENTRANCE CORRIDOR. a a... .. ... S- -_ r.. _ WALLS 1 2 1 PAVING , � s, a � {j r 3-; c- - ; � - � . -z s c rc- - Wiz- f ; , .:. I` . • , ; • : -0 ... • .. ° `' . -� � �� rS r - - e TYP, TY`P. TYP: 20 a. a >-tDI�1+S Ffl 8 .— 4 .• I • ' ao �` C y\ - \ � _� (_j \-� _ Q - 18. < I — iii _ �� ®®� iii`i N■ S46°49'18"W 354.45' GUARDRAIL DUMPSTER CONCRETE EQUIPMENT SHALL NOT ENCLOSURE PAVING— „ — BE HIGHER THAN THE _ _ ------`—`--- 7SOR -------- SCREENWALLBE ^I VISIBLE FROM THE I rn LIJ ENTRANCE CORRIDOR.01 I I in I r * GUARDRAIL R=1.5' ELEVATED o TYP. (0 ( N DECKS N I ' 00 RETAINING PIJAS I P_ Lo WALL I-TiASE, w ( w R=20' ,,n = I s 68 67 66 1 65 co a I a i 16° UNITS 53 - 64 6! 95' LOT P=�HSE5 LOT 1 LOTS Ii f 52 51 50 49 48 47 LOTS E CommerciallApts. CONDO BUILDING TYPE B A C& D C E- I 14 TOTAL 3 8 B N D Condos 14 NA 3 8 3 N E Townhomes 6 NA C N Milted -Use Building 14 NA 3 8 S �N G Townhomes Lots A& B . .. . $_ a 8 w ..,.. _ 4 _..__Y - b..16 Condos 28 NA Loft Style Rental Apartmnts 8 4_ 8 ; 5 NA 16 Y.. n ,! _ Townhomes y _ ( m S Y 14 Unit Condominium Building SFD 1 .._._. NA _. _.._ N_ L = SFD Lots C, D and F� __ NA _ _.__.._._. t 28 Notes: 14 _ 42 Proffered Affordable 6 1 2 on s $ _..._ _... .. _ ....._.. Rernaining Units .. _.. ..._ L ....-_ ._ -. _.-. 22 ..- 12 t .. ..- 34 _ 3 _ � _ 6 i 28 Unit Condominium Building Lot H 28 1, 28 Townbome Style Condominiums� �, 21 ; 21 Lot E i Lot G 4 ILot I; __. . .__._ 5 _ _ .`..____ 5 .. .. ..., ._. ,._. ...,... .. -.. 'Lot J ... ........ _ . t I 6 _ . .. 6 1 Cottage homeI t, n 2 2 LotK 3 L,ot L , l 1 TOTAL UNITS 8 8 28 65 109 'Cumulative Units 16 44 109 { Number Affordable 6 2 8 Cumulative Affordable 8 % Affordable -/o 7.3% Proffered Affordable �a � 7 u 0 7.51able , d ff d Affordable Units Proffered ' , 8 a s` ).1) 11 11, 10 CO3 16, 011 \ )5.K, I I HERITAGE HALL .0e, SPOT ELEVATED DECKS ' (BY BUILDER), TYP. R=2' LS% 100 � � * 10R=1 �cA ♦ 4000, 2 P. ' 10 cr. • Ik 3 ; 0 Q rLr SE ;. N 18°4 '29"E 34.97' 10 PHASE 8 • •' -• _: \7 t r ,- LOW 27 1 c _ a' GARDEN � � >`\\ �� , 7 RETAINING --..., r 7 r 7 WALL/FENCE; 45.97 WALL TYP. r15 ;�I> � p,r��,�,L a STOP ;_, / WALL i FENCE- TO BE �..-�' ,7 (R1-1) } LOCATED ON THE LIMITS • �1 ��� BETWEEN BLOCKS 1 & 2. R`2�`�'`� BASE OF WALL AND RISER � . / • ..u� \ INTX R=10' PLAY EQUIP. , COLUMNS TO BE CG -12 BRIICK-VENEER MASONRY - Cry / TY 'C'; TYP. 6 TOTAL HEIGHT. BLACK p _ F 20` -15� ' R-13' YIEL'9 :\ METAL FENCE PANELS TO z • • PLAY EQUIP. (SBE INS \ T T { ALLED BETWEEN <s PLAY EQUIP. X 2$ COLUMNS. SEE SHEET 9 Y a \\ \ 3, : ... ° � ." • r�� _. ` _ {.:. FOR DETAILS. - O c 1 _ t 1�3 PLAY EQUIP. -TYP. > 2 m 2 RETAINING •- R=20' :; .�-�< -z -- _ > �_�-�_ � - - s\ � \ \ � _ ,_ HVAC CONDENSORS, TYP, - z �\ y t A ♦� ( ys >\ EQUIPMENT SH AL L NOT BE VISIBLE FROM THE27 31 A CG 12ENTRANCE CORRIDOR. UJI W l _ TYPE"'C; TYP. Jf\ 'iA �� C U) �_ GUARDRAIL // � - . \ ��\�� �����/ � • ��� -� ? \ \ ���\\;s��' � YIELD SIGN r �' ' 4`� 2' PARKING PHA E 4 % t�� � BE -- A %/ OVERHANG; TYP. � 20.45 I \s \ \\ su�IIR TYP. s ' INTX " TYP. IR=13' FREESTANDING �" \ \. ;� 2� 68.5' WALL; TYP.�� cr a 23.19' _ _.-. \ I - R=30 0 \ fir, z I I„ : • PERMEABLE 7YP { \7 4IB 1 - 31 1 I PAVER BLOCKS 28 g' 1 } < S I IPERMEABLE ; I TYPv3 J LOT 3 , . P. 3PAVNG TY Z (SEE PHASING LIMITS UNITHIN BLOCK 2) STREETI�112'PEIA II 108 t 'TYP, 00 \� SIGN; TYP, 0 W. A \ 14' GRASSPAVE EMERGENCY ACCESS fl4 RETAINING \ A \2 WALL & \ 23 STEPS �_t1 6 p p SIDEWALK T, BE \ \\ 27 g 27 m m RELOCATE ASS A 2 27 ' ' 13 3 'OF THS NE� \ TURN LA E. SE I 1 I �o PATIO �. DETAIL F R ETAILS:� w , 1 I 1\ \WALL 27 l., � UR R POSED 1 � `I a� D I - �i TAP R 1ZS I I SS_ F 1 I A , 540' TO HERITAGE HALLENTRANCE r , mil STREET I 0 LEFT I SIGN' TYP. r - TURN R-2 SIGN C -12 STAMPED (R3-2) TYP may: CONC. rc.. S'LNO�ING - CONC S L �-� •. R-5BAND; TYP. + p TY P ASE � r , I' GAZEBO 16 57 42 I. . .. .. •-� • ... ., .:. _ a � � I Uj I A _ --- I t . �_> _� . BY OTHERS ° � :a !' ' ° d " . TYP ,:' . R-2 \ ' AREA TO BE I HAS,E 4 , __. �.. - --� !N -GROUND � .. — — — — � �� I N -' ,, :�•' ; - I � �. ,' ' � . - ` ��'- .DEDICATED HAS _ �: STOP I kpp O E 7 KOi POND u, P S GN CG -G'' t .:' 11 _ ;TO VDOT oo _ _ ,, R1.1 TYP.. Y 12.00_, . STOP SIGN: � CG 6 .� BY OWNER ; , , :. , ., , ( � . ,a .g ( ) I r + (� , NICHO S C{�URT 13 00 .p UNITS 69 - 96 ,. U + I 14+00 1 00 �. R1 c� y, r I i ! — PHASE 8 i I fn !-12 MEDIAN SIGN CG I II I J, 277, CG 2 TYPE'C': TYP: CG -6 PT. E .. ,. 1 I r Br RICK ._ r." ... WOODEN i ua 2 F p S U SIDEWALK I m ---- 2. �. ... �, a .. , . .. . , �, �- TYPE C. z�1;< ' I BRIDGE r . m ' Z _ I . • R .. R 1°5• „ I Tr\Y : ASE rSIDEWALK; STOP SIGN P .3- — , _•' ft -15' STOP 5 4 TYP. (R1-1) R=25(R1-1) 2 77 13 11 R=5' TYP.`° V. S 5 HIG_ BRICK SCREEN --� 14 TYP. CROSSWALK; , : o,' , l a AROUND TYP. 1 125. I {_ \ 28' �' ' t \ MECHQUIPMENTAREA 12 3 TY r 5 ! ] z �1. \ I I THES 8 t PI=1ASE , 19,2 ,b, o c } x I ° • \{ t :. , 51 � T I p. S ARE LU i 32.5 I � �� � ;-�-i ,> _ , F.�'' 1..... z.• _S } �: ' •`. RESE VED TO (, �- A r (�' \ �\ ° C/i T >li "q I I csi ,• ;: y =. a'' _ �_ NTS tip. HANDICAP j I >" I UNITS 32 - 46 PHASE 6 PHASE 6 Z. a 4- ONLY SIGN; TYP. TER `- J \ L — — — — — — — — —1 I� ? �_ VAR. ACCESS STEPS W1 5 DUMPS 3 I — — — _ — — — . — — ._ — — _ — 'r I '' } �' rs\ G WALLS �. ENCLOSURE rx _ EASEMENT ', r+ Y = - t I tyr__ • �a p.: r v„ 0 4 _ X..� �✓ �.; a _ ._ - - .. __. .S . - � _, \' ? } Z.. _ � ' 7 � -,r ,�, r^r r ,\: +: -�, r � ` `- _-_ _-,� S -' <>�\ �... {. _ �_ ., ! .. < ��.t � E1 : � BUMPER > PHASE .v • m t TYP. , . BLOCKS' TYP. .\... • YIELDISIG - 1 .. 7 21313 SE COI�Il�IE�CIA 1 \X{7. X \ X7 {Iv Alm \ \\ , `()> /\ 2 _, t Y _, \\\ ,_-� _L f}�_-.,_1 r.�. �_ 24.37 0 5 _ ( a R12 r RESIDENT NIT R-4.19 ; ( ) 'U -16 z CENTER M UNITS 9 �\ > ;. \ \ __ a a 3. >s. ,_ J , , t. � OT < 16.1 28.98.. 2D I: �_� _s_ STEPS 0 � I N 1 INTX m . . _ INTX .. a ,. 3a a: � PARKING ' PHASE 1HVAC:CONDENSORS TYP. m. S , z F a z 5 r , _ 1 YIELDSIGNEQUIPMENT SHALL NOT BE S"iATL I _ 2 a, . 2 \ < \ j_ 2 .. LOW t W 20 \ 2 \ \ , �» VISIBLE FROM THE II e. � . , c. \ a RETAINING 1 CONCRETE m.�, A R _ 7 \� \ m ': a .• , • e .a •,�' ,•. '. •:. :• •• & . � •.' • a . •. .. m s 4 , . _{-\ _ , �?, \, .� ENTRANCE CORRIDOR. a a... .. ... S- -_ r.. _ WALLS 1 2 1 PAVING , � s, a � {j r 3-; c- - ; � - � . -z s c rc- - Wiz- f ; , .:. I` . • , ; • : -0 ... • .. ° `' . -� � �� rS r - - e TYP, TY`P. TYP: 20 a. a >-tDI�1+S Ffl 8 .— 4 .• I • ' ao �` C y\ - \ � _� (_j \-� _ Q - 18. < I — iii _ �� ®®� iii`i N■ S46°49'18"W 354.45' GUARDRAIL DUMPSTER CONCRETE EQUIPMENT SHALL NOT ENCLOSURE PAVING— „ — BE HIGHER THAN THE _ _ ------`—`--- 7SOR -------- SCREENWALLBE ^I VISIBLE FROM THE I rn LIJ ENTRANCE CORRIDOR.01 I I in I r * GUARDRAIL R=1.5' ELEVATED o TYP. (0 ( N DECKS N I ' 00 RETAINING PIJAS I P_ Lo WALL I-TiASE, w ( w R=20' ,,n = I s 68 67 66 1 65 co a I a i 16° UNITS 53 - 64 6! 95' UNIT TY'JILDES Zk BD1RE K Building Unit Types Total Units Total Commercial ID Square footage A =Commercial/Apts. P=�HSE5 14400 1 8 Ii f 52 51 50 49 48 47 N UNIT TY'JILDES Zk BD1RE K Building Unit Types Total Units Total Commercial ID Square footage A =Commercial/Apts. 8 14400 8 i N E CommerciallApts. 8 14400 8 N C n Condos 14 NA 3 8 B N D Condos 14 NA 3 8 3 N E Townhomes 6 NA C N F Condo 14 NA 3 8 S �N G Townhomes _ 4 _ ._ NA - M ..,.. _ 4 _..__Y - W Condos 28 NA 24 4_ _... _ lTownhomes 5 NA Y.. n ,! _ Townhomes 6 NA_ m S Y SFD 1 .._._. NA _. _.._ N_ L = SFD 1 __ NA _.__.._._. t N Notes: _._.. VAII townhomes will be 3 -stories plus 1 garage level except "E" which will be built on s 1 TEMPORARY GR�DING AND —T (BY BUILDER�TYPa, _ ru I {!} i ---------- a, I I 3 ( CONSTRUCTION RUCTION EASEMEN i — 12' S46049'37"W 439,51' ELEVATED DECKS; TYP. REFER TO DETAIL ENTITLED "FREESTANDING BRICK AND METAL FENCE" FOR SPECIFICS REGARDING CONSTRUCTION OF WALLS AND DIMENSIONS. ENCLOSURE IS INTENDED TO BE 10'X 10' INSIDE. WALLS TO BE 6' TALL OR HEIGHT OF DUMPSTER UNIT, WHICHEVER IS GREATER, SITE PHASING: -- 1. THIS PHASING PLAN WAS PREPARED TO CONVEY THAT OAKLEIGH IS NOT INTENDED TO DEVELOP ALL AT - ONCE, BUT RATHER, IN PHASES. THE ALPHABETICAL NUMBERING ATTACHED (REGARDLESS OF PHASE) ARE -- NEITHER INTENDED TO CREATE A REQUIREMENT THAT THE PROPERTY DEVELOP SEQUENTIALLY, AS NUMBERED NOR TO SUGGEST THAT ALL OF THE LOTS OR UNITS IN A PARTICULAR PHASE SHALL BE COMPLETEb PRIOR TO COMMENSING A SUBSEQUENT PHASE. THE IDENTIFICATION (OF PHASES IS ALSO --- INTENDED TO ENABLE THE DEVELOPER TO BOND ONLY THOSE PORTIONS OF OAKLE:IGH THAT ARE TO BE UNDER CONSTRUCTION AT ANY GIVEN TIME, AND TO PERMIT INCREMENTAL RELEASE OF BONDS AS PHASES - ARE COMPLETED. 2• THE HASSE� REPRESENTS S SHOWN) ALL OTHER OVERALL HAS SLCANBE BUILT IN NOPARTICULAR ORDIER E DEVELOPED SHALL ---=�� 3. INTO S WILL � PHASESS ATOANY TIMEOAND AT THE)BUILDING WNER S DISCRETION 1N0 ©RE THASN MAY EVE BROKEN DOWN SUB -PHASES MAY BE PERMITTED. r �� 4. ANY GAZEBO OR PAVILION MAY BE ADDED OR MOVED TO A DIFFERENT PHASE AT THE OWNER'S DISCRETION. 5. THE OWNER SHALL MAINTAIN A RUNNING TALLY OF WHICH LOTS/UNITS QUALIFY AS "AFFORDABLE" IN -- - ACCORDANCE WITH THE APPROVED PROFFERS, SEE SHEET 2 FOR PROFFERS. THIS TALLY SHALL BE SUBMITTED TO THE COUNTY AT THE BEGINNING OF EACH NEW PHASE.OR BUILDING; PERMIT REQUEST. PERSPECTIVE DUAL -GATE DOORS TO BE INTEG9RATED INTO WALLS AT OPENING OF ENCLOSURE. GATE MATERIAL TO BE METAL, DESIGN AND FINISH TO MATCIH METALWORK ON BUILDINGS. RESTRIPE THESE AREAS TO BLEND NEW WORK INTO EXISTING PARKING t i I I: I STOP SIG I (R12'11) I +l- 850' TO I CG -12 ; BERKMAR DRIVE TYPE 'B' I I I 1 1, i I na C7 R..�r 3•a a• }a: 1 t P CIVIL., ENGINEERS LANDSCAPE ARCHITECTS CHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PHI 434-2954005 FAX 434-295-2103 �'i�vTH OF Alan G. Franklin hc. No. 35326 NA L 1,TH 0,p Mark E. Keller r-' Cert, No, 0239 1 sC,11,P E A C) SDP #o 2008-0010. SCALE- F7 — 30' ]ISSUED: 6-23"08 DRAWN BY: SWE I> 8-2I-09, ACSA COMMENTS 2, 9-22-08, CO>IACSA COMMENTS 3. 30-15-08, RWSA COMMENTS 4, I -I5-08, REV, BLDG A,H,C,D & P 5, 3-2-09, ARIL COMMENTS 6, 13-I3-09, 3-0INAL CO, APPROVAL All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. ___ - =--- I NEI W.", N�WW CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 Pte. 434-295-4005 FAX 434-295-2103 TH O -P Alan G. Franklin Lie. No. 35326 '0NAL AJH OF Mark E. Keller r-1 Cert. No. 0239 SDP #, 2008-00101 SCALE: 139 = 30' ISSUED: 6-23-08 DRAWN BY- SWE REVISIONS: 1. 8-21-08, ACSA COMMENTS 1 9-22-08, CO./ACSA COMMENTS 1 10-15-08, RWSA COMMENTS 4, 1-15-08, REV. BLDG AB,C,D & F 5, 3-2-09, ARB COMMENTS 6. 11-13-09, FINAL CO. APPROVAL All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, PC. @ TERRA CONCEPTS, P.C. SHEET CONSERVATION PLAN CHECKLIST (HANDBOOK, PP 111-284 -111-297 FOR COMPLETE SPECIFICATIONS) o 1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: E1 f 0 95' 30' TREES TO BE SAVED; SO' 920' 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 TUNNELING BEYOND THE LIMITS OF CLEARING; ,, r i 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. ` '� NOTE: CONTRACTOR SHALL FOLLOW ALL THE RECOMMENDATIONS OF THE ARBORIST TO ENSURE THE SURVIVAL OF THE TREES BEING PRESERVED. CONTRACTOR WILL BE HELD - ACCOUNTABLE FOR ANY TREE DAMAGE f RESULTING FROM THEIR, OR THEIR SUB -CONTRACTOR'S ACTIONS. CONTRACTOR SHALL BE SUBJECT TO FINES FOR DAMAGES AS J OUTLINED IN THESE PLAWOR ALL DAMAGES WILL APPROXIMATE LIM[[ S 3. PRE -CONSTRUCTION CONFERENCE: OF TREE SAVED mow'" © BE DETERMINED BY ARBORIST SEE SHEET 6, TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR ON / AREAS; TYP. Q 6gp ' CONSERVATION PLAN, FOR ADDITIONAL SITE. 60° Z ®� INFORMATION. �co° 4. EQUIPMENT OPERATION AND STORAGE: HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS y-' r INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED. 100._� 00 00 tiQ 1A 5. SOIL EROSION AND STORMWATER DETENTION DEVICES: i `s EASE _�_ ,� _�. X568 �,, � .. �:. � �,. 'Cp III i,,-� , SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. r 11510 i ��q ^ O \ I p< 6. FRES. A10 QY 4 Oil 0 FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. S----- \, �` , - 7. TOXIC MATERIALS. r - _ ^ V v 1 t MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED, � ; �r ,-� 0 'a ' -•;,; \ TOXIC M � ; ,�� 60� 0 F�IASE >✓ , - � �' 1,�(c� A" r4 i /' e��__ .� s• , a• 8. PROTECTIVE FENCING: 5� - 0 �:• a r i ^ - w 5� TREES TO BE SAVED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY SHALL BE ao f FENCING. FENCING SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR fl _ a a PROTECTED BY � / • q � 5 q � �`"�y / .q PRIOR TO GRADING OR CONSTRUCTION. 1 \ 9. TREE WELLS: f WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE SAVED. A TREE PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO DISCUSS TREE WELL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITED FOR APPROVAL. / SOUTHERN YELLOW PINE BOARDS PLACED ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON-SITE, CONTRACTOR TO JUST AIBOVE THE ROOT FLARE, BOARDS 10, TREE WALLS: ARE SECURED WITH GALV. WIRING. GAUL. OCCURANCE. WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE OF A TREE. TO BE SAVED. A f TRUNK:. ONCE CONSTRUCTION ACTIVITY IS TREE WELL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL, 7 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 5. SOIL EROSION AND STORMWATER DETENTION DEVICES: i `s EASE _�_ ,� _�. X568 �,, � .. �:. � �,. 'Cp III i,,-� , SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. r 11510 i ��q ^ O \ I p< 6. FRES. A10 QY 4 Oil 0 FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. S----- \, �` , - 7. TOXIC MATERIALS. r - _ ^ V v 1 t MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED, � ; �r ,-� 0 'a ' -•;,; \ TOXIC M � ; ,�� 60� 0 F�IASE >✓ , - � �' 1,�(c� A" r4 i /' e��__ .� s• , a• 8. PROTECTIVE FENCING: 5� - 0 �:• a r i ^ - w 5� TREES TO BE SAVED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY SHALL BE ao f FENCING. FENCING SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR fl _ a a PROTECTED BY � / • q � 5 q � �`"�y / .q PRIOR TO GRADING OR CONSTRUCTION. 1 \ 9. TREE WELLS: f WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE SAVED. A TREE PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO DISCUSS TREE WELL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITED FOR APPROVAL. / SOUTHERN YELLOW PINE BOARDS PLACED ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON-SITE, CONTRACTOR TO JUST AIBOVE THE ROOT FLARE, BOARDS 10, TREE WALLS: ARE SECURED WITH GALV. WIRING. GAUL. OCCURANCE. WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE OF A TREE. TO BE SAVED. A f TRUNK:. ONCE CONSTRUCTION ACTIVITY IS TREE WELL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL, COMPLETED WITHIN TREES 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 11. TRENCHING AND TUNNELING:' OF EITHER THE PROJECT LANDSCAPE COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY ARCH17ECT 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 WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING IT SHALL BE DONE AS FAR AWAY TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMAL BOBCAT 4 FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE SHALL BE AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. CONSIDERED THE PREFERRED ALTERNATIVE WHEN IT IS ANTICIPATED THAT TRENCHING WOULD I SIGNIFICANTLY DAMAGE FEEDER ROOTS. , I 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. r NOTE: IT 1S THE DEVELOPERS RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS, 7/13/2009 OWNER'S SIGNATURE DATE 1 f 1t CONTRACT PURCHASER SIGNATURE DATE l ;f KEY: " TREE PROTECTION FENCING- SEE DETAIL BELOW -TP-TP-TP- TREE P -TP TPTREE TRUNK ARMORING- SEE DETAIL BELOW / A ��- u 10' rain Tt^17•`S r] All 1r`�A1 10` It r r A 1 A-, • ' e 'i A i \A7 a � j r I a CdA f } � tViz- {- �, ,_ - . .. � va ,., 1,5 r)- S. < - 1 4A t / t S v. r_ r l O' r c - , t4 / 1 •_ _ r y rAs _ a M 21 15F C,J �. G) O } , \ \ .,> a '. _ /, r ,, - s {_ � (J r - t _ _..L �_ _ � res K 5$0 i. -.TT .�_ .. - m `` i✓� - )-.l _( \ , .. a. _ r f , 0I--��r' S SCREENING \ ry a '73;00/x0.08 r WALL, TYP. CI wT I v z \ m I- - �_r �; r} �, .. 'a. a ,, ,a. ' m,a. ® Is ! l 1 s C -.S -) ? Q 9 �,.� ��_�- I ASE `\ I I I _ { _ UNITS 17 I31 j H 87.00/77 0 t.: 2 -r T d i of \0I )J- { ( 1 PHASE PHA f > _ 108.l ' 6 87,00. s AG �: g r.. _-�_•^;.:., �l' `-`1 TP TP-,-- 24 P-L4 {_ j._ 7 a .a n ... .. .. v a wr, '• •' a .. .• 'N.`A-_-:� ..rJ i1<^, A i A l , f _ 4.,N a UNITS'b9/-96 U' a F i 87.00 l ib.00 � .. � ,,.: 3 . , I c� - I t >� r , a 0' J II I l rI i..., - ti I I^ ... ,.. :. ,,. .alt - f- - ,J ---',- t' "• ' _�... ,-. } , ' re '\ •a .. • :. q °. ' I ' a ,wa . ! _ ,i{,,., moi. ` I ( }1 , I VVI • / 8' -0 (' .. TREES TO BE v R. I y gra PRESERVED / ®I -- x4} i _• S�tk_ >i rc: SIDEWALK k 38, TYPICAL ,17 , TYP. i 1 F f m 38A o 38Br �< i Aga I 3 � I �r�r � f' s { •' � I f � ; : � � ) �� --1 ,• / 1'09 H .®. S:� { S_�_j_ .. � ! ) r�� •. ,-� - - F� -t 1- f PHAS i 3 �y' I/ a;. i a n 3 35 r f CrIl IL ,a TP TP TP TP TP T,P TP TP TP TP Z`> ( SS z , > NITS 32 4b I , , I , , fir,•, - ,._ { > j� q :. r • .. 1 � ; , > , to 1 i '_ ..,.�- �1� ? r r I `•®: f' . •.r' I ��� ` ' i 2.! 7 SP -1 zz_ • t• e , } •, . , / ,_.. 57 � i_ I {jp RESIDEN�IA,L UNT 1 I . . r � t tk 4� ( , s_ -16 f 73,1 /50:30 #, , I , a•r A , _ o �n„s. __. •,,..a-__)' .. • t C '''-. Z i t� ,-. : c . '-C_ 1-Y -, S , i -T r r -r , . t- 1 ,:r 1' I 1. i ..., "1 a,, -q•' a -Z �� r t.<.� t 7 s I I F ry. .,fe; r ', _ , . • __ _; „_'. •ry a .. i - ,.� .- }.,. - _ .i� Y �- - -1 /...1 - -� i - - -°fir a ,<t' -v„ � A. '., . , ._ .. a :. • . .. .r . •. � w,.; Q. JI?' )_t )-�_ ) V 1 S , 7J\ y.f ` � S - / °d. • q . . , , n / a A a c' --�. 86.50 87.16 87.33 88.50 - _ 70 '�9.789.0088.387.6787 - i.`��'r t 1 ( PHASE I PHASE --v= low Ile 7 j _. _ 68� __67 '--� 55 � bS t�, 1 _. __ _ _ __ _-_ - -s __- ---- -" F- _ P � � o -UNITS 5 1 > 76.50 77,16 77,83 `�Q 52 I1 l 5'13 , 49 48fr 47- _, I ` ` 90.00 / 80.0i3�- r. <- APPROXIMATE LIMITS OF 80.67 80.00 79.33 TREE SAVED AREAS; 78=67 78:00 76.33 TYP. �. ..� i 3 I 1 /` % `! I f t / / `/t f a•r- I 11 ./ -''1 , - ( h 1 � c I i I i I , I I a I i r Izr � t <::� , i . ,. � � ��)-. _- ,.� --- ---- 576 tiF-�ti�:i� r �i / /I �_,_ I � I -- TP TP TP; J TP'_ TPS. STP _ _ % j G _ = _ � " 576 f- .,--=�-°--�.•, - -- _ � f II � -�-.-- BALL POST CAP POST BAND DRAW BAR (1/4" X 3/4") 2 1/2" ODTERMINAL POST AT ALL CORNERS AND INTERSECTIONS 2"X2"X9" GA. FABRIC KNUCKLED TOP & BOTTOM 3/8" TRUSS ROD AT ALL CORNERS AND INTERSECTIONS WITH TURNBUCKLE OPTIONAL: 7 GA. BOTTOM TENSION WIRE OR 1 5/8" PIPE; SECURE FABRIC TO PIPE WITH 9 GA. TIE WIRE EV. FRONT ELEVATION TYP, LINE POST TYP. CORNER POST 24` O.C. FOOTING FOOTING TEMPORARY CHAIN-LINK FENCE ELEVATION, PERSPECTIVE PIPE SPACIN, 2"X2"X9" GA. FABRIC CHAIN-LINK FENCING �" 0. D. LINE POST SLEEVED IN 2 1/4"X24" SIA PIPE; FOR END POST SLEEVE IN 2 3/4"X24" DIA PIPE; TYP. N1RE TO SECURE CHAIN-LINK FENCE TO 'OST 'IPE SLEEVE; TYP. -WISHED GRADE :CTIVE NOTE: ALL WIRE FABRIC AND FENCE HARD"vuARE SHALL BE GALVANIZED i' FABRIC SHALL BE INSTALLED ON THE OUTSIDE F-016 N.T.S. TRUNK ARMORING DETAIL F-015 MTS. ' it IIl "I CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PSI. 434-295-4005 FAX 434-295-2153 �XTH QF Alan G. Franklin Lic. No. 35326 C _ A L VTH OF • �, N� Mark E. Keller 17111 Cert. No. 0239 SDP` #a 2008-00101 SCALE. F) = 30' ISSUED. 6-23-08 DRAWN BY- SWE REVISIONS: 1. 8-21-08, ACSA COMMENTS 2. 9-22-08, CO•/ACSA COMMENTS 3. 10-15-08, RWSA COMMENTS 4, 1-15-08, REV. BLDG A,B,C,D & F 5, 3-2-09, ARB COMMENTS 8, 11-13-09, FINAL CO. APPROVAL All rights reserved. No part of the material protected by this copyright {plans, ideas, designs, sections or details expressed on these plans} may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P,C, Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C, I 1. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO DISCUSS TREE TRUNK ARMORING CONSIST OF 2X4X8 PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND TREE SOUTHERN YELLOW PINE BOARDS PLACED ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON-SITE, CONTRACTOR TO JUST AIBOVE THE ROOT FLARE, BOARDS MONITOR TREES FOR STRESS AND / OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY ARE SECURED WITH GALV. WIRING. GAUL. OCCURANCE. WIRE SHOULD NOT TOUCH THE TREE TRUNK:. ONCE CONSTRUCTION ACTIVITY IS COMPLETED WITHIN TREES 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 ARCH17ECT OR CERTIFIED ARBORIST. TREE ARBORIST AND LANDSCAPE ARCHITECT PRIOR. 3. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMAL BOBCAT / TRACT -HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. F-015 MTS. ' it IIl "I CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PSI. 434-295-4005 FAX 434-295-2153 �XTH QF Alan G. Franklin Lic. No. 35326 C _ A L VTH OF • �, N� Mark E. Keller 17111 Cert. No. 0239 SDP` #a 2008-00101 SCALE. F) = 30' ISSUED. 6-23-08 DRAWN BY- SWE REVISIONS: 1. 8-21-08, ACSA COMMENTS 2. 9-22-08, CO•/ACSA COMMENTS 3. 10-15-08, RWSA COMMENTS 4, 1-15-08, REV. BLDG A,B,C,D & F 5, 3-2-09, ARB COMMENTS 8, 11-13-09, FINAL CO. APPROVAL All rights reserved. No part of the material protected by this copyright {plans, ideas, designs, sections or details expressed on these plans} may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P,C, Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C, I TREE PRESERVATION AREAS NOTES: 1. TREE PRESERVATION AREAS SHOULD BE APPROVED IN ADVANCE BY THE ARBORIST. ALL DEVIATIONS FROM THOSE PLANS, OR ENCROACHMENTS ON DESIGNATED PRESERVATION AREAS SHOULD BE APPROVED BY THE ARBORIST. FINES FOR TREE DAMAGE MAY APPLY. 2, TREE PROTECTION FENCING SHALL BE PLACED BY THE CONTRACTOR BEFORE THE START OF CONSTRUCTION. NO CONSTRUCTION RELATED OPERATIONS SHALL OCCUR WITHIN THE PRESERVATION AREA WITHOUT APPROVAL FROM THE ARBORIST. THIS INCLUDES; PARKING, TRAFFIC, MATERIAL STORAGE, TOPSOIL STORAGE OR CLEANING OF EQUIPMENT OR TOOLS. ALL CONTRACTORS SHALL BE MADE AWARE OF THE PRESERVATION AREAS AND THE CONSEQUENCES OF DAMAGING TREES DUE TO NEGLIGENCE OR DISREGARDING POSTED PRESERVATION LIMITS. 3. BECAUSE OF THE EXTENSIVE ROOT SYSTEMS ON MATURE TREES, EVERY EFFORT SHOULD BE MADE TO DISTURB AS LITTLE OF THE NATIVE GRADE AS POSSIBLE, ON FIELD GROWN TREES, THE DRIP LINE OF THE CANOPY IS A GOOD STARTING POINT FOR THE LIMITS OF PROTECTION. AS A RULE A TEN FOOT RADIUS FOR EVERY FOOT OF DIAMETER AT BREAST HEIGHT (DBH) SHOULD BE A MINIMUM CLEARANCE. IN AREAS WHERE THAT MINIMUM DISTANCE IS NOT POSSIBLE IT IS BEST TO TRY TO INCREASE THE UNDISTURBED ROOTING AREA ON ANOTHER PART OF THE TREE TO COMPENSATE. CONSULT ARBORIST IF QUESTIONS ARISE. 4. TREE PROTECTION SHALL BE EITHER CHAIN-LINK OR WOODEN PANEL FENCING. 5, CONTRACTOR SHALL MULCH THE PRESERVATION AREA DURING CONSTRUCTION WITH 2-4 INCHES OF WOOD CHIPS TO HELP REDUCE MOISTURE LOSS, ARBORIST TO ADVISE CONTRACTOR PRIOR TO WORK. TREE REMOVAL NOTES: 1. LARGE TREES ORIGINATING IN NON -PRESERVATION AREAS THAT NEED TO BE REMOVED CAN BE FELLED WITH HEAVY EQUIPMENT AND HAVE THE STUMP REMOVED BY ARBORIST. 2, TREES ORIGINATING IN A PRESERVATION AREA NEED TO BE FELLED WITH A SAW AND HAVE THE STUMP GROUND TO REDUCE DAMAGE TO THE ROOTS OF THE REMAINING TREES BY ARBORIST. 3. TREES ADJACENT TO A PRESERVATION AREA SHOULD HAVE THE ROOTS CUT WITH A TRENCHER AT THE EDGE OF THE PRESERVATION ZONE TO LIMIT DISRUPTION OF THE REMAINING ROOTS, OR BE FELLED WITH A SAW AND GROUND BY ARBORIST, EXCAVATION EXCAVATIONS FOR ROADS, WALLS AND FOUNDATIONS CAN DAMAGE TREES BY TEARING ROOTS. WHERE EXCAVATION IS NECESSARY, TRENCHING THE LIMITS OF EXCAVATION WILL DO LESS DAMAGE TO THE REMAINING ROOTS, ALL ROOTS OVER 1 '/21NCHES IN DIAMETER SHOULD BE RE -CUT CLEANLY WITH A SAW OR LOPPERS TO REDUCE THE POTENTIAL FOR DECAY. EXPOSED ROOTS SHOULD BE COVERED AS SOON AS POSSIBLE TO REDUCE DESICCATION. COORDINATION BETWEEN THE ARBORIST AND CONTRACTOR. IS REQUIRED TO DETERMINE SCOPE PRIOR TO CONSTRUCTION. GRADING 1. BECAUSE THE MAJORITY OF TREE ROOTS ARE IN THE TOP 24 INCHES OF THE SOIL, RAISING OR LOWERING THE GRADE A FEW INCHES CAN HAVE AN IMPACT ON TREE HEALTH. IN CENTRAL VIRGINIA, CHANGING THE GRADE LESS THAN 2-4 INCHES WILL HAVE MINIMAL IMPACT, ASSUMING THERE IS NO OTHER TRAUMA TO THE ROOT SYSTEM 2. THE NATURAL SOIL LINE AT THE BASE OF THE TREE SHOULD BE MAINTAINED UNDER ALL CONDITIONS. ARBORIST TO DETERMINE AND ENFORCE AS NECESSARY 3. IF THE GRADE HAS BEEN RAISED, THIS MAY MEAN INSTALLING A TREE WELL. WITH SIGNIFICANT GRADE INCREASES, AN AERATION SYSTEM MAY BE REQUIRED. ARBORIST SHALL CONSULT WITH THE OWNER IF NECESSARY, 4. IF THERE IS SIGNIFICANT GRADE REDUCTION, THIS MUST OCCUR WITHIN THE LIMITS DISCUSSED UNDER TREE PRESERVATION AREAS AND MAY REQUIRE A RETAINING WALL. SIGNIFICANT CHANGES IN THE GRADE THAT EFFECT TREES TO BE PRESERVED SHALL BE DISCUSSED WITH THE ARBORIST AND OWNER AT THE BEGINNING OF THE PROJECT. 5. FINAL GRADING WITH HEAVY EQUIPMENT SHOULD ONLY (OCCUR OUTSIDE THE TREE PRESERVATION AREAS. SMALL TRACTORS CAN BE USED FOR GRADING WITHIN THOSE AREAS IF NEEDED OR BETTER STILL THE GRADING SHOULD BE DONE BY HAND. GRADING SHOULD TAKE INTO CONSIDERATION THE CHANGES IN WATER PATTERNS CREATED BY NEW HARD SURFACES AND THE WATER NEEDS OF THE REMAINING TREES. ANY GRADING WITHIN THESE AREAS SHALL BE OVERSEEN BY THE ARBORIST. MULCH MULCH CAN PLAY AN IMPORTANT ROLE IN TREE PRESERVATION, A HEAVY LAYER OF MULCH (2-4 INCHES) IS RECOMMENDED IN THE TREE PRESERVATION AREAS IN ORDER TO CUSHION THE EFFECTS OF CONSTRUCTION EQUIPMENT AND REDUCE (MOISTURE LOSS. ARBORIST SHALL ADVISE OWNER AND DIRECT CONTRACTOR AS NEEDED. WATER BECAUSE OF ROOT LOSS DURING CONSTRUCTION, IRRIGATION TO SUPPLEMENT NATURAL RAINFALL MAY BE NECESSARY. THIS IS ESPECIALLY IMPORTANT DURING PERIODS OF DROUGHT OVER THE NEXT FEW YEARS. ARBORIST SHALL CONSULT WITH THE OWNER AND DIRECT CONTRACTOR ON AN AS -NEEDED BASIS. COMPACTION SOIL COMPACTION CAN BE DETRIMENTAL TO EXISTING PLANT MATERIAL AND DISCOURAGE THE PENETRATION OF NEW ROOTS, IT CAN ALSO REDUCE THE EFFECTIVE ESTABLISHMENT OF NEW MATERIAL, 1. AERATING THE SOIL MAYBE SUFFICIENT IF THE COMPACTION IS NOT TOO SEVERE. 2. MORE COMPACTED SOIL MAY REQUIRE THE ADDITION OF ORGANIC MATTER AND EVEN TILLING. 3, UNDER EXISTING TREES: • INJECTED FERTILIZATION HELPS IMPROVE AERATION. • VERTICAL MULCHING, WHICH INVOLVES DRILLING HOLES AND FILLING THEM WITH ORGANIC MATTER, CAN BE USED IN MORE EXTREME SITUATIONS. FURTHER TRAUMA TO ROOT SYSTEMS, SUCH AS TILLING, SHOULD BE AVOIDED. PRUNING 1. DURING CONSTRUCTION ANY LIMBS THAT ARE IN THE WAY OF CONSTRUCTION OR POSE A HAZARD TO CONSTRUCTION CREWS SHOULD BE PROPERLY REMOVED BY THE CONTRACTOR AFTER CONSULTATION WITH THE ARBORIST. I P � � � 1) a 10 1 IN � � "N 61] 1 n He Key ITree Caliper TBR 0 $ 0 _ e .._0 1000 _ 0 __ .. 0 1000 1000 Tree Valuation Criteria 27A Hemlock 12" 28 White Oak 18" X 29 White Oak 30" X :' Bond Amount Owner Investment z ! Removal a Replacement �' Project Value 5 Total Tree Cost 1 American Holly 12" o 10002 4 30004 1500: 1000 $ 6,500.00 1A Red Oak 14 :.$ 1000 ....... -_. _ __OE 3000 1500,1000, 44"0 500.00 2 Red Oak 20" Holly 1000; 40' 30007 1500! 2000; $ 7,540.00 2A Walnut 12" X_. 0 0 0: 0 0 $ - 3 Walnut 24" X, ; 1000- 0 3000 1500, _._ 600 $ 6,000,00 4 White Oak 18" Cedar 1000 200 3000. 1500' 30001$ 8,700.00 4A Cedar 1411 10007 1000 �_.. Red Oak 3000....... 1500 5001$ 6,000 00 46 Cedar 0 X,"� 0 0 of 0 0 $ _ 4C Cedar 10" X:`, 0 0; 0 0 _ _ 01$ _ 5 Red Oak 33't— _0 . 1000 _ 280 _.. . __. 3000 _ 1500 5000= $ 1Q780.00 - 5A Red Oak 16' X ... 0 0 0 o 0 $ - 6 Red Oak 28"' '_ _._ 1000_ 1085, 5000: 1500 3000, $ 11,585.00 6A Holly Holl 15 " _ - -_. -- White Oak 30 00- . 0 _ _ ~ 1500 - 1000 = $ 5,600.00: 68 Red Oak 10" 1500. _.. _ a -- 3000 1500 1000 $ 5,500 00 6C Red Oak 12" Walnut 10" X , 3000 1500 1000 5,500 00 7 White Oak 42 _ 0 .. __ 1000 2265 5000 1500 _.. 7006 $ 16,765.00 8 White Oak 36" `_X:__14 1000 480 5000 1500 5000 $ 12,980.00 9 White Oak 36" Cedar 1000 1610 3000 c1500i 5000, $ 92,110.00 10 Red Oak _ 24„ 0 _. 1000 _......._. ��� ., .. 3000 1500 . 3000 $ 8,500 00 10A Red Oak 20” X," 0! 0 0 ...50 0 _ _ _ . 0 $ .r ._. - 10B White Oak 40" X ,; _ . 0; . 0,0 $ o= 0 $ _ 10C White Oak 20" 0 0 _. 0 o: ._ 0 $ - 10D White Oak 20" 0` Q 0: p 0 $ _ 10E White Oak 42" X .= _ . 0 0 0 _ - 0 0$ - 10F Holly 16" X : 0 _� 0 .. __. �._ _ . 0 $ - 11 Red Oak 24 X: 0, 0 O s _ . __ 0: 0 $ - 11A Red Oak 18" X : 0 0 0_ 0: $ 116 Red Oak 18" X-_191 0` _ 0 _ 0: 0; $ _ .. - 11C Virginia Pine 15" X, 0 0 0 0; -0 0$ 11D Virginia Pine 15" X ; 0 _ 0 0 0 0 $ - 11E Virginia Pine 15" X;_ 0 0 0' 0 0 $ _ 12 White Oak 32" Xa� 0 0 _ 0 _.. 0, _ _- 01$ 13 White Oak 20" X,, _ 0, 0 0 - 0 _- 0,. $ _ 14 White Oak 36" - 1000` 2010 3000, 1500 3000$ - 10,510.00 14A Black Gum 15" ` : 1000` 1500 500 $ 3,000,00 15 White Oak 30" X:: _ 0 _ _ 0. 0 . 0 0' $ _ 16 White Oak 36" 1000 1980 3000 1500 3000 $ 10 480.00 17 White Oak 42 1000 2055.... 3000 1500 7000« $ 14,555 00 17A Hemlock 8 X 0 0 T 0 4' 0$ 18 Red Oak 36" X 0 0 0 0 0, $ 19 White Oak 50" 1000. 2255 5000 1500, 7000 $ 16,755.00 20 White Oak 24 " 1000 . 30o00 1500 _ z000 $ _. _. . 7 ,5oaoo 21 White Oak 27" _ 1000, 5000 1500 2000 $ _ 9,500.00' 21A Oak NA X_ of� o- 0 0; 0. $ - 22 White Oak 30 1000 1045 �. 5000 _� 1500 � 3000 $ -11,545 00 23 �24 White Oak 20�� _. __. _ ..,3000.. 1500,.. _ 1000; $ 5,500.00 White Oak 43' 1000 2260 5000. 1500 - 7000; $ 16,760 00 24A Oak NA X 0 01 0. 0, _ _ 0 $ 24B Holly 8" X o . _ 0_... _ 0 _ 0 - - 0-$- 25 White Oak 33" 1000 5000 150or 3000$10,500 00 26 White Oak 39"X: 0 $ 0 _ e .._0 1000 _ 0 __ .. 0 1000 1000 27 White Oak 36" X < 27A Hemlock 12" 28 White Oak 18" X 29 White Oak 30" X 30 Whits Oak 36 31 White Oak 36" 31A Holly 811" 0 $ - 0 32 White Oak 48" _._.. , 1000 32A White Oak 6" X"; 0 o 326 - Hemlock 6" _0 0. $ _ 32C Hemlock 6" 1500 1 _ -_. _ __OE 33 Red Oak 44"0 7000 �$ _ 33A Holly 10" 3,660 00 2500 ; _._ _ 33B Dogwood 8"X., 0 0 0. 33C Red Oak 12" Xl 0; �0 34 Red Oak 24" X, ; Oi 0 34A Cedar 10" X : - ro___. ... ___. o, 346 Cedar 8": X 0 0 ... __. 35 Red Oak 20" 0 0 10007 35A Red Oak loll -_ _ . 35B Holly 0 0 $ w 35C Holly 8" x 0; 35D Holly 10" X . 0 36 Walnut 27" X,� 9 000 _0 . 36A Cherry 8 0 o _._.._.._ ...,__.... 37 Locust Locust 18" X , _ ..._. _oi_ _ 38 White Oak= 35" o� $ - _._ _ 1000 38A Cedar 8" - 0, 1000 38B Red Maple 10, 2080 3000E _ 39 White Oak 48" X . 15001 0 39A Holly 8" 1500. 1000 $ a -- 40 Cherry 18" 0' $ _ _ 240.00 _... 40A Walnut 10" X , 0� -0 41 Red Oak 27" 0 -_ _ 0 .. __ 42 Cherry 22" X , 0 0 43 Cherry 24" `_X:__14 _. 0 $ 0 44 Red Oak 28' . . _ 0'$ 0 44A Cedar 15" X; : o: 0. 44B Red Oak 15"X ; 0 0 44C Cedar 12 " o 0 0 $ 44D Virginia Pine 15" 1500.1000' $ 1000 44E Cedar 20" X : - _ _ _ , _ ....Ok $ 29, 000.00 $ 0 0� 0 0 $ - 0 0 0' 0 $ _._.. , . 5000 1500i 3000 $ 10,500.00 0 - 0 0' 0 $ 0 - _0 0. $ _ 1690 5000 1500 1 7000: $ 16,190 00 2295 5000 1500 7000 �$ 16,795 00 1000 w. 1500= Y_ u , 5m $ 3,660 00 2500 ; _._ _ 5000' _.._ 1500' 7000; $ 17,000. 00 0. 0 0 0 0$ ._. . - o= 0' 0; 0 $ - 0 0; 0; Oi - 0; 0, 0: 0 $ - 0 0: 0; 0': $ - 0 0:, 0 0 0 0 0� - _ _ _ _ 0 0 0 $ w _ �.__ 0� _ ____. - 0 _..._0 3500 _.. 1500: 3000': $ 9,000.00 1000 _ . 1500 1000, $ . 3,500.00 9 000 i 540 500 $ 3, 000.00 o; 0 o 0° $ - 00 _T _ _ _ 0: . o, $ - 0, 0, o� $ - �_._ _... _. 0 _ _ ___ 0 . _ _. __ . 0 ,. _ 0 $ - 0, 0 ___ . 0.... __v . _ OF $ 2080 3000E 1500 5000 $ 12,580.00' _.. _. 1000: 15001 500 $ 4,00000 1000 1500. 1000 $ 3,50000 240 _ 0 0' 0' $ _ _ 240.00 _... 90o0 _. 1500, 500 $ 3,000.00 0� -0 t o: 0 $ - 0 -_ _ 0 .. __ 0 $ _ 0_ ... _ _ Oi 0 0, $ - _ .. 0 0! 0 _. 0 $ - 0 _ o0 . . . _ 0'$ _ ..._ 0 0 _ 0. 0, $ - o: o 0 0 $ - 0 0 0 0; $ - a o 0 0 $ - _ 5000- 1500.1000' $ 8,500.00 0' _-0 _0 Ol $ - 26,350.00 $129,500.00 $ 58, 500.00 e $ 114, 500.00 1 $ 357, $50.00 CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22912 PSI, 434-295-4005 FAX 434-295-2103 H pF I Alan G. Franklin Uc. No. 35326 O � ONAL 0P P��� Mark E. Keller t•" Cert. No. 0239 y ' C3 C'� E 0, G SDP k SCALE. ISSUED - DRAWN BY. REVISIONS: f"008-00101- N.T.S. "00 -0 I 6-23-08 SWE 1. 8-21-08, ACSA COMMENTS 2. 9-22-08, CO./.ACSA COMMENTS 3. I0 -I5-08, R SA COMMENTS 4, I -I5-08, REV, BLDG A,E,C,D & F 5. 3-2-09, ARB COMMENTS 6. 11-1309, FINAL CO. APPROVAL All rights reserved. No part of the material protected by this copyright (pians, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any ,other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. t�? TERRA CONCEPTS, P.C. Table 4: Pavement Design (VDOT Pavement Design Guide) Il�anav�mm�Ati>r T���n m fVnOT PniR7cP>Yirnetr t Design G -Ti ll}de) w RF= 1.0 Location ADT HCV DADTn CBR SSV Dr Surface h a Base b a Sub -base h a Dp Nichols Court 858 10 858 5 5 13 89 SM -9.5 2 2.25 BM -25 3 2.25 21 B 6 0.6 Nichols Circle 858 10 858 5 5 1,3,89 S%9.5 2 2.25 BM -25 3 2.25 21B 6 0.6 14,85 FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 1. :a3"'1.1t C-oIT,'i'ete 1"�'a'.Snj-.i '"ski"' SEEM ry.. i Pti=i & Donble Seztor Clans '`C Blotted Seaoat S*a1 ace TveatnAals `s C D.S. 0.84 CBR = (App.l, page 20, East of Rt,29 use 4, West use 5) RF = (App.1, page 20) SSV = RF*CBR Dr = 3.48*ln(ADT)-1.48*ln(SSV)-7.23 (curve equation for App.11, page 28) For Paving Materials see append. III , provided below for reference PaNljig Matei,ials & lloivable "%"alue T>? icl,1�,. Equivalency Value LiftTbic.1hues Lac itiro-xl S, owtioii 11ei.eai M[C i'i "+o Notation inches inches 4000 PSI IF PRECAST. att C�cice z'I Dir1.67 SAW CUT A MINIMUM r� OF 2 INCHES AND REMOVE 81 FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 1. :a3"'1.1t C-oIT,'i'ete 1"�'a'.Snj-.i '"ski"' SEEM ry.. i Pti=i & Donble Seztor Clans '`C Blotted Seaoat S*a1 ace TveatnAals `s C D.S. 0.84 - - 1 s aa: alt te eaL.1-I .0`' A.C. INCREASE IN DEPTH. 2 ) PROP, EASTBOUNDWALK Asphalt Concrete E,.BI-'° s A. IS 40 MPH OR LESS ON RURAL HIGHWAYS AND _ Ft& DepthAnphalt Conci"ete , 2 tlri-24 0 m, A. C . 1.5 ^ 6 - le 2% wli, e- t\.. :'\y' ��/ C:,emew, 7 eat:=_d Aigiegate' CTrx 1.67 �eY Nia:et 3]; ZVPE- Dr w>I_ twlat, 4 i. M RaseCeaxeut'[T1�ate Sele:t 121areiza' T,pe I ,;.4 <I.. Rion-pa5t c, min: CB 3I = r�r r3 I tiIa*eiZ3z`. t3 �i I ,33c pladt1v; ,iii:,. CBS. = 'C Sit. 0.6110 :oil Censr7lt S.C. 1.0t1 :efTredSeltlateiia,.IpII Se1:k13r.. 1,T, Cem,e ,T3eated,.Se2ect$cco all $ar: LAI ('_)Pen Graded Diainage -Layer OCTDL C160 a: 3. G =a e<I ?jp-egate 0 AJ C.emew, Tieate .�zAre at;e �' CIA 1:31 ; e ye"Iatetia' T'�•��e I nes p1�4's^�. PF in. CBR = 313, v=e1, ISI t_ 0 0 4 v SeiectZYLAteiial'T,.pe II uon pllastG ., LiF.ia`L. CBR = 20, Sel. Z':Zat_ 0.4 S i ase Soil. C'emenr S.C. 1.a� J Soil. Lone ISS:r.. 0.92 r Cement Tieated Select Mxei ai, "T;pe Il Sel 1Lt 1.17 C. @`"3fia1iT1ea$e>�e«er_'•t-$4}llirl'w Seh$•til': 1.010. C ''x'`liei� 41'_ inches ordre. ,' air r e osrat i a i t � i .lt nci e e �,; ,tit' a e+ i t r t Ott: t+ base) e;f a 1te T1s flie follo'.-vil , thicl-ne_"s egiii alenc 5-alues shoiiltl be ased _ 2.25 and I** =l15 aches is ac:c"eat s l ,xiien placed on an asphalt �vonciete Sa e mzater al.. a �?iitxie ani £ic�z".s "ie.��l .S�rf�ce Tt'eatr�etit, iii lied ��ft�l�-�te�l Neal coat rytrface treatiiietst.: iitarir ��rf� �-'�e ��se�l tis Outlined in Appendix Ids (f r i e -M- subdivision .street.) and the :cutrent Location and Design Division I&I yi:and1L1j31('riecoadmy road t:olect5) ,.f aggregate materials. t5e maxiizzum combined thiel es -s of base and s ubb".a e hgyef• cowi red fiat the o se. of" calculatiixg tile thickne'. index §value elxall lie 1'I' inches. Au int iinediate irim is i'equiredbet- een. the surface, and base inix ocher BNNI-37.5 7.5 is used'.. PROPOSED ASPHALT CONCRETE SURFACE COURSE MINIMUM 165lb/y& SAW CUT 3 INCHES AND REMOVE EXISTING ASPHALT TO FORM A BENCH JOINT ASPHALT TACK COAT REQUIRED EXISTING PAVEMENT EXISTING PAVEMENT EXISTING PAVEMENT PROPOSED PAVEMENT WIDENING MIN. 12" 'EXISTING PAVEMENT PROPOSED PAVEMENT LAYERS EXISTING PROPOSED AGGREGATE AGGREGATE LAYER SUBGRADE PAVEMENT CONSTRUCTION JOINT DETAIL (EXISTING PAVEMENT OVER 6" IN DEPTH) (DRAWING NOT TO SCALE) ENC} OVERLAY MIN. 100' TAPERED END MUST BE APPROVED BY ENGINEER SEE CONSTRUCTION JOINT DETAIL AVEMENT WIDENING SEE CONSTRUCTION JOINT DETAIL -TAPERED END MUST BE APPROVED BY ENGINEER MIN. 1001, BEGUN OVERLAY PLAN VIEW (DRAWING NOT TO SCALE) PAVEMENT WIDENING (VDOT WP -2) .11 5$0 P�I STA = 14+201 I I PVj ELEV - 587.04 c�U E I IA.D. = -8.00 c6 P. ELEV = 559.54 ' K = 5,00 v �" L.P. STA = 10+ 0 O I I W 40 VC-- - w PVI ELEV = 558,.04-- -- o _j o �II j C ` A.D. = 12.00I j C oIL co I K=15.00 4. i Iu'al + f `O > ! Q 180' VCr d T . _ LU____.__. _._ o ( M W �� I I - --j ( w I OR ___----- - _ -- �, CD to 0 LO XCD 04 W I LU LU a I I I I i w- � I I I Uw Lu Q j I 4 __- -__. ___ ._ - _ -- _ _ I _ ._.._.__. ------co - LL / EXISTING GRADE I CL o > (I PROPOSED GRADE Uj Q / I , f' i I -,. _______ ____-� _____ ___ _._.,_ ____ ..-- .--_ - _ __. ___ ____ _-- _ ________.. __ _ LLI LU I Ln co- I f P P W cfl (0 I 11! Q if ® LO Q Cn ui ` Uj C6 %nco cn ' Zco _ i Nd :n "r L'ti C� of o o IItti 0)t00 p t0Lr)I T i\ . 0 to LO cp Ci q?) in oq I r'° I 10+00 11+00 12+00 13+00 14+00 ENTRANCE ROAD PROFILE SCALE H: V = 50' V: V = 10' FLUSH CURB/EDGE RESTRAINT NO. 8 AGGREGATE IN OPENINGS NORMAL PAVING CONCRETE PAVERSSECTION 3" MIN. THICK SUPE 6�� SLOPE 2" NO. 8 AGGREGATE 4" __,iz -t NO. 57 STONE ;� .F,��. _ _ r un fez .L4" �t �� �VC�} 1> . 8" NO. 2 STONE ,<"�Y; Ic 3t 11t - JJ \ _ }/ s i / �• OPTIONAL PERMEABLE GEO-TEXTILE FABRIC ON BOTTOM AND SIDES OF OPEN GRADED BASE UNCOMPACTED SUBGRADE GRAVEL UNLESS COMPACTION IS BASE REQUIRED FOR STRUCTURAL 6" PERFORATED SDR -35 PVC PIPE SUPPORT ON LOW STRENGTH SLOPED TO STORM SEWER SOILS PERMEABLE INTERLOCKING PAVERS SECTION EXISTING PAVEMENT PROPOSED PAVEMENT WIDENING 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. PROPOSED ASPHALT If MIN. 12" CONCRETE SURFACE COURSE MINIMUM 165 lb/yd' lo 2" R 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, C3 4000 PSI IF PRECAST. SAW CUT A MINIMUM r� OF 2 INCHES AND REMOVE MATERIAL TO TOP OF FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. AGGREGATE, EXISTING PAVEMENT f r/% ii f PROPOSED PAVEMENT LAYERS SEEM (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) ASPHALT TACK COAT IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE REQUIRED WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. EXISTING PROPOSED AGGREGATE AGGREGATE LAYER SUBGRADE PAVEMENT CONSTRIUCTION JOINT DETAIL (EXISTING PAVEMENT [LESS THAN 6" IN DEPTH) (DRAWING MOT TO SCALE) NOTES: 1. WHEN THE PAVEMENT DESIGN IS GREATER IN DEPTH THAN'THE DEPTH OF THE EXISTING PAVEMENT, SUBSURFACE DRAINAGE MAY BE REQUIRED BY THE ENGINEER. 2. OVERLAP THE EXISTING PAVEMENT AS SHOWN IN THE CONSTRUCTION JOINT DETAILS, 3. A PERPENDICULAR CONSTRUCTION JOINT SHALL BE PROVIIDED AT ALL LOCATIONS WHERE NEW PAVEMENT ABUTS EXISTING PAVEMENT. 4. THE AREA OF PAVEMENT WIDENING SHALL BE TRENCHED Tr0 THE SUBGRADE AND COMPACTED PER VDOT SPECIFICATIONS. 5, SURFACE OF WIDENING AREA SHALL BE FLUSH WITH THE StURFACE OF EXISTING PAVEMENT PRIOR TO OVERLAY, 6, MILLING OF NEW AND EXISTING PAVEMENT MAY BE REQUIRED TO ACHIEVE ACCEPTABLE PAVEMENT CROSS -SLOPE AND PAVEMENT DRAINAGE. 7. OVERLAY THE ENTIRE SURFACE AREA OF THE NEW AND EXIISTING PAVEMENT WITH A MINIMUM OF 165 LBSISQ YD OF ASPHALT CONCRETE TO A POINT AT LEAST 100 FEET BEFORE AND AFTER THE LIMITS OF WIDENING. 8. ERADICATE EXISTING PAVEMENT MARKINGS AND RESTRIPE: THE WORK ZONE AS REQUIRED TO ACHIEVE A UNIFORM APPEARANCE AS DIRECTED BY THE ENGINEER. 9. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO'THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE -1N LOCATIONS SHALL BE TESTED USING A 10 FEET STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. THE VARIATION FROM THE TESTING EDGE OF THE STRAIGH-TEDGE BETWEEN ANY TWO CONTACT POINTS WITH THE PAVEMENT SURFACE SHALL NOT EXCEED X". 10. PAVEMENT WIDENING PERFORMED UNDER A VDOT LAND USE PERMIT SHALL HAVE A PAVEMENT DESIGN PROVIDED BY THE PERMITTEE AND APPROVED BY THE MATERIALS ENGINEER. .11 i MOU NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 4" 2" R 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, C3 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG A I FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 6„ 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" SEEM (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) 4'11 a SURFACE IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE NOTE 4 WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. w OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT (% (I tBASE I ) IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN VARIES (SEE PLAN) INCREASE IN DEPTH. EX. EASTBOUND €€.X. EASTBOUND PROP, EASTBOUNDWALK 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED ' SUBBASE' IS 40 MPH OR LESS ON RURAL HIGHWAYS AND LANE 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -3 IS REQUIRED. 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. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF PAVEMENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -7 IS REQUIRED. P-003 N.T.S. 4" . ° P 27R o --- P. ' 7„ a. 1--7HIS AREA MAY BE CONCRETE ,AT THE OPTION OF THE CONTRACTOR 'THE BOTTOM OF THE CURB AND GUTTER - ]MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A IMINIMUM DEPTH OF 7" IS MAINTAINED, 611 C URB & CCNU' TER (VD0'Ji ���a ����� 59' ACCESS EASEMENT 5` 6.5' 13' 1 13 6.5' 5' SIDEWALK LANE ME IAN LANE SIDEWALK 2% 2% 2% 2% SECTIONS 47' ACCESS EASEMENT vim 5 6.5 12 12 6.5 5. SIDEWALK LAE LANE SIDEWAL SECTIONS N,T.S. NATE 2" SM -9.5 A : fVDOT STD. 1 MATCH EXISTING 3 BM -25 _-t CG -6, TYP. PAVING SECTION 8" VDOT #21A OR PROPOSD SECTION COMPACTED SUBGRADE (WHICHEVER IS GREATER) L�L RIO ROAD FRONTAGE IMPROVEMENTS TYPICAL SECTION WEST OF ENTRANCE 7" REINFORCED CONCRETE SLAB; 4000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK REINFORCED WITH 6" X 6"W "Xio WWM 6" X 6" W 10/o VWVM 4" COMPACTED VDOT #21A STONE BASE - VDOT (UD -4) UNDERDRAINS AS REQUIRED BY VDOT 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL SECTION P-004 8) SECTION H-020 2" VDOT SM 9.5A ASPHALT WEARING COURSE 3" VDOT BM 25 ASPHALT BASE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE 4" REINFORCED CONCRETE SLAB; 3000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK 6" X 6" W loco WWF OR #4 REBAR @ 12" O.C. (VERT) AND #3 @ 6" O.O.C. (HORIZ) VVI 2" MIN, COVER COMPACTED VDOT #21A STONE BASE, 4" MIN. - VDOT (UD -4) UNDERDRAINS AS REQUIRED BY VDOT 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL CONCRETE PAD (LIGHT DUT Y0 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, 'VIRGINIA 229312 PHI 434-295-4005 FAX 434-295-2103 NTH OF 17 Alan G. Franklin Liar. No. 35326 W O �7, NAL TH OF Mark E. Keller Cert. No. 0239 C� (4 SDLP #0 2008-00101 SCALE: AS SHOWN ISSUED: 6-23-08 DRAWN BY. MOS 1. 8-21-08, ACSA COMMENTS 2, 3622-08, CO./ACSA COMMENTS 3, 10-15-08, RWSA COMMENTS 4. 1-15-08, REV. BLDG A,B,C,D & F 5. 3-2-09, ARB COMMENTS 6. 11-13-09, FINAL CO. APPROVAL Ail rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. C3 re Z U) 12' 12' VARIES (SEE PLAN) 2' 6' VARIES EX. EASTBOUND €€.X. EASTBOUND PROP, EASTBOUNDWALK LANE LANE LANE 2' MILL & OVERLAY ---■- --- . le 2% ., -2% t\.. :'\y' ��/ NATE 2" SM -9.5 A : fVDOT STD. 1 MATCH EXISTING 3 BM -25 _-t CG -6, TYP. PAVING SECTION 8" VDOT #21A OR PROPOSD SECTION COMPACTED SUBGRADE (WHICHEVER IS GREATER) L�L RIO ROAD FRONTAGE IMPROVEMENTS TYPICAL SECTION WEST OF ENTRANCE 7" REINFORCED CONCRETE SLAB; 4000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK REINFORCED WITH 6" X 6"W "Xio WWM 6" X 6" W 10/o VWVM 4" COMPACTED VDOT #21A STONE BASE - VDOT (UD -4) UNDERDRAINS AS REQUIRED BY VDOT 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL SECTION P-004 8) SECTION H-020 2" VDOT SM 9.5A ASPHALT WEARING COURSE 3" VDOT BM 25 ASPHALT BASE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE 4" REINFORCED CONCRETE SLAB; 3000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK 6" X 6" W loco WWF OR #4 REBAR @ 12" O.C. (VERT) AND #3 @ 6" O.O.C. (HORIZ) VVI 2" MIN, COVER COMPACTED VDOT #21A STONE BASE, 4" MIN. - VDOT (UD -4) UNDERDRAINS AS REQUIRED BY VDOT 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL CONCRETE PAD (LIGHT DUT Y0 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, 'VIRGINIA 229312 PHI 434-295-4005 FAX 434-295-2103 NTH OF 17 Alan G. Franklin Liar. No. 35326 W O �7, NAL TH OF Mark E. Keller Cert. No. 0239 C� (4 SDLP #0 2008-00101 SCALE: AS SHOWN ISSUED: 6-23-08 DRAWN BY. MOS 1. 8-21-08, ACSA COMMENTS 2, 3622-08, CO./ACSA COMMENTS 3, 10-15-08, RWSA COMMENTS 4. 1-15-08, REV. BLDG A,B,C,D & F 5. 3-2-09, ARB COMMENTS 6. 11-13-09, FINAL CO. APPROVAL Ail rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH434-295-4005 FAX 434-295-2103 -v"M op Alan G. Franklin Uc. No. 35326 loILI NA L NY'TH O -P V Mark E. Keller t7l, Cert No. 0239 SDP #. 2008-00101 SCALE. P=30' ISSUED: 6-23-08 DRAWN BY. AGF REVISIONS: I. 8-21-08, ACSA COMMENTS 2. 9-22-08, COJACSA COMMENTS 3, 10-15-08, RWSA COMMENTS 4. 1-15-08, REV. BLDG A,BC,D & F 5. 3-2-09, ARB COMMENTS 6, 11-13-09, FINAL CO. APPROVAL Ail rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. Q TERRA CONCEPTS, P.C. SHEET��/ Table 6. Sump Inlet Design Table INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEP -- Intensity 14.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) M F0 140) •ru- 0 0 Cc: E <e E 0 E E.2 C 0 0 '65 Mannings Coefficient, n is 0.013 - . E_: , -2 - - 0 - =3 0 > I> = R F 0 > > C C - LL 0 ULJD E CL :E E 0 C) 0 Inlet E Hydrology Curb and Gutter A3 A2 0.00 0.00 0.000 0.000 MO 0,00 0.00 5.87 539.80 539.03 76,43 0.013 1.01 15 6.48 5.00 0-25 A2 Al 0.00 0.00 0.000 0.000 UO OM 0.00 5.87 538.93 538.30 63.61 0.013 0.99 15 6.43 5.00 0.21 Al EX1-4 0.00 0.00 a000 0,000 0.00 0.00 0.00 5.87 538.20 537.80 7.67 0.013 5.22 24 51.86 5.00 0.03 Inlet Pipe run: D D8 D7 0,12 0.68 0.082 0.190 5.00 6.67 0.54 1.26 569.83 568.83 23.50 0.013 4.26 15 13.33 6.83 0,06 includes roof #5 D7 D6 0.11 0.68 0.075 0,372 5,06 6.65 0.50 2.48 566.83 558.32 112.21 0.013 7.58 15 17.79 10.21 0.18 includes roof #6 D6 DS 0.08 0.80 0,064 -1.969 5. 214 6.59 0A2 12.97 558.22 555.01 63.67 0,013 5,04 18 23.59 13,64 0.08 includes D6-1 & El & roof #3 D5 D4 0.06 0.72 0,043 2,210 5.32 6.56 0.28 14.50 554.91 552.35 50.25 0.013 5.09 18 23.71 14.08 0.06 includes D5-1 & roof #4 D4 D3 0.00 0.00 0.000 2.595 5.38 6,54 0.00 16.96 552.25 551.75 50.00 0,013 1.00 24 22.62 7.90 0.'11 includes D4-1 D4-4 D4-3 0.17 0.82 0.139 0.139 5,00 6.67 0,93 0.93 562.25 559.26 27,17 0.013 11.00 15 21.43 10.19 0.04 134-3 D4-2 0.00 0.00 0.000 0,139 5.04 6.65 0.00 0.93 557.26 554.60 133.13 0.013 2.00 15 9,13 5.69 0.39 D4-2 134-1 0.23 0.45 0.104 0.243 5A3 6.52 0.66 1.58 554.50 553.77 43.23 0.013 1.69 15 8.39 4.41 0.16 D4 D4 0,19 0.75 0.143 0.385 5.60 6.47 0.92 2.49 553.67 562.35 52.52 0.013 2,51 15 &88 5.49 0.16 D5-1 D5 0.05 0.72 0.036 0.117 6.00 6.67 0.24 0.78 556.88 556,01 37.49 0.013 4.99 16 4.43 6.27 0.10 includes roof #2 CL D6_2 D6-1 0.21 0.65 0,11 37 0.250 5,24 6.56 0,90 11.65 561.66 559.82 29,59 1 0.013 6.22 15 ^t;.11 8.45 1 0.06 D6-1 D6 0.21 0.58 0.122 0.453 5.30 6,57 0,90 1 2.97 1 559.72 558.32 35.50 0.013 1 3,94 1 15 12.83 8,50 0.07 includes roof #1 1 Pipe run: E E5 E4 0.21 0.81 0.170 0.170 5.00 6.67 1.13 1,13 579.09 571.24 80.86 0.013 9.71 15 20.13 8.97 0.15 E4 E3 0.00 0.00 0.000 0.507 5,15 &62 0.00 3,35 571.14 567.30 88.03 0,013 4.36 15 113.49 9.35 0.16 includes 154-1 & roof #7 & 8 E3 E2 0,41 0.60 0,246 0,753 5.31 6.56 1.61 4,94 567.20 562.44 110.68 0,013 4.30 15 13A0 10.34 0.18 E2 El 0.08 0.69 0.055 0,808 5.49 6.51 0.36 5.26 562.34 560.74 72.00 0,013 2.22 18 15.66 7.96 0,115 El DS 0:28 0.68 0,190 0.998 5.64 6.46 1.23 6.45 560,64 1 558.32 29.59 0.013 7.84 18 219A1 1 13-38 0.04 1 E4-1 0.19 0,73 f1139 0:139 5M -6.elj- 0.92 0.92 574-86 571.24 62.97 1 0.013 1 5 -7 5 15 '15.49 7,31 0.14 Pipe run: G G7 G6 027 0.60 0.162 0.162 5,00 6.67 1.08 1.08 565,60 563.50 124,57 0.013 1,69 15 8,39 4.71 0.44 G6 G5 0.00 0.00 0,000 0.162 6.44 6,52 0.00 1.06 560,50 559.88 124.00 0.013 0.1140 42 71. 11 A n/a n/a includes G6-1 G5 G4 0.00 0.00 0.000 0.162 UO 6.35 0,00 1-50 559.78 558.60 114.37 0,013 1.03 15 6.56 4.33 0.44 Q1 0 f rom SWM 42" 76 .9; G3 G2 0.00 0.00 MOO 0.1162 6.52 6.20 1.91 6.09 558.00 546.80 224.71 0.013 4.98 15 14.42 11.25 0.33 + Q10 from SWPkBF #1 G2 G1 0.00 0.00 0.000 0.162 6.86 6.10 0,00 6.09 544.00 540,00 68.62 0,013 5.83 15 16.60 11.93 0.10 G6-1 G6 0.42 0.90 0.378 0.378 5,00 5.67 2.52 2.52 563.75 563.50 7Z0 0.013 3.33 15 11.79 7.31 0.02 - I Pipe run: G34 G3-2 G3-1 0.00 0.00 1 0,000 0.000 0 0 0.00 1.9-9 566.00 564.39 a)0 -1 M 15 6.46 1 4.58 1 0.59 Q from detention comps G3 1 G3 0.00 0.00 0.000 0 6 59 6.48 UO 1.91 90 0.013 1.33 15 7,45 5.08 0 E Pipe run: H H7 H6 0,12 0,67 0,080 0,080 5.00 6.67 0.54 0.54 578,56 576.19 76.09 0.013 111 15 11,40 4.99 0.25 0) W 4; 0 H5 F14 0.15 0.65 0.098 0.178 535 6.55 0.64 1.17 571.05 570,83 34.52 0.013 0.64 15 5.16 3.49 0,16 H4 H3 0.08 OM 0.066 0.374 5.51 6,50 0.43 2.43 570.73 570.22 85.38 0.013 0.60 15 4,99 4.13 0.34 includes 1-14-1 H3 H2 0.95 0.53 0,504 0.878 5.86 6,39 3,22 5,61 570.12 569.31 135.54 0.013 0.60 18 &12 4.57 0,49 1 11 11.068 1 6.35 6.25 0.00 6.67 1 569.21 0.60 1 18 0711 includes H2-1 0.00 E00 0.000 35.0 r- Pipe run: H2-1 H2-1 H2 024 0.56 0. -190 1 0.190 5.00 6.67 -1,27 1.27 1 572.94 1 569.31=.58 Class 1 0.013 ca 15 1 24.82 10.86 0.04 1.59 1,00 4.9 9.0 class I Outfall of 11 Bio -filter # 2 18 cc 0 5.17 19 1 12,0 Class I Outfall of H1 -drain 0 Pipe run: 1-14-1 ca 4,98 3.12 0.47 1 1 0.25 0.80 2.6 '3) 15 14 0.24 0.61 0,145 0.146 5,00 6.67 1 0M, 0.98 578.02 577.16 79.30 0.013 1.08 15 5.73 4.81 0.27 'X0 0- 12 11 0.06 0.82 0.049 0.316 5.57 6,48 0.32 2.05 675.06 574,00 24.44 0.013 4.34 15 13.45 5.72 0.07 - CL ca E C: 0 roof # 1 0.09 0.90 0.081 1 0.081 5.00 6.67 0,54 0.54 0,013 1.00 8 1.21 5.00 0.00 roof # 2 0.09 0.90 0.081 1 0,081 6,00 6.67 0.54 0.54 0.013 1.00 8 1.21 5.00 0.00 roof # 3 0.09 0.90 u'sl 0.0811 SDO 6.67 0.54 0.54 0.013 1.00 8 1.21 5.00 0.00 roof # 4 0.09 0.90 0.081 0.081 5M 6.6.7 0.54 0.54 0.013 1.00 8 1.21 5.00 0.00 roof # 5 0,12 0.90 0.108 0,108 5.t70 6.67 072 0.72 0.013 1.00 8 1.21 5.00 0.00 roof # 6 0.12 0.90 0.1081 0.108 5,00 6.67 0.72 0.72 0,013 1.00 8 1.21 5.00 0.00 roof #7 & 8 0.22 0,90 0.198 0.198 5.00 6.67 1.32 11.32 0.013 1.00 12 3.56 5.00 0.00 roof # 9 0.30 0,_90 _0.27110 0.270 5-00 6.67 1.80 1.80 0.013 1,00 12 3.56 5.00 0.00 CD CL �2 9 3� 11! -A 19 ai .9 0- 9 cc - (5 a I a .-(6 to (0 - t=o *inlet not in sag curve, longitudinal approach grades are as indicated ALL 1 0.17 10,82 10,1391 0.56 1 0.03_ 0.59 0.0458 1 0:0200 2.0 1 C + 1.83 carryover from C2 & D5 B2 D12A�2.2 Qt @ 1 = 6.5 in/hr = 0.95 0.34 0.005 8.54 7= 77777777777 7-_"_' *inlet not in sag curve, longitudinal approach grades are as indicated ALL 0.17 10.82 10.139 1 0.56 1 0.00 0.56 0.0200 1 0.0200 10 0.0830 4.1500 2.45 134-4 DI 2AA 2.2 Qt @ I = 6.5 in/hr = 0.91 0.33 1 0,005 1 8.30 LEFT 0.06 0.75 0.045 0,18 1 0.01 0.19 0.0010 1 0.0200 1 2.0 1 0.0830 4.1500 3.80 RIGHT 0.13 o739 T 0.00 0.39 0.0010 1 0.0200 1 2 '1500 6.25 carryover from D5-1 134-1 F_%2A 2.2 Qt @ 1= 6.5 in/hr = 0,9 0.33 1 0.005 1 8,24 77, 777 -771 F, _W *inlet not in sag curve, longitudinal approach grades are as indicated ALL 1 0.21 10.65 10.1371 0.55 1 0,00 0.55 0.0200 0.0200 2.0 1 0.0830 4,1500 235 carryover from D6-3 D6-2 2.2 Qt @ 1 6.5 in/hr 0.9 0,33 1 0,005 1 8.24 -77 ..... *inlet not in sag curve, longitudinal approach grades are as indicated - [ 0.'l 1 0. 8 1 0.00 1 0 1 0.0200 ALL 1 0.21 0.81 70 M 0.0300 2.0 0.0830 4.1500 2.40 E5 [D1 -2A 21 Qt@1=6.5in/hr =l 1.1 1 0.36 1 0,005 1 9.43 *inlet not in sag curve, longitudinal approach grades are as indicated ALL 1 0,41 10.60 10,2461 0.98 0.00 0.98 1 0.0450 1 0.0200 2.0 0.08301 4,1500 1 2.90 B 6.0 Qt @ I = 6.5 in/hr =1 1.6 1 0.34 0.005 1 1- 8.61 Inlet not in sag curve, longitudinal approach grades are as, indicated ALL 1 0.28 10.68 10.1901 0.76 1 0.00 0.76 0.0200 OMOO 2.0 0.0830 1 4.1 El D1 -2A 2.2 Qt @ 1= 6.5 in/hr 1.2 0.37 1 0.006 9.96 Inlet not in sag curve, longitudinal approach grades are as indicated ALL J.'.0.19 0.73 0.139 0.55 0.00 0.55 0.0266 6.0200 2.0 1 0.0830 4.1500 2.35 E-4-1 2.2 Qt @ 1 6,5 in/hr 0.9 0.33 1 0 .005-1 8.24 LEFT 0.26 0.90 0.234 0.94 0.00 0.94 0,0010 0.0200 10 1 0.0830 4.1500 1 9.80 RIGHT 0.16 0.90 0.144 0,58 0.02 0.59 0.0010 0.0200 2.0T 0.0830 4.1500 7,75 carryover from G7 G6_1 D1 -2C 1 10.0 Qt @ 1 651n /hr 2.5 0.35 1 0.005 1 9.20 7 7 Inlet not in sag curve, longitudinal approach grades are as indicated ALL 1 0.12 10.67 1 0M01 0,32 1 0,00 0,32 1 0.0450 1 M200 2.0 0,0830 4.1500 1.47 H7 ED:M 2,2 Qt @ I = 6.5 in/hr =1 0.5 1 0.28 - 0.004_ 5,56 Inlet not in sag curve, longitudinal approach grades are as indicatedI ALL 0.15 'I 0.65 10,0981 0,39 1 0.00 0.39 0.0458 0.0200 2.0 0.0630 4,1500 H5 WA 2.2 Qt @ I = 6.5 in/hr = 0.6 -0.29 0.004 6.28 1 OM 10.52 1 0.3071 1.23 0.00 1.23 0.021.00 0.0200 2.0 0.0830 4,1500 5,01 -LEFT RIGHT 0.36 0.53 0.191 0.76 0.00 0.76--T02-00 T OMOO 1 2.0 1 0.0830 4.1500 3.40 H3 L 13M 12.0 Qt @ 1 6.5 in/hr 3.2 0.3 7 0.006 9M *inlet not in sag curve, longitudinal approach grades are as indicated --- - ALL 1 0.34 10,56 10.1901 0.76 1 0.0"1 0.77 0.0300 1 0.0200 2.0 0.0830 1 4.1500 4.25 H2-1 DI 2A 2.2 Qt @ 1 6.5 in/hr 1,2 0.37 O 00 9.99 7,77, 7 *inlet not in sag curve, longitudinal approach grades are as indicated -MOO 0=61 10,1461 0,59 1 0.00 1 0.59 .5300fl O ALL 0 2.0 0.0830 4,1500 3,65 150,34 �2A 2.2 Qt@1=6.5irVhrA- 1.0 1 O�O 05 8.84 Inlet not in sag curve, longitudinal approach grades are as indicated ALL 0,06 0.82 0.049 UO 1 0,00 0,20 0.0200 1 0.0200j 2.01 583( 66 t2 DI-2AA 2.2 Qt @ 1 6,5 in/hr 0.3 3.95 ORR- mg�m *inlet not in sag curve, longitudinal approach grades are as indicated - ALL 0.52 015 0.390 1.56 0,00 1.56 0.0276 0.0200 j.=0o.o836 4.1500 1 9.91 90 Dl -2B 4.0 _713.59 Qt@t=6,5in/hr -] 2.5 1 0.44 1 0,007 1 Table 7: Grade Inlet Design Table A 15 Z Z/ 4 X /Z i COORDINATE OFF-SITE I CONSTRUCTION SCHEDUL.� TO, I MININMIZE WSRUPTION OF I -HERITAGE HAL` \INGRESS/EGRESS REqibf E PAVEMENT AFTER CONSTRUCTION ) G d RIP RAP LINED CHANNEL 1) 2' DEPTH W/ 2:1 SIDE SLOPE A TIE TO EX, CHANNEL TO RIO ROAD o' DRAINAGE YqO EASEMENT TO Bt (+/- 12,753 SF) EXISTING SUMP SER,S, AS -DE-FACTO LEVEL SPREADER < Z LOCA f I'ON OF COt�, CRETE'Z PKAINAGE STRUC,�TUREI/OF/ UNKNOWN TYPE OFF -S" EFE -STO-R-M IMPROVE"MEN"'TS (HERITAGE HALL. 7 UCTION JIRED :;- C ; 4XISTING 18" STORM SYSTEM (INADEQUATE RECE��� I-UAKM4CrN Table 8: Pipe Design Table PIPE DESIGN TABLE n = 0.025 for CMP n = 0.013 for RCP n 0.01 for HDPE Pipe Hydrology Pipe M F0 140) •ru- 0 0 Cc: E <e E 0 E E.2 C 0 0 '65 to T - . E_: , -2 - - 0 - =3 0 > I> = R F 0 > > C C - LL 0 ULJD E CL :E E 0 C) 0 E I E Pipe run: A A4 A3 0.00 0.00 1 0.000 0.000 0.00 0.00 0,00 5.87 543.10 542.90 12.29 0.013 1.63 15 8.24 5.00 0.04 Q from detention cornps A3 A2 0.00 0.00 0.000 0.000 MO 0,00 0.00 5.87 539.80 539.03 76,43 0.013 1.01 15 6.48 5.00 0-25 A2 Al 0.00 0.00 0.000 0.000 UO OM 0.00 5.87 538.93 538.30 63.61 0.013 0.99 15 6.43 5.00 0.21 Al EX1-4 0.00 0.00 a000 0,000 0.00 0.00 0.00 5.87 538.20 537.80 7.67 0.013 5.22 24 51.86 5.00 0.03 Cd Pipe run: D D8 D7 0,12 0.68 0.082 0.190 5.00 6.67 0.54 1.26 569.83 568.83 23.50 0.013 4.26 15 13.33 6.83 0,06 includes roof #5 D7 D6 0.11 0.68 0.075 0,372 5,06 6.65 0.50 2.48 566.83 558.32 112.21 0.013 7.58 15 17.79 10.21 0.18 includes roof #6 D6 DS 0.08 0.80 0,064 -1.969 5. 214 6.59 0A2 12.97 558.22 555.01 63.67 0,013 5,04 18 23.59 13,64 0.08 includes D6-1 & El & roof #3 D5 D4 0.06 0.72 0,043 2,210 5.32 6.56 0.28 14.50 554.91 552.35 50.25 0.013 5.09 18 23.71 14.08 0.06 includes D5-1 & roof #4 D4 D3 0.00 0.00 0.000 2.595 5.38 6,54 0.00 16.96 552.25 551.75 50.00 0,013 1.00 24 22.62 7.90 0.'11 includes D4-1 D4-4 D4-3 0.17 0.82 0.139 0.139 5,00 6.67 0,93 0.93 562.25 559.26 27,17 0.013 11.00 15 21.43 10.19 0.04 134-3 D4-2 0.00 0.00 0.000 0,139 5.04 6.65 0.00 0.93 557.26 554.60 133.13 0.013 2.00 15 9,13 5.69 0.39 D4-2 134-1 0.23 0.45 0.104 0.243 5A3 6.52 0.66 1.58 554.50 553.77 43.23 0.013 1.69 15 8.39 4.41 0.16 D4 D4 0,19 0.75 0.143 0.385 5.60 6.47 0.92 2.49 553.67 562.35 52.52 0.013 2,51 15 &88 5.49 0.16 D5-1 D5 0.05 0.72 0.036 0.117 6.00 6.67 0.24 0.78 556.88 556,01 37.49 0.013 4.99 16 4.43 6.27 0.10 includes roof #2 D6-3 D6-2 0.16 0.71 0.114 0,114 5,00 6.67 0.76 0.76 566,50 564.66 72,00 0.013 2-56 15 10.33 4.92 024 D6_2 D6-1 0.21 0.65 0,11 37 0.250 5,24 6.56 0,90 11.65 561.66 559.82 29,59 1 0.013 6.22 15 ^t;.11 8.45 1 0.06 D6-1 D6 0.21 0.58 0.122 0.453 5.30 6,57 0,90 1 2.97 1 559.72 558.32 35.50 0.013 1 3,94 1 15 12.83 8,50 0.07 includes roof #1 1 Pipe run: E E5 E4 0.21 0.81 0.170 0.170 5.00 6.67 1.13 1,13 579.09 571.24 80.86 0.013 9.71 15 20.13 8.97 0.15 E4 E3 0.00 0.00 0.000 0.507 5,15 &62 0.00 3,35 571.14 567.30 88.03 0,013 4.36 15 113.49 9.35 0.16 includes 154-1 & roof #7 & 8 E3 E2 0,41 0.60 0,246 0,753 5.31 6.56 1.61 4,94 567.20 562.44 110.68 0,013 4.30 15 13A0 10.34 0.18 E2 El 0.08 0.69 0.055 0,808 5.49 6.51 0.36 5.26 562.34 560.74 72.00 0,013 2.22 18 15.66 7.96 0,115 El DS 0:28 0.68 0,190 0.998 5.64 6.46 1.23 6.45 560,64 1 558.32 29.59 0.013 7.84 18 219A1 1 13-38 0.04 1 E4-1 0.19 0,73 f1139 0:139 5M -6.elj- 0.92 0.92 574-86 571.24 62.97 1 0.013 1 5 -7 5 15 '15.49 7,31 0.14 Pipe run: G G7 G6 027 0.60 0.162 0.162 5,00 6.67 1.08 1.08 565,60 563.50 124,57 0.013 1,69 15 8,39 4.71 0.44 G6 G5 0.00 0.00 0,000 0.162 6.44 6,52 0.00 1.06 560,50 559.88 124.00 0.013 0.1140 42 71. 11 A n/a n/a includes G6-1 G5 G4 0.00 0.00 0.000 0.162 UO 6.35 0,00 1-50 559.78 558.60 114.37 0,013 1.03 15 6.56 4.33 0.44 Q1 0 f rom SWM 42" G4 G3 0.00 0.00 0,000 0.162 6,44 6,22 2.68 4.18 558.50 558.10 30.81 0.013 1.30 15 7.36 6.19 0.08 + Q10 from SWM -BF #2 G3 G2 0.00 0.00 MOO 0.1162 6.52 6.20 1.91 6.09 558.00 546.80 224.71 0.013 4.98 15 14.42 11.25 0.33 + Q10 from SWPkBF #1 G2 G1 0.00 0.00 0.000 0.162 6.86 6.10 0,00 6.09 544.00 540,00 68.62 0,013 5.83 15 16.60 11.93 0.10 G6-1 G6 0.42 0.90 0.378 0.378 5,00 5.67 2.52 2.52 563.75 563.50 7Z0 0.013 3.33 15 11.79 7.31 0.02 - I Pipe run: G34 G3-2 G3-1 0.00 0.00 1 0,000 0.000 0 0 0.00 1.9-9 566.00 564.39 1 161.15 0.013 -1 M 15 6.46 1 4.58 1 0.59 Q from detention comps G3 1 G3 0.00 0.00 0.000 0.000 6 59 6.48 UO 1.91 90 0.013 1.33 15 7,45 5.08 1 0,68 E Pipe run: H H7 H6 0,12 0,67 0,080 0,080 5.00 6.67 0.54 0.54 578,56 576.19 76.09 0.013 111 15 11,40 4.99 0.25 H6 H5 0.00 0.00 0,000 0.080 525 6.58 0.00 0.53 576.09 571.15 44.50 0.013 11.10 15 21.52 7.85 0,09 H5 F14 0.15 0.65 0.098 0.178 535 6.55 0.64 1.17 571.05 570,83 34.52 0.013 0.64 15 5.16 3.49 0,16 H4 H3 0.08 OM 0.066 0.374 5.51 6,50 0.43 2.43 570.73 570.22 85.38 0.013 0.60 15 4,99 4.13 0.34 includes 1-14-1 H3 H2 0.95 0.53 0,504 0.878 5.86 6,39 3,22 5,61 570.12 569.31 135.54 0.013 0.60 18 &12 4.57 0,49 1 11 11.068 1 6.35 6.25 0.00 6.67 1 569.21 0.60 1 18 0711 includes H2-1 0.00 E00 0.000 35.0 Pipe run: H2-1 H2-1 H2 024 0.56 0. -190 1 0.190 5.00 6.67 -1,27 1.27 1 572.94 1 569.31=.58 Class 1 0.013 1 '14. 15 1 24.82 10.86 0.04 1.59 1,00 4.9 9.0 class I Outfall of 11 Bio -filter # 2 18 5.17 1.20 5.3 12,0 Class I Outfall of H1 -drain Class 1 Pipe run: 1-14-1 H4 1 0.20 0.65 M30 U, 7 571.35 570.83 87.37 0.013 0.60 1 15 HA_ I 10 5.00 C167 0.87 0,13 4,98 3.12 0.47 1 1 0.25 0.80 2.6 Pipe run. 15 14 0.24 0.61 0,145 0.146 5,00 6.67 1 0M, 0.98 578.02 577.16 79.30 0.013 1.08 15 5.73 4.81 0.27 14 13 0.00 0.00 0.000 0.146 5.27 6.57 0.00 0.96 577.06 576.10 50.91 0.013 1.89 15 &87 4.96 0,17 13 12 018 0.67 0.121 0.267 5,45 6,52 0.79 1.74 576.00 575.16 4150 0.013 1.93 15 8.98 5.78 0.13 12 11 0.06 0.82 0.049 0.316 5.57 6,48 0.32 2.05 675.06 574,00 24.44 0.013 4.34 15 13.45 5.72 0.07 1 1.40- _0.80 4.4 Pipe run: J J2 I _11 1 1.15r0,65 1 0.633 1 0.633 1 5,00 1 6.67 1 4.22 1 0 1 554.00 15 1 6.52 1 1 #101'(0! 0.5 Pipe run: ROOF roof # 1 0.09 0.90 0.081 1 0.081 5.00 6.67 0,54 0.54 0,013 1.00 8 1.21 5.00 0.00 roof # 2 0.09 0.90 0.081 1 0,081 6,00 6.67 0.54 0.54 0.013 1.00 8 1.21 5.00 0.00 roof # 3 0.09 0.90 u'sl 0.0811 SDO 6.67 0.54 0.54 0.013 1.00 8 1.21 5.00 0.00 roof # 4 0.09 0.90 0.081 0.081 5M 6.6.7 0.54 0.54 0.013 1.00 8 1.21 5.00 0.00 roof # 5 0,12 0.90 0.108 0,108 5.t70 6.67 072 0.72 0.013 1.00 8 1.21 5.00 0.00 roof # 6 0.12 0.90 0.1081 0.108 5,00 6.67 0.72 0.72 0,013 1.00 8 1.21 5.00 0.00 roof #7 & 8 0.22 0,90 0.198 0.198 5.00 6.67 1.32 11.32 0.013 1.00 12 3.56 5.00 0.00 roof # 9 0.30 0,_90 _0.27110 0.270 5-00 6.67 1.80 1.80 0.013 1,00 12 3.56 5.00 0.00 F_ Trench Drain 0.06 0.80 0.048 0.048 5.00 6.67 0.32 0.32 0.013 1.00 12 3,56 5.00 U0 Table 11: Outlet Protection Design Table (ref. Va. Erosion and Sediment Control Handbook, spec. 3.181 ------- ----- OUTLET PROTECTION DESIGN apron assumed to be on level ground Outlet Hydraulics Apron Cd 0) a 0 - N o' ; 16 ! CL 0 0 > CY) L E E C\1 0 0 Z a Cl Jremarks Class 1 > 0.5 LO Bio -filter # 1 15 1.59 1,00 4.9 9.0 class I Outfall of 11 Bio -filter # 2 18 5.17 1.20 5.3 12,0 Class I Outfall of H1 -drain Class 1 0.5 Bio -fitter # 2 12 0.25 0.80 2.6 8.0 class i Outfall of 12" trench Class 1 0.5 Bio -filter # 2 12 1 1.40- _0.80 4.4 8.0 Class I Outfall of 12" roof drain Class 1 0.5 BF #2 1-oftel 560 550 -------- SD F2 _ ST) k 11 +98.31 ___ I NYLOPLAST PVC SD F3 MA HOLE ISTA 13+10.39 _SD E4 I RI 580.24 STA 10+00, !NYLOPLAti I FV(-; IN�. IN 575.9 IN NHOLE VDOTST� UT MA - ---------- RTIW'6&1-.E ------ SD F1 i75.83 INV. OUT 577.( INV. IN 5711.24 (E) 5 I INV. IN 571.24 (F) STA 10+83.08 INV. OUT 571.14 NYLOPLAST PVC MANHOLE RIM 574.92 MV-.-IN-5721- INV. OUT 57 7- OF HDPE Aso/6 112.07 LF 0'U 83-08 LF C F �2" 112 4 L OF H PE HDPE 1.00% HDPEIIN-LINE 1 8" NYLOPLAST DRAI SYSTEM 12" NYLOPLA;3T HDPE IN -LINO W W.0 LU LU l!_ - �_ l-_ Uj DRAIN SYSTEM I < Z Z < < < < U) 10+00 11+00 12+00 13+00 112�.07LF�QF HDPE R.' Ny� np STORM DRAIN F,= SCALE H: I" = 50' V: I" = 10' •!! WOU Me 550 CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH, 4-34-295-4005 FAX 434-295-2103 TH OF Alan G. Franklin Lc. No. 35326 I'd ass "N '!)NAL O -P N Mark E. Keller Cert No. 0239 SDP SCALE. ISSUED: DRAWN BY. REVISIONS: 1. 8-21-08, ACSA COMMENTS 2, 9 M -22-08, CO,/ACSA COMMENTS 3. 10-15-08, RWSA COMMENTS 4, 1-15-08, REV, BLDG A,B,C,D & F 5. 3-2-09, ARB COMMENTS & 11-13-09, FINAL CO. APPROVAL All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. C TERRA CONCEPTS, P.C. 580 570 560 1 550 i I I I SD -A1 ! j SD -A4 , TA 11 46.54 STA 10+00.V0 S _ _ _ _-----__._.--S_ _ TL T _WM O I L -I-- _ TRUCT-ED - -- VC10T STD. M H 1 CONS ON EX. 24" RCP STUB STRUCTURE RIM 544.00' ( (SEE SWM ET� INV. IN 538.P0 RIM 551.63 WV. OUT 58.20 (EX 24") INV. IN 543.2 SD -A2 INV. OUT 543.10 STA ---- - 5 j ( VDOT TD. MH -1 1 ; RIM 546.50 1 63 INV. IN 1539.03 1 INV. OUT 538.93 ! I I _ 78" O S - T2.Y9 L OF 15" DETENTION { I RCP @ .63% NETWORK + O F 15 „ L ! 43 76. 61 F OF 1.5 w" RCP 0.99 0 RCP 1.01 °l0 I ' C E 1 E� , 24" RCP SD -A3 { 5.2% STA 11+38.2 I RIM 550,20 INV, IN 542.9 0, I INV. 1N 539,9 (8" FROM STC RMFILTER) INV. OUT 53980 10+00 11+00 STORM ORM DRAIN ` A' SCALE H: 1" = 50' V: 1" = 10' ------------ 600 SO D6-;3 STA 1035.50 { SDD6-3 VDOT "TO DI -26 STA 1 , �+37.09 I (8' THROAT)I VDOT STD DI -2B _ RIM 4TH 5 64.72 OAT 1590 590 INV. IN y559.82 --- - -� RIM 571.10 INV. OPT 559.72 ISD INV. OUT 566.50 i 'STA 10+00I SD D612 j 1 STA 1(i+65.09 VDOT STD DI 6 I VDOT STD DI -2A _�____ 580 580 R! M 564.72 - (2' THROAT} INV. IN 558.32 RIM 56.66 INV. IN 558.32 INV. IN 564,66 �INV.OUT 558.2 INV. 0j i 1 570 570 I I - I I 72.00 ,F OF 15 .5 560/0 0 1 MIN. HDPE 2 �SEPARATION , , - - 29.59 I 560 560 IHDPE @16.22% U h` 35,50 LF OF 15" HDPE @ 3.94% cn { w I } j 550 550 - -- ---I ------- ! I I i i 10+00 11+00 STORM DRAIN 'D6 -l' SCALE H: 1" = 50' V: 1" = 10' -_-.-__.- -_-_-- -- _ 570 560 550 600 590 70 580 ILS) 50 570 50 560 40 550 30 540 i ST 12+96.82 j VDOT STD D!-213 (8'THROAT) RIM 575.83 INV OUT 5%83 j STA 12+73.32 SD -D4 VDOT STD iDI-2B STA 10+4 7.19 (8' THROAT) VDOT STD MH RIM 575.83 RIM 559.08 - JINV. 1N 568.83__.---- _-___.._ ___------------- T INV. IN 55!2.35 (D) INV. OUT 5056.83 INV. IN 55.35 (D4-1) SD -D6 INV. OUT 552.25 STA 11+611.11 VDOT ST DI -26 - ( (6' THROAT) I 1 S D_D5 --- _.__ _ . __. _._RIM 564��2__..._ __ _-------- _ ----- -._ _ _._ ' EX.. GR2,©E STRUCTURES D2 & D1 STA 10+97.44 INV. IN 558.32 (D) HAVE BEEN ELIMINATED VDOT STD DI -213 INV. IN 558.32 (E) ROP, GRADE (4' THROAT) I INV. OUT 55&2,2- RIM 561.01 11 SD -D3 INV. IN 555.01 (DE -1) 1.1 INV. IN 5 5.01 D i i 5 .STA � C__ ONTECH INV. OUT 554. RCMP RISER 1.5'± 2 .50 LIF OF 15" TRIM 557.351 SPfARATlO HDPE @ 4.26% i INV. IN 551.751 1 SE ARATION �S�FOF18 636Z�'"FO�p4% I I 0.2 , .O9 HDPE ji w w , w - --I- 78" O SWM j SEPA ATION NETWORKN ¢ ¢ ¢ Q Z WUj Z Z LU I 50.00 LF 5F 24' HDPE @ .00°1� 0 --- - I d co I i I 10+00 11+00 STORE[ DRAIN U SCALE H: V=50' V: 1"= 10' 600 ---- -- - -- -� -- _� _ - - ----� I ; 1 SO D4-4 SIA 12+55.59- - -- L -2 V -----.-...' 590 590 . SD D4 DOT STD DI -2A STA 10+9.5 (2' THROAT) ! SD P,4-1 VDOT STD 1-1 R(II 571.25 STA 110+52.52 RIM 558.10 1 NV/. IN 562.35 VDC T STD DI -2A ( INV. IN 554., 0 IN {V. OUT 562.25 2 1 INV. OUT 554.50! T BOAT 580 580 RIM X59.57 ; I INV. IIN 553.77SD D4-3 I INV. TOUT 553.67 STA 12+28.42 VDOT STO MH SD D4 1 RIM 564,07 STA,10t00;Q4___�__- _.__.-- �------_.-__ ____.___ __ _._.__---_1_._ __ INV_ IN 553,26 _ _-- ._._._ EX. GRADE 570 570 VDOT STD MH 1 INV. OUT 57.26 RIM 559.08 PROP. GRADE: INV. IN 552.35 (D) _ INV. IN 552.351#D4-1) _ ! INV. OUT 552 5 r i 560 560 , _ ._ _ 7.17 LF (OF 15'� _ { ___._._ ..._._-_ HDPE @ 11.00°fo - - ---- - - ---- - - -- - - - - --- - t , I 43 23 LF OF 15 I { I i 550 550 HDP crS1.69To � 52.52 LF OF 15" j HDPE @ 2.51% ! I I I 540 540 i 1 ; I 1 i I 12+00 13+00 10+00 11+00 STORM DRAIN 9D4 -l' SCALE H: 1" 50' V: V = 10' SO E5 I { 1 I STA 13+51.16 I I VDOT ! O S D D - I ZrA SD D6 _ .� _ (2' THROAT)_ i j STA 10+00 iSD E3 j SDE RIM 585.37 I VDOT STP DI -213 I jSTA 12+12.27STA 13+00.31 INV. OU 579.019 I I (6' THRO ,T) VDOT STD DI- BB VD04F STD MH I RIM 564.71 ( (6 THROAT) R! M 81.64 I INV. N 8.32 D RIM 577.78 IN 5 �_--_-_INV-. N--5�1-.24. -F. ___ - -; -------- INV. _ -- -y INV. IN 5`8.32 (E) INV. IN 567.30 INV. IN 574.24 (} i INV. OUT 558.22 IINV. OUT 567.0 INV. AUT 571.14 ! SD E2 ! I I STA 11+01.59 EX. GRAD - I SDI ElPROP.GRADE _ VDOT ST DI -2B 1 ST 10+29.59 I V-15,OT -5TD DI -2A F fl ��0jo 'MOAT RIM 571.03 i $ro 0 1 (2 H ) INV. IN 562.44 I $0 �@ RIM 560.64 j iW, OUT 56234 INVI. IN 560.74 ! _ I 0 I 2 I 1.NV�OJT 560.64 ..- � 8,8,0'3 HDPE _ 30 Cc ! 72.00 LF OFUj 18 H` I SEPA ATION C) 1 U i - -- --- - 1W LU w ! - 29.59L OF I � ! c I LU Uj HDPE 7.84% � w I , , I i + 10+00 11+00 STORM DRAINT' SCALE H: 1" = 50' V: V = 10' 10+00 11+00 STORM DRAIN 'G3 Ql 9 SCALE H: 1" = 50' V: 1" = 10' 12+00 13+00 12+00 590 590 I 580 570 ----- I 560 550 1 I 560 VDOT STD DI -213 SO H5O7 I 4 THROAT_ TRIM 561.01 __ , j INV. IN 555.01 i j I ( STA VD I INV. OUT 554. SD G3-2 560 VDOT STD MHJ- - 580 bl-213 - I BOAT) 37.49 LF OF 1 1 STA 13+67.05 HDP. 4.991 (H) 570 550 ' - .. 2'- -- SEPARATION - - --- 78.91 --- - UN 671.15 - -- -�NV;-OU-T-5T-8r56-_ VDOT STD DI -1 - ?l - -- - - EXISTING RIM 576.66- - ? 1 fy 1 �w I SD G_3-1 j RIM 573.50 560 540 ---- ------ -- ------._.. ___--- -------- ---- ---- -____ --- --__ __ -._ __----- - - - STA 12+5.90 - tNV: flttT 566-00 24,58 LF OF 15" tSD H2 INV. OUT 50.12 SD 4 VDOT STD MH -1 SD H6 1 I I jSTA 10+37.43 ; STA 12+58.35 RIM 575. 1 STA 13+37.37 I SD G3 D VD©T_ST M IjF VD T D I- B ST D 2 - _____.-____- INV. IN 513 4.39 VDOT STD MH �,RIM STA 10+0J, 00 ( 4 HROATR1M ) 1 1 INV. OUT 564.29 580.69 I VDOT ST MH -1 RI 577.42 ( 11NV. IN 576.19 STA 10+02.39 I INV. IN 569.31(H1-1) INV. OUT 569.1 .21 ! INV1 INVI IN 570.83 (H) IN 570.83 (H4 1) INV. OUT 576.09 INV, N 561.55 PROP SED -- INV IN 569.00 INV. IN 558.10 ;ii GRAD INV, -EXIST OUT 570.73 _{- - INV, OUT 558.00 - '` f I EX. GR DE _ ---- --- _ PROP.�RADE 76.09��11°0 HDP p°I° r- ---- '' I - 135 _L _ I' ..."HDP ( °161.15 I LF OF 15" I rt H PE@0.6 ° 3 .52LFOF15" i 35.04 LF OF I L, _! J lw J �w[`i U H 1.2' PE @ 0.64% HOPE @0.60% 1 w U F U U v I 10+00 11+00 STORM DRAIN 'G3 Ql 9 SCALE H: 1" = 50' V: 1" = 10' 12+00 13+00 12+00 590 590 580 580 570 570 560 560 550 550 600 590 600 580 590 570 580 550 560 SD E4-1 ' STA 10+62.97 VDOT STD DI -' (2' THROAT) RIM 585.57 I INV. OUT 574.86 SD E4 STA 10+00 I VDOT STD MIH RIM 581.64 i INV. IN 571.24 INV. OUT 571.14 I ! I I I I I 1-- 44± 1 SEPARATION Q , „ i 62 87 LF OF 15 Z HDPE @ 5.75 0 i W �o I 1 ' I i , v I I 590 600 570 590 560 580 550 570 540 560 530 13+00 14+00 10+00 11+00 STORM DRAIN T444 SCALE H: 1" = 50' V: 1" = 10' 590 610 580 600 570 590 560 580 550 570 540 560 SD 5 I ST 11+98.14 ! VDOT STD DI -2A i (2' HROAT} I I - RI582.52 I SD -I3 INj OUT 578.02 i STA 10+67.94 i ! VDO STD DI -213 SD -12- j (6' THROAT) j STA 10+24.4 RIM 534.97 i. VDOT STD DI-2AA INV. 1 576.10 } _ .. ll INV. UT 576.00 1 I RIM 584.06 ; SD -14 I INV. IN 57516 I STA 11 +18.84 j INV. OUT 5� 5.06 I VDOT STD MH j 1 RIM 85.65 ISD -11 INV. N 577.16 I __-.�..______ _._.. __ .. _ _ ._.--_. _-_ STA 10 00 I PROP SED INV. OUT 577.06 f VDOT STD ES 1 GRAD PROPOSED INV. IN 574.00 GRADE , I , f --�- QF 15" L 38 _ Hut m - r ! r 0.91 LF I 15° EXISTING I HDPE @11.89% GRACE 77 I 2_ L F 1 ____._.__�_ -__ .--___.-__.-__. .----_ __ ______-- __-___ __ ____-------- HOPE .-. i__.__-__-- 4 LF ii \i-43.50 LF OF 15" I HDPE @ 4.34°/t� I HDPE @ 1.93b/o ! 1 I ! I � I I I I � ! I 610 600 580 - - ------ -- SD D5-) STA 10+37.49 VDOT STD 4 THROAT - RIM 56 - ----- --_1 DI -2B ! .70 � INV. OL T 556.88 II 570 SD D5 SD H7 STA 10+00 VDOT ST ___-._-____.___ (2 THROA Dl 2A , ____- ___ } VDOT STD DI -213 SO H5O7 5190 570 4 THROAT_ TRIM 561.01 __ G __.--------- --� j INV. IN 555.01 j I SD H3- !INV. IN 555.01 ( STA VD 112+92.or T STD DI -2A INV. OUT 554. ' 1- 560 VDOT STD MHJ- - 580 bl-213 - I BOAT) 37.49 LF OF 1 (2' THROAT) 583.16 HDP. 4.991 (H) 570 550 ' - .. 2'- -- SEPARATION - - --- 78.91 --- - UN 671.15 - -- -�NV;-OU-T-5T-8r56-_ I �� - ?l - -- - - EXISTING RIM 576.66- - ? 1 fy 1 �w OUT 571.05 j �w 560 540 Vw 1 INV. IN 570.22 I 580 570 560 550 540 12+00 13+00 10+00 11+00 12+00 10+00 STORM DRAIN M STORM DRAIN 'D5 -l' SCALE H: 1"=50' V: 1"= 10 SCALE H: 1 50 V: 1 = 10 I i ; I i I 1 SD -G5 _l I STA 14+38.;1 I SD -G7 } ; I i ( 60 O RC -MANHOLE STA 1 +87.27 _-------____..___ ___._ _ _ _ r _ _ _ _ __ ____-_-- _ _ . -o-­6-j--n------ VD _- _-_____ --- I iT BAFFLE�I57ALL --- -T_ ----- VD�T�TD. D! -2B a I j 1 f (SEE SWM DETAILS) I (4' THROAT) I I SD -93 SD -G4 ! RIM 569.67 I RIM 5660 f ! I ! STA �12+93.33 INV. IN 559. STjA 13+24.14 � � � �` 1 1 $ SD -G61 INV. OUT 565.60 I I VDOSTD MH BI_ RISER I INV, OUT 55b.78 STA 1+62.70 Rt 569.50 I I I I RIM 567.5 „ I 0 ! , I I 60 O RC -MANHOLE I Sq=G1 t � iNV. N51s1.55- N�/F. IN 558:BE? _ ....__..___-_ ;--_.___-_------------_-._ .___..__ I i � � RIM 5 7.50 STA 10+60.010 INV. N 558.10 IN OUT 558.50 iI INV. I NI 563.50 VDOT SLID ES -1 ( i INV. OUT 558.00 INV. iN' 563.50 I INV. OUTI540.00 I 1 i -PROPOSED INV. ! INV. OOT 560.50 1 1 ! 1 I GRADE , SD 2 i j STAT 10+68.62 _ - VDOT STD MH -1 ! (' I 1EXISTING 1NV.jM IIN 546.80 i GRADE I I i INV.IOUT544.00 1 j Q I i. I I 24.0 LF OF 42'1 HDPE @ 0.50!o I i I I DETENTION PIPE I 30. ( EE SWM DE 81 LF OF 15' �} I -�- - I DETAILS) I I j ! r HDPE 1.30% i , I I � I i I , I I I I ! „ 68.%62 LF OF 15 i IRCfP @ 5.8310 I , c I I ! I � � I , I ! I I 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STORM DRAIN 9G' SCALE H: 1"=50' V: V= 10' 10+00 11+00 STORM DRAIN U SCALE H: 1" = 50' V: 1" = 10' 600 i 590 580 SD H2 -1 - 570 SD H7 590 6010 VDOT ST ___-._-____.___ (2 THROA Dl 2A , ____- ___ } SO H5O7 OAT) 1 ! STA 14+13.451 j j I SD H3- INV. OUT ( STA VD 112+92.or T STD DI -2A 580 5910 VDOT STD DI�12A I VDOT STD MHJ- - STA 11+72.97 bl-213 ( 2' T BOAT) ! 'RIM (2' THROAT) 583.16 1 ____--.,___.- (H) VDOT STD q1 (12' THROAT) -2C --- -- - RIM INV. 78.91 --- - UN 671.15 - -- -�NV;-OU-T-5T-8r56-_ - ?l - -- - - EXISTING RIM 576.66- - ? 1 INV. OUT 571.05 j ! 9 Vw 1 INV. IN 570.22 l-- 560 570 1 1 24,58 LF OF 15" tSD H2 INV. OUT 50.12 SD 4 550 560 SD H6 ! I I I jSTA 10+37.43 ; STA 12+58.35 ! STA 13+37.37 I -- D VD©T_ST M IjF VD T D I- B ST D 2 - _____.-____- I VDOT STD MH �,RIM 577 26, ( 4 HROATR1M ) i 580.69 I INV. IN 569.311, (H) RI 577.42 ( 11NV. IN 576.19 STA 10+02.39 I INV. IN 569.31(H1-1) INV. OUT 569.1 .21 ! INV1 INVI IN 570.83 (H) IN 570.83 (H4 1) INV. OUT 576.09 PROP SED INV IN 569.00 ;ii GRAD INV, -EXIST OUT 570.73 GRAD= --- _ ---- --- _ 76.09��11°0 HDP p°I° 1--- - '' I - 135 _L _ I' ..."HDP o 010 -- -38--LF- OF 15�- H PE@0.6 ° 3 .52LFOF15" 35.04 LF OF 18" L, _! J lw J �w[`i U H 1.2' PE @ 0.64% HOPE @0.60% w U F U U v w SEf�ARATION tea, w - - -. .-- -�j w ¢W ¢R'¢ W t�-LU 0' ¢ w ¢WAC' �w►_ ¢ W 1- W Zi- Z�ZZ ¢¢� ¢¢¢ t- Z ¢ ¢ Zf- ¢¢ z ¢¢ t I I I 10+00 11+00 STORM DRAIN U SCALE H: 1" = 50' V: 1" = 10' 600 i 590 580 SD H2 -1 - 570 STA 10+2A.58 590 6010 VDOT ST ___-._-____.___ (2 THROA Dl 2A , ____- ___ } (6' TH, OAT) RIM 57 DI RIM 55.67 INV. OUT ' 72.94 INV. OUT SO H2 ! 580 5910 STA 10+00 VDOT STD MHJ- - --- bl-213 I RIM 577.26 (4' THROAT RIM 577.42 INV. IN 569.31 (H) 83 (H) INV. IN 569.31 (H4-1) _ - 83 (H4-1) INV. OUT 569. ?l - -- - - EXISTING 570 580-- - ? 1 GRADEUJ j ! 9 Vw 1 iw-Ulw-• l-- 560 570 I 24,58 LF OF 15" Z t Z HDPE @ 14.77% 550 560 --- -4!t, , I 600 590 590 580 580 570 570 560 560 550 - - } -- SD H41 580 560 570 STA 10+87.37 VDOT STD DI -213 (6' TH, OAT) RIM 55.67 INV. OUT 571.35 : SD H4 �I 1 STA 1 a+00 VDOT STD bl-213 I IPROPOSED (4' THROAT RIM 577.42 GRADE INV. IN_570 83 (H) �- _ --INV. IN 570 _ - 83 (H4-1) INV. OUT 5 0.73 - -- - - EXISTING - - 7 --LF, D - ? 1 GRADEUJ j ! 9 Vw 1 iw-Ulw-• h(.5h U) Z t Z I Z v ZZ --- -4!t, - -- I 590 570 580 560 570 550 560 540 550 530 10+00 11+00 STORM DRAIN'H4-l' SCALE H: 1" = 00' V: 1" = 10' SD 62 ! I 1 STA 10+98.15 RE LOCATED I VDOT STD. DI -213 12 THROAT I }} INV! OUT 555.00 SD J1 I STA 10+60.00 VDOT STID. DI -2B 1 4' THROA r RIM 557 38 I I INV. IN 5154.00 INV. 01111 553.3 ± j PROPOSE I GRADE 8.15 LF OF 18' RCP @ 1.02% GRAD Ex.' 18" RCP @ 5.91�Io 1 II II I I 10+00 11+00 STORM DRAIN. -T, SCALE H: 1" = 50' V: 1" = 10' 590 580 570 560 550 540 530 E. -IMI 570 560 550 1 540 530 ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE p T C%IA.,fl�'T�S'� I�I,E VIRGINIA 9i) I 22 2 PIS. 434-295-4005 FAX 434-295-2103 M x T o Alan G. Franklin. Lc. No. 35326 d �I I ONA L OF P�- Mark E. Keller r Cert No. 0239 E- U DP ° 1 SCALE. AS SHOWN ISSUED. 6-23-05 DRAWN BY. AGFMOS REVISIONS: 1. 8-21-08, ACSA COMMENTS 2. 9-22-08, CO./ACSA COMMENTS 3. 10-15-08 RSA COMMENTS 4, 1-15-08.3 REV. BLDG A B9 C9 D& F ) 5, 3-2-09, ARB COMMENTS 6. 11-13-09, FINAL CO. APPROVAL All rights reserved. No part of the material protected by this copyright (plans, Ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. J SHEEN M1 N oil, 61- wo" CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH, 434-295-4005 FAX 434-295-2103 NJITH op Alan G. Franklin lic. No. 35326 NA L ixTH OF Mark E. Keller r, Cert No. 0239 SDP #. 2008-00101 SCALE. 199 = 30' ISSUED. 6-23-08 DRAWN BY; AGF REVISIONS. 1. 8-21-08, AC SA COMMENTS 2. 9-22-08, CO./ACSA COMMENTS 3, 10-15-08, RWSA COMMENTS 4. 1-15-08, REV, BLDG A,B,C,D & F 5, 3-2-09, ARB COMMENTS 6, 11-13-09, FINAL CO. APPROVAL All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. @TERRA CONCEPTS, P.C. SHEET / v POST DEVELOPMENT AREA B-3 0 95' 30' 60' 920' J \ c = 0.88 tc = 8.5 mins, Q2(peak) = 1.43 cfs a critical dur. i, Qio(peak) = 1.91 cfs 0 critilcal dur. { 1 T IV ID RA CONCEPTS, P.C. CIVIC.' ENGINEERS LANDSCAPE ARCHITECTS S 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PI1 434-295-4005 FAX 434-295-2103 LTH OF V� Alan G. Franklin � Uc. No. 35326 W ,O W, LONA 1, OF Mark E. Keller r Cert, No. 0239 ` SDP #o 2008-0010. SCALE. F) = 30' ISSUED- 6-23-08 DRAWN BY. AGF 1. 8-21-08, ACSA COMMENTS 2, 9-22-08, CO./ACSA COM, MEN`S 3. 10-15-08, RWSA COMMENT'S 4. 1-15-08, REV. BLDG A,E,C,D & F 5. 3-2-09, ARB COMMENTS 6. 11-13-09, FINAL CO. APPROVAL Ali rights reserved. No part of the material protected by this copyright (pians, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.G. Stormwater Detention Compliance Post Development Area B (Heritage Hall) Peak Discharge Analysis - 2 yr storm Post Development Area A (Rio Load) Peak Discharge Analysis - 2 yr storm Time Bio -Filter #1 Bio -Filter #2 42" HPDE Total Q2(post) Description Time 78" CMP Total Q2(post) Description minutes (cfs) (cfs) (cfs) (cfs) minutes (C%) (Cfs) 8.5 1.22 1.55 1.16 3.93 duration = tc for Bio-Fiiter #1 (see reports) 8 3.46 3.46 duration = tc 0 1.26 1.82 1.23 4.31 duration = tc for 42" HDPE (see reports) R co 45 4.40 4.40 critical duration (see duration analysis in report, typ.) 10.5 1.29 1.95 1.24 4.48 duration = tc for Bio -Filter #2 (see reports) U is12 1.32 1.98 1.24 4.54 critical duration time for 42" HDPE (see reports) 23 1.43 2.10 1.18 11-4.71 critical duration time for Bio -Filter #1 (see reports) 5 1 1.43 1 2.10 1 1.16 4.69 critical duration time for Bio -Filter #2 (see reports) >>>>162(post) = 4.40 c% < Q2(pre) = 4.46 cfs _ Post Development Area A (Rio Road) Peak Discharge Analysis -10 yr storm >> >Q2(Post) = 4.71 cfs < Q2(pre) = 4.97 cfs t Post Development Area B (Heritage Hall) Peak Discharge Analysis -10 yr storm _. Time Bio -Filter #1 Bifo-Filter #2 42" HPDE Total� Qio(post) Description Time minutes 78" CMP (cfs) Total Qi;a(post) Description (cfs) (minutes) (cfs) (cfs) (cfs) (C%) 8.5 1.69 206 1.36 5.11 duration = tc for Bio -Filter #1 (see reports) 8 4.70 4.70 duration = tc rn 10 1.73 2.33 1.47 5.53 duration = tc for 42" HDPE (see reports) . .. ......:.... 36 5.88 5.88 critical duration (see duration analysis in report, typ.) 10.5 1.76 2.48 1.48 5.72 duration = tc for Bio -Filter #2 (see reports) U 0 15 1.85 2.58 1.50 5.93 critical duration time for 42" HDPE (see reports) o 23 1 1.91 1 2.67 1.47 6.05 critical duration time for Bio -Filter #1 (see reports) 28 1.89 2.68 1.42 5.99 critical duration time for Bio -Filter #2 (see reports) »» Qio(post) = 6.05 cfs < Qto(pre) = 6.53 cfs »» Q2(post) =5.88 cfs < Q2(pre) = 5.89 cfs T IV ID RA CONCEPTS, P.C. CIVIC.' ENGINEERS LANDSCAPE ARCHITECTS S 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PI1 434-295-4005 FAX 434-295-2103 LTH OF V� Alan G. Franklin � Uc. No. 35326 W ,O W, LONA 1, OF Mark E. Keller r Cert, No. 0239 ` SDP #o 2008-0010. SCALE. F) = 30' ISSUED- 6-23-08 DRAWN BY. AGF 1. 8-21-08, ACSA COMMENTS 2, 9-22-08, CO./ACSA COM, MEN`S 3. 10-15-08, RWSA COMMENT'S 4. 1-15-08, REV. BLDG A,E,C,D & F 5. 3-2-09, ARB COMMENTS 6. 11-13-09, FINAL CO. APPROVAL Ali rights reserved. No part of the material protected by this copyright (pians, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.G. I I lip, L14 10 me &K S�� CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 OP �o Alan G. Franklin Uc. No. 35326 '&<J1 101VAL O -P Mark E. Keller r" Cert. No. 0239 E" I 7 P E N'?, SDP #: 2008-00101 SCALE: F) = 30' ISSUED: 6-23-08 DRAWN BY: AGF REVISIONS: 11. 8-21-08, ACSA COMMENTS 2. 9-22-08, CO./ CSA COMMENTS 3. 10-15-08, RWSA COMMENTS 4. 1-15-08, RESP. BLOC A,B,C,D&F 5, 3-2-09) ARB COMMENTS 6. 11-13-09, FINAL CO. APPROVAL All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. @TERRA CONCEPTS, P.C. B10 -FILTER #1 PLANT LIST - Name SCie4iii- Common Quantity Caliper' Height' Root Comments Cl_ �Calycanthus floridus 'Dana' Dana ConTnon Sw eatshrub 46 3 G Dense form healthy color; uniform branching; 4'0.C. Lcp Cephalanthus occidentalis Buttonbush 29 3 G Dense form; healthy color; uniform branching; 4'0.C. CS Cornus sencea Red -os ier Dogwood 24 3 G Dense form; healthy color; unif orm branching; 4'0.C. Fothergilla de orf Fothergilla 13 9_ M, Airy' M. Airy DN 3 G 'Dense f orm; healthy color; unif orm branching; 4'0.C. dR Iris versicolor'Blue Rag, Blue Flag Iris 20 2" plugs All plants from one source; healthy color; balanced form ZO.C. ... .... .... .. . WT Wtasequoia glyptostroboides Dew n Redw cod 3 :2-2.5" B&B Straight trunk; branching begins at 3'; balanced head MV stralis' Australis Sw eetbay Wgnolia 6 an Iia virginica'Au B&B Branched to ground; dense foliage, straight, pyramidal form ;S1 Seed Seed 500 seed .f. ?Seed Seed Mx. See Notes this sheet for details and ordering information 1, FOR GENERAL PLANTING NOTES SEE SHEETS TITLED LANDSCAPE PLAN AND LANDSCAPE DETAILS. 2. SEED MIXTURE= 30% IRIS (IRIS VERISCOLOR'BLUE FLAG) Multi -trunk (3-5 trunks); w ell pruned (no straight w hip truinks) , VB Viburnum plicatum'Triurrph' Triumph Viburnum 20 35% CARDINAL FLOWER (LOBELIA CARDINALIS) 'Dense form; healthy color; uniform branching; 4'0.C. 1. FOR GENERAL PLANTING NOTES SEE SHEETS TITLED LANDSCAPE PLAN AND LANDSCAPE DETAILS. 20% TUSSOCK SEDGE (CAREX STRICTA) 15% LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM) SPACING: 2'0.C. SIZE: 2" PLUGS SOURCE: ENVIRONMENTAL CONCERN, INC. (410-745-9620) SOD MAY BE SUBSTITUTED FOR SEED MIX MIX 575 570 0+00 0+50 BIO -FILTER #1 SCALE H: V = 10' V: V = 5' SWM/MAINTENCE EASEMENT, TYP VDOT STD. ES -1 3:1 INV. OUT 574.00 VDOT STD. EC -1 RIP RAP- SEE ­ P. NOTE W, BELOW JE • 575 570 B10 -FILTER # 880 sf) 48"0 REINFORCED CONCRETE -OUTLET STRUCTURE (kE.DETAIL) 170 LL -j NOTE: ALL PLANTS SHOWN OVER PIPE WILL BE SHIFTED ACCORDINGLY IN THE -FIELD TO AVOID CONFLICT. RIP RAP TO BF -PI ACED AROUND PLANTS SHOWN IN THESE AREAS IN THE FIELD. 15 SCALE. 1" 10) \V/ _V I \\/ , SWM/MAINTEN CE EASEMENT, tYP-- 4 MOW— B10 -FILTER #2 PLANT LISM Label ScientificName CommonName QuantityCaliper, Height '- Comments :Gal canthus f loridus 'Dana' Dana Conymn Sweatshrub 21 3 G Dense form healthy color; unif orm branching; 4'0,C, CP Cephalanthus occidentalis Buttonbush 16 3 G Dense form healthy color; uniform branching; 4'0.C. CS Cornus sericea ;Red -osier Dogwood 8 -- - - -- 3 G Dense forrn; healthy color; uniform branching; 4 O.0 -------- IL Ilex glabra 'Nigra' ,Vi ra Inkberry 32 3 G Dense form healthy color; unif orm branching; 4'0.C, IR Iris versicolor'Blue Flag' Blue Flag Iris 25 2" plugs All plants fromone source; healthy color; balanced form, ZO.C. MT :Wtasequoia glyptostroboides 'Dawn Redwood 2 :2-2.5" B&B 'Straight trunk; branching begins at 3'; balanced head WV Wgnolia virginica'Australis' ';Australis Sw eetbay Wgnolia 1 7-8' B&B .'Branched to ground; dense foliage, straight, pyrarridalform S1 Seed Seed 1000 :seed(s.f, Seed Mx: See Notes this sheet for details and ordering information ;SB Salix babylorrica Babylon Weeping WIlow 1 11,5-2" B&B Multi -trunk (3-5 trunks); w ell pruned (no straight w hip truinks) , VB Viburnum plicatum'Triurrph' Triumph Viburnum 20 3 G 'Dense form; healthy color; uniform branching; 4'0.C. 1. FOR GENERAL PLANTING NOTES SEE SHEETS TITLED LANDSCAPE PLAN AND LANDSCAPE DETAILS. 2. SEED MIXTURE= 30% IRIS (IRIS VERISCOLOR'BLUE FLAG') 35% CARDINAL FLOWER (LOBELIA CARDINALIS) 20% TUSSOCK SEDGE (CAREX STRICTA) 15% LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM) SPACING: 2'O.C. SIZE: 2" PLUGS SOURCE: ENVIRONMENTAL CONCERN, INC. (410-745-9620) 575 ---------- SEE! STORMWATER SD G4 MANA EMENT PLAN FOR POND CON ROL STRUCT RE PLA, TING DETAILS- 48" RC RISI .R W1 PLASTIC SOLUTIONS, 4 -6'MAX HEI HT MODULAR _.-EQUAL _T.RAS_H_R ACK-WIT-H-LOCK ABLE _M, _,.__1RE_TA1NtN_G _WALL________ ACCESS AND VDOT ST -1 STEPS f 7W = 580.0 ) RIM ELEV. 569.50 IBW = 574.0 ) 12"x6" ORIFICE ELEV. = 56�,00 81 INV, IN = 550.650 1 INV. OUT = 58,50 MIN. _____(S_EE_-DETA1 IN�ANIKL 1 EXISTING GR DE ELEV. 572.00 PROPOSED GRADE CLEANOU r, TYR U 2'-6l'BIOFILTER MIC (PER STATE STAN RDS) V 4" 6EAGRAVEL zF 1";DERDRAIN GRAVEL U WR�PPED IN GEOtECH FABRIC (AA' HTO M43, 1/2"11 15" HDP 1.0 % 15" HDOE @ 1,64% (MIN) TO DI -PVC--@- T-PERF�RAT- E& S-DR -3',5 PROVIIIJE ACROSS ENTIRE WIDHT @ FO, O.C. 6" NON-PERF61RATED SDR 35 PVC @ 1. SLOPE (MIN) NOTES: . I 1, THE NEED FOR ADPITIONAL PER�'ANENT EROS! DN PROTECTION FROM EDGE� OF PAVEMEN TO THE TION ETEN �Sls BOTTOM OF THE B�OR REA MUST BE EVALUATED ON AN INDIVIDUAL PROJECT B 2. THEIDISTANCE BE�TWEEN CLEAN- i OUTS WILL NO F EXCEED 50 F I EET. ------ - ---------- - - ------- - - ----- ------ 0+00 0+50 1310 -FILTER #2 SCALE H: 1" 101 V: I"= 5' AIDE NOTE: CLASS I RIP, RAP FILLED ALL PLANTS SHOWN }VER PIPE WILL GABION BASKETS TO SERVE BE SHIFTED ACCORDINGLY IN THE AS TRASH FOREBAY- STONE FIELD TO AVOID CONFLICT. TO BE PROVIDED BY CHARLES LUCK STONE RIP RAP TO BE PLACED AROUND CENTER ("LARGE CHALET") S SHOWN IN THESE AREAS IN THE I ELDJ SWM/MAINTENCE Z 8 C.Y. VDOT STID ECA RIP RAP- SEE TYP, NOTE BELOW /EASEMENT, TYP 48"0 R INFORCEP/ CONCR E OUTLET 00• RUCTU SD (SEE DETAIL) xle 9i 04. 00 20 -VB R 0. SWM/MAINITENCE EASEMENT,, WP </ B _�_1310-FILTER #2 SCALE. I" =10' 570 565 555 P INS 01 'M F,w 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OFOPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER, A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS, 2, PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 15" RCP CULVERT REINFORCED CONCRETE PLASTIC SOLUTIONS, OR EQUAL, TRASH RACK W/ ACCESS HATCH ONE (1) 6" x 12" ORIFICE W/ PLASTIC SOLUTIONS, OR EQUAL, TRASH RACK RISER CREST V 100 YR STORM PEAK ELEV. 569.68 ELEVATION 5% ).50 1 _V 10,YR STORM PEAK ELEV. 569.50 12" 2 YR STORM PEAK ELEV. 569.02 611 N L -J-1-1 BIO -FILTER BOTTOM = 567.00 I I I , _ " /\\/ \�,/\�,, I .. x \ 4 ONE (1) 6" x 12" ORIFICE @ ELEV. 568.00 W/ PLASTIC SOLUTIONS, OR 6" PVC UNDERDRAIN INV. IN 563.00 EQUAL, TRASH RACK INV. IN INV. OUT 558.60 558,50 15"HDPE (a) 1.64% HDPE @ 1.03% 41 46 12" CONCRETE BASE 7211 SECTIION BIO -FILTER # I RISER STUCT. G-4 DETAIL PLASTIC SOLUTIONS, OR EQUAL, TRASH RACK W/ ACCESS HATCH RISER CREST ELEVATION 573.50 REINFORCED CONCRETE 15" RCP CULVERT '-ONE (1) 6" x 12" ORIFICE W/ PLASTIC SOLUTIONS, OR %14U RASH RACK EQUAL, T PLAN 100 YR STORM PEAK ELEV. 573.29 _V 10, YR STORM PEAK ELEV. 572.89 2 YR STORM PEAK ELEV. 572.62 BIO -FILTER BOTTOM 571.00 ..-----ONE (1) 6" X 12" ORIFICE@ x/\X/, 77777 ELEV. 572.00 W1 PLASTIC SOLUTIONS, OR EQUAL, TRASH RACK 6" PVC UNDERDRAIN INV. OUT INV. IN 567.00 6" , 15" HDPE @ 1,00% 4 124' CONCRETE 72" IrBASE SECTION BIO -FILTER # I RISER STUCT G3-2 2 15 j DETAIL ID -000 MT3. RRA CONCEPTS P.C. ENGINEERS CIVIL LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 VTH 0,6, Alan G. Fr 9 Lie. No. 35326 L01VAL �aH O -r N 0 Mark E. Keller t_1 Cert. No, 0239 E_ L) SDP #v 2008-00101 SCALE: AS SHOWN ISSUED: 6-23-08 DRAWN BY. SWE/AGF REVISIONS: L 8-21-08, ACSA COMMENTS 2. 9-22-08, CO./ACSA COMMENTS 3. 10-15-08, RWSA COMMENTS 4, 1-15-08, REV. BLDG A,B,C,D & F S. 3-2-09, ARB COMMENTS 6 11-13-09, FINAL CO. APPROVAL All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced charged or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third p" without first written authorization of Terra Concepts, P.C. CTERfL4 CONCEPTS, P.C. 76`� lyc"It, - 47D 1_93 .j 8 -CP 2- I -CIL W a. Z Lu � Z mW r% � 10 04. 00 20 -VB R 0. SWM/MAINITENCE EASEMENT,, WP </ B _�_1310-FILTER #2 SCALE. I" =10' 570 565 555 P INS 01 'M F,w 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OFOPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER, A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS, 2, PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 15" RCP CULVERT REINFORCED CONCRETE PLASTIC SOLUTIONS, OR EQUAL, TRASH RACK W/ ACCESS HATCH ONE (1) 6" x 12" ORIFICE W/ PLASTIC SOLUTIONS, OR EQUAL, TRASH RACK RISER CREST V 100 YR STORM PEAK ELEV. 569.68 ELEVATION 5% ).50 1 _V 10,YR STORM PEAK ELEV. 569.50 12" 2 YR STORM PEAK ELEV. 569.02 611 N L -J-1-1 BIO -FILTER BOTTOM = 567.00 I I I , _ " /\\/ \�,/\�,, I .. x \ 4 ONE (1) 6" x 12" ORIFICE @ ELEV. 568.00 W/ PLASTIC SOLUTIONS, OR 6" PVC UNDERDRAIN INV. IN 563.00 EQUAL, TRASH RACK INV. IN INV. OUT 558.60 558,50 15"HDPE (a) 1.64% HDPE @ 1.03% 41 46 12" CONCRETE BASE 7211 SECTIION BIO -FILTER # I RISER STUCT. G-4 DETAIL PLASTIC SOLUTIONS, OR EQUAL, TRASH RACK W/ ACCESS HATCH RISER CREST ELEVATION 573.50 REINFORCED CONCRETE 15" RCP CULVERT '-ONE (1) 6" x 12" ORIFICE W/ PLASTIC SOLUTIONS, OR %14U RASH RACK EQUAL, T PLAN 100 YR STORM PEAK ELEV. 573.29 _V 10, YR STORM PEAK ELEV. 572.89 2 YR STORM PEAK ELEV. 572.62 BIO -FILTER BOTTOM 571.00 ..-----ONE (1) 6" X 12" ORIFICE@ x/\X/, 77777 ELEV. 572.00 W1 PLASTIC SOLUTIONS, OR EQUAL, TRASH RACK 6" PVC UNDERDRAIN INV. OUT INV. IN 567.00 6" , 15" HDPE @ 1,00% 4 124' CONCRETE 72" IrBASE SECTION BIO -FILTER # I RISER STUCT G3-2 2 15 j DETAIL ID -000 MT3. RRA CONCEPTS P.C. ENGINEERS CIVIL LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 VTH 0,6, Alan G. Fr 9 Lie. No. 35326 L01VAL �aH O -r N 0 Mark E. Keller t_1 Cert. No, 0239 E_ L) SDP #v 2008-00101 SCALE: AS SHOWN ISSUED: 6-23-08 DRAWN BY. SWE/AGF REVISIONS: L 8-21-08, ACSA COMMENTS 2. 9-22-08, CO./ACSA COMMENTS 3. 10-15-08, RWSA COMMENTS 4, 1-15-08, REV. BLDG A,B,C,D & F S. 3-2-09, ARB COMMENTS 6 11-13-09, FINAL CO. APPROVAL All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced charged or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third p" without first written authorization of Terra Concepts, P.C. CTERfL4 CONCEPTS, P.C. ..t 550 61 1 535 3" PVC TO STORMFILTER REINFORCED CONCRETE BAFFLE WALL SECURED ° n TO STRUCTURE WALLS I .,4' 8'-6"7$"P PI1 15" RCP PIPE 1 I a _ F !� 1 i - I I VDOT STD. EXPANDED STEEL MESH (FLATTENED) SHALL HAVE I I ST -1 STEPS OPENINGS OF APPROX. 1/2 " X 1" AND WEIGH - 1 ` APPROX. 0.82 LBS. PER SQ. FT. MESH SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A-123. THE MESH SHALL EXTEND A MINIMUM OF 1" _�° i BEYOND ORIFICE, AND IS A BARRIER FOR RODENTS, ETC, THE SLOT FOR THE STEEL MESH IS TO BE CONSTRUCTED SO THAT THE MESH CAN BE ' d4 REMOVED FOR CLEANOUT PURPOSES. PLAN REINFORCED CONCRETE MANHOLE RISER ACCESS TRAFFIC RATED MANHOLE OR CATCH CONTRACTOR) �9Y ORATE FRAME INSIDE VEHICULAR WEARINQ SURFACE DIAMETER SHOULD STRUCTURE SHALL BE CONSTRUCTED cr (9Y CONTRACTOR} SEERR 4A}PRrOXdAATELY ) FROM SIGNED AND SEALED DOCUMENTS3 IFINISHED GRADE 0. PRODUCED BY A LICENSED STRUCTURAL ENGINEER-- ' , . NFol� f� EKY ENGINEER ..:� COMPACTED ,.,.,� �'w, - SUB GRADE w - - - CUT RISER TO FINAL CMp A15ER RASE COLLAR�SLAB ELEVATION (N FIELD --- '"=- (8Y CQN9' RT'OSRj USE FLEXIBLE JOINT CONSTT vnoN LOADS: MATERIAL fD PREVENT FOR TEMPORARY CONSTRUCTION VEHICLE LOADS. AN EXTRA AMOUNT Of COMPACTED COVER MAY 8E REQUIRED OVER THE TOP ACCESS LADDER CONCRETE FROM OF THE PIPE, THE HEIGHT -OF -COVER SHALL MEET THE MINIMUM REWIREMENTS SHOWN IN THE TABLE BELOW, THE USE OF (BY IMANUFACTkWR) CONTACTING THE HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED QRAOE COVER MINIMUMSRISER IN ANY WAY FAR NORMAL HIGHWAY TRAFFIC, AA BAFFLE WALL SECURED RIM ELEV. 551.63 MANHOLE RISER ACCESS TO STRUCTURE WALLS RIM ELEV. 551.63 TW = 549.55 ' ' v VDOT STD. ° ST -1 STEPS WEIR ELEV. �. VDOT STD. 100 -YR ELEV. 549.51 549.05 ST -1 STEPS 61 l I 10 -YR ELEV. 549.05 4 � 78" CMP PIPE 2 -YR ELEV. 548.08 4611 \ " 1.5' x 0.5' ORIFICE / W/ TRASH RACK/ 1 �„ A 4 7'-6" I INV. 546.65 �.� 1, ' WQV ELEV. 546.6 - } 8' M I E 4,360 CUBIC FT i 2 x 0.5' ORIFICE 6" I II�V.546.65 J �INV. 543.20 15" RCP PIPE v (- , 4 INV. 543.10 t t I. ... . a 11 : . 4 .... . , o 1 3" PVC SECTION INV. 543.20 SWM A e OUTLET STRUCTURE A4 SECTION DETAIL ISD -000 N.T.S. I CONTE. H CMP �3 I r ----------- _� _ T___ 8.5'x �' PRECAST OI�TLET� CONROL STRUCTRE W/ ACCESS MANHOLE I W/ VDO j STD. ST -1 Ll BAFF�E WALL I RIM 557. 5 CONTECH CMP EXISTi G GRADE I RIM 551.63 sD SEE DETAIL A4 I INV. IN 5 2 75 24 PROP SED GRADE ( ) ( ) I E ACCES MANHOLE ! W/ VDO STD. STA, T I TYP. ( CONTECH CMP ACCESS MANHOLE { W/ VDOT STD. STA, - _-_ ----------�_ _ _--- -----r- _ TYP. 24" HDPE 1.00% -- I ! I I I --- 27 LF 78"M 27 i 27 LF 78" CMP -` --- -- I HEADER PPE I ! I �y I HEADER PIPE III i P-1 4 LF R N`.� OF ;, 8it CM ' r 0 50°l0' MIN 16: � � 4 rv. � x. ,-� :.:.�.. .: � , A. -. RCP -1.000 I N . 543.79 j I , ! -- ____---____-.--------_-------__-----__-_._-----------__. _------________ _------------- 0+00 __.___ -_0+00 1+00 78" CMP PIPE STORMWATER DETENTION UNIT SCALE H: 1" = 10' V: V = 5' 71 AXLE LOADS (Mpa) INCHES -79 -7-5-110 12-42 60"0 PRECAST 210 2,0 3.0 310 40-72 3.0 3.0 U #.D 76--120 3.0 3.5 4>O 1 *.0 1 120-144 3.6 4,0 4.5 - :t A n . ° a -B2 ...�. r VDOT STD! i- T) 42 HDPE PIPE OT STD. D - B (4' THROAT) n ��- PLACE ON ONT H ESS 6"0 PVC PIPE STUB E ON C TECH GMP ACC ' MANHbL'.E d/lJOT D. T-1 4 MA LE W DOT STD._STA__ RIM 555.48 - - - - -RIM 3. PLAN VIEW - _- ham. _. - ., 2 78" CMP HE R PIPE 1 1 ( 555 545 535 116) -, 78" CMP PIPE STORMWATER DETENTION UNIT 16,/ SCALE. I" = 20 IPE SPAN AXLE LOADS (Mpa) INCHES -79 -7-5-110 12-42 60"0 PRECAST 210 2,0 3.0 310 40-72 3.0 3.0 U #.D 76--120 3.0 3.5 4>O 1 *.0 1 120-144 3.6 4,0 4.5 4.5 :t A n . ° a ...�. r 15 HDPEIP P E a � 42 HDPE PIPE � n ��- 8 .> a 6"0 PVC PIPE STUB 4 INVERT ELEV. 559.88" a 4 4. o u 4 h 116) -, 78" CMP PIPE STORMWATER DETENTION UNIT 16,/ SCALE. I" = 20 IPE SPAN AXLE LOADS (Mpa) INCHES -79 -7-5-110 12-42 60"0 PRECAST 210 2,0 3.0 310 40-72 3.0 3.0 U #.D 76--120 3.0 3.5 4>O 1 *.0 1 120-144 3.6 4,0 4.5 4.5 +dt7NlAdUA� COVET? AiA.YVR,RY, tJEF+ENOlnlG ONi_OG+t3. GGN(:>ITrONu�. 7�t.�' CL1ldTRA4CTC3Fi A4US7'6N'p, f+tC3F THFAt7t317'tON�ti. COt�R RFOUIRF.A TL5 AVOID a4MAGE TO THE PIPE, MffiW JM COVER IS MEASURED FROf4 THE LOFT OP THE PIP✓r TO TNETOIA Or- rW ifAWAtNW CONSTRUCTION ROADWAY SURFACE 3 CONSTRUCTION LOADING DIAGRAM SCALE: N.T.S. �* iiioklmf I � 0 8/4E/08 PREUMWMY FRWIW 4, ORAWNM ACN N0. DATE D£SCRNnWMI DRAYM aY APPROVED BY NOTE, I. LOCATION W ALL MAN1,104M STUBS, INLET'S, OUTLETS AND OUTLET CONTROL STRUCTURES, TO BE SPECIFIVO BY PROJECT ENGINEER OF RECORD PRIOR 70 FJA8RICATM, 2. ALL 4ZCOM)Ak" FD RFJNFORCING ON THE SYSTEM WILL BE DERONED BY MANUFACTURER TO CONFORM TO ASW A998 AFTER PURCHASE ORDER IS ISSUED. iHq - TO BE IDErERMINED CONTECHIDA 34463 A -A `--REINFORCER CONCRETE MANHOLE CAP DESIGNED RY ENGINEER I. THE CONCRETE CAP SHALL BE SIZED AND DESIGNED BY OTHERS SO THAT THE LOADS ARE TRANSMIrMD TO 'THE SOIL. AND NOT THE RISER. I. THE CONCRETE CAP SHALL BE SIZED 70 PROAOE AN AOEOUATE BOTTOM AREA BASED ON THE ALLOWABLE BEARING CAPACITY OF THE SOS.. 3. IHE FLEXIBLE JOINT MATERIAL (RECYCLED VINYL OR EC.) TO BE STIFF ENOUGH 50 THAT T'HE CONCRETE CAN NEVER ENGAGE 07H THE RISER CORRUGATIONS. f4_"� MANHOLE CAP DETAIL P4 SCALIE N.T.S, CONSTRUCTION DffAILS COWNSTOWATDR sown ' enc ANO 48'0 UNDERGOUND DETENTIONYYSTEM *> UPM arwsr.NCR m ST. MAR" HOSPITAL -MAPLE AVE PARKING LOT +" neoowev. KENRICO COUNTY, VA TRANSITION TO STANDARD PRE -CAST MANHOLE RISER T WIDE NOTCHED WEIR @ ELEV, 562.88 �---- REINFORCED CONCRETE BAFFLE WALL SECURED TO MANHOLE WALLS TW = 562.38 0 1 1 ° 71 42" 1 1 INV. 559.781 1 1 „ 0 1 1 1 142 HDPE PIPE 15 HDPE @ 1.03/o INV 559.88 ' O J O ,.• ® A O n O 0; 4 4 6"0 PVC PIPE STUB INVERT ELEV. 559.88 SECTION A -A 1, STORMWATER DET. STRUCTURE G5 DETAIL IT3-000 N.T.S, 1 \I IR.'\1 v",1ONS"I'RUCTION NOTES I l !IM\IW"I l X MI \AGI \lI 4 'PLANSI: 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS, 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLAICE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR, TRANSITION TO STANDARD PRE -CAST MANHOLE RISER REINFORCED CONCRETE BAFFLE WALL SECURED 3' WIDE NOTCHED TOP OF 42" TO MANHOLE WALLS WEIR @ ELEV. 562.88 0 PIPE TW = 563.38 100 YR T a - S ORM EL EV. 563.1 2 10 -YR STORM ELEV. 562.64 2 -YR STORM ELEV. 561.86 60"0 PRECAST MANHOLE BASE HERITAGE HALL 77 ,0 O 'io u 'a 6"0 ORI FICEEXPANDED STEEL MESH (FLATTENED) SHALL HAVE ELEV. 559.88 SECTION B -B OPENINGS OF APPROX. 1/2 " X 1" AND WEIGH APPROX. 0.82 LBS, PER SQ. FT. MESH SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A-123, THE MESH SHALL EXTEND A MINIMUM OF V BEYOND ORIFICE, AND IS A BARRIER FOR RODENTS, ETC. THE SLOT FOR THE STEEL MESH IS TO BE CONSTRUCTED SO THAT THE MESH CAN BE REMOVED FOR CLEANOUT PURPOSES. 4'x8' FILTERRA 16 // SCALE. V =10' 4'x6' FILTERRA _ I� -4-02--1 CIVIL, ENGINEERS ,ANDSCAPE ARCHITECTS 224 COURT SQUARE 14ARLOTTESVILLE, 'VIRGINIA 22902 PHi 434-295-4005 FAX 434-295-2103 -LTH tip l Alan G. Franklin Vd Lie. No. 35326 All NAL �LTH OF 'IT�1PG� Mark E. Keller Cert. No. 0239 SDP #- ?2008-00101 SCALE: AS SHOWN V N ISSUED: 6-23-08 DRAWN BY: SWE/MOS REVISIONS, 1. 8-21-08, ACSA COMMENTS 2. 9-22-08, CO.IACSA COMMENTS 3. 10-15-08, R'WSA COMMENTS 4. 1-15-08, REV. BLDG A,H,C,D & F 5. 3-2-09, ARB COMMENTS 60 11=13-09, FINAL CO. APPROVAL All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized In any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. 0 TERRA CONCEPTS, P.C. B 60"0 PRECAST REINFORCED CONCRETE MANHOLE ° . BAFFLE WALL SECURED TO MANHOLE WALLS VDOT STD. 4 4 A ST -1 STEPS a :t A n . a 15 HDPEIP P E a � 42 HDPE PIPE � n ��- 8 .> a 6"0 PVC PIPE STUB 4 INVERT ELEV. 559.88" a 4 4. o u 4 h B PLAN VIEW TRANSITION TO STANDARD PRE -CAST MANHOLE RISER T WIDE NOTCHED WEIR @ ELEV, 562.88 �---- REINFORCED CONCRETE BAFFLE WALL SECURED TO MANHOLE WALLS TW = 562.38 0 1 1 ° 71 42" 1 1 INV. 559.781 1 1 „ 0 1 1 1 142 HDPE PIPE 15 HDPE @ 1.03/o INV 559.88 ' O J O ,.• ® A O n O 0; 4 4 6"0 PVC PIPE STUB INVERT ELEV. 559.88 SECTION A -A 1, STORMWATER DET. STRUCTURE G5 DETAIL IT3-000 N.T.S, 1 \I IR.'\1 v",1ONS"I'RUCTION NOTES I l !IM\IW"I l X MI \AGI \lI 4 'PLANSI: 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS, 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLAICE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR, TRANSITION TO STANDARD PRE -CAST MANHOLE RISER REINFORCED CONCRETE BAFFLE WALL SECURED 3' WIDE NOTCHED TOP OF 42" TO MANHOLE WALLS WEIR @ ELEV. 562.88 0 PIPE TW = 563.38 100 YR T a - S ORM EL EV. 563.1 2 10 -YR STORM ELEV. 562.64 2 -YR STORM ELEV. 561.86 60"0 PRECAST MANHOLE BASE HERITAGE HALL 77 ,0 O 'io u 'a 6"0 ORI FICEEXPANDED STEEL MESH (FLATTENED) SHALL HAVE ELEV. 559.88 SECTION B -B OPENINGS OF APPROX. 1/2 " X 1" AND WEIGH APPROX. 0.82 LBS, PER SQ. FT. MESH SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A-123, THE MESH SHALL EXTEND A MINIMUM OF V BEYOND ORIFICE, AND IS A BARRIER FOR RODENTS, ETC. THE SLOT FOR THE STEEL MESH IS TO BE CONSTRUCTED SO THAT THE MESH CAN BE REMOVED FOR CLEANOUT PURPOSES. 4'x8' FILTERRA 16 // SCALE. V =10' 4'x6' FILTERRA _ I� -4-02--1 CIVIL, ENGINEERS ,ANDSCAPE ARCHITECTS 224 COURT SQUARE 14ARLOTTESVILLE, 'VIRGINIA 22902 PHi 434-295-4005 FAX 434-295-2103 -LTH tip l Alan G. Franklin Vd Lie. No. 35326 All NAL �LTH OF 'IT�1PG� Mark E. Keller Cert. No. 0239 SDP #- ?2008-00101 SCALE: AS SHOWN V N ISSUED: 6-23-08 DRAWN BY: SWE/MOS REVISIONS, 1. 8-21-08, ACSA COMMENTS 2. 9-22-08, CO.IACSA COMMENTS 3. 10-15-08, R'WSA COMMENTS 4. 1-15-08, REV. BLDG A,H,C,D & F 5. 3-2-09, ARB COMMENTS 60 11=13-09, FINAL CO. APPROVAL All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized In any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. 0 TERRA CONCEPTS, P.C. \--6" NON -PERFORATED PVC UNDERDRAIN GRAVE PIPE@ I% SLOPE (MIN) (AASHTO M43,1/2%1") L--/ ZPERFORATED SCHEDULE kO PVC PIPE OR EQUIVALENT @ 1% SLOPE (MIN) TO DI OR STORM CROSS SECTION DRAIN PROVIDE ACROSS ENTIRE NOTES: WIDTH @ 20 ft O.C. 1. THE NEED FOR ADDITIONAL PERMANENT EROSION PROTECTION FROM EDGE OF PAVEMENT TO THE BOTTOM OF THE BIORETENTON AREA MUST BE EVALUATED ON AN INDIVIDUAL PROJECT BASIS. 2. PROVIDE V-0" PONDING DEPTH TO THE CREST OF AN OVERFLOW STRUCTURE. AS AN ALTERNATIVE TO THE TRASH RACK, AN OVERFLOW STRUCTURE MAY BE A DROP INLET WITH A BAR GRATE, OR STONE WEIR DISCHARGE TO STABLE CHANNEL OR STORM DRAIN. 3. THE DISTANCE BETWEEN CLEAN -OUTS WILL NOT EXCEED 50 FEET. BIO -FILTER SECTION - D -06A 17 VEGETATIVE STONE PROTECTION @ 3:1 SLOPE WR -12 PROVIDE MINIMUM OF VOF /--SEE COVER DETAIL FOR INLETS 4" BELOW PAVEMENT TO PREVENT (MAX) RAMP SOIL LAYER UP TO milkolTm TOP OF BERM. STRUCTURE MUST OPTION(S) CLOGGING PASS 10 -YEAR STORM WITHOUT OVERTOPPING BERM PROVIDE STONE PROTECTION AROUND STRUCTURE (1) 4x4 TRASH RACK SEE PAVEMENT SOD TURF 61-01, CLEAN-OUT (1) 4x4 NOTE ff-elzY.0 *I :W 10 [el -1A SEE NOTE I 12'-01' WANATERTIGHT 6" THROAT RROTFCTION DEVICE FILTERRA FLO\ALINE MUST CAP(TYP) LUCK BIO -FILTER NOT RIEMOVE -LEAVE BE AT A HIGHER ELEVATION 4 -W'67--) IN PLACE iUNTIL SITE IS MIX OR TESTED AND OF FIELD POURED GUTTER 3r STABILIZED AND FILTERRA &31101 ELM 9 0 b e IS ACTIVA"TED APPROVED EQUIVALENT PRECAST BOX WALL W W a vo 4" DEEP PEAGRAVEL FILTER LAYER 1,10 Aim 4�m V-6 Vff M +-M M I I I'll s15 1 (MIN) \--6" NON -PERFORATED PVC UNDERDRAIN GRAVE PIPE@ I% SLOPE (MIN) (AASHTO M43,1/2%1") L--/ ZPERFORATED SCHEDULE kO PVC PIPE OR EQUIVALENT @ 1% SLOPE (MIN) TO DI OR STORM CROSS SECTION DRAIN PROVIDE ACROSS ENTIRE NOTES: WIDTH @ 20 ft O.C. 1. THE NEED FOR ADDITIONAL PERMANENT EROSION PROTECTION FROM EDGE OF PAVEMENT TO THE BOTTOM OF THE BIORETENTON AREA MUST BE EVALUATED ON AN INDIVIDUAL PROJECT BASIS. 2. PROVIDE V-0" PONDING DEPTH TO THE CREST OF AN OVERFLOW STRUCTURE. AS AN ALTERNATIVE TO THE TRASH RACK, AN OVERFLOW STRUCTURE MAY BE A DROP INLET WITH A BAR GRATE, OR STONE WEIR DISCHARGE TO STABLE CHANNEL OR STORM DRAIN. 3. THE DISTANCE BETWEEN CLEAN -OUTS WILL NOT EXCEED 50 FEET. BIO -FILTER SECTION - D -06A 17 TT N.T.S. WR -12 PROVIDE MINIMUM OF VOF (1) 3x3 4" FREEBOARD FROM DI TOP TO RAMP SOIL LAYER UP TO milkolTm TOP OF BERM. STRUCTURE MUST LIP OF STRUCTURE OR 6 x 8 PASS 10 -YEAR STORM WITHOUT OVERTOPPING BERM PROVIDE STONE PROTECTION AROUND STRUCTURE (1) 4x4 TRASH RACK SEE NOTE I—UP To 11 AF� NOTE: AS AN ALTERNATIVE TO THE TRASH RACK, AN OVERFLOW STRUCTURE MAY BE A DROP INLET WITH A BAR GRATE. BIOFILTER OVERFLOW STRUCTURES SECTION FILTERRAP AMERICAST® PH (804) 798-6068 is FAX (804) 752-6838 WWW.AMERICASTUSA.COM aft XA1 ail 01011"I 11VURAWAA1 il MR12:0"11111 VIEK1111 DETAIL SHAPING THEIRS) >IPE '4 VARIES 'OTHERS) D-005 N.T.& D-009 N.T.S. :7 INLET if STEP ('I 71) PLAN VIEW b I UKM1- IL t CARTRIDGE INLET PIPE OTBDR MATL INLET FLOW KIT DISSIPATOR SECTION A -A. CAST IN TOP SLAB TOP SLAB-----\ INTERLOCKING JOINT (TYP) co > z CAST IN TOP SLAB PI ANT AR RI IPPI ir-n BY AMERICAST (NOT SHOWN FOR CLARITY) PLUGGED INLET OARTOIDGE DISSIPATOR TEE 7.7 OUTLIF W) A FLOW 90 )UTLET ada STORMFILTER CARTRIDGE - - ff T� TT 15- 117TH1103 Ii �iL III TITT Ill= W -T Il 4'-0" IF (1) 3x3 PLUGGED INLET OARTOIDGE DISSIPATOR TEE 7.7 OUTLIF W) A FLOW 90 )UTLET ada STORMFILTER CARTRIDGE - - W TREE GRATE QTY & SIZE OUTLET PIPE SIZE 4 x 6 4'-0" 1101.0 zi W I ale] =1;r (1) 3x3 4" 1:97 .131111#1 4'-0" milkolTm v 1-gul Ogg 6 x 8 6-0" 81-01, (1) 4x4 4" 6x10 61-01, A (1) 4x4 61, ff-elzY.0 *I :W 10 [el -1A 12'-01' (2) 4X4 6" St ormFiIter o CONSTRUCTION -RELATED ERCGON RUNOFF. P E L I M I N AR'sT,40 f'WMWT MAY BE MOTWMD BY MiE OR MOM OF --ME F,.W,,, STRUCTURE WEIGHT ILI.& PAIEKM! 5,322,529,1 5,U4,5M; 5,707,52T. %04%0W APPROXIMATE HEAVIEST PICK = TBD LBS. RELATED FOREIGNPATOM, QR armr:RPATErm Peomm. GALVANIZED ANGLE NOSING CURB AND GUTTER /-(BY OTHERS) DOWEL BARS @ 12" O.C. j MULCH PROVIDED BY AMERICAST —/ to �INTERNAL PIPING FILTER MEDIA PROVIDED BY AMERICAST BY AMERICAST SECTION At -A DESIGNATION L W TREE GRATE QTY & SIZE OUTLET PIPE SIZE 4 x 6 4'-0" 6 =0" (1) 3x3 4" 4 x 8 4'-0" E4=6 I (1) 3x3 6 x 8 6-0" 81-01, St ormFiIter o CONSTRUCTION -RELATED ERCGON RUNOFF. P E L I M I N AR'sT,40 f'WMWT MAY BE MOTWMD BY MiE OR MOM OF --ME F,.W,,, STRUCTURE WEIGHT ILI.& PAIEKM! 5,322,529,1 5,U4,5M; 5,707,52T. %04%0W APPROXIMATE HEAVIEST PICK = TBD LBS. RELATED FOREIGNPATOM, QR armr:RPATErm Peomm. GALVANIZED ANGLE NOSING CURB AND GUTTER /-(BY OTHERS) DOWEL BARS @ 12" O.C. j MULCH PROVIDED BY AMERICAST —/ to �INTERNAL PIPING FILTER MEDIA PROVIDED BY AMERICAST BY AMERICAST SECTION At -A DESIGNATION L W TREE GRATE QTY & SIZE OUTLET PIPE SIZE 4 x 6 4'-0" 6 =0" (1) 3x3 4" 4 x 8 4'-0" 8'-0" (1) 3x3 4" 6 x 8 6-0" 81-01, (1) 4x4 4" 6x10 61-01, 101-011 (1) 4x4 61, 6 x 1261-011 I 12'-01' (2) 4X4 6" THROAT RROTFCTION DEVICE FILTERRA FLO\ALINE MUST #4 DOWEL BARS @ 12" O.C. TO BE BENTDO NOT RIEMOVE -LEAVE BE AT A HIGHER ELEVATION Plot IN PLACE iUNTIL SITE IS THAN THE BYPASS FLOWUNE OF FIELD POURED GUTTER 3r STABILIZED AND FILTERRA &31101 ELM 9 0 b e IS ACTIVA"TED PRECAST BOX WALL W W a vo St ormFiIter o CONSTRUCTION -RELATED ERCGON RUNOFF. P E L I M I N AR'sT,40 f'WMWT MAY BE MOTWMD BY MiE OR MOM OF --ME F,.W,,, STRUCTURE WEIGHT ILI.& PAIEKM! 5,322,529,1 5,U4,5M; 5,707,52T. %04%0W APPROXIMATE HEAVIEST PICK = TBD LBS. RELATED FOREIGNPATOM, QR armr:RPATErm Peomm. GALVANIZED ANGLE NOSING CURB AND GUTTER /-(BY OTHERS) DOWEL BARS @ 12" O.C. j MULCH PROVIDED BY AMERICAST —/ to �INTERNAL PIPING FILTER MEDIA PROVIDED BY AMERICAST BY AMERICAST SECTION At -A DESIGNATION L W TREE GRATE QTY & SIZE OUTLET PIPE SIZE 4 x 6 4'-0" 6 =0" (1) 3x3 4" 4 x 8 4'-0" 8'-0" (1) 3x3 4" 6 x 8 6-0" 81-01, (1) 4x4 4" 6x10 61-01, 101-011 (1) 4x4 61, 6 x 1261-011 I 12'-01' (2) 4X4 6" FILTERRAP AMERICAST 0 PH (804) 798-6068 FAX (804) 752-6838 WWW.AMERICASTUSA.COM CAST -IN-PLACE CURB AND — GUTTER ON EITHER SIDE OF FILTERRA (BY CONTRACTOR) ac CAST -[N -PLACE D 2 112" x 2 1/2" x 1/4" GALVANIZED ANGLE WITH 1/2" x 4" SHEAR STUD CONNECTORS AT 24" O.C. MAXIMU Q T_ C14 RECAST TOP SLABS 4" MINq 16" MAX CLEAfR OPENING PRECAST TOP SLAB 4 SECTION VIEW TOP SLAB NOSING SECTION VIEW FILTERRA THROAT OPENING FILTERR m GUTTER & THROAT OPENING DETAIL D-008 N.T.S. OPTIONAL: SMALL OR ME TREES (20'0. MAY BE ADDS BIOFILTER VEGETATIVE COVER: OPTION #2- TURF COVER SECTION ILE NONE DESIGNED; DRAWN; ATM ATM SOD TURF COVER MULCH of D -04B TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH, 434-295-4005 FAX 434--295-2103 0 0 CS Alan G. Franklin Lic. No. 35326 'Psi 0 NA L UO Mark E. Keller Cert. No. 0239 E NYCiti - SDP #: 2008-00101 SCALE: AS NOTED ISSUED: 6-23-08 DRAWN BY: AGF REVISIONS: L 8-21-08) ACSA COMMENTS 1 9-22-08, CO./AGER COMMENTS 3. 10-15-08, RWSA COMMENTS 4. 1-15-08, REV. BLDG A,B,C,D & F 5. 3-2-09, ARB COMMENTS 6. 11-13-09, FINAL CO. APPROVAL All fights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. 0 TERRA CONCEPTS, P.C, GUTTER AT THROAT OPENING (BY CONTRACTOR) TRANSITION TO DEPRESSED IMPORTANT! GUTTER AT THROAT OPENING THROAT RROTFCTION DEVICE FILTERRA FLO\ALINE MUST #4 DOWEL BARS @ 12" O.C. TO BE BENTDO NOT RIEMOVE -LEAVE BE AT A HIGHER ELEVATION AS NECESSARY PRIOR TO INSTALLATION IN PLACE iUNTIL SITE IS THAN THE BYPASS FLOWUNE OF FIELD POURED GUTTER 3r STABILIZED AND FILTERRA (CURB OR DROP INLET OPENING) IS ACTIVA"TED PRECAST BOX WALL SECTION VIEW FILTERRA THROAT OPENING FILTERR m GUTTER & THROAT OPENING DETAIL D-008 N.T.S. OPTIONAL: SMALL OR ME TREES (20'0. MAY BE ADDS BIOFILTER VEGETATIVE COVER: OPTION #2- TURF COVER SECTION ILE NONE DESIGNED; DRAWN; ATM ATM SOD TURF COVER MULCH of D -04B TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH, 434-295-4005 FAX 434--295-2103 0 0 CS Alan G. Franklin Lic. No. 35326 'Psi 0 NA L UO Mark E. Keller Cert. No. 0239 E NYCiti - SDP #: 2008-00101 SCALE: AS NOTED ISSUED: 6-23-08 DRAWN BY: AGF REVISIONS: L 8-21-08) ACSA COMMENTS 1 9-22-08, CO./AGER COMMENTS 3. 10-15-08, RWSA COMMENTS 4. 1-15-08, REV. BLDG A,B,C,D & F 5. 3-2-09, ARB COMMENTS 6. 11-13-09, FINAL CO. APPROVAL All fights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. 0 TERRA CONCEPTS, P.C, 0). Wig 16511 W, I =1 I ME 1 CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 0—H ,yTH OF Alan G. Franklin Lic. No. 35326 �4 10NAL OF TrI�'G> Mark E. Keller r" Cert. No. 0239 SDP M. 2008-00101 SCALE: P = 30' ISSUED: 6-23-08 DRAWN BY: AGF REVISIONS: 1. 8-21-08, ACSA COMMENTS 2. 9-22-08, CO./ACSA COMMENTS 3. 10-15-08, RWSA COMMENTS 4. 1-15-08, REV. BLDG A,B,C,D & F 5. 3-2-09, ARB COMMENTS 6, 11-13-09, FINAL CO. APPROVAL All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. (D TERRA CONCEPTS, P.C. 570 «if �f] Rue 540 j5. NOTES: 1. ALL WATERLINE 2. ALL WATER )SERVICE �4VER3, THE MINIMU{'dVl . THEMINIMUM 3' MINIMUM 6. VDOT STD 16-1 SHALL BE (ICLASS CONNECTIONS VERTICAL SEPARATION_ TICAL VERTICALS COVER REQUI�ED (INLET SHAPING) 52 DUCTILE SHALL BETWEEN PARATION BE OVER CENTERLINE TO BEPROVIDED IRON PIP BE TYPE K COPPER STAR WEEN SANITA OF PI ON ALL TUBING. PIPES AND WATERmMAINS 'Y SEWER ANS} E. INLETS. IS WATERLINE 2". I I -- — I I (E 4-- - - _. _ - ---- --- ---- i i ! I PROPOSED GRADE c i 1 EXISTING GRADE 1 ( W TERLINE _ — ` COVER — �r 1 SEPARATION I co I U SEPA� ATION i -- �I — -r LX12�RWSATERLINE W ( W p Cr W W i iW- } 4.4'+ SEPARATION Q W i 0 X d j x C9 f I N >I Cp 1 J W ° Cil Cl.. n. 00 - _ (D ' MIN. N N a. I' ' i j OVER ---- ( 10+00 11+00 I I PROPOSED CLASS 8" 52 DIP WAERLINE 1 i SE ARATION j SEP RATION I I l ~J PRO PC7SED 8 i , SEPARATION i I i >. ---------- 1I CLASS WATERLINE I 52 DIP rI ( 1 U I l to m I W o0 cPROPOSED 12�' GLASS 52 DIPi ¢ (© W i I � w Q I I I Z I }I I 4 WATERLINE W U W U W I Z U_ — Eu w w Z U U W NLL U � W > W J U WW U W I ILLJ (� -- _ W _ I L Q F- IN >, r W z ❑ ❑ W U) W Uw ( W I �❑ :E Ed ry W W ❑ W U) CK ct ® W U) a � w ❑ w w U) W w y W � 1 0 w W S r _> D W Z Z F- Z O H r <C j 0 H F- Z I t- ~ Z F_ W E- 1Q_ Liu Z H Z W f LL O I' `y� }lj I eo J X 0 il. ° 6C> W IY] I W m Q �j Q I Qp (n i > X Q 0 i� �j - Li! i Q Q m � L Q Cfl > C X 0 W CO "� o X {:� i� Q �' �j <( Q UJ j [(3 o - o CO X I Ir W - --- �j -_ — ----_ I NCV (V - r r N N .�__._ ,_____ n d T___-________ r o O __. ______._-- _ - - N _-_-__-_- __ _._ { _. _____._—__-- - N --.--__ _-__ _ _ .__ - __..---- _______ d0 co - z - - r OQ LL Cf7 CO _ _.__._---- � _. - - --_.-- �- _ .-- _ _ - _ _ o I LO - - O —� _N _ - . — - � _ _ -- _ ---.._—_--i _ - c --__-.._-- ._ --� � --- Q ---- �- _— _ _ -_ _—.__-- -----_-... _ .._____ Q r ._ - - ..--__._—_- r -... t� _._—__-- ___._. __-- - _ -----___._ N 00 I 1 A MINIMUM EXIS�ING OF 3 BL RWSA WATERLINE. I SINESS DAYS PLEASE NOTICE SHALL SEE THE fIBE GIVEN TO OTE ON PLAN WVSA PRIOR T SHEET 18 FOR CONNECTIN MORE INFORM TO THE TION I I I f I I REGARDING THE C NNECTION TO THE RWSA W\TERLINE. I I I i I 10+00 11+00 WATERLINEW, SCALE H: I"= 50' V: V= 10' 12+00 13+00 16+00 17+00 : !! NOTES: i 1. ALL WATERLINE SHALL BE CLASS 52 DUCTILE IRON PIPE. � I I } 2, ALL WATER SERVICE CONNECTIONS SHALL BE TYPE K COPPERITUBING. � I f f 3. THE MINIMUM VERT CAL SEPARATION BETVNEEN NORM PIPES ND WATERMAIINS IS 12", 4. THEN INIMUM VERTIAL SEPARATION BETVIVEEN AN{TARY SEWER AND WATERLINE !S 18 . 5. TMIN IMUM COVER REQUIRED OVER CENTERLINE OF PIPE. 6. VDO I STD IS -1 (INLET SHAPING) TO BE PRC )VIDEO ON. INLET. t 1 I PROPOSED GRADE I I I 1 , 3' MIN.COVER . I 1 — _ EXISTING GRA E � � ( PROPOSED 8° C I CLASS52DIP } ---_ 1 — —r --- 1 I i I I WATERLIINE i E I i ' I l i i j 1 I i I -L --- ---- <t I a W i I I I z I ¢ I Z W w { I --a I T d W w W w j w w I w k w w W w LUJ v Z v v C) I U C) U U v l i cv I U_ ! U v U N I- �` _> ____ _�.___-.__. _-_> `� _ _------------__-____ _____5_ _.-- _ _ __.-.----.-___—_ _-__-___ + ____-__->_ _-____.__---__. -_- ---- --`-------____> ___---____�____. __-mac_ --- > -- W W W W i W w w W ;W W W W ❑ W W W J W I CIO to fA W tJ3 ❑ :W U) U) ' V) C4 CIO !n a. WrY f {Y W ry W (1_ i W W f ❑ Z W rY � Ud W W W W W w w J J W w w Z w w w W 1-_ 1 1- 0 W E' F- II t - W t- t- �- I F- M I cc LID (]: i fif7 >[- = 1=i CA ------_---- i 10+00 11+00 WATERLINET', SCALE H: 1"=50' V: V= 10' 12+00 13+00 14+00 15+00 16+00 17+00 .Ii 19+00 590 590 580 580 570 570 550 560 550 550 540 540 i !r 21+00 22+00 WATERLINE T" SCALE H: 1" = 50' )V: 1" = 10' 590 570 ! 550 23+00 CONCEPTS, P.C. CIVIL ENGINEERS ERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 �LTH 0p � o�� Iota U jam' Alan G. Franklin Lic. No. 35326 44;. 1; 'Psi 0 NAL TH 0 Mark E. Keller C711 Cert No. 0239 �' SDP #e 2008-00101 SCALE: AS SHOWN ISSUED. 5-23-08 DRAWN BY: AGF/MOS 1. 8-21-08, -CSA COMMENTS 2. 9-22-08, CO./ACSA COMMENTS 3. 10-15-08, RWSA COMMENTS 4. 1-15®08, REV. BLDG A,B,C,D & E 5, 3-2-09, ARE COMMENTS 6, 11-13-09, FINAL. CO. APPROVAL All rights reserved. No part of the material protected by this copyright (plans, Ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C, ©TERRA CONCEPTS, P.C. SHEET i I I 1 I I I ------- I -- — I 4-- - - _. _ - ---- --- ---- --- - --4" 4"'CLASS 53 DIP W TERLINE 1' MIN, I �r 1 SEPARATION I co I U U --- - - - ,- -- �I — -r W W W p Cr W W iW- 0 Er Q W i 0 X d j x C9 _ Lr _ > N N >I Cp 1 J W ° Cil Cl.. n. 00 - _ (D N N a. I' ' i 10+00 11+00 WATERLINE T" SCALE H: 1" = 50' )V: 1" = 10' 590 570 ! 550 23+00 CONCEPTS, P.C. CIVIL ENGINEERS ERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 �LTH 0p � o�� Iota U jam' Alan G. Franklin Lic. No. 35326 44;. 1; 'Psi 0 NAL TH 0 Mark E. Keller C711 Cert No. 0239 �' SDP #e 2008-00101 SCALE: AS SHOWN ISSUED. 5-23-08 DRAWN BY: AGF/MOS 1. 8-21-08, -CSA COMMENTS 2. 9-22-08, CO./ACSA COMMENTS 3. 10-15-08, RWSA COMMENTS 4. 1-15®08, REV. BLDG A,B,C,D & E 5, 3-2-09, ARE COMMENTS 6, 11-13-09, FINAL. CO. APPROVAL All rights reserved. No part of the material protected by this copyright (plans, Ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C, ©TERRA CONCEPTS, P.C. SHEET i I I ;� FOR ALL BENDS FIG, W-3 TD -14 45" MAX PLUG � FOR TEE OR WYE FITTINGS VNDENTREN0 ACCOMMODAT ANCHOR IF REQUIRED. NG AS------,, IIRED SECTION 1-1 SECTION 2-2 1.THRUSTB0CKSAREREO0RED WHENEVER THE PIPELINE: CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND ATVALVES. 2.USE 2500P.81CONCRETE. 3.NOCONCRETE SHALL BEPOURED ONANY PART OFTHE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE FOR VERIFYING THE TYPE & SIZE OF ALL THRUST BLOCKS. T_� ����x7�T��7��7�7°��lK� "�`7��7���_��2"��7��7F �-���T���� �'���������� �������� ������J�� ___ �� / SECTION GOOD FOUNDATION MATERIAL ~ STABLE SOIL INITIAL BACKFILL ROCKY FOUNDATION MATERIAL DDING TONE � /-PLACE FGALV."WITNESS" POST PAINTED BLUE TOINDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY 8ESUBJECT -' TOH|GHV&4YDEPART�ENTAPPROVAL .* . | || FINISHED GRADE-------,, ADJUSTABLE VALVE BOX NXLID i | B|NGHAM &TAYU]R FIG. NO. 4905 J U (SCREW TYPE) DRAPPROVED EQUAL � CN M.J. GATE VALVE WATER LINE CONCRETE THRUSTBLOCK 2'x 2'BEARING AREA NOTE: }NREMOTE AREAS, VALVE BOXES SHALL EXTEND SIX AS>INCHES ABOVE GRADE. C2� TYPICAL GATE VALVE U-002 20) DETAIL FIG. W-2 F|G.VV-7C TD -13 FIG. W-5 To -17 T[-18 CLOW: MEDALLION NOTE: HYDRANT MUST BE FIG. W-4 KENNEDY: GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES;- NOTES: M&H: MODEL 129 VILLE THREADS WHICH IS 1.SURROUND WEEP HOLES WITH GRAVEL AND /\ � KEEP FREE UFcON0RETE �� LENGTH OF BRANCH VARIES o.MAINTAIN ATMIN.COVER FROM THE MAIN TO THE FIRE HYDRANT (INCLUDING DITCHES) 3.FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. GRAVEL *. THE GATE VALVE |6ALLOWED |wSHOULDER oR 8EH|NDTHEo|Tc|T|GNOT ALL o|NTHE DITCH. m�FIRE HYDRANTS SHALL aeINSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE T7 T o' THE PREVAILING GROUNDWATER ELEVATION. IF EE REQUIRED TOaEiwWET AREAS, THE WEEP HOLES SHALL BsPLUGGED AND THE HYDRANT -'-P.-.'--N-R-T- SHALL BePUMPED DRY. BASE AND THRUST BLOCK AGAINST UNDISTURBEDSTABLE SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4' OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT V DETAIL U-004 bs_i rxz. m+/ COVER LIFT NOTCH TD -2O � WATER CAST IRON LID 1.UNPAVED AREAS (PREFERRED L0CAT|ON):PLASTIC BROOKS 2288SERIES WITH 8''EXTENSION ORAPPROVED EQUAL. 2.PAVED AREAS (ALTERNATE LOCAT|ON): CAST IRON B|NGHAK8AND TAYLOR NO. 8U15-BORAPPROVED EQUAL, 181, USE 6"OFBRICK AND/OR BLOCK TDINCREASE DEPTH TO 2� o^sxTsNG0� � 8 FOR TOUCH READ KAETERSA1-�4'OIAK8ETERHOLE |8 REQUIRED IN THE LID. 6 BROOKS 2200 SERIES (2 PLACES) TYIPICAL METER JBDOXES (5/8" 1" METERS) /F PIPE SLOT U-003 DETAIL 4'NUNIMUM M 1"COMPRESSION x314^MALE PIPE COUPLING ORAPPROVED EQUAL 171 )OFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. NOTE N.T.S. NO SWEATED FITTINGS FIG. W-9 1)APRECAST MANHOLE CONE AND COVER A WITH WATER CAST ONLID, ORAPPROVED DUAL SERVICE EQUAL, SHALL BEUSED. PIPE DEGREE BEND DIMENSIONS 200C (2") OR APPROVED EQUALBRASS VOL. TEE AND PLUGS OR BRONZE PIPEDRAIN VOL TO GRADEIF COUPLING OR APPROVED EQUAL THEN COMPACT THE SOIL ORPROVIDE A4^BEDDING OF MAIN AmADEQUATE FOUNDATION SHALL BEINSTALLED SOTHE WATER LINE DOES / ' NOT SUPPORT THE MANHOLE CONE. 1ED8T0NE SOFT COPPER SUPPORTS ORSOLID BEND #68 STONE, FOR USE ON DETACHED SINGLE FAMILY 06' ^� RESIDENTIAL SERVICE WHERE AN /-�»����� "� ��//\ \' '^ � / IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE 1>SADDLES SHALL BEUSED ONPVC PIPE. CAST IRON LID ' FINISHED GRADE BROOKS 2200 SERIES BOX WITH 1/4 BEND COUPLING (IF REQUIRED) EXTENSION OR APPROVED EQUAL MUELLER NO. H-15069 (1") LOCKWING IN UNPAVED AREAS MINI FORD NO. L022-44 VALVE 175"SIDE VIEW VARIES THREADED COUPLING NO. L02-77 2") (INLET COPPERSETTER. (PLACED ON STONE) OR APPROVED EQUA- OUTLET) (22.5" FOR� McDONALD 2e209vvvVoo33OR 36"'MIN, APPROVED EQUAL PVC NIPPLE AND CAP - METER IT INIAL o - 4" STONE BRICKAS '--CORPORATION STOP (1", 1 1/2", 2',) BEDDING NECESSARY MUELLER NO. H-15000 FORD NO. F'0OO.OR PVC SLEEVE 90 4.83 3,83 142 0.83 1 1 li 22112 1 2.33 2.58 2.86 0.24 LUBRICATE ALL THREADS SOIL 11114 11 1 83 2.33 2.84 0.18 1 1.THRUSTB0CKSAREREO0RED WHENEVER THE PIPELINE: CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND ATVALVES. 2.USE 2500P.81CONCRETE. 3.NOCONCRETE SHALL BEPOURED ONANY PART OFTHE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE FOR VERIFYING THE TYPE & SIZE OF ALL THRUST BLOCKS. T_� ����x7�T��7��7�7°��lK� "�`7��7���_��2"��7��7F �-���T���� �'���������� �������� ������J�� ___ �� / SECTION GOOD FOUNDATION MATERIAL ~ STABLE SOIL INITIAL BACKFILL ROCKY FOUNDATION MATERIAL DDING TONE � /-PLACE FGALV."WITNESS" POST PAINTED BLUE TOINDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY 8ESUBJECT -' TOH|GHV&4YDEPART�ENTAPPROVAL .* . | || FINISHED GRADE-------,, ADJUSTABLE VALVE BOX NXLID i | B|NGHAM &TAYU]R FIG. NO. 4905 J U (SCREW TYPE) DRAPPROVED EQUAL � CN M.J. GATE VALVE WATER LINE CONCRETE THRUSTBLOCK 2'x 2'BEARING AREA NOTE: }NREMOTE AREAS, VALVE BOXES SHALL EXTEND SIX AS>INCHES ABOVE GRADE. C2� TYPICAL GATE VALVE U-002 20) DETAIL FIG. W-2 F|G.VV-7C TD -13 FIG. W-5 To -17 T[-18 CLOW: MEDALLION NOTE: HYDRANT MUST BE FIG. W-4 KENNEDY: GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES;- NOTES: M&H: MODEL 129 VILLE THREADS WHICH IS 1.SURROUND WEEP HOLES WITH GRAVEL AND /\ � KEEP FREE UFcON0RETE �� LENGTH OF BRANCH VARIES o.MAINTAIN ATMIN.COVER FROM THE MAIN TO THE FIRE HYDRANT (INCLUDING DITCHES) 3.FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. GRAVEL *. THE GATE VALVE |6ALLOWED |wSHOULDER oR 8EH|NDTHEo|Tc|T|GNOT ALL o|NTHE DITCH. m�FIRE HYDRANTS SHALL aeINSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE T7 T o' THE PREVAILING GROUNDWATER ELEVATION. IF EE REQUIRED TOaEiwWET AREAS, THE WEEP HOLES SHALL BsPLUGGED AND THE HYDRANT -'-P.-.'--N-R-T- SHALL BePUMPED DRY. BASE AND THRUST BLOCK AGAINST UNDISTURBEDSTABLE SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4' OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT V DETAIL U-004 bs_i rxz. m+/ COVER LIFT NOTCH TD -2O � WATER CAST IRON LID 1.UNPAVED AREAS (PREFERRED L0CAT|ON):PLASTIC BROOKS 2288SERIES WITH 8''EXTENSION ORAPPROVED EQUAL. 2.PAVED AREAS (ALTERNATE LOCAT|ON): CAST IRON B|NGHAK8AND TAYLOR NO. 8U15-BORAPPROVED EQUAL, 181, USE 6"OFBRICK AND/OR BLOCK TDINCREASE DEPTH TO 2� o^sxTsNG0� � 8 FOR TOUCH READ KAETERSA1-�4'OIAK8ETERHOLE |8 REQUIRED IN THE LID. 6 BROOKS 2200 SERIES (2 PLACES) TYIPICAL METER JBDOXES (5/8" 1" METERS) /F PIPE SLOT U-003 DETAIL 4'NUNIMUM M 1"COMPRESSION x314^MALE PIPE COUPLING ORAPPROVED EQUAL 171 )OFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. NOTE N.T.S. NO SWEATED FITTINGS FIG. W-9 1)APRECAST MANHOLE CONE AND COVER A WITH WATER CAST ONLID, ORAPPROVED DUAL SERVICE EQUAL, SHALL BEUSED. xpoomOoEL 4�CNO. TOTEE (COAT RODS WITH BITUMINOUS PA|NTl 8TONEOTO|N8URETHEP|PEDOEGN7REgTONROCKAND A1''A.R.V.AND FITTINGS. FOR WATER 200C (2") OR APPROVED EQUALBRASS LINES 12''AND LARGER USE 2''A.R`��AND 1 COMPRESSION x 3/4" MALE PIPE FITTINGS. OR BRONZE PIPEDRAIN 3>|NSITUATIONS WHERE THE A.R.V, TO GRADEIF COUPLING OR APPROVED EQUAL THEN COMPACT THE SOIL ORPROVIDE A4^BEDDING OF MAIN AmADEQUATE FOUNDATION SHALL BEINSTALLED SOTHE WATER LINE DOES / ' NOT SUPPORT THE MANHOLE CONE. 1ED8T0NE SOFT COPPER SUPPORTS ORSOLID #68 STONE, FOR USE ON DETACHED SINGLE FAMILY 06' ^� RESIDENTIAL SERVICE WHERE AN /-�»����� "� ��//\ \' '^ � / IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE 1>SADDLES SHALL BEUSED ONPVC PIPE. CAST IRON LID ' FINISHED GRADE BROOKS 2200 SERIES BOX WITH 1/4 BEND COUPLING (IF REQUIRED) EXTENSION OR APPROVED EQUAL MUELLER NO. H-15069 (1") LOCKWING IN UNPAVED AREAS MINI FORD NO. L022-44 VALVE 175"SIDE VIEW VARIES THREADED COUPLING NO. L02-77 2") (INLET COPPERSETTER. (PLACED ON STONE) OR APPROVED EQUA- OUTLET) (22.5" FOR� McDONALD 2e209vvvVoo33OR 36"'MIN, APPROVED EQUAL PVC NIPPLE AND CAP - METER IT INIAL o - 4" STONE BRICKAS '--CORPORATION STOP (1", 1 1/2", 2',) BEDDING NECESSARY MUELLER NO. H-15000 FORD NO. F'0OO.OR PVC SLEEVE APPROVED EQUAL or NIPPLE AND CAP 5 TY PICAL SERVICE LATERAL INSTALLATION U-01820 -018DETAIL �m m�/�S. `,���~� N]�& ti|/t t3K8Nt;M VALVE THE GA WATER MAIN RIVEN 9�� PNJ.PLUG ° SCRAPE THE BOTTOM OFTHE TRENCH. REMOVE ALL N.T.S. FIG. W-9 1)APRECAST MANHOLE CONE AND COVER A WITH WATER CAST ONLID, ORAPPROVED AIR RELEASE EQUAL, SHALL BEUSED. xpoomOoEL 4�CNO. TOTEE (COAT RODS WITH BITUMINOUS PA|NTl 8TONEOTO|N8URETHEP|PEDOEGN7REgTONROCKAND A1''A.R.V.AND FITTINGS. FOR WATER 200C (2") OR APPROVED EQUALBRASS LINES 12''AND LARGER USE 2''A.R`��AND VALVE FITTINGS. OR BRONZE PIPEDRAIN 3>|NSITUATIONS WHERE THE A.R.V, TO GRADEIF ' THEN COMPACT THE SOIL ORPROVIDE A4^BEDDING OF MAIN AmADEQUATE FOUNDATION SHALL BEINSTALLED SOTHE WATER LINE DOES / ' NOT SUPPORT THE MANHOLE CONE. 1ED8T0NE SUPPORTS ORSOLID #68 STONE, ON-LINE 06' ^� /-�»����� "� ��//\ \' '^ � / FOUNDATION |NPOOR SOIL UNDER -CUT CONDITION MINI 175"SIDE VIEW VARIES THREADED COUPLING (22.5" FOR� PVC NIPPLE AND CAP - IT INIAL - i METER) |TMINIMUMBRASS PVC SLEEVE or NIPPLE AND CAP 8.11 1 1 li LUBRICATE ALL THREADS SOIL MI Ml #688T0NE � TH''--T----' METER BOX (SEE FIG. W-7) #68 STONE VALVE STABLE 801L OR RO K STABLE SOIL OR ROCK CERTIFICATION OF 95% NO. 57 STONE COMPACTION REQUIRED A M.J. FITTING 1- Mij Hill 2" PIPE SLOPED 4 TO DRAIN IF NOTE:xN2x14yNUV���> BYPASS GALVANIZED STEEL BEAM ------ GRADE ALLOWS 1 NO��CKS�HALL8EALLCo�EDYV�H|N��'QFTHEVVAJERUNE8 . �� . VARIES `--2"GALV.(}R8RA8S 2.NOROCKS LARGER THAN 6'|NANY DIMENSION SHALL. BEALLOWED \4 -A-,P PIPE ABOVE THE INITIAL BACKFILL. NOTES: 3'K8|N PENETRATION 45* 3.THE INITIAL BACKFILL SHALL 8EPLACED AND COMPACTED |N8"LIFTS. 1.PROVIDE AR'THICK GRAVEL BED BENEATH THE METER VAULT. � ' ^`'~~'`~'~`~'`��~ SOIL, ORAGAPPROVED BYTHE " 2 THREADED TAP 4.NOORGANIC ORFROZEN MATE0ALQRDEBRIS SHALL BEALLOVVED 2.K8|N|KAUW1VVALLTHICKNESS FOR PRECAST ORPOUR-|N-PLACEVAULTS SHALL BE4^. SERVICE AUTHORITY. \ pLUG |NTHE TRENCH. MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8,` 5 8ELLHOLGG8HALLGE�U�0UT|NALLCA8EG 3�THE�UTG|DEOFTHEVAULTBEL{XN�RADESHALLBECQATEDVV\THANAPPROVEDYVATERPROOF/NGCQKXPOUWD� |����� ��hJF� ���,`� �^�� (TYPE /An) r�0 /DETAIL TYPICAL METER VAULT (2" METEIRX) U-027 10 N.T.S. DETAIL W11 04) 1 We U-032 N.T3. "�20_)DETAIL 20 TYPICAL N.T.S. FIG. W-9 1)APRECAST MANHOLE CONE AND COVER WITH WATER CAST ONLID, ORAPPROVED AIR RELEASE EQUAL, SHALL BEUSED. xpoomOoEL 4�CNO. 2)FOR WATERLINES SMALLER THAN 12^USE A1''A.R.V.AND FITTINGS. FOR WATER 200C (2") OR APPROVED EQUALBRASS LINES 12''AND LARGER USE 2''A.R`��AND VALVE FITTINGS. OR BRONZE PIPEDRAIN 3>|NSITUATIONS WHERE THE A.R.V, TO GRADEIF ASSEMBLY CANNOT BEOFFSET FROM THE POSSIBLEBRICK MAIN AmADEQUATE FOUNDATION SHALL BEINSTALLED SOTHE WATER LINE DOES / ' NOT SUPPORT THE MANHOLE CONE. 1ED8T0NE SUPPORTS ORSOLID CEMENT BLOCKS lNISHEoGRADE 1)APRECAST MANHOLE CONE AND COVER WITH WATER CAST ONLID, ORAPPROVED EQUAL, SHALL BEUSED. 2)FOR WATERLINES SMALLER THAN 12^USE A1''A.R.V.AND FITTINGS. FOR WATER BRONZE GATE LINES 12''AND LARGER USE 2''A.R`��AND VALVE FITTINGS. 3>|NSITUATIONS WHERE THE A.R.V, ASSEMBLY CANNOT BEOFFSET FROM THE MAIN AmADEQUATE FOUNDATION SHALL BEINSTALLED SOTHE WATER LINE DOES / ' NOT SUPPORT THE MANHOLE CONE. 1ED8T0NE COPPER CORPORATION STOP, MUELLER NO, H `15000 OR APPROVED EQUAL AIR RELEASE VALVE (ARV) - 20 /DETAIL Alan G. Franklin DuNo. 35326 � u� SDP #: 2008-00101 SCALE. N.T.S ISSUED: 6-23-08 DR AWN BY: SWE -21-08, ACSA COMMENTS 1 9.22-08, CO./ACSA COMMENTS 3. 10-15-08, RWSA COMMENTS 5. 3-2-09, ARB COMMENTS 6. 11-13-09, FINAL CO. APPROVAL Ali rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. TERRA CONCEPTS, P.C. 1001 Me 570 560 550 540 SU# f __-._ 1. ALL PVC SANITARY MAINS TO BE SDR 35 PVC. j I ! 2. ALL DIP SANITARY 3. THE MINIM � MAINS M VERTICAL SEPARATION TO BE CLASS F 1 DIP. OM STORM D AIN LINE IS 12 i STA ST 61 . 1 163 STA 16+, 0.32 M1�NHOLE HCLE 4. THE MINIM OM VERTICAL SEPARATION F OM WATERLI E IS 18". I ( I MANHOLE RIM 588.60 5. MAINTAIN 3,, MINIMUM COVER. I I ; RIM 570 08 IN1 . IN 582.80 (2 -,4" LATS) INV. IN INV. 61.08 (2 - 6" LATERALS) 61.08 (A) INY. OUT 582.60 IL .. _.------ i_INV. -IN INV. O ---- --------.-_._. -- _----------_ _.-- lT5 60$88 P OPOSED 2'± I SS-ZA5 i GRADE SEPARATI N I I I ( STA 14+98.57 , r - � I 1 RIM 559.7 INV. IN 55 .75 (6" LAT.) 0) 1S;S-EX1 (BRKMRCR-1-2) j SS-ZA2 I SS-ZA3 ( S I STA -ZA4 13+29.66 i INV. IN 550.75 INV. OUT 650.55 (8") (8") j I STA 10+00 i STA 11+73.13 I STA 12+35.95 MANHOLE `�° i MANHOLE RIM 549.28 r MANHOLE _ RIM 548 62 --- -_ MANHOLE RIM 547.84 - - 1 -RkM i -- - ---------___._._ 553.03 \!. IN 546.53 _--------------- - � __-- _ __---- �_____--------- -- - ----_ _ _ --- - ---------- 2 2 -- __, _------------------------ � _ - _.__ INV. IN 541 INV. OUT641.29 75 (EX.) INV, IN 548.23 INV. OUT 543.103 INV. IN 543.81 INV. OUT 543.1 17, OUT 546.33 2'± SEP/�RATION I ( I 4. Ss-Z�1 STA 0+62.48RADE L. E- EXISTING ! .� SEPARATION I ( I MAN ij IBJ I SEPARATION j RIM 549.75 _ - - - INV. 1 546.14 (B -DR P) INV. 1 542.34 (2-8") i / i C ( 2'± SEPAR TIO i INV. UT 542.14 I I �__ / LF 0 i 4 4 0 2 I SEPARATION t I ``- I -- -- '- I 164.91 ' t _ . I'LLOF . + r-�,;"---- I 89.71 LF 0 r- - va f 106.65 LFIOF „ 0 8 PVC @ $5% 58.8 LF OFT 8 pVC @ 2. 1% ® , 8 PV o @ 0.65 /n I D1 I T I I _______ __--L---- __ _�_ --- _- `� ---_._-.___ _--_---..- _____ ..__.___ �_..._______ ____-_-_i -- ( w ❑ W �¢� J ❑ 2 m ❑I 2 z -t I ❑ j� I Z� Z i I 00I I i ( zl I z 0j wdd t- 100 W co I X f i I co f I •c - 4 i I I f {{ I I i i 1 I I I I 10+00 11+00 SANITARY ART SEWER 9N9 SCALE H: 1"=50' V: V= 10' 600 590 580 570 550 14+00 16+00 17+00 • !i 600 600 590 590 +R EME4000 570 570 560 560 550 550 540 540 530 530 STA 10+00 I MANHOLE RIM 549.75 INV. IN 546 14 (DROP) -_ -_ INV.IN542 34 INV. OUT 5 2.14 � 1 l SS-ZB1 I ! STA 10+5 SS-ZB3 j DROP MANHOLE � STA 12+38.28 RIM 554.677 RIM 57 .77 ---INV. IN 5567 �DRt�P fN�L�IN_ 71.97 INV. IN 547.87 -- - --- INV. OUT `47.67 INV. OU 571.77 i SS-ZB2 I STA 10+97.56 DROP MANHOLE EXISTING RIM 573.0 GRADE ----------------- - - -- ---- -- INV:_1N 56 :26- DROR - - __� ----� _ . I -- INV. IN 56 .20 INV. OUT 63.00 r 3.3A�°fo o 6.7 „ SVG I i � I ( � I DIP @28.31% I s � CONCRETE iw- h E IW- � H 46 -=-LI= OF -8"- -_..- _-- _.._-___ Q _ _- _-_ ¢ __.____ �.__.__ ._ _____-.-- ._.--- AN E t3RS - ----� __ _` ._ J J IDIP @ 3.33% i >- yr V SEP. U MIN.LO Z `z z I z to z z f ¢ d ¢ d ¢ i i to fJ} t'n (!) � I X - - --------------- W ri Nt _.LES.__. _-__ _. _--_.__-__ .._ __.-._ 1. ALL PVC SANITARY MAINS �O BE SDR 35 �VC. 2. ALL DIP SAN TARY MAINS TUBE CLASS 51 DIP. THE MINIMUM VERTICAL SEPARATION FR M STORM DRAIN IN LINE 1S 12". 4. THE MINIMUM VERTICALSEPARATION FR; M WATERLINES IS 18". MAINTAIN 3' MINIMUM COVER. 10+Q0 11+00 12+00 SANITARY SEWER T' SCALE H: 1" = 50' V: 1" = 10' f Nom_ I I 1 1. ALL PVC SANITARY MAINS TO BE SDR 35 PV�. 2. ALL DIP SANITARY MAINS TO E CLASS 51 D P. j 3. � HE MINIMUM VERTICAL SEP � RATION FROM STORM DRAT LINE IS 12". j 1 4. �IHE MINIMUM `�ERTICAL SEPI RATION FRO WATERLINE IS 18".5.AINTAIN T MI IMUM COVER! ! i ' i _ _----- _____________ - _ - _ _ _.__ .___ ___ __ _ I_ _ _ -_.-- _.__ -- N . _-_ _ __--_-_-- --___- _ _____ _______-_ _ _ _____ _____-600 - j I STA 121.60.45 SS-ZC3 i j I ss ZC I SS-zC SS-ZA6 � � I i MANHOLE ! STA 13+41.1 ---_ -- i STA 1 +63.38 STA 1 +19.73 i STA 10+00 SS-ZC1 1 RIM 579.52 MANHOLE I 59 RIM 574MANHOLE MANHOLE . i ! RIM 57.37 RIM 5 5.so I f MANHOLE STA 11 04.73 INVIN 56711 . . I � i( E RIM 570.8 MANHOLE INV. 0 T 566 91 INV. IN 568.09 !{ ' INV. OUT 567.89 I ! INV. INI571.87 INV. IN 579.30 (2 - 4" ATS) INV. IN 561.08 A r RIM 57 .19 _� _. _ _ _ _ _ . - - INv. o �" _ .. _ tNv. OL1T 579.10 590 5.08 (C)_ I.Nv.-IN1 6a. 9 INV. OUT1560.88 INV. OtT 564.49 1 I i f P , OPOSED ----- --- -- - EX STING j _ I GRADE I ! � _ 2 _4 LATERA ---------_._1 -___---- -----. ___-__------------ _ _-I --- I GLADE _ _ _ __.--------_ -- _ _ ._._------------�-. _ ... _-__---____.-----%_- _-- _ -- 580 r } @12.87 _ ---- -J- I 2,7'± I SEPARATION i ik I j ° 317.7 LF F 8" PVC @ 110 76.961LF OF �I - ____. __ j 570 @1.46/ 151,72 LF OF 8" DI 8„ PVC ;@ 1.01 % ( ( I I LF OFI Q < Q 100.13 ° UJ (.5 �w-w wWw �W UJ LLl /0 ] F-UIW- HU1- Z F -UF- H F-Uf- H�?f- TA U J J I c > l >�[ W J J' J J .i -� --� >� rt � E -� J __ . -- --- ----- - 560 I Z i. W >-) } W} ❑ �- W >- I > >- W >- �- W j- W ; W i W W ` tY��l Q: QC0� X�� U) Q Q 1 [L ¢oCd ¢[�¢ did d dlYd did d wW I Wi--WHI F -WF- (� E✓wE- }_ }_Ww H H}- W Q I zrz zj- z �� zj-`z Z Z Z zj--z I Z I z ¢d¢ d Q W CID 'Itd ¢ Uj --- - N c/1 -- ---- - - �__- -----------_ -- -- --.� --- I------- rT; .-------- "T et i- �t - I _ _ 'It -.-_. _ _"T "t 't `- �f _- -- ----- - - -- I _ - - - T t! tC _.- -- -- �__-.. .,_ - _--r - _--. - -- . 550 - - --- --- -- - ---- ---- _ - - - -- - -- - --- ---- - . - ----------- 10+00 - 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 SANITARY SEWER 9C9 SCALE H: V=50' V: V= 10' 600 590 s I� 570 560 r 540 530 P,jLxjLxA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 1 PSI. 434-235-4005 FAX 434-295-2103 H op I jo ' ,y Alan G. Franklin Uc. No. 35326 LONAL' aS�p,VTH OP I r Mark E. Keller r Cert No. 0239 I SDP #o 2008-00101 SCALK AS SHOWN ISSUED: 6-23-08 DRAVtTT BY. AGF/MOS REVISIONS: 1, 8-21-08, ACSA COMMENTS 2, 9-22-08, CO./ACSA COMMENTS 3. 10-15-08, RWSA COMMENTS 4. 1-15-08, REV. BLDG A E,C,D & E 5. 3-2-'099 ARB COMMENTS 6, 11-1.3®139, FINAL CO. APPROVAL All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEEN` OF 28 n: n FIG. S -I -A TD -1 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA---� "WEDG-LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS "0" RING SEALS MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING SEWER. A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. 2-0" MIN. 112" 6" MAX 4'-0" STREET SURFACE OR NON -PAVED AREA V-0" MAX 3'-0" MIN. VARIES MIN. 6" BEDDING W/ NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 22.) SECTION u-005 N.T.S. 12' FIG. S -I -B TD -2 ,ONC. BASE •1 SLOPED TO FLOW VEL 1/4": V MIN No BRANCH •.e ----- NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE FLEXIBLE CONNECTION NSTALL "BOOT" ID WITH STAINLESS STEEL BAND OUTLET TY P, MANHOLE PLAN SHOWING BRANCH TIE -Ili 22 DETAIL e PLAN VIEW U-005 N,T.S. NOTES: �f ri1.OPEN CUTS IN PAVED AREAS X�\`\�� WITHIN EXISTING VDOT RIGHT- OF-WAY SHALL BE BACKFILLED REMAINING ]BACKFILL SHALL ENTIRELY WITH NO. 21A STONE. r' NOT CONTAIN ROCK MATERIAL LARGER THAN 6" IN ANY 2.FOR DUCTILE IRON PIPE THE DIMENSION BOTTOM OF THE TRENCH SHALL 24"MIN BE SCRAPED AND COMPACTED, INTIAL BAICKFILL* AND ALL STONES REMOVED OR $"MIN (6" LIFTS) A 4" BEDDING OF NO, 68 STONE EMBEDMENT * THOROUGHLY COMPACTED SHALL BE PROVIDED. SPRING LINE BY HAND] OR APPROVED OF PIPE _ MECHANICAL TAMPER 3,WHERE ROCK IS ENCOUNTERED HAUNCHING PIPE SHALL BE INSTALLED ON A NO. 68 STONE – -- MINIMUM 6" BEDDING OF NO. 68 BEDDING 6" MAX STONE. 4" MIN FOUNDATION (SHALL BE +,+ REQUIRED WHEN SOIL � % ft(ALL • CONDITIONS ARE UNSTABLE �\J, �'�j�(ALL PIPE) TYPICAL SEWER PIPE INSTALLATION (__2� IN TRENCH SECTION u -ops N3 T.S. FIG. S-2 TD -6 NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED, THE TOP (CROWN') ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL. 3, MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT). 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. MAIN LINE FINISHED GROUND >✓ SECTION 45° ROME, SALT—/ TREATED 2x4 MARKER "a PLUG END OF----} SERVICE LATERAL f I I i IN LINE WYE -TEE PLAN VARIES I. 3 SEWER SERVICE LATERAL CONNECTION 2DETAIL Oil '? N.T.S. FIG. S-4 TD -6 DITCH LINE ANCHOR EXTENDS INTO SIDE OF DITCH PROFILE ACING SPACINiG SPACING — C5 Z D.I. PIPE Z ANCHOR NO. 1 AT FIRST JOINT ABOVE MANHOLE. �COp£ z FRAME & COVER SEE FIG. S -I -D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA�,- 2'-011 "WEDG LOK" TYPE RUBBER COATED V-0" MAX STEEL STEPS OR APPROVED EQUAL CAST IN PLACE 7� PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL T -O" MIN j % ----- THE DROP CONNECTION SHALL BE �.� DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLED IN 6" LAYERS AND fel COMPACTED BY HAND TAMPERS OR 12 MIN' '^J �� BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. 5i1 /�-- MINIMUM ELEVATION DIFFERENCE VARIES (12"MIN 12"MIN r 01 e ACROSS M. H. FROM INLET TO OUTLET SHALL BE 0.20 FEET DQ p A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN e INLET & OULET PIPE SHALL BE 1 it 1` f-_. PROVIDED. V �.' p 4. v ij. (� r 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. r., 6" MIN. !/ 4 ( 24" O ES D.I. PIPE \\ 6„ GRADE SPACING 20% TO 35% NOT OVER 36' 12"\_2500 PSI CONCRE1t`` 35% TO 50% NOT OVER 24' 50% OR (GREATER NOT OVER 16' PLAN TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES OF 20% .AND GREATER PLAN, PROFILE N.T.S-021. (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA HOLT CIRCLE. 2" (51mm) LETTERS ---.. ® (RECESSED FLUSH) 1" East Jordan Iron [25mm] Works 00104316 27112" CIA 11/2"' [699mm] [38mm] _ 26 1/4" DIA 7" [667mm] -`+ IF [178mm] 1 JOUOIIIITIJ 1 LZ \ �� 28 7116" DIA 5/g^ [722mm] [16mm] 36" DIA [914mm] FRAME SECTION 22,,/ DETAIL A (2) CLOSED PICKHOLES 1 [38mm] G7.n W (2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 26" [660mmI 114" (6mm) DIA NEOPRENE GASKET 1 112" [38mm] 3 1/8" [79mm] 25" [635mm] O.D. OF GASKET GROOVE SECTION U -W7 N.T.S. TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, 'VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 ',LTH OF r y. Alan G. Franklin It Lic. No, 35326 It NAI, NLTH 0p Mark E. Keller r Cert. No. 0239 'p U SDLP #o 2008-00101 SCALE. N.T.S. ISSUED. 6-23-08 DRAWN BY. MOS REVISIONS: I, 8-21-08, ACSA COMMENTS 2, 9-22-08, CO,/ACSA COMMENTS 3, 10-15-08, RWSA COMMENTS 4, 1-15-08, REV. BLDG A,B,C,D & F 5. 3-2-09, ARB COMMENTS 6. 11-13-09, FINAL CO. APPROVAL All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans} may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of refrieval system without written permission from Terra Concepts, P,C. Also, these plans may no# be assigned to a Yhird party without first written authorization of Terra Concep#s, P.C. Q TERRA CONCEPTS, P.C. - - � I ­ 0 - " " ", - I \ I COUNTY CALCULATIONS I Z�l xl�l ____ , '1__1 _��� \ \ " / \ \ TREE CANOPY (REQUIRED BY ZONING): 01 I--,' , . /0 .., . --"-.-- --'I- - - ­ - I 1_�` I . r I \ \ \ Z. \ \ , \ \ \� ----.. \ - \ \ .1-1 ---.-. I - - - \ \ (,P \ � 1-1 ___ 8-TH � � - -- I -MG - \ \1 � A. REQUIRED: Acres 0 __.- 0 / ___ "-- -_ THE GARDEN \ \\O -\ \ \ I I � Site Acreage: 6.625 __� ___` 1 -mi I I / 5 -VB ,.:h 41 � "I 0 15' 30, Farmland Credit: 0.000 11 , I : /� --------- 1 -AA 111�` cbli 1_�, to � � 1-1 60' 120' "'�, , \ a , - ____1 __� I I � -, I I - 3-�T,� \ \0 �_ Recreational Credit: 0.000 "I I __11 6 1 SPOT ,. \\) 11 __ I 11 POI �_ -11 Open Space Credit: 3.175 0 " ,Z 11 Z __ _______ ­_ � I 1 40, 1 1 1 1 1 "I -t-CM —_ \1 � 11 � - I I I I I 11 - .1 ... 'I) \ I \ Public Land Credit: O.GOO �, .., "I ___ - I I I I I 1_,�� -- \ \ . . \ \ School Recreational Areas Credit: 0,000 , "_ I I I I 4 -BW \ \ � ) \ \ \ 11) - 11 I I/ h I \ Open Space Amenity Credit: 0�000 9r�� I 0 ___� 23-TH I Z _____ "_­ I �, I 11 I 11 I I 11 11 5 -IA -- \_1 I ,, .. \ I \ � � -1 I I - , �' 3-11A \\ � I Preservation Credit: 0.000 \ � �__` I'll ��, I _I--- I 1. \ \ \ \ �,,\ � ' Agent Approved Credit: 0.000 � � Zl/ _�, 2 -MJ � �",� � I I - - 11 --- /�­ -,--- \1 \ 12 -RC , \ G 11 I., \ \ \ \ \ \ \ Basis for Canopy: 3.460 .00' I -LV - --,-. I " � -1 ____ — 11 -RA \ 3 -CJ __1 V M �. \ \ \ � \ I \ `,�-- "'.. 22-TH' � -11 I "I" + ,__ � \ \ - S � � '14' U \ I , Equation: � 'I / ,_111� / --,-- 4-TH 1'__1` ; ��, I I -PA �', '4 %-I / \ \ Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy I / / '1-11 /Z - I �� Z'/ I __' 3 -Ci 1 , i i \EM \ \ / I _____1 I'll \ __ __ I Z,_ - 3 -FT ',,� / ""'I- �, I �. r 'ACCE \ \ I \ L ,/ / "I ___ `�,�� lif1- --,, // / .__ / M ,� _____ \ \ I "... - ­ I I ffl, � \ � \ \ \ � � -Ni � \ , � Al. Basis for Canopy 3.450 / �/ �, I 17 -BW _____ * 1, ,, HTI,H, \ \ \ � 11 -tj, \ - / . li _ii�� / / ' .01 ", __-, ____1 � T* I 1-11 - \ � )1Z I \ __1 ____ ------- I ! li] -1 \ Min. Tree Canopy Requirement: 20% Z z , / A - --- I., " -_ _-, '\ -- i I \ \ \ -7-�_� ..O "I -,-- 11 ,� \ \ ­_­ 9-TH _____ I_ - - - ­%' i,\\\ �/[ � "I ,� .� \ \ \\ (see Section 32,7.9.9.b) / -11 ,__ � ,_ / , e1_11>1 c� �",__A,__ i "I - _____ 6 -HQ 11 _1- � 1% 1, 11 I , \ \ \\ \ \, 0.69 1 � 11 I 1. , ,,�, , �_ -1 11 - - .11 I ! Total: 1-1 I bp " V�Jb \ � " ___ �_ 1� - -­ \ ­! -� \ I - -- 1-i " � �� I 5 -PA -- -t-l'- 4 J �,ir I \ I // 1-1, 11-1 "�', __ - -, _� __ .. ___ 11 i �''-! , , I 11, \ I \ �, __ / __ - - \ , , ,- I , / � I �� ii , i I ,,,�' ,�' , I \ , " -1 I I - , - -, \ 'IN -1 , I . ,. \1 \ Equation: "_ , � .., �, I \ _," / �� `� - __ C, 44) V I \ 11, \ - Basis for Canopy X Minimum Tree Canopy Requirement for project = Total ��', 1�._, ,�', �, , I #0 "I _�"Zi` . ­` I - "--- I . ;1 /I \ i \ , I , I � .0.* �,� I _1___1 -10 to S - 0 _� I y \ \ \ , , - � -) � � / \� \ � I ____ __­ � I � I 00, SEE ENLARGEMENT ON % �_ .1 - , � -'-�- -4 -�,,�/\ � I � \ 1-1 _­_ I I 1,i�­� \ \,,,- "' N 'N' X/__ I X , _'! �11 1 11 ��_ - 57� - 00 '. . -, , " B. PROVIDED: Acres -,-- .-le ,�_ __ I _1 - I _( /�, � _i, - - I � I \ I il \1 \ � Preserved Area: 3,175 11`1` 1'�,' ,� �___' � �, I , 61 4040 PHASE 1 4�) �, �__� ___,,�,��_��_�, I THIS SHEET FOR DETAILS IM - I I >/ , - i I I., \ � � I � i \ 1 \ \� 1� \ , \ \ 4P " I Wa \ Z \ i�� ,;�� ____­ � i I . i Bonus Factor 1.25 ,� ", - \ - 1, ,� OF THIS AREA 1- / 11 \ 1� - F, I ""I - Z 1-- I-,` Z V � , -, �,-r,�-'�,�_,�� \_', � , _� . /� , � I � 1; � � \ 3.968 ;.;� ,,Ir 10 ,,,��­%�� - - _� 1�, __ r��_�_ - I _­_­ - � � 1 � \ \ \ _­)�� �-�_, � ,- ­ - ,- -- - I I \ \ Total: � , 1'_� , � I / __ ��, -,. __/-, I " , __ \ -�-" , li`_��"` C-11 -1 ­ � I \ � \ \ - ___� ___1 — i -mi-- ,---," 1_� T11 -_ . - 'I _0 _� " _,�_( � � � -,�"' - 5) I _ _­ - � "I ��, I -1 " I I I I " I I I �, , , , I \ , \ 11 \ Equation: Z �, ,�A 3 -HQ I ,�', I I--- , ',- �)J �i - -_ )�'�- IR-_ I \ - I I Ix, 1�� - _*6 - - = W.%, _-.1, .1� -i � I I � I �� * � � ­ \ \ ", *\ \ N � ) Preserved Area X Bonus Factor = Total / /I 1 -CH - - I 1_?, , " I ,_ t�l _"_ __­ - ON I I I I I I I 1.11 � , \ Z CH �_ 1 , "I "I \ I I 1, -,,.-,,,, X " I I I,,/ I \ ,� � I , 11 .j / I _� ��­ ,,, _____ __ I -_,�-- 11 � :I 1 1 _V8 \ \ �, 1'�"_' 115 111111-3- �­ I � " ­ -_V- 7---' -- A� -, A _­___ I I I I I / \ I I \1 , \ \ C. BALANCE: Acres / a �-�� .Z�l -1 I-, -, � � _� _� \ \I--,- 5 .. I I 1� -_ I I I I " _/ - , 1. 11 I \ / r ,� \ \ A I I Tree Canopy Required (Al): 0.69 1 V 200 -LM / _\­ . , " , _ \ �� �,,�11 I 1-1 I / /� 1\ I J \ \\ v / " \ 4�___`_11111 ";// � _,,,,,�, I , - \ , I \ . Tree Canopy Preserved, (B): 3.968 / 9 2 -LS - 1-1 ,,, 8�90,­HM i ,- I Q Z�­ "�', I ___ -_ __'_ __ 1___\_ --- __/ _�: /11 � I \ i 1 1'� , , k \ \ A", '. , \ / ' N . rp;� - I " PIN, � I I - - I 11 \ - . ,�,n\,:� I .1 I I I - I /\ / � � 11 \ Additional Canopy Required: -3.278 - 1 -A6 1_� L '\- \ \�, , . � /I I � "\ k \ \ 1� - -1 ,0- ---\ f--- - 1! I" -1 I 1- \ , I �� - -_ �11211_; / I . , - - g 111� I I � " - -1 I T , I V�j ____� — ----- F,x, /, /� I 7-OS1 � \ ',_ ,-,--, \ - Z�. � � , _� 2 \ , I I I ____ I � � � \ ii I Note: / I _ X, � � — ,� ­­ qx 11-V 3­IA� J,, / � I - " / /, \ , , � � � � " I -IVK \ If Additional Canopy Required is negative then NO additional tree canopy is required. . I Z ) \ )�, -_ - v - 131J �, ) / 5 - U.3- 13:!___1, : ) / I - 1 ,33 tonal tree canopy is required. / / .1 ��, 0111, - V 1� --- --- \ 1�11 "I' " " I -]A ---" . V i f 11 I/ // 1� � I � \4 -BJ, �� � �Ik I 1_, I �_ _ - ----- /---/ / � If Additional Canopy Required is positive then addif / . , /, I - '-V " \ - I I _., \1 / i -, I I 11 ­ � � � / I _­ ') -, ,_ 3 -CH - , _ -QL�, I / - 11 \ �� I ; � / I - , ,�, -)�_ �� \I-- - , , � � ,,&�-- ____ -IA /11 I � 11 k I i- __ � i " , � - , � Equation: � 1 I ,\ -1 � X� _­. 1-,dk _C=__ V___ � 1. -5,-jB 11 � I I 1 � 11 >: I I . - /_ I I A - I", \ � �, / ) �6`13 \ � I . /R � � � i ",, 6;A I I I I � �/ " \ 1\ /; __`� I I'll V I I - " - 1 11 :- !., I.. ��, /// "' /'A' - I - 11, L -1 - I 1� . I ;, �.. -11, 11 � I . >_� I I � 1, ,` I I / Ill 7 - ". / 11 _,_ I - 11 _ . �. � .. " .1 / � , // � V ii- I--- - 11 ," 1J I r I I I � , , - __\ � X� -17, R I / . I � , 1� � . . . / \ I I ­_ ­_ \ . , � � � � � Tree Canopy Required - Tree Canopy Preserved = Additional Canopy Required (if Nee / \\ -1 5 \ \ , "\ - '1­,CH--_ I 1<1 -1 �"` � ded) - 12 Q � / �/ I �� / - " 1_� _CM lc)$ 1 ��, /�, , \ IN � �,� _� . > "' I 0 ­RA : , I I I -B ��\� \\ ,� - // - '4 ; 2�11_M \ ril; I � -- , N \ - . - I � _"", Open Space and Preserved Area are one in the same for this project. ') - - , I '/�o ____ - � _ S' I QR � I I / , \ � , �)� \� \ - , z I � �� � �bN 1 � � - - " �� I � I \ � � I , / ,;� � , . 10 \Z-UIV I , , �, � I . - --I/- I / , I I Z , \ - � �, " � 1 - :��, � \ ,� � � ( - Z \ / ,\ , �" , , , I , \ g*� I �, , , \ , � �41_1 Xt ,,, , , , : - I f,�,' I 1, � \ 11 Z' ,., �, �, --' �Ir L I , '� 1� � - " , 1�111141 I I I ___�, I I ,� ,� \ /�_ I �\, �: I I I � - �� � � i � ADDITIONAL REQUIREMENTS: ,// __ I ��� 1, � ,� 11 "I 1�,� I I I I ,\ , p �, " , \�� I \ � It ­,, I - __ a � - �. " / I " / ,";""""I �`:­F, ­ /I I - I - _�___ .-) ,-� 1 -CH �/" 4- 7- 1 1 - Rz� � / I _\ \ I � `i�l . I "�'. ", iji(if Z - I " -:� \ : N �_ , / 11 , i- -, - �Jl /0 � Z' - --- -11 , 0 � - 1�� RA 1152 / _ � � - / Z, 'I', ",�',��', ''� I � \ , �, a__- , _�) � ,I I � �, �, '11'� _��11'1_"��,, � � ' , I i 11 i 1\ 5% of Paved Area: ,-, , � Z 1�1 , , ! / � � � � / - � - �,___ �1,,-,Lp' ,\ 61 -AP / " I /' , I I I - I \ I . '� , / � , �1, 1,�­ � ­ ol��ivi �,Iiy,P � I- I— \ I - _­,- - \, - "' - �� � , ,,, � \1 a � / / I I I \ / - , �, 1, ,� I , - -I':-,--- .1 �_ I \ 1-W I / , , ­,�il��i��,,,- . /P % J� / . ly � I .... .. I ,( , � , � , ", I ,�, I � . I \ , - I I " I \ Proposed: 94 Trees (includes all shrubs adjacent to travelways/parking areas and the existing trees I , 11 ­ I I it � Required: 2,395.87 sf (.06 Ac) I 50 sf = 48 1 ,� - : - �,'��_ ,�!-111'h I- ,� �,d ______ ", , , , I ,F ,�,� � \ ,ii i4l�_�, / \\ 1, / _11- J� � IV I / Paved Areas: 47,917.39 sf (1. I 0 Ac) I , � �'P \� �,� I � / I / �, / i C-, j� Xl,','�,-_��,, ,i� 1, `,'­�i�Iv' I - , I I ____� � - 11-, �, I I I , . , . I . / 1, : 11 I I � � � I , - , -1 " " I /: , , , "' , , ,-', i�, .", " /, � , % �` � " / K\____,,, ��,��';'��.�'i,i`: �,,����i�""",-"�'�,,,���,,��,�l� - 1, -,2%-V-t Z I 11 I , _ L/ I - ,�\ � - �.'_'_),�Ii,y,;�,i,,��!& I ­ .1 , , __ '\ \ IN I \ * � � being saved) "I " I , I :� - �'. " �� \ I , , , , -_ , . �_ \ � I I � � - I � " -1 - , I � I I * I � .0 � _� ­11.1'� I - ,�, _ I - _-1-1- - _­__ �_, f, 1� % ,� �-,, � � // 1� 7 �� . I -, I .1 I � i, ", � , " , , �i�,�­t!�,N �� _� I I Z / � I , (,]�� 1, - ­ , _i:,,,1A 1`�o , , , - - / / \ � I I � ­ _'__�� _� -� - - �_Y� � � '\ '� 1, , "., - \ I --- I i - - I I A�­­" I I , "', --: I I _o� I I �Aw /r � . I ,�A \ . I � I I I I"' / I V � , � � \\ � Parking Lot Trees: � , . _,_�____11 i I I Z �:, -0/ ­ 84 ��- �11�1�� `Z_-: -11, \ I T±L _,`� \ � i ,_1 11 , _ � 1-1 ­­-, , \ 15 \0_ , � �8 \,___�� "Ic CrIs � � i ��. � ,:,�� - I- _____, ��( _' , I � I -- - - \ I I I (1-1", ,i�,' _� , I , — - i I \ . / I \ :1 � � � -'� ,,i`;�� __` i, ': ­�, 1) 11 S, "o 8 1 _QS , - _:� _�-� � � Total Spaces = 232 i H,T,15;F6 " I !l \, I " I I i I � - I � : I (/ ­­ ,; , � X ,; - -\, �_� )_ _1 1'1_,�,� �, ( 6' i . .1 _�, - \\ , I I � ), - ,�� : I -AC , -i- : I � K ,� " \ I _5 � i �\ � Required = 24 1 ,___1 _< , �% 1 -UL _� . / . IM � -- I I '' � / f � I I � I I I " I � I � �n �,� ��', -11 -M \_ v � , I A/ i / " � . . I I -1 ,�1_21 I 1, � � i Provided = 30 + all the existing trees being saved I . � � 1__� _�- _� I PEASE ­ / I I i _____ ,Z,� - _V:_�,__ ,�.,�.'+,,,,'s,',,��,�,,���,,,��� ''I - I It :: - )"___� , _", \ �. I- * I =� i ( _� 0 , , q6 .,�� __�____� ` r \ \ E \ � \ RC - \ 7 r, t;�,_�,�, �� \___ _� � , - \\\ \\\\\ I -,- �,,,,�",:,,�?��"%�:;i I 11 � C I . C __// MERCIAL 71 � \ �� / � - J,\ ,� I � I 1, I ­ - __ 7,206 SF COMT 11 , ", ' . -_ I � �1 - _11, � . ­_ � I ______ , I � Screening: I �/ , �,����-�,,',,�,�"",�,-,��',,�,,, ,50 -HH -1, �� I I I � -- i 11 \ I I � � I 11 I �, �,�, . " -_ 8 ]E SIDENT AL UNITE _11"� � �\ 11 ?,-',,,�,�,�",�"""��,�,��'-.� I I - I \ . I ,I 11 As Shown on plans via evergreen plantings. � __�'.: I I 11 1 I - I � - 11 I � -, k� I ''I I . I 1i I I � I 1: .. I I I I I I � \ <1 / I , . I I I I . UNITQ I I ,,,- i � , \ �,,� � `,A, I I/ � � pl� � � � , / -�­ I - -_ 1 -QR _/ I � I � I `\ , � \\ i I - -` -8 / �1_ 11 \ - �/, ­_­­` 1, �: �_ �__ _,- / � � ARB: - � I _� ,c -i / . . 11 .,., 1! I I ­ , / i I � � , �� � I I . , - 1, ----'l CF I'll 1� .. i 11 I/ / - J I -1 �1 I � Frontage = 494,70' � 0�� I I I ,, I C. ", ld�,­�Q I -----'l -CF I , . , T, , I 0�:� \\\ i � � � i \ 11 ,�'_, - , . . / I 1,1 1, - � /-' _____ 11, , I ,\ I I / / Required Street Trees = 14 (495/351) / f Il - .1.. - -(_ _M_ . 35- HH __ 1, - ,1. '1-1 ... . 'I, � / . .1, / __17 - -1 ,� � I 1i � � ____ .. _-, �. � , , "I'll I � ), , � I'll, .C- ��, , -_ , � - .. , (f -11 i I / _65_� � , � I Provided Street Trees = I 1 + additional plants and site elements I \ _ __11- � I 41�1�1�11'1 11 . I I � 4 : ! _L_ : , I I \ )i � I W,_ / - I I* I I _1� / 4 i " ) r , " � I VIA I - � , I �� I J / i %., � I , I I i J , I -1 I 11 / / � � - I 1 1 i I / r I \ . J, i I , I I . I J I I / / /_\ R I 1 1 \ \ If I' I � I I / I -:`,� , - . 10 I I I i i / � \ A-7 I I � � � � / �_ � , fil �, I � i I - \ 1 1 ! 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I � i I= �__ - L ` __ - - __ __ ___ __ � +_ - � -o-V, ... - - -1 f - __ Z 1�1_" ,/ , ---I- ___ ____ ( - i�, I r I '��', i � — - � / � 1, Z i - .Z� - I/ / C-) - i,-` , , --- - -, I I � / , 1� 1 I -�,� I " / .... _ I., o'. ;", I / f ,��,�, I" - i F I � I I rn I -..__� -, - - I - ,!!" - ." 1.11, / / 1-1 / C:2:2� � �\ � 7,-Z ��-�, � i . 8 2 -AA ' __ I-- ­_ __ �, - , � 10 � 1'�� I - �, / I �� 101- _______ ______j Z \.�' I I /�_A H --I----------- I - i I \ � __ ___ , — I ,/ � , � - I / � I[ I I 1 1 I . -PA I-,--- --,-,- /11 , - - .­ — --- - ­ - -_ --- / 1�'/ � I I I --- I � I I , , - - __ - __ ,� ____ l�� \ 3 1�_ , ___ 1, _ __ - ­ _ 67 ____ ----,-. __ - __ __ __� _-, -_ b - - --- - -_ I '__ I -AC - ,�-, i -cc 8 I -AA , I - � — ----. - ,-"-. - .- _______ I a � i ­­ ", - _.___ - ____ 1- R I 1� - --' I / 1-V � --- __ ­ — -_ ___ - ---. ___ ----- -,--- ---'--- � - - ____ ­­ __ T C DLXEQUI�D ' ' 1�,. -� I I - , \_1 __ -- 2 -CF / // -CF, ____ - _____ ____ -.- ,--,- 7�113 - - -- __ ---- ­­_ ; __� �71' I , - � - 1 -AS ' - / / _-, ___ - - --,---. ---- ---- I -CC - - _. ____ -_ -_ - - ,- � _-, ANT LIS jxED) I 11�' , � l, - — 6 --Ci.- 2 -AC I - PL / , I � I , I — — — — — — 11, , " __ � i ! --- ___ "I �' k I ­ __ ____ — , 11 �7 1 �,,� I / / / � _. ,� i � I - '. - _­­ - - ­­­_ _____ - - — — -560-- �_ __ - I— ­­­ I I—- -1-1-1-1 --1-1 ­­_­ 1_-_-1 11-111---1111-1 I- I _1-1_ -1 I 1-1-1- 11 I � - I ­- ­ ­ I 1. - - 11- I 11 -1 �. 11 � - � i / �, i - � '_� 11-S, wmm� I � ��, i I I I I - 'Comments i I - - / " ,--. 4� - - 'CommonName 'H_ " h I- __ _' ' - - _­ ­ ' - - ___ I I , _^ I ,,, F_----1 0 / / a ,Label � ScientificNlame :Quantity � Caliper i eig t, Root � \ �m` I I � ! 11 I � � . �-� , - , - - I I 1-1 � . - 1_-.1 -11 --.,-. - ­­­ , ­­­ 11-11-111-11111, 1.-_-.11_-- ... -11-11 11--1 1-111.11-1111 ­ 1- I- _1-1 - - -1 ­­­­­ "-,,,, ­ ­­-, ­­­_ ­­­­ " ­_ �,-�.�.-�-111,11111-11-1��'ll"I _;1-111 -111 ­­­ -1 I—, ___". __ ,__ ,- 11 -11-1-11-1-11 1-1111.-111-1- _11-111-11--l-1- I \ � ­ � / \ I i I I �� r I ' � /� '�_�--_� r)---� " 0% \ � ' I i � _\ �AA � Amelanchier arborea 'Autumn Brilliance' �Auturnn Brillance Serviceberry 9 � 1.5-2" i B&B ' Mufti -trunk (3-5 trunks); dense, uniform branching I I - \ I , � � � - ­­ -I 11 - - I -1 ­ - __ �. 11 -1 � -1 --- ­ __ ___­ 1___1 - I - 11 ­ 1-1 I— I - � � 1- ­ --"--, - __ '_ - _ --- I... I - -1111 ­ I ---1-1-_-_.-_ - - 11-1 __1 I- 1-11 I 11 - 11 I -1 � _­ .1 ��­ � � 11 I- 1,11 1-1. - - 11 . -11 ------- � __ -1-1_1 111-11- ___ -, � _ ____ ___ " ___ __ __-, ___ _ , , . _�_ �__ - , -,,­- \ i I � i I I _/ ___ _ - ... �_ _/ _ �, - �__/\__�_ \ _1 - -\ �_ / \,--- I 1\� ,----I , ,--\,--\ "_ �--' � � � I � i i , _1\ - __ � \+ - i �_ , I --- _\ -__11- - A (3) Z � Acer rubrum 'October Glory' fOctober Glory Maple 1 9 � 2.5-3" � � B&B ' Straight trunk; branching begins at 4'; balanced head I - � I / ___�� / - � eAC I I : , I __1 I ,-,,,-�.,�,,�-,�-"-","---,-"�",-",, I'll --- -1-11111111 ......... ... ... ..... . ... . � �- - - � I—— I ---- �- ­ 111- I_— -111, -1 11-1-1--_ ­­ ­­ ­_­­ ", - 1-1-11-- ­­­­­­­'-­- -1 -1 ­_ I'll- I _ ... .. .. I'll I— 111- - -, -, ­_,", -, ­­ - --- ­­­ ­­ ..... ­­­­ .... - _­ ­__ ­ ------- ­____­_ ­­­ _­­­ - I � - ­_-�/- - -,\, __� �--\ -- �- \ \,-_--�\ [ \, ­," , , � � � 'Paperbark Maple i , . LANDSCAP'JL NOTES,, I _� I ,--,\ :AP �Acer griseunn i 8 2-2.5" � I B&B 'Straight trunk; branching begins at 3; balanced head ; — I � � , <_� - !, � I �---� " ,---�, , 5 -RC + 111-111-1-11 - 1- _._--_-_1___1- 111111-- -11-11 I-— -.1111-1-1-- -.-I-1-11-1-1-1 1_____11111 ___.___-_--1_- �--l'----,--,--"�",�,----�'',--,- - _'_______­ -­­ 1-111-- --- ­_ � 1-1.1.1- 11. ­­­ -1-11-1 ­_ I—— , '_ 11-__--_---_--1__ -11111-1 ___� \) -,S,�--,, '�---�\ � � \ _� I � A I � I , I . I I B&B r Straight trunk; branching begins at T; balanced head - - �AS , Aesculus hip)pocastanum ! Common Horsechestnut 1 3 ; 2.6-Y i � ; __ / \ � \ I A � � e �1_11_ ­_�11--l-1.1--_ - - 11 --- I-- ­­ I---- 1______' -111_.1.__.__ I—- 1-1- ­ i-_- " ­­ ­_ ,­_­ , . I _-, /to L�Ky / � _J- �--� ___� -_ __ , ____ � I - 1. SEE SHEET 24 FOR LANDSCAPE DETAILS, PLANT � \_ I __ --- : ,-�-,.""---�-,---",-","---, _­_ _1-_1__11_-1_ - - , , _J ­­­- ­ ­.- ­­ -1-1- __ ,-.,�ll.,-.�1-11--�-,�1--�,,�--l''--�,-"---,."-� 1_1 _---1 -�,�--l'��-�1-1--------��,--�-�"-,�-_-,: -1-1-1-1-1-1- I � � � I i - - - - - - / f / 71 _1\ '\ - ." Q . k _1_1__'t_1 'T'-- 1\ � BJ , Buxus sinicai var. insularis 'Justin Brouw ers' � Justin Brouwers Boxwood 121 ' 3' B&B All plants from one source; healthy color; balanced form; &O,C. ; LIST AND ADDITIONAL NOTES. \i i i - 1111-1-11-11 _­­ --1-1-- ­ -1 -1-1 - - � I - 11 - -1 1- __­ ­­-, - � - _-1-1-1- 1-11 � -.1. -11111 1-1 I—_ _11-11-1 11 11 I 1.11-111-1-1111 ­..­­­ 1111--1 .­_ �,�-11-1��l---.".-,��'',,--",�-11�-�. ­­­­_ .... 1-111-- 1-11 -11 --,',,I ­­­­ ­..--­.,­­.­ ­., 1111-.­ \_-� Z U - , " - �_,��ro R/ f) � IE�� -( � ­ � __T_"_F_' 'T -'T-'-' A A \ \+ I I I I I , I � Buxus sinica i var. insularis 'Wintergreen' i Wintergreen Boxwood 21 � 1 3' B&B :All p : I - 1i BV\1 � � lants from one source; healthy color; balanced form 3' O.C. X i- �_ , r i I I I , -4 /__ , -1 f-� I - - I - -­ ___­ ----- � _ _ - , __ 11-11 I—— -------11 -11-1, 1- ­_ ..... �''.,.�.-�11--l-1.1-1�,-�-11�--l-"�-�-,-- I., - _­ _ ­ - I I ", ��_ ___ - 1-1 - ­­ I - I— - I � - I - I -111- 11 --- --- ---- __ -1 -1-I'�,.�'ll,���,,�---,-,-".��11--,-- _11-1-1-, -11-111-11111, / , _ i- \ J, - , -1 � . I ­ � '­ 11 �1_ I - 11. ­ ­­­ ­-, � , __� __ I I � I , q � ; ­/ - __ � 11 , il, 11, - JJL .1L ! � f ; I i iCB � Caryopteris'Longwood Blue' i Blue Mist Shrub 1 5 , � 1 3 G � Dense f orn'r, healthy color; unif orm branching; S O.C. i 2. PLANTS INDICATED WITH (n) ARE SUPPLEMENTAL , - -, X � _ _ " _�_ -1-111- I � � � - _­ - , I -- - -11 - -11 11 - I - 1-1.. -1 - - -1 � - -- - ,- � ­ - I - ­ - � _ W � - ­­ I - � - _. - I � 1- -, - , - - - - I - -.,--, - - - � � ____ - __ � - - __ - , , , - " " - " __ - � ----- � --- � _ , ­ I 11 ­ _'� ---- I I—- - 1; -III ­­ ...... � , I I I _ - -1 111- - I 1-1. � 1- -1 � - 1. I- ..1-1. - I -111 . ... ...... ----1--1-,1-1 ­ ­ 1___1 1. -___1_-__11 I 1; 4 � � - - -,- - \�__�\ '***� � � n ; , \_ ­\ , �--� r � \ SUPPLEMENTAL PLANT LIST NOT IDNE UELDNED � CC i Cercis canadensis � B&B I Straight trunk; branching begins at 2` balanced head I 11, �\ _J - '-, - --I]----- I \+ I ( Q - � 'Eastern Redbud 4 1.5-2" � L AND NOT REQUIRED BY THE COUNTY FOR FINAL ­ ­- -__---_1__- 1-11 --1 � 1111-1. - - - 11. 11-1 I � I—- -11-1 - - _______ �,�1-1.1--"'�"'--'--'�''-'--�L-���l-'"""�-11"�"�r�--l�'�ll''�I -1-1-11�-1-1--l''-�-1--l�-�ll,�lI --- ­­ -­­ ­ ­­ 1-11- - ... ! 7 � I Z I ________­___,___ -------- - I- ­­­­­ I � I'll 11 -11 .­ 1_1-1 _1_-1_1--_,_ - .11 "I il-11.1-11-11 - 1111- I --1 I I -11--l-11 -.1-1.1-1111 I'll- �­_ I ­ I 1. 1-11 ''I _111- -11--- - '­­ 1-1- ­­_ 11 - I—, -1-1-1111 11-1 --Ill-, 11 - � ­­­- 11 .1-11-1-11- 1-1--- 1111-1-11 "I'll- - ­ � I I ' I i I � � � � \\__� , -1 �_ \ 1\ __1 1abel i �_cieniific N--a,m,e- , , , , - - - - - - - - , 'CommonName I Quantity � Caliper � Height i Root ,Comments I I � � I \ �__\_ I - -i, i ; � � � 'Full to ground; dense branching, straight, pyramidal form : - I _._-1_11--.-_-___ CID ,Cedrus deodara Deodar Cedar 7-8' B&B i - , r i � � i : SITE PLAN APPROVAL. � \ �_ ­­-, ;". ,­___­­ , - __­ ............ ­ - -1-11- I - I ----------- � -1 _11- I ­ ­ I?,- ­­_­ --- ­_ --""-��-.,�--,--"-,.�-".-"-�---,--�,-,-",- - , - _--__-11-_- ­_­ ­11�_­_­­ ... 11111- I 11-111 ­ 11-11-111-111 1-11-- I— ­­ ­_­­­­_­­ .... ­­-­ --------- ­­- 'I __ ---- ___ ___,__ __ - - -i �___ _­_ _______,___­- --­-­­­­­­-­-­ , ­­­­ - . ­ - - 1-1 - 'r 7 � i I I I � � I --- ­ _­­­ I I - 1.1- ­ I I,--- - I -_ 111 1-1 11 - - -­ 11 I I �. - - � 1-11- ­ I'll ­ 1-1 I _ I � I L ­­ ­­ -­ �_ -1 __1 - -1 ­ �. ­. I- I T ­­­ I - - I-. __­ 11-1- 1111-1-111.1-- - � ­ _1-1 ­­ ­­­­ - 11-1 -11111-1- _ - AJ, - \ \ �AA '�Arnelanchier arborea'Autumn Brilliance' Autumn Brillance Serviceberry ; e � i i � I - I � I ; \\�--�_ 4% � ! ! 8 4� 1.5-2" � I B&B 'Multi -trunk (3-5 trunks); dense, uniform branching ! I I ; I " � i � r I I ; , ­­ -11, 11_1-i-_1 - 1- -1. ­­.­ - I 1_-__1_._--_ --_1 11-1 --- ---- � 11 -1-11 ­­­ _­ 11 � 4 2 15-2 i--,-,--- - _111- �-1-1-1�-.-,�-1111,�.-I.-II-�l-",-�.,-"-'',��,��-1-�.--,��-----,�.",�--�ll--11�'llI ---- _ ­ � � 1-1 11- ­­ -11 11 --- �1-11-1l.-��--�1-1-��,�1.1�-�ll-�-,-'---��L-��.1--�-.��1-11----.,-.,-�,-��I --- ­ I .... ­ -1111, iCF ; Cornus f lorida'Cherokee Chief' � Cherokee Chief Dogwood , B&B ! Straight trunk; branching begins at 2'; balanced head I C � )'1 0 -HJ - � I -, -1 11-���,�l-.�1--l-1111----,-",�-.- "",__ - --- � .... �-,��-"�,-,��-'""',�,.''--,-,���,-.', ____ `1- ­­­ __1__11 _-___1______1_ -1-1--�----"--,,�-1.1-1-�-�'ll"��-�-�,,�,;�.�11-1-�-�--l""Ifl""-,-"�ll-��--."�,�-i--,-."--��",,--�ll,�- I'll. 11_-1_-___111--__1_- 1-1-1 1-1-1-- _1_--1---_1-1_--1 , I ; � � I � , �_: % A �AC �Acer rubrum'October Glory' �October Glory Maple 1 2 � 2.5-3" i I B&B � Straight trunk; branching begins at 4'; balanced head � i 1 SEE SHEET 25 FOR PHOTOMETRIC PLAN AND SHEET I � 11 CH � Chionanthus virginicus !White Fringetree L ' 1.5- i � �_� , : B&B 'Multi -trunk (3-5 trunks); dense, uniform branching � \\ i � 1 8 1 i � ---- � k � I ;__ ­ - - __ __ -, ___ ____ ____ ______ - __________ , _-, __ ________ ... ___ , ,__,______- -,-,! - , "' � - ___­____ 1-1111-1.1.1--- - -------- -- ­­ ­­­ ....... . ... - ----- -- ­­-­.­ - ­­.- -_-- 1- I 1111- I c -III-11'..- _­­­_,_. _­­­­,__­­ ­­­_ -",-.-., _­­ ­_­­­­­­­ � ...... . - "",­­ __­__­..­.­ ------ ­ __ ------- - __ - - - _­ - _­­ �, -, .� - ­-, - . ­ - _­­­­ I - _� ­ -111-11I.- � / - \ / 5-C � _111+ .... � -1 ­ -­ -.--'--,- � - ----- --- __­__­ _----,_-_-_.-_ � I . � I , � �­--- -i----- -, ­ ­­ ­­ "-'--"- -, - -- , ''-- " , ­­ - - ­­ "I'll, ...... ,--.,-,",,.�,��"""��-,�"-"�--",.-�-""�,.-,-"�,-,.-."-,�,,�-i� -----__- y I , � � ; . : � �, �CJ ; � I - — — -J 8 -OC _* �AP ,'Acer griseum � Flaperbark Maple � 5 ' 2-2.5" � I B&B : Straight trunk; branching begins at 3'; balanced head f � ...... . I I 1 26 FOR LIGHTING DETAILS. \r--�� I . ........ ,1__ - ,__ 7 - - - - I � - ­­­ ­ __ ­ - - I 1 Cryptomrfa japonica 'Y os hind .Yoshino Japanese Cryptomeria Z I I i � � Full to ground; dense branching, straight, pyrarridal for I " 1_11_.___ --- ------ .___ ,-,�",���-�""-,��,�,-��,�,,�,,�-,-"�-,--�,---� . .... ���,-�'..�",�,."-,-,-�--�"-.-"-,�-,�,-.�,�,--"�-�-,-"-�,�",-".-,--",�-,-.-., -11 _11-11-1 ,­ I------ I---- - -_1 ­ __ ­­­ __-__111 - - -1111--l-11-1-. __ _� � � 6-T � B&B I m - , , - - / . � � � � . -1-1-1 - ,�1-11,11��l.-�1--��'ll,��-11��-.1-�-,--,,-,,,-.---,i----,'"',,''------,--.------,�-"'-"'-"�--,�-'-''--��-�-�-,---, , � I I � � i � ­ -, -._1--.----_--- ­ I'll ­ ­,­ ­ ­ -1-1-1-111-111-- ­­_­ �,�l."-,��,-,-!,-�'',-,�,,���,�,�"-�'"'--� ---- �,�,��"-��-�",�-,-,�,-.--�-"--�,---�,.�--"-,�� � \ 0) � - I I . -1 � i I � 2.5 3" � I : � � � � i � � I - A AS ,Aesculus hippocastanum �Coffr-ion Horsechestnut i _ I B&B i Straight trunk; branching begins at 3'*, balanced head �CK 1 Cornus kous;a'Stellar Pink' ,Stellar Rnk Kousa Dogwood � 10 ' 1,54' i � B&B � Straight trunk; branching begins at 2'; balanced head I -.1 / ___ ____,______,____,_ , ___-, - ____''. - ---- ___-, "", ____ - ­:__ __1 - __­ - - -1 ---------- - - __1_1 ­­ - I � 11 -.111, I _111- ----- - 'Ir ,__­ - - - - - ... ­­­ , ".- ,- - --- ­ " � , - -- - ­ I—- _111-11 ­111� I i 7 � I i , , ;_ I i I -- - - , " ­ - ­ - - - - , � - - ­ ­­ -­ - ­- - ----- � - i III -111- -1-14-- ­_­­ - -1 - -_1 - __ I ­ I— - ­ I- - ­ I - - . , ­_ ­_ __._,___ I � I " __-1-1 .... 1-1-11 -_1 - I, ­_ 1- __ I_- __ - ____ __ _ -1 - - , __,. - K_ - , - - "' ­_ v -, - - _,�_­_ - ­__ __ - __ __1 -1 - _-1 _11 � 1.11, -11-1 ­ � ­ -1 I 11 - 11 - - -1 - -11 11 1-1 -11111-, � 11-1-1. _ - � I 11 - , , - - " � , \ I - � l 6 ; � 3' � B&B All plants from one source; healthy color; balanced forrrr, 3' O.C. ! I i ! I , 1 - \\ \ 1� 16 -DE // \ \ A �Bi � Buxus sinica var. insularis 'Justin Brouw ers' 'Justin Brouw ers Boxw ood � � t � / I '1\ ........ -11- ­­­_ i-1-___- 11-1-1-11 11 --1--i- ­ ___ -_1 _- ­ ­ - " _­ ­ ­­ 1-1, � - - ­-, ­ ` , , __­ - ___ ­ ___ - - ­­ " -, � � __ _­ 1 CM 1 Carpinus carroliniana � American dombeam, Musclew, cod f 38 � 2.�T� j_ � B&B � Single trunk to 4'; dense foliage, straight, pyrarnidal form �, ___­_­�­ -1- --r __ 11 ---,---,. -11-1 - 1-11---l-I -1__._1-_1- -111, ­­ III -1-1- I -1 __ � _ _11.1--l-1- - ---------- _ "----,--,-��--"-,-�----�,�--.,-",-,�, ­­­� I i I I t � & ; I � � � 1-��,-���11-11.,--��,--.---�",.---- ­ ---- ---- ------ - --­ ­­ ­.­­ ,--,-,. - -------- ­­ -- --1 11 -- - 1-1 -1-1 I— ­­ --- ­­_­_._­__­______, I— --- I'll, ---- 11 ­­� "I I—- -.111 .­_ __1 __ 1-11 .1- _,___1._____-1-__ .... � - _1 1____-1--- _1-__1-1- I 1-111-11 - __-11--..1'__- ,-- ­­_­_­ - - ­ ___4 . I � - I I ! I � W, � � � � I � � I ; � � � � Flatmore Green Ash 8 2.5-Y � B&B Straight trunk; branching begins at 4!; balanced head \ � I \ 1 I \ 'I BW � Buxus sinica var. insularis 'Writergreen' i intergreen Boxwood � 29 � 3' ; B&B � Alf plants f rom one source; healthy color; balanced f orm; 3' O.C. ; I FP I Fraxinus pernnsylvanica'Patmore' i i � I I ' r � I � C ,------ - -" , --- -- ---- ­ '' - --- -- - - ­ ­ � - -- - - - - . -- -- - - ­ .11 ­­­ _­­_ . ­_ I------ - '__­__._­, _ I .- _ - -­ - 11 � 1- - - - , - -,- - I - __ __ - _-, _ - " - __ - -- ­ ill ­­_ -­ -1 -11- - - __1 ­­­­ . _-1--_-1'- - ­­­ .... .. �. �, ­ - ­ , , ­­­ ­ . . ........ � _____­� I � � I . � i � � I I 11. - __1 I I—- _11 ­ -1-11- �- -11- ­ . 11 . __ � I - - - __ _ , - � '_ -1 _.- I i I � _ � 'I'll � . -1 -11 ­ I � 1-1-1 � - - - 11 -.1 - -11-1.1 11-1 1� I � _11� - - 1-1. - 1;11 - I - 11" - - I _­ I 11-1 - ­_ ,,,,, - . - 1-11 - - -1-1 ­ 11.1 - ­­­ I -1 ­ 11 I -11-- - 1-1, -,- - - __ ____ - � - ­ I - I � � - --1 -- - I z I I ; 6 � I I I I I � 1 7 'Dense form; healthy color: uniform branching; 3'O.C. '; Fathergilla gardenji 'Mi. Airy' I � 3 G ' Dense f orm; healthy color; unif orm branching; 4' 0, C. - \ -1i / � I 3 -HQ A A C13 ',Caryopteris'Longwood Blue' Blue Mist Shrub � 40 ; 3 G i i . - I � �- 11 I I—- I- 1-_-1_-__ ­ 11 � 11-1 1-11- -1 I ­­ _1111- 1-1 11 ­­­­ I - -1 ­­­ � _­ - ­ I ---- .1-- ­ -.1- 11-- 1-11-1-- 1_111- I - "I ___ .... ��111­ ­, - - _--l", � 7 FT � Mt. Airy Dwarf Fothergilla t I i � -_ _ _________ ____ 11 - ___-1 ­ - - 1-1 11---11 - ­ _____1- ­­ - � ­_____ -1-1 - ,­ _11-1-- ­­_ I I I I - --I I z I 1 7 � � .... ... � � _:-, - ____ � ___ __ _ - __ ,, - , -,- , -.,- I ­ -.1.1-- _1.i1_--_, ­ 11 ­ I'll.. -11 ­­­ 1-1 ­­_ , __.­�­­­­­ ­ - -11.11-1- I 11-1---l- _-Ji_ _ _ , - - - - __­ - I I - � I --- � - -_ I -- -1 - ­ - 11 I � . � I ' Straight trunk; branching begins at 2'; balanced head � i : I I I T- - t I \_ — — A � CC �Cercis canadensis I Eastern Redbud � 9 1 1.5-2" i: � B&B I I I � :, ! � I . I I- \ __ __.__�­­­ -- ---- - � �,�-,---,----�-"-.�11-1-1�ll-�-I __1_1.1-_-__ 11- - ­­­­-, I— A- � -�,�.---,-",-,---�..---,,--''-,-"�.,�"I ­­- 11 - ___________.,________ _1_____, I 111-11- ----1 - "I--�11-1-11.11,�1--l--�1.1.�-1-1--�-1,��,�-,-""''---"-.'ll- I— _11.1__11_-1-1_,_____, -11-1-I.- � �HH iFiedra helix'ESaftica' i Baftica English ivy � 620 � I i 411 pot (1pint) � Dense form; good color; w ell rooted in pot; 12" O.C, 4* � , __ \ I I I ___, , -, - __ - __ 11-11 I- i � 7 1 � - ...... �i_ ... ... __________,_,_ ___ ...... . -­­­ I—, 1-1-.1-- -1-11- - _�, 1-1i., I __ ;� I I 1-1 I I .­­ __ 1- ­ _1 ----1 1111-1--_ .. 41 7 1 1 -11111 11-�-,�l-,----",-,�11.1--l'�"-l-�---.�l-----",�"-,� .... ____ -1111-11 - "I" ­-­-, __­_�� --- ---- _-.1-1.11-111-1 I -.-- 11 11-1-1 11 1111-1-111-11 - ____­ . ..... . I I I , C ! - � I ; � ? ! . � 1.5-2" t i . I i i ; I I � � � TITITiTi- CF � Cornus f forida 'Cherokee Chief' Cherokee Chief Dogwood ; 3 1 1 B&B 'Straight trunK branching begins at 2'; balanced head �Hlvl 'Hemerocallis�'Stella d'Ord i Stella d'Oro Daylily I G 'Dense f orm; good color; well rooted in pot; 18" O,C. I "I I I I � k 278 ; � - I I � - 1- -1 I 11-1. - 1. � I I � I I— ­ ----111 -_____1 -1-1 I I 1-1 � 1. I ­ 1-11 -1 11 -1- ­­­__. -, -, _11 ­ --- 11 I I - I ­_­ - ­ - I—: -1 1- I -­ -1 -1 __", - , 1-1 I - -11 - I 11;- ­ I- - - - -, - - - -1-1- ­­ I 1- __ - " ", � , I ­ 11 -11-- _­ I 1. 11-11 I'll, � I -.1.11 I—. I 1-11 - 1-111 __ ­­_ � 111-1 I 1-1-.1- - � ­ -11, - I.. -11 - 11 - - I- ­___ -1 -11 I I � ­ I I'll - ­__ � - --- ­­­ I � -1- 1-11 � 1. I I— I 1- 11 I I 11 - I ­ - "I 1_1-_ _­ ­­­ - "'' ''I - ­ ­.-­---- I -1 I—- -1-1-1--- . � _­ - 11 -.1-1-1.11-- I 11 __1 11- 1-1 _­ ­­ ­­­ ­­­-, -1 ­­ ­­ --- i � I � I . i- , � " I � i I i i � I I ; i I �- \ I I I - 'CH 'Chionanthus virginicus � White Fringetree � 1 1.5-2" ; ! B&B � Multi -trunk (3-5 trunks); dense, uniform branching � HQ ' Hydrangea ql uercif olla'A lice' 'Alice Oakleat Hydrangea ; 29 � 3 G � Dense form, healthy color; uniform branching; 4'O. C. I . � t I � I t s ; I ; e 'T'_ I - �� - _­ --'I- ____­_ __ I— I - I " , - , ­ , ,,---. ­­­ _­,­­,­­ ------ ----- ­ � - - _­_­.­ - - --- - - ­_ ,_­_� - -- - ­­-, ­­­-, , " __ - - 11111 � 1, "I -­ � 11 I - I—— c I—- I -1-1 I- -1111, - 11 �111.11 11111, _­­ - ­­- , __ - -.1 - --1-1- 1-1. I - -­ I, - 1. 11 I - 11 - -1 - I ­ ­ I ­ - 1, � _1 i - I— I - I -1.11 . _ ____ I I � 11 � - � _�_ � __ - 1 , , - � , " , _ . - - - I I I � _1i-1_1- - � -1- - I I ­ I 11 - - -11.... -1-1 11 I I I -1 I I- 1. - I - - I I -11-11 - - I � -1-1 11-11-1- I - I 11 - I � I : I I 3 -CB \'**\-\ � 11 (D . � ­ __ '"' __ _­ - , , ­ __ - ,­ '' -, f % . � -1 I—— ­­­ 11 -1-1- . I I I I � � � . I I -1-11 ­­ ­­ 1___----_--- ­. -1 � I - � ­ -1 -111- __ 1-1 I � 6-71 i B&B : Full to ground; dense branching, straight, pyramidal form I - � �, Cryptomeria japonica'Yoshino' iYoishino Japanese Cryptomerla . ' Full to ground; dense branching, straight, pyrarnidal form � . i � A 1 6 r A, CJ� I 0 1 6-T B&B � I e i � _ , i , , f , A i flex attentuatia'Fosteri' � Foster #2 Holly 15 � � I I- - A ^ 11 I I \ I _ _ - �, _ ----------- y_,_.--1-_-- -1-11-1111.1.,�­­ I—- - - 11- ­ ­ �- - --ill __ -­ -1-1-1-1 ­­ _1_. I -_-1. ­­ � "I", -.1111- 1_1 -11-11-1 ­­­ 1-11 ­ I I - -­­ -.1 ­­_ :'' , : i I \ .0k ­ �­­_ - � - I 11 � ____11_1_1__1_1__1__1 - ___ ­-, - I . __! --- __ __ - __ ___ ___ ... ... � ... _ ....... . � ... _ ____ ___.____,_ _ --- -_ ____________,____ �-, __ � _ � � I - � I - -1 I ­ ­­. 11 I— I— I ­­­ � --I'--"- I— 11 11 -1 ­_ __11..1 ­­_­ "I'll, 11 -1-1- I'll -1-111 A ZN , V__ , 11_� 5 -HQ I') 10'_0�1 I" �D `1D ju\,jr\�.A CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PI -1. 434-295-W05 FAX 434-295-2103 1 � 16 �� � 0;, V,TH O.e I ��,�,N I ,�', Alan G. Franklin It rg �d Uc. No. 35326 'O 44, ylt� _;t 1-1 _P _�Ilt O.Or - 1;��S�ONA L � �� I SH OF -T� I 1�, I ,;� , -) 7 Mark E. KeUer t-1 CerL No. 0239 E" 17 C-) , I,� 1�� 1 �6 J, �4."-E -V,�,�,O� � SDP M SCALE. F) = 30' ISSUED: DRAWN BY. SWE REVISION& 1. 8-21-08, ACSA COMMENTS 2. 9-22-08, CO,/ACSA COMMENTS 3. 10-15-08, RWSA COMMENTS 4. 1-15-08, REV. BLDG A,B,C,D & F 5. 3-2-09, ARB COMMENTS 6. 11-13-09, FINAL CO. APPROVAL I All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. � I @ TERRA CONCEPTS, P.C. i SHEET �� ,57 // // /, -I& :�# OF 28 .. W - - ______ - I i N GENERAL NOTES, 1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE CONSULT LANDSCAPE ARCHITECT. 2. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 3. IMMEDIATELY SOAK WITH WATER. 4. DO NOT BREAK ROOTBALL. 5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION. 7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. PLANTING NOTES, 1, EXCAVATE ROOTBALL PIT. 2, ADD EXCAVATED SOIL & TAMP. SET TREE 80 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. ;OIL IN - AREA TO EPTH OF SAME AS BELOW MULCH LAYER (AS SPECIFIED) FINISHED GRADE PLANTING SOIL MIX (AS SPECIFIED) EDGE OF LANDSCAPE AREA, PAVEMENT EDGE OR IN A CULTIVATED AND MULCHED PLANTING AREA MULCH LAYER MULCH LAYER- (AS SPECIFIED) BEGIN AT PIT LIMITS AND ADD NO MORE FINISHED GRADE THAN 3" TAPERING UP TO V AT TREE COLLAR. BLEND WITH TO EXISTING GRADE PLANTING SOIL MIX AS NECESSARY AT OUTER PIT EDGE (AS SPECIFIED) COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON 1211 1 2_31' DOWNHILL SIDE OF SCARIFY BASE OF PIT, BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY) TO FACILITATE PROPER DRAINAGE ROOTBALL PITS SECTION 1211 lo UNLESS OTHI NOTES CROWN BED 2-3"; TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE MULCH FINISHED GRADE --i -, CULTIVATE SOIL WITH ROTO -TILLER TO AMIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE CROWN TOP OF MIN. OF GRADE I_&Iluxem FINISHE RETURN EXCAVATED SOIL AS NEEDED BRING ND COMPACT ON A SLOPE LIGHTLY TO BRING PIT BACK TO FINISHED GRADE. PREVENT TREE FROM SETTLING IN FUTURE OnIA/ CDArlikir-1 L-001 N,T.S. ROW SPACING M, O.C. SPACING 12341 12f A -Tel ILI 1:11W.1111401ITT411111 1 milli I I 0 SCARIFY BASE OF PIT, BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY) TO FACILITATE PROPER DRAINAGE ROOTBALL PITS SECTION 1211 lo UNLESS OTHI NOTES CROWN BED 2-3"; TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE MULCH FINISHED GRADE --i -, CULTIVATE SOIL WITH ROTO -TILLER TO AMIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE CROWN TOP OF MIN. OF GRADE I_&Iluxem FINISHE RETURN EXCAVATED SOIL AS NEEDED BRING ND COMPACT ON A SLOPE LIGHTLY TO BRING PIT BACK TO FINISHED GRADE. PREVENT TREE FROM SETTLING IN FUTURE OnIA/ CDArlikir-1 L-001 N,T.S. ROW SPACING PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN, OF 4" LAYER OF CULT! CULTIVATE SOIL WITH ROTO -TILLER TO 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) L-005 24 SECTION, PLAN N.T.S. PLANTING SOIL MIX PLANTING PROCEDURE (AS SPECIFIED) 1. LAY OUT BED AND OUTLINE WITH TRENCH EDGE, PLACE SOIL FROM EDGE WITHIN BED. GROUND COVER 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.) "I /Z III„-III=III=Il1=T-Iii=illl=lfli I, x 9 1 1EE1 I 1E EDGE OF LANDSCAPE AREA, PAVEMENT EDGE, OR BACK OIF CURB, UNDISTURBED SUBGRADE BREAK THROUGH ANY EXISTING "HARD -PANT" 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 rl_0CULTIVATED PLANTING AREA 24 ) DETAIL L-014 N.T.S. NOTES: NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 1. SET TREE PLUMB PRIOR TO STAKING. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED 2. GRADES NOT TO EXCEED 3:1 SLOPES, UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 3. ALL PRUNING IS RESTRICTED TO THE 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. 6, ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 7, ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL). OPTION 2: DIAGONAL STAKING (FOR EVERGREENS C (1) STAKE & GUY PEF OPTION 1: VERTICAL STAKING (2) STAKES & GUYINC TREE. SET STAKES 1 AROUND THE TREE. GUYING A MININUM C HEIGHT OF TREE AN[ THE LOWEST BRANC 2 TREE STAKINGk,0PTIONS 24 )SECTION, PLAN NOTES: 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN, OF 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.) .1 TYP. EXISTING GRASS TO REMAIN UNDISTURBED EXCEPT WHERE TREES ARE PLANTED (D M FINISHED --\ GRADE REFER TO MR, �l �21 2Il ,I Ij = ILI ROOTBALL DETAII: ___,Tj�%Ili Ii 111 5 "Ir -1 TYP. Hr= �11' �01 11 NOTE: LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN INTO THE GROUND 30" MIN. TREE O.C, SPACING (AS SPECIFIED ON DWGS.) TYP. EXISTING GRASS TO REMAIN UNDISTURBED EXCEPT WHERE 2 TREES ARE I`_ 'r PLANTED (D ED FINISHED GRADE 4 AT T_- 1-I'l, - AFFIQII I %.Out- I I vr1k I L -U N�T,S, L-002 TREE STAKE GALV. WIRE HOSE STAKING ENLARGEMENT MULCH (AS SPECIFIED ON DWGS.) STAKING ENLARGEMENT MASS PLANTING & STAKING IN EXISTING VEGETATED AND MULCHED PLANTING AREAS L-0067 24 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 1211 DRAINAGETRENCH � EDGE( P.) ` FINISHED GRADE CY) X \Ix fill N\/ /I I il1111==11 x N PERENNIAL I / , I =-111 I =-fill ==Il==i l==1lll==j1ll SOIL MIX (AS SPECIFIED) ==fill ==III I ==ill' ;1111=1111:=1111=1111=1111=1111=1111k:=fli' lll==Ijfl. X�f 11 H -=fill = II1I_=III 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 Tj MASS PERENNIAL BED PLANTING 24 ) DETAIL L-008 SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS /-D\ STAKES ON "HIGH" - SIDE OF TREE ONLY. FINISHED GRADE ifil I rf±111 REFER TO TREE ROOTBALL PIT DETAIL A COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA ffm a ki i I SECTION, PLAN 24 NOTES: 1. LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN (30" MIN.) INTO SLOPE AT ANGLE INDICATED. 2. GRADES NOT TO EXCEED 2:1. 3. TRENCH ALL EDGES OF PLANTING BED. ROW SPACING TYP. >I ■wurnl TYPICAL STAKING: 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 UPHILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY) 22 1/2 q . ........ 6'iRECTION 0 OF SLOPE Z 0 PLAN Uj U.1 15 ULCH LAYER LTRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED SECTION L-003 N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3, ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE OPTIONS 24 TRENCH EDGE A ENTIRE AREA TO MULCHED REFER TO TREE ROOTBALL PIT DETAIL I A 7247 24 PLAN LAN ?il) TRENCH EDGE (TYP) ROW SPACING Z, SECTION TIVATED SOIL V X 4" GALV. LANDSCAPE STAKE W/ 2" XV X 30" ZINC COATED FENCE (2 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2'MAX. TO ATTACHING TO POST W1 MIN. (3) GAILY. FLEX'C'RINGS PER POST. LOCATE AT TOP OF SLOPE. L-004 N.T.& USE EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE. SHRUB PLANTING ON SLOPE (111=111. li (SET PLANTS PLUMB) MULCH LAYER (AS SPECIFIED) 24" ez w PLANTING SOIL MIX (AS SPECIFIED) Id-IIII ==fill ==Fw==- FI11=-Flll 111=1111=1111=1111=1111= = TRENCH EDGE (TYP) ADD EXCAVATED SOIL TO BRING TOP OF ROOTBALL TO FINISHED GRADE. 11 TAMP LIGHTLY PRIOR TO SETTING 4MIN, I=fll1= II_�I�� SHRUB TO PREVENT SETTLING. 1=1111=111 Ei F=fill- -- Ijj=f-jlj= COMPACT EXCAVATED SOIL SET TOP OF ROOTBALL 4" TO FORM ROOTBALL PIT ON LEVEL WITH FINISHED GRADE. I DOWNHILL SIDE SHRUB PLANTING ON SLOPE PLANT SOIL MIX DETAIL (AS SPECIFIED ON DWGS.) �24L-010) N.T.& ------ MULCH TRENCH EDGE (TYP) V X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" (AS SPECIFIED ON DWGS.) X 30" ZINC COATED FENCE (2 112' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2' MAX, TREE ROWSPACING TO ATTACHING TO POST W/ MIN. (3) GALV. FLEX IURINGS PER POST. LOCATE AT TOP OF SLOPE, USE EXCAVATED SOIL TO STAKE -fill fill- FORM ROOTBALL PIT ON I= = DOWNHILL SIDE. 45(o GALV. WIRE JUNIPER PLANTING ON SLOPE la fill::= (SET PLANTS PLUMB) - = = HOSE MULCH LAYER (AS SPECIFIED) STAKING RE:FER TO A 30 ENLARGEMENT 11 RO)OTBALL DETAIL 24 PLANTING SOIL MIX III (AS SPECIFIED) TRENCH EDGE (TYP) MASS PLANTING AND� STAKING ON SLOPE SECTIOL-007N N.T.S, ADD EXCAVATED SOIL TO BRING TOP =11 OF ROOTBALL TO FINISHED GRADE. 4" MIN. TAMP LIGHTLY PRIOR TO SETTING 4__ 1-_ _ jl{=1111 _ = SHRUB TO PREVENT SE I T TLING, nliIII I =il =fill - SET TOP OF ROOTBALL e LEVEL WITH FINISHED GRADE. 3 1/2" MIN. 9 SHRUB (JUNIPER) PLANTING ON SLOPE 24 DETAIL L-011 N.T.S. Ir" 7D 7D rjxx,xA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHAPLOTTESVILLE, VIRGINIA 22902 PH. 4-34-295-4005 FAX 434-295-2103 M, O.C. SPACING N ROOTBALL L BELSD W DTH PLAN PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. O.C. SPACING ROOTBALL UNDISTURBED SUBGRADE PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN, OF 4" LAYER OF CULT! CULTIVATE SOIL WITH ROTO -TILLER TO 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) L-005 24 SECTION, PLAN N.T.S. PLANTING SOIL MIX PLANTING PROCEDURE (AS SPECIFIED) 1. LAY OUT BED AND OUTLINE WITH TRENCH EDGE, PLACE SOIL FROM EDGE WITHIN BED. GROUND COVER 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.) "I /Z III„-III=III=Il1=T-Iii=illl=lfli I, x 9 1 1EE1 I 1E EDGE OF LANDSCAPE AREA, PAVEMENT EDGE, OR BACK OIF CURB, UNDISTURBED SUBGRADE BREAK THROUGH ANY EXISTING "HARD -PANT" 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 rl_0CULTIVATED PLANTING AREA 24 ) DETAIL L-014 N.T.S. NOTES: NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 1. SET TREE PLUMB PRIOR TO STAKING. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED 2. GRADES NOT TO EXCEED 3:1 SLOPES, UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 3. ALL PRUNING IS RESTRICTED TO THE 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. 6, ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 7, ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL). OPTION 2: DIAGONAL STAKING (FOR EVERGREENS C (1) STAKE & GUY PEF OPTION 1: VERTICAL STAKING (2) STAKES & GUYINC TREE. SET STAKES 1 AROUND THE TREE. GUYING A MININUM C HEIGHT OF TREE AN[ THE LOWEST BRANC 2 TREE STAKINGk,0PTIONS 24 )SECTION, PLAN NOTES: 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN, OF 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.) .1 TYP. EXISTING GRASS TO REMAIN UNDISTURBED EXCEPT WHERE TREES ARE PLANTED (D M FINISHED --\ GRADE REFER TO MR, �l �21 2Il ,I Ij = ILI ROOTBALL DETAII: ___,Tj�%Ili Ii 111 5 "Ir -1 TYP. Hr= �11' �01 11 NOTE: LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN INTO THE GROUND 30" MIN. TREE O.C, SPACING (AS SPECIFIED ON DWGS.) TYP. EXISTING GRASS TO REMAIN UNDISTURBED EXCEPT WHERE 2 TREES ARE I`_ 'r PLANTED (D ED FINISHED GRADE 4 AT T_- 1-I'l, - AFFIQII I %.Out- I I vr1k I L -U N�T,S, L-002 TREE STAKE GALV. WIRE HOSE STAKING ENLARGEMENT MULCH (AS SPECIFIED ON DWGS.) STAKING ENLARGEMENT MASS PLANTING & STAKING IN EXISTING VEGETATED AND MULCHED PLANTING AREAS L-0067 24 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 1211 DRAINAGETRENCH � EDGE( P.) ` FINISHED GRADE CY) X \Ix fill N\/ /I I il1111==11 x N PERENNIAL I / , I =-111 I =-fill ==Il==i l==1lll==j1ll SOIL MIX (AS SPECIFIED) ==fill ==III I ==ill' ;1111=1111:=1111=1111=1111=1111=1111k:=fli' lll==Ijfl. X�f 11 H -=fill = II1I_=III 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 Tj MASS PERENNIAL BED PLANTING 24 ) DETAIL L-008 SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS /-D\ STAKES ON "HIGH" - SIDE OF TREE ONLY. FINISHED GRADE ifil I rf±111 REFER TO TREE ROOTBALL PIT DETAIL A COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA ffm a ki i I SECTION, PLAN 24 NOTES: 1. LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN (30" MIN.) INTO SLOPE AT ANGLE INDICATED. 2. GRADES NOT TO EXCEED 2:1. 3. TRENCH ALL EDGES OF PLANTING BED. ROW SPACING TYP. >I ■wurnl TYPICAL STAKING: 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 UPHILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY) 22 1/2 q . ........ 6'iRECTION 0 OF SLOPE Z 0 PLAN Uj U.1 15 ULCH LAYER LTRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED SECTION L-003 N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3, ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE OPTIONS 24 TRENCH EDGE A ENTIRE AREA TO MULCHED REFER TO TREE ROOTBALL PIT DETAIL I A 7247 24 PLAN LAN ?il) TRENCH EDGE (TYP) ROW SPACING Z, SECTION TIVATED SOIL V X 4" GALV. LANDSCAPE STAKE W/ 2" XV X 30" ZINC COATED FENCE (2 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2'MAX. TO ATTACHING TO POST W1 MIN. (3) GAILY. FLEX'C'RINGS PER POST. LOCATE AT TOP OF SLOPE. L-004 N.T.& USE EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE. SHRUB PLANTING ON SLOPE (111=111. li (SET PLANTS PLUMB) MULCH LAYER (AS SPECIFIED) 24" ez w PLANTING SOIL MIX (AS SPECIFIED) Id-IIII ==fill ==Fw==- FI11=-Flll 111=1111=1111=1111=1111= = TRENCH EDGE (TYP) ADD EXCAVATED SOIL TO BRING TOP OF ROOTBALL TO FINISHED GRADE. 11 TAMP LIGHTLY PRIOR TO SETTING 4MIN, I=fll1= II_�I�� SHRUB TO PREVENT SETTLING. 1=1111=111 Ei F=fill- -- Ijj=f-jlj= COMPACT EXCAVATED SOIL SET TOP OF ROOTBALL 4" TO FORM ROOTBALL PIT ON LEVEL WITH FINISHED GRADE. I DOWNHILL SIDE SHRUB PLANTING ON SLOPE PLANT SOIL MIX DETAIL (AS SPECIFIED ON DWGS.) �24L-010) N.T.& ------ MULCH TRENCH EDGE (TYP) V X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" (AS SPECIFIED ON DWGS.) X 30" ZINC COATED FENCE (2 112' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2' MAX, TREE ROWSPACING TO ATTACHING TO POST W/ MIN. (3) GALV. FLEX IURINGS PER POST. LOCATE AT TOP OF SLOPE, USE EXCAVATED SOIL TO STAKE -fill fill- FORM ROOTBALL PIT ON I= = DOWNHILL SIDE. 45(o GALV. WIRE JUNIPER PLANTING ON SLOPE la fill::= (SET PLANTS PLUMB) - = = HOSE MULCH LAYER (AS SPECIFIED) STAKING RE:FER TO A 30 ENLARGEMENT 11 RO)OTBALL DETAIL 24 PLANTING SOIL MIX III (AS SPECIFIED) TRENCH EDGE (TYP) MASS PLANTING AND� STAKING ON SLOPE SECTIOL-007N N.T.S, ADD EXCAVATED SOIL TO BRING TOP =11 OF ROOTBALL TO FINISHED GRADE. 4" MIN. TAMP LIGHTLY PRIOR TO SETTING 4__ 1-_ _ jl{=1111 _ = SHRUB TO PREVENT SE I T TLING, nliIII I =il =fill - SET TOP OF ROOTBALL e LEVEL WITH FINISHED GRADE. 3 1/2" MIN. 9 SHRUB (JUNIPER) PLANTING ON SLOPE 24 DETAIL L-011 N.T.S. Ir" 7D 7D rjxx,xA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHAPLOTTESVILLE, VIRGINIA 22902 PH. 4-34-295-4005 FAX 434-295-2103 Alan G. Franklin Uc. No. 35326 01VA VTH or Mark E. Keller t7"` Cert, No. 0239 SDP #a 2008-00101 SCALE; AS SHOWN ISSUED. 6-23-08 DRAWN BY. SW: REVISION& 1, 8-21-08, ACSA COMMENTS 2, 9-22-08, CO./ACSA COMMENTS 3. 10-15-08, RWSA COMMENTS 4. 1-15-08, REV. BLDGA,B,C,D&F 5, 3-2-09, ARB COMMENTS 6. 11-13-09, FINAL CO, APPROVAL All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, orb any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. @ TERRA CONCEPTS, P.C. SHEET N Alan G. Franklin Uc. No. 35326 01VA VTH or Mark E. Keller t7"` Cert, No. 0239 SDP #a 2008-00101 SCALE; AS SHOWN ISSUED. 6-23-08 DRAWN BY. SW: REVISION& 1, 8-21-08, ACSA COMMENTS 2, 9-22-08, CO./ACSA COMMENTS 3. 10-15-08, RWSA COMMENTS 4. 1-15-08, REV. BLDGA,B,C,D&F 5, 3-2-09, ARB COMMENTS 6. 11-13-09, FINAL CO, APPROVAL All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, orb any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. @ TERRA CONCEPTS, P.C. SHEET STATISTICS Label Qty Catalog Number Description Lamp File Lumens LLF Watts Description Symbol Avg Max Min Max/Min Avg/Min FLAG + 1.2 fc 3.4 fc 0,0 fC N/A NIA OAKLEIGH SITE 769.9 0.9fc 8.7 fe 0.0 fC NIA NIA PROPERTY LINE E 1 0.0 fc 0.5 fo 0.0 fC N/A NIA WALL 12.0 11.6 fc 54.3 f c 0.0 fC N/A NIA LIGHTING N0TES,: 1. SEE SHEET 11 FOR LIGHTING DETAILS AND ADDITIONAL NOTES. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE. 3. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts D 19 HYDREL PDX7 B 12LED WMW LED WELL LIGHT 12 LED ITL47751.IES 2400 1.00 12 I OA -1 MVOLT WFL FLC 530.4 12.0 0.0 2 OA -1 769.9 LPI 12.0 0.0 3 OA -1 769.9 E 1 HYDREL M9700 175M SP 12" DIA X 20" DEEP, ABS IN -GRADE HOUSING. CLEAR 175W MH E-17 MED. BASE, BASE IrI40080ES 14000 1.00 203 318.6 12.0 0.0 3002-0 PHYSICALLY DOWN POSITION. 771,5 222.6 12.0 0.0 6 POLISHED SPECULAR 986.4 296.0 12.0 0.0 7 OB -1 CLEAR ANODIZED SPUN 229.3 12.0 0.0 8 OA -1 324,3 REFLECTOR - SP 8.5" 12.0 0,0 9 OA -1 271.8 261.0 DIA CLEAR FLAT LENS. 0,0 10 OA -1 610.4 475.7 12.0 TOTAL WATTS = 2013 11 OA -1 487.2 567.7 F 3 LITHONIA TFM 26DTT RB SPECIFICATION FLOODLIGHT, RB ONE 26 -WATT DOUBLE TWIN TUBE COMPACT TFM - 26DTT R 1825 1.00 33 0.1 0.0 13 DISTRIBUTION, 26VV FLUORESCENT, B.ies 0.1 0.0 14 D DOUBLE TWIN TUBE HORIZONTAL POSITION. 01 0.0 15 D 485.3 COMPACT 01 0.0 16 D 523.1 446.1 FLUORESCENT. MEETS 0.0 17 D 507.9 273.8 0.1 THE 'NI GHTTIME 18 D 640.1 316.4 0.1 0.0 FRIENDLY' CRITERIA D 644.7 427.4 0.1 G 16 WI NONA LED- STEP01-SQU-L- 001/HO-ND120V- SGW-X-STD BLACK BODY i2SYSTEMS #AC120-0350-LED -1 35OmA LED DRIVER BAL1 3202 -Ste p01-L- 001HOJES 21 1,00 3 0.1 OA -1 23 LITHONIA ASI 15OMHC SR3 MOUNTED ON 12' ARCHITECTURAL ARM- MOUNTED CUTOFF LUMINAIRE WITH SR3 ONE 150 -WATT CLEAR ED17 CERAMIC METAL HALIDE, HORIZONTAL ASI-150MHC_ SR3.ies 14000 1.00 208 0.0 22 SSP POLE REFLECTOR. MEETS POS, 12.0 0.0 23 OA -1 343.8 THENIGHTTIME 12.0 0.0 24 08-1 598.2 623.3 FRIENDLY'CRITERIIA 0.0 25 D 723.1 OB -1 3 LITHONIA AS1 15OMHC SR2 HS ARCHITECTURAL ARM- MOUNTED CUTOFF ONE 150 -WATT CLEAR ED17 CERAMIC METAL AS1 150MHC 14000 1.00 208 520.6 0.1 MOUNTED ON 12' LUMINAIRE WITH SR2 HALIDE, HORIZONTAL SR2__H&ies 583.1 0.1 0.0 SSP POLE REFLECTOR, BLACK POS. 590.8 0.1 0.0 29 D INTERNAL HODS SIDE 518.3 0.1 0.0 30 D 946.3 SHIELD. MEETS THE 0,11 0.0 31 D 961.3 438.3 'NIGHTTIME FRIENDLY' 0.0 32 D 879.1 616.1 0.1 CRITERIA 33 OA -11 833.2 317.1 OC -1 2 LITHONIAAS1 15OMHC SR4SC MOUNTED ON 12' ARCHITECTURAL ARM- ONE 150 -WATT CLEAR MOUNTED CUTOFF ED17 CERAMIC METAL LUMINAIRE WITH SR4SC HALIDE, HORIZONTAL AS`I150MHC S�q4SC.ies 14000 1.00 208 287.9 12.0 SSP POLE REFLECTOR. MEETS POS. 921.4 232.9 12.0 0.0 36 THENIGHTTIME 830.0 208.1 12.0 0.0 37 OA -1 FRIENDLY' CRITERIA 259.4 12.0 0.0 CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 1 PH. 434-295-4,005 FAX 434-295-2103 K� PH �4 P4 OCLTH OF COS Alan G. Franklin lic, No. 35326 4t LONA L �,�v"VH op N� Mark E. Keller Cert. No. 0239 SDP #-. 2008-00101 SCALE: F) = 30' ISSUED. 6-23-08 DRAWN BY- MEK REVISIONS. 1, 8-21-08, ACSA COMMENTS 2. 9-22-08, CO./ACSA COMMENTS 3, 10-15-08, RWSA COMMENTS 4. 1-15-08, REV. BLDG A,B,C,D & F 5, 3-2-09, ARB COMMENTS & 11-13-09, FINAL CO. APPROVAL All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P,C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. ©TERRA CONCEPTS, P.C. LUMINAIRE LOCATIONS No. Label Location X y MH Tilt I OA -1 839.4 530.4 12.0 0.0 2 OA -1 769.9 570.8 12.0 0.0 3 OA -1 769.9 453.4 12.0 0.0 4 OA -1 770.1 318.6 12.0 0.0 5 OC -1 771,5 222.6 12.0 0.0 6 08-1 986.4 296.0 12.0 0.0 7 OB -1 986.9 229.3 12.0 0.0 8 OA -1 324,3 468.1 12.0 0,0 9 OA -1 271.8 261.0 12.O 0,0 10 OA -1 610.4 475.7 12.0 0.0 11 OA -1 487.2 567.7 12.0 0.0 12 D 422.3 313.9 0.1 0.0 13 D 388.4 408.3 0.1 0.0 14 D 426.6 458.2 01 0.0 15 D 485.3 4213 01 0.0 16 D 523.1 446.1 0.1 0.0 17 D 507.9 273.8 0.1 0.0 18 D 640.1 316.4 0.1 0.0 19 D 644.7 427.4 0.1 0.0 20 D 460,9 379.8 0.1 0.0 21 D 466.2 493.6 0.1 0.0 22 OA -1 580.8 206,2 12.0 0.0 23 OA -1 343.8 215.5 12.0 0.0 24 08-1 598.2 623.3 12.0 0.0 25 D 723.1 554.1 0.1 0.0 26 D 630.9 520.6 0.1 0.0 27 D 635.1 583.1 0.1 0.0 28 D 779.7 590.8 0.1 0.0 29 D 928.3 518.3 0.1 0.0 30 D 946.3 477.3 0,11 0.0 31 D 961.3 438.3 0.1 0.0 32 D 879.1 616.1 0.1 0.0 33 OA -11 833.2 317.1 12.0 0.0 34 OA -1 924.5 287.9 12.0 0.0 35 OA -1 921.4 232.9 12.0 0.0 36 OC -1 830.0 208.1 12.0 0.0 37 OA -1 833.4 259.4 12.0 0.0 38 OA -1 770.4 260.0 12.0 0.0 39 OA -1 769.9 516.4 12.0 0.0 40 OA -1 769.9 409.1 12.0 0,0 41 OA -1 839.6 443.5 12.0 0,0 42 OA -1 839.0 404.3 12.0 0.0 43 D 644.7 396.9 0.1 0.0 44 OA -1 900.3 546.7 12.0 0.0 45 OA -1 831.7 598.8 12.0 0,0 46 E 964.2 372.3 01 0.0 47 F 957.1 408.9 0.2 111,6 48 F 962.4 419.7 0.2 109.5 49 F 966,2 431.1 0,2 116.2 50 G 755.1 230.0 1.0 0.0 51 G 761.2 230.0 1.0 0.0 52 G 767.6 230.0 1.0 0,0 53 G 844.7 253.2 1.0 0.0 54 G 839,0 271,0 1,0 0.0 55 G 839,0 281.4 1.0 0.0 56 G 839.0 292.3 1.0 0.0 57 G 921.3 254.2 1'0 0.0 58 G 921.3 262.9 1.0 0.0 59 G 845.0 457.8 1.0 0,0 60 G 838.7 477.0 1.0 0.0 61 G 838.7 492.0 1.0 0.0 62 G 9037 546.7 1.0 0.0 63 G 909.4 541.0 1.0 0.0 64 G 913.2 536.5 1.0 0 .0 65 G 916.4 528.5 1.0 0.0 66 OA -1 599.7 389.9 12,0 0.0 67 OA -1 599.4 331.5 IZO 0.0 CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 1 PH. 434-295-4,005 FAX 434-295-2103 K� PH �4 P4 OCLTH OF COS Alan G. Franklin lic, No. 35326 4t LONA L �,�v"VH op N� Mark E. Keller Cert. No. 0239 SDP #-. 2008-00101 SCALE: F) = 30' ISSUED. 6-23-08 DRAWN BY- MEK REVISIONS. 1, 8-21-08, ACSA COMMENTS 2. 9-22-08, CO./ACSA COMMENTS 3, 10-15-08, RWSA COMMENTS 4. 1-15-08, REV. BLDG A,B,C,D & F 5, 3-2-09, ARB COMMENTS & 11-13-09, FINAL CO. APPROVAL All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P,C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. ©TERRA CONCEPTS, P.C. ENER-AL LAIGHT1 G A ITE 1. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND LIGHTING SCHEDULE AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY LIGHTING SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 2. REQUEST AND DOCUMENTATION FOR SUBSTITUTIONS MUST BE PROVIDED AND A MINIMUM OF 3 WEEKS PRIOR TO ORDERING. ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY THE LANDSCAPE ARCHITECT WILL BE AT THE EXPENSE OF THE CONTRACTOR. 3, ELECTRICAL CONTRACTOR MUST VERIFY VOLTAGES AND COORDINATE THIS WITH SUPPLIER PRIOR TO ORDERING. CONTRACTOR TO ALSO SELECT AND DETERMINE TRANSFORMER SIZE(S) APPROPRIATE TO DESIGN AND ALL TRANSFORMERS, UNLESS OTHERWISE SPECIFIED ON DRAWINGS, SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. 4. LIGHTING CONTRACTOR TO COORDINATE ORDER THROUGH SPECIFIC LIGHTING CONTRACTOR LISTED ON LIGHTING CUT -DETAILS PROVIDED SO THAT SPECIFIC OPTIONS CAN BE DETERMINED AND SPECIFIED AT TIME OF ORDER, CONSULT LANDSCAPE ARCHITECT DURING COORDINATION. 5. CONTRACTOR TO PROVIDE PVC (SCHEDULE 40) SLEEVES WITH PULL WiRES AT EACH LOCATION NECESSARY FOR INSTALLATION OF LIGHTING PLAN. SLEEVES SHALL BE PLACED PRiOR TO STONE AND ASPHALT PAVING INSTALLATION AND SHALL NOT CONFLICT WITH OTHER UNDERGROUND INFRASTRUCTURE OR SYSTEMS. LIGHTING CONTRACTOR TO CONTRACT GENERAL CONTRACTOR TO DISCUSS AND DETERMINE LOCATIONS. ALL SLEEVING SHALL BE 3" DIAMETER MINIMUM AND BE EXTENDED BEYOND ANY AND ALL PAVEMENT LIMITS (INCLUDING BACK OF CURS) 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) OR TiMER(S) (OR A COMBINATION OF THE TWO), ALL DEVICES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC WHEREVER POSSIBLE. 8. ALL POLES LOCATED IN ANY PARKING LOT SHALL BE N40UNTED ON A 2 -FOOT (2') CONCRETE PARKING BUMPER, 9. ANY JUNCTION BOXES SHALL BE WATERPROOF. 10, EACH OUTDOOR LUMINAIRE SHALL BE ARRANGED OR SHIELDED TO REFLECT LiGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ROADWAYS, ALL SiGN LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS. 11. THE SPILLOVER OF LIGHTING FROM PARKING AREA LIGHTING ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL AND COMMERCIAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF ( 1/2) FOOT-CANDLE UNLESS AUTHORIZED BY EITHER THE ZONING ADMINISTRATOR (OR HiS DESIGNEE), THE 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, fA .LIMMM/A LIONrliv FEATURES & SPECIFICATIONS Catalog Number TFM 26TRT RS WOLT DBL LPI Notes Type to the cost aluminum housing, providing easy access during servicing. Example: TPM 32TRT RB MVOLT LPI INTENDEDfos USE idealalfor signs, (fags, building facades and landscaping, � CONSTRUCTION Compact NEMA heavy-duty construction. Die-cast aluminum housing and Floodlighting front bezel. Bezel is removable via position -oriented hinge -cam des'ugn. Lens is thermal- and shock -resistant, lie, clear tempered glass. TFM ]FINISHStandard finish is dark bronze (DOB) corrosion -resistant polyester powder finish with other architectural colors available. OPTICAL SYSTEM Anodized aluminum facated parabolic construction provides high affBcienctes. COMPACT FLUORESCENT ELECTRICAL SYSTEM 13 -- 42W Ballast Multt-volt (120-277) high power factor electronic ballast <t0% THD, YK Yoke mounting with starting temperature of O°F (-IrC). Electrical components are mounted 42THT to the cost aluminum housing, providing easy access during servicing. Example: TPM 32TRT RB MVOLT LPI Socket: Four -pin, positive -latch thermoplastic socket, 26TRRT watta9e/lamp LAMP MV01d Voltage Opt an 35K 4 -pin lamp provided when lamp is included with fixture (LPI). Specifications INSTALLATION Height 1D.6 126.9) Die-cast aluminum 1/2" NPSM mounting knuckle is standard. Steel painted Width: lo.6 (20.9) mounting yoke and 3 it 16 SEO cord is optional, Depth: 6.9 (17.5) LISTING *Weight 6.861bs (3.tkg) UL Listed. CSA or NOM Certified (see Options). UL Listed for wet Notations. EPA 0.5 IP65 rated. Specifications subject to change without notice, NOTE: oti example pieight b configured in example below. STD=STANDARD All dimensions are inches (cemimetets) unless otherwise specified. ORDERING INFORMATION Lead times will vary depending on options selected. Consult with your sales representative. YK Yoke mounting WC Charcoal gray 42THT C62 2118-3 SEG cord prewired Example: TPM 32TRT RB MVOLT LPI TFM Series 26TRRT watta9e/lamp RS Diatrlbutlon MV01d Voltage Opt an DBL Ruishit IPI Lamp' TFM I3DTT FS (6 x 61 120 shipped Installed in +°dare M Natural aluminum LPI Lamp Included DISTRIBLmON, - t8oTr 2807 e 277 EDP Ballast disoannect 347 aw internal slow -blow fasin92 DBL Black Me Steel blue LILP Less lamp STD=STANDARD 2671' protective MVOLP PE PhotuceiP D48 Medium bronze coatingb 32TRT YK Yoke mounting WC Charcoal gray 42THT C62 2118-3 SEG cord prewired DTO Tennis green 002 C42 T 14.3 SED cord Pre-wlred DBR Bright red Pta)ject Name:2Mf�' C22 2'12-3 SEG cord pre -wired DSS Sandstone SPECIAL CSA CSACerdfled OM White Distribution: Three lightd(stributionpatterns are available. NOM NOM Certified CH Enhanced DISTRIBLmON, - FINISH: OPTiDNS. e Short: For narrow torridom $�7jgoad seoaratelvt Vd0 Wire guard r r resistant CRT Non-stlok STD=STANDARD W vandal guard protective Medium Forwide conklors. W Uppervisor coatingb L= LONG FS Full visor OD6 0 Long- For large area illumination, TS Tennon slipfittar (2-3f8' OD tenon) 8B=BRUSHED BRASS NOTES: NORMA LED module with 1 Mu1tI volt electronic ballast capable of operating on any rote voltage from 12D -277V. Accessories: 2 Not available with MVOLT. Must specify voltage. RED Order as separate catalog number. 3 Not available with 347V. RED -tT,'lIWG w'ue guard 4 May be ordered as an accessory. aluminum, brass,orstafnless steel face plates. TRWe Vandal guard 5 See wvwv.lithoniaeomlarchcotors for additional color options. **dlmmx. TFMUV Uppervisor 8 Black finish only. integral non -dimming TFNR'V Full visor 7 Must be specified, TFP4TS Tenon silpfitter (2.318' 00 tenon) Outdoor driver. Sheet #: TFM-CFL FL -1010 LIGHT FUXTU E Y DETAIL NOTE:: FOOTING DESIGN TO BE VERIFIED BY STRUCTURAL CONSULTANT FOR ACTUAL SOIL CONDITIONS PRiOR TO INSTALLATION rn 23 Q 1-- W WO J H Z W T w z_J J J d O a. a- © O UL io to d' SEE PLANS FOR DETAILS ON POST AND FIXTURE ACCESS PANEL (IF APPLICABLE) RIGID GALV. - CONDUIT COVER BOLT PLATE REBAR- (6) #6 W/ #3 TIES @ 12" O.C. (EXCEPT @ 3" O.C. FOR TOP 2 TIES) l # 6 GROUNDING 14" MIN WIRE 1 1 �v FINISH QRADE 9r Q 7 /j ANCHOR BOLTS TO - BE SUPPLIED BY Z MANUFACTURER LV SCH. 40 PVC - CONDUIT, 2" MIN. CONCRETE BASE ON COMPACTED SUBGRADE; 2000 PSI. MIN. °�� ° 4 .4 a a ' F -Awl ' 1.5' MIN. DIA./SQ, %" X 10' GROUNDING ROD (COPPER CLAD STEEL OR COPPER) LIGHT FIXTURE FOOTING FOR FIXTURES)H) &T SECTION L-018 NT,& muni --_ STEP015 Square Type: _- L M S Approx Approx Appmx 10'-0" 4'-0" Y -g" WARMWNITE 3N LED - STEP01 - SQU 002 - COOLWHITE 62K -OWL STEP01 Square is a surface mount step light with a concealed Pta)ject Name:2Mf�' Ref#: optic. Eight LED colors are available in both normal and high SPECIAL output configurations. 003/11110 Distribution: Three lightd(stributionpatterns are available. RIGH MOUNT. DISTRIBLmON, - FINISH: OPTiDNS. SPECIAL Short: For narrow torridom S=SHORT NaNmrMeorlRnshg X=NDOPRONS STD=STANDARD FACE M=MEDIUM Medium Forwide conklors. M00=0111HED SQ8=SQUARE L= LONG 8AL=BRUSHEDALUMtN11M OD6 0 Long- For large area illumination, � 8B=BRUSHED BRASS RE -DRAM NORMA LED module with KHRANGE Construction: barilded aluminum LED module with solid we RED own RED concealed optic and :z . aluminum, brass,orstafnless steel face plates. -..._�. L **dlmmx. integral non -dimming Mounting -g: Luminaire Is mounted to standard switch junction O driver. 9::3IF box (supplied by athers) with two fasteners. Steel City'O'sedes 12e MM) orequivalent (by others) recommended. Matte black finish Integral Driver: Integral non -dimming drivers avadaW for 4.60 to teduce glare. 40-250V Aland 12V AC, Dimmable driver 12V -44V DC only. linlsh: Recessed areas always have matte black finish to reduce. glare, Face plates In naturalmetalfintshex, except stainless steel, have protective deartop coat Face plates in pulnted are finished 101 Steel City'G('series orequivalent (by Others) with a two part wet paint system, Primer only option allows for o q+Pmm) field painting, e'�mt m Dimming: Luminalre accepts standard OV-101tanalog signal o APPROVALS f►mn common control systems or can be controlled from switchbox-mountedfiour'escent-type dimmer switth-Up to fifty g► luminaires can becontrolledhom a single dimmer. `h Power Consumption: Luminalre consumes maximum of 4W depending on LED color. UL Listed: Dry location, Vfetlocahon optional COLOR OUipUT L M S Approx Approx Appmx 10'-0" 4'-0" Y -g" WARMWNITE 3N LED - STEP01 - SQU 002 - COOLWHITE 62K -OWL 002/140 SOURCE MOUNT FACE DISTRIBUTION LED CODE VOLTAGE FINISH OPTIONS SPECIAL NORMAL 003/11110 AMBER RIGH MOUNT. DISTRIBLmON, - FINISH: OPTiDNS. SPECIAL STM1=STEP1I6HT S=SHORT NaNmrMeorlRnshg X=NDOPRONS STD=STANDARD FACE M=MEDIUM A85=ANRQUEI1WS WL=WET LOCATION M00=0111HED SQ8=SQUARE L= LONG 8AL=BRUSHEDALUMtN11M OD6 0 seebtdlukhtu drawings ferthese HIGH 8B=BRUSHED BRASS RE -DRAM otheropttam: RECT-RELTWE RHD=ROUND CODE COLOR OUipUT OQt/HO WARMWNITE 3N HIGH 002 - COOLWHITE 62K -OWL 002/140 (MLWRITE 62K HiGH B AMBER NORMAL 003/11110 AMBER RIGH 004 BLUE NORMAL OW/HO BLUE HiGH Lens" CYAN NOWAIL ONO CYAN HIGH 006 GREEN NORMAL OD6 0 GREEN HIGH 007 RE -DRAM NORMA 007/110 KHRANGE HIGH we RED own RED HIGH 'ESreportaraN�alefa+ramal&idghartpmet5eewebsito) x' Winona Lighting I 3760 West Fourth Street I Winona,MN 55987 f 800-328-5291 I wwwwinonalighting.com IIEIIIog J LIGHT F IXTUIRZE 9G➢ DETAIL SUITABLE FOR WET LOCATIONS IP68 Ar,�darom PARA D DX ARCHITECTURAL IN -GRADE MONOCHROMATIC LED DOB Hydrel's Paradox Series sealed modular in -grade luminaires are multi-purpose units designed for up lighting architectural and land- scape features, These units can be flush mounted into a variety of substrates orlandscape materials, and are ideal when aperture size or luminaire depth is a priority. SPECIFICATIONS: DOOR MATERIAL: Die cast TERM bronze or stainless steel. HOUSING: Compression molded polyester with patent pending internal direct access junction box forthrough-branchwiring. inter- nal junction box provides 441na volume to ensure proper seal during installation. The housing is U.V, stabilized, impact and corrosion resistantforusainalltypesofenvironments, The housing has a side- car configuration and houses the lamp and power module compo+ nems as well as the loos/ door finishing section. SOURCETYPE: LED: Monochromatic LEDs, 12W. VOLTAGE: See ordering guide. LIGHT DISTRIBUTION: See ordering Guide. LENS/SEAL- Tempered clear flat boromicate glass. The patemt pending door j lens seat uses proprietary knife edge technology tto secure the assembly to the housing. Three captive screws hold thie assembly in place. The lens is notched to provide maximum aperture opening, CONDUIT ENTRIES: Two molded N" NPT side entries standard, bottom hubs are molded with a W NPT membrane knockout ACCESSORIES: Decorative rock -guard, internal glare control, antil- slip lenses available. See ordering guide for complete list of accessories. POWER MODULE. Integrally mounted modular LED driver, prewireid with quick connectors for easy installation and maintenance. FINISH: Natural bronze or stainless steel with a brushed finish. Bronze doors maybe painted, Contact factory for color options. LISTING: U.L., C.U.L. TYPE BSS=BRUSHEDSTAINLE%STE hDDIRWMVJR JOB NAME (MF=(IISTOMMLTALRNI5N D PE3 NEMA twist -lock FE (3 M P8= POLISHEDBRASS nrauacetidss2ZceNfaxgmeAfrat4ns VOL',TA6E: PSS=POLISHED STAINLESS STEEL B Non I mdhrg Palnfid triatlet 1410120=90V-250VAC tPF=CUSTOM PAINTEDRNISH LEe Colorvp__ N012V=12VAC LIPS=LIGHT BRONZE PAINT SMOOTH 20" M-109PRM=PR1MER0fJLY LPI Lens" 002411=1211-01)c* 1)c* SG/=SEMI-GLOSS BLACK Lamp Listing "Hmrddlmheaompumindard s6W=sW4I.0SSWHrfE (Safi) ow-loYanalog stgr>alfian HID and morr"osr anttol system s or tatai�rnmlt�, canhemntnMkdfrom TO MODIFY SPECIFICATION WITHOUT NOTICE. Any dimension on this sheet is to be assumed as a refarence dimension: stwltdtixix-moanted it does not govern manufacturing or (261. fl+louresant-ryAe rrmmer vtwiidt. Vpioflfry iuminaies donbeagoti addama -..._�. - **dlmmx. 'ESreportaraN�alefa+ramal&idghartpmet5eewebsito) x' Winona Lighting I 3760 West Fourth Street I Winona,MN 55987 f 800-328-5291 I wwwwinonalighting.com IIEIIIog J LIGHT F IXTUIRZE 9G➢ DETAIL SUITABLE FOR WET LOCATIONS IP68 Ar,�darom PARA D DX ARCHITECTURAL IN -GRADE MONOCHROMATIC LED DOB Hydrel's Paradox Series sealed modular in -grade luminaires are multi-purpose units designed for up lighting architectural and land- scape features, These units can be flush mounted into a variety of substrates orlandscape materials, and are ideal when aperture size or luminaire depth is a priority. SPECIFICATIONS: DOOR MATERIAL: Die cast TERM bronze or stainless steel. HOUSING: Compression molded polyester with patent pending internal direct access junction box forthrough-branchwiring. inter- nal junction box provides 441na volume to ensure proper seal during installation. The housing is U.V, stabilized, impact and corrosion resistantforusainalltypesofenvironments, The housing has a side- car configuration and houses the lamp and power module compo+ nems as well as the loos/ door finishing section. SOURCETYPE: LED: Monochromatic LEDs, 12W. VOLTAGE: See ordering guide. LIGHT DISTRIBUTION: See ordering Guide. LENS/SEAL- Tempered clear flat boromicate glass. The patemt pending door j lens seat uses proprietary knife edge technology tto secure the assembly to the housing. Three captive screws hold thie assembly in place. The lens is notched to provide maximum aperture opening, CONDUIT ENTRIES: Two molded N" NPT side entries standard, bottom hubs are molded with a W NPT membrane knockout ACCESSORIES: Decorative rock -guard, internal glare control, antil- slip lenses available. See ordering guide for complete list of accessories. POWER MODULE. Integrally mounted modular LED driver, prewireid with quick connectors for easy installation and maintenance. FINISH: Natural bronze or stainless steel with a brushed finish. Bronze doors maybe painted, Contact factory for color options. LISTING: U.L., C.U.L. TYPE JOB NAME PEI NEMAtwist-IockPE020,2W, JOB NAME 24OV) D PE3 NEMA twist -lock FE (3 M Madel Material Lamp Typo VaJtage 9J ballon Lam OAKLEIGH anduit Entry Accessories Oiltions Lampiris as Listin PART B 12LED WMW MVOLT WFL triatlet Material Lemp Type LEe Colorvp__ g, aish Ma or F G 20" (508) LPI Lens" -"J- Conduit - AoceseonoR Lamp Listing 12 (Safi) HID and Fluorescent tatai�rnmlt�, NOTE: HYDREL RESERVES THE RIGHT TO MODIFY SPECIFICATION WITHOUT NOTICE. Any dimension on this sheet is to be assumed as a refarence dimension: 117'A) { J it does not govern manufacturing or (261. APPROVALS _.._..._._. -..._�. - t127mm) t,b" m 12e MM) mml-' n5Bmm) 040 �- -.. 101 q+Pmm) e'�mt m o APPROVALS 0 Hydrel is on ISO9001 CartifredManufacturrer 02008Aouityl3randsLighting,Inc. NOTE: HYDREL RESERVES THE RIGHT TO MODIFY SPECIFICATION 12M Bradley Ave Revised $/28/08 WITHOUT NOTICE, Any dimension on this sheet is to be assumed as a Sylmar,CA81342 PDX7_LED Rev_1 reference dimension: "Used for information purposes only. it does not Phona:818-382-8466 govern manufacturing or inspection requirements: Fax 818-X2.654$ (ANSI Y14.5 -19y3) �,oLoom LIGHT FIXTURE 'D' DETAIL ® Catalog Number O Notes Type FEATURES & SPECIFICATIONS INTENDED USE - Streets, walkways, parking lots and surroundingareas. CONSTRUCTION - Rugged, die-cast, single -piece aluminum housing with nominal wall thickness of 1,8". Die-cast door frame has impact -resistant, TM tempered, glass Ions (3116' thick). Door frame is fully gasketed wiith one- piece tubular silicone. US. Patent No. D447,590. Canada Patent No. 9)4324, Architectural Area Ev Roadway Luminaires FINISH - Standard finish is dark bronze polyester powder finish. Additional architectural colors are available; see www.lithonia.comlarchcolors. OPTICAL SYSTEM - Anodized segmented reflector's for superior uniformity and control. Reflectors attach with tool -less fasteners and are rotatable and Ab" 2 interchangeable, five full cutoff distributions available: Type 11 (roadway), Type III (asymmetric), Type IV (forward throw), Type IV (wide, forward throw) and Type V (symmetric square). ELECTRICAL SYSTEM - Ballast: Constant wattage autotransformer. Metal METAL HALIDE: 175W-40OW Halide: Super CWA (pulse start ballast), 88% efficient and EISA legislationHIGH PRESSURE SODIUM: 2(10W-40OW compliant, is required for 175-40OVI (SCWA option) for US shipments only. 10' t0 35' Mounting CSA, NOM or INTL required for probe start shipments outside of the US. Pulso-start ballast (SCWA) required for 20OW, 320W, or MOW. Ballast is 100% factory -tested. All ballasts are mounted on a removable power tray with Speciti'alions -L- tool-less latch and have positive locking disconnect plug. EPA: 1.2 Rz H Socket: Porcelain, horizontally -mounted, mogul -base socket with copper Length: 28.6 (72,6) L alloy, nickel -plated screw shell and center contacL Width: 17.1 (43.4) L INSTALLATION - Integral arm for pole or wall mounting. Optional Depth: 8.3 (21.0) mountings available. *Weight: 40 lbs (18.2 kg} LISTING- UL Listed (standard). CSA Certified (see Options). UL listed for 25'C 'Weight configured in example below. ambient and wet locations. IP65 Rated. NOTE: Specifications subject to barge without notice. All dimensions are inches {centimeters) unless otherwise specified. ORDERiNG INFORMATION For shortest lead times, configure product using standard options (shown in bold). Example, AS2 250M SR3 TB SCWA SPA LPI AS2 Series Wattage' Voltage am.,g Ballast Optionsfinish" Lamp1° AS2 Metal halide 120 SPA Square pole (blank) Maggnetic Shinned installed in fixture (Blank) Dark LPI Lamp 175M 208' mounting baltast SF Single fuse 120, 277, 347V bronze in- AdMZ 2406 RPA Round pole CUUI Constant Cf Double fuse 208, 240, 480V DBL Black cluded 250M 277 mounting wattage PER NEMA twat -lock rete tacle GGT"• Charcoal LILP Less 32iM a X17 UVEA Wall bracket (up or solated only (no photocormol) gray lamp 350M down) / -n DMB Medium 400Ma 4805 ASKMA2. Mast arm adapter 'e as EC Emergency circuit bronze N pressLe TB4 DCAS2 Decorative curved SCWA SuperC%'A QRS Quartz restrike system DNA Natural sodsunr 23050HZ9 arm, square pole pulse start F5 Houseside shield (SR2, SR3, alumi- 2S only7" ballast SR4W) num 250S DCAS2R Decorative curved NOTE: For shipments to GSA CSA Certified DWH White 400S arm, round pole only° U.S.tenitones,SCWA NOM NOMCertified CR Corrosion must be specified to INTL Available for MHprobestan resistance comply with E ISA. Distribution shipping outside the U.S. d 1 ti t SR2 Segmented type II roadway SR3 Segmented type III asymmetric SR4SC Segmented type IV forward throw, sharp cutoff SR4W Segmemad type IV wide, forward throw SR5S Segmented type V square NOTES: 1 Lower Wattages available. Consult factory. 2 Must be ordered with SCUUA. 3 Must use reduced jacket lamp, 4 Not available with SCWA. 5 Must specify CUA for use in Canada. 6 Optional mult Map ballast (120, 209, 240, 277V) (120, 277, 347V in Canada). 8 Consult factory for available wattage' 9 Mounted in lens -up orientation, fixture is damp location listed. 10 Shipped separately. 11 Maxmum allowance wattago lamp included. 12 May be ordered as an accessory. 13 Additional archdectural colors available; see wwvi.lithomaxoml archcolor s. 14 Must be specified. Outdoor Notdo: Aensrai has a unique drilllling template that requires an ;Aeris drilling pattern to be speecifled when ordering poles. Seer example below. Exaample: SSA 20 4C DMt9AS DDR Aerila ruIIM Panora [DM19AS 1 at 90 degrees IDMMS 2 at 180 degrees I M MS 2 at 90 degrees MIMS 3 at 90 degrees IDM49AS 4 at 90 dogrees 10M32AS 3 at 120 degrees (round poles only) oe � JOB NAME PEI NEMAtwist-IockPE020,2W, OAKLEIGH 24OV) PE3 NEMA twist -lock FE (3 M Madel Material Lamp Typo VaJtage 9J ballon Lam PE4 NEMAtwist-lock PE(48OV) anduit Entry Accessories Oiltions Lampiris as Listin PE7 NEMAtwist-lockPE(277V) i VG Vandal guard WCHitItAtE" SC Shorting capy d 1s" Stainless Steel Square - . ....... 1(30 C2. 1 1 0 f° ra�,ad�n�erp,u, 6.Gnm old-"olSh � +gra pomtm, adadn Accessories: Tenon Mounting Slipfiteef Order as separate catalog number Must be used with round pole mounting (RPA). Number or fixtures TenonO•D. One Px@W Two,�i,90' Three@120° Three990' Foures90° 2-313' AST20-190 AST20-280 AST20-290 AST20-320 AST20-390 ASTM -490 2418" AST25-190 AST25-280 AST25-M AST25.3'20 AST25.3% AST25-490 4' AST35-190 AST35-236 AST35-2% AST35-320 AST35-M AST35-490 ASZVG Vandal guard Sheet #: AS2-M-S AL -130 LIGHT F1XTURE 9OA-F, 9®BeI9 & 'OC -l' DETAIL D L -t SUITABLE FOR INET LOCATipNS IP68 M9710JM9730 SERIES MODULAR IN -GRADE LUMINAIRE SiNGLE LENS DESCRIPTION Hydrel'sM9710IM973OSeriesmodularin-grade lights are mufti -purpose units designed for upl'rghting of architectural and landscape features. These units can be flushed mounted into a variety of substrates or landscape materials, The M9710lM9734 consists of a factory -sealed, thermally protected lamp module and encapsulated power module, The components are secured inside a heavy-duty polymer reugh4n housing designed with channeled convective cooling, an integral junction box,andfinish doortrim assemlbly. FEATURES & SPECIFICATIONS DOOR MATERIAL: Cast Aluminum, cast bronze, cast oluminurn or bronze with stainless perforated trim insert or Stainless Steel. Avail- able in round or square door trim. ROUGH -IN SECTION: Injection molded polymerwith integral juin c - tion box forthru- branch wiring -The housing is LIN. stabilized, impact and corrosion resistantfor use in alltypes of environments. The roulgh- in section has a cylindedvault configuration and houses the lamp land power module components and top door finishing section. LAMPMODULE: Stainless steel housing,factory-sealed and purged of all moisture for longer component life. Lens is sealed with silicone gasketand stainless steel clamp band assembly with single fastener. Electrical connection to lamp module is done through a submersiible quick pull plug connector with gold-plated contacts, Standard unit is thermally protected, LAMP INCLUDED LAW TYPE: Incandescent PAMB or T4 quartz halogen, 250 Watt max Fluorescent: Compact fluorescent, 42 Klatt max. IIID: TG or E17,175 Watt max, if a specific lamp is desired, specify manufacturer's lamp number. Most lamps can be supplied. LAMP iNCWDED. VOLTAGE: See ordering guide. DISTRIBUTIONS: See ordering guide FINISHING SECTION; Single lens design includes door assembly with 3600 Aim-Lock74 lamp module support ring. Module indexing provides easy maintenance and relamping without re -aiming. Active optical lansesare also available. Doortrim locks into position with two stainless steel captive, tamper-tesistant fasteners. POWER MODULE: Ballast is encapsulated in a custom designed heat -dissipating epoxyresin that also eliminates all moisture intrusion to the ballast Module is provided with submersible rated cord leads for conneon to interval junction box and lamp module. Standard cti ballast is high powerfactor; fluorescent electronic or HID magnetic. CONDUIT ENTRIES: Two (2) bottom or side entries available. Box suitoble forthrough- branch wiring, Splicing volume is 25 W(410 ccm) ACCESSORIES: See ordering guide. FINISH: Finish is natural aluminum or bronze. Stainless steel door is brushed finish, Aluminum doors may be painted. See ordering guide. LISTING: U.L, CE Hydrel is an ISO 9001 a CarrifiadManufacturer TYPE JOB NAME E OAKLEIGH PART NUMBER M9710 ARA 175M MVOLT SP FLC Madel Material Lamp Typo VaJtage 9J ballon Lam 348 PC2112 LPI BL anduit Entry Accessories Oiltions Lampiris as Listin i Bronze or Aluminum Round 13" Stainless Steel Round ........ 12" D (305) 13" DA (330) 12" Bronze or Aluminum Square d 1s" Stainless Steel Square - . ....... 1(30 C2. 1 1 0 f° 16" (407) 20" (508) 12" �) (305) Incandescent Rough-lh housing 12 (Safi) HID and Fluorescent Rough -in housing NOTE: HYDREL RESERVES THE RIGHT TO MODIFY SPECIFICATION WITHOUT NOTICE. Any dimension on this sheet is to be assumed as a refarence dimension: 'Used for information purposes only. it does not govern manufacturing or Inspection requirements' (ANSI Y14.5-1973) APPROVALS 02008 Aourty Brands Lighting, Inc, 12881IradleyAve 7129108 6ytmar,CA91342 M9710 -M9730 -REVS PJmne:et8-362-so Fax:918-362-5548 www.hydrelaom LIGHT FIXTUREU DETAIL CIVIL ENGINEERS LANDSCAPE ARCHITECTS � 224 COURT SQUARE j CT-IARLOTTESVILLE, VIRGINIA 22902 � PH, 434-295-4005 FAX 434-295-2103 VI LTH OF f Alan G. Franklin 17:11*4 � y Lic. No. 35326 'PSZONA L TH op Mark E. Keller t" Cert, No, 0239 U SDP #o 2008-00101 SCALE: AS SHO Wv N ISSUED: 6-23-08 DRAWN BY- MEK 1, 8-21-089 ACSA COMMENTS 2. 9-22-08, CO.IACSA COMMENTS 3, 10-15-08, RWSA COMMENTS 4. 1-15-08, REV, BLDG A,B,C,I3 & F 5, 3-2-09, ARB COMMENTS 5. 11-13-093 FINAL CO. APPROVAL All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission , from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.G. n 1 442 n��o rnn�TRACTION/SCORE JOINT, SPACED EVERY F O.C.; TYP V X �Dajy ---=-v'X -= X -*- X - - - X' ---AX . 4x X 4, o- 1?e.:.:,.. " SECTION D EDGE; 3H; TYP, )IRECTION 2 EXPANSI JOINT W/ Y RECESSED BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI G RETE AT 28 DAYS, AIR -ENTRAINED VMF-B" X 6" 1.4 X W1.4 W/ 2" MIN. COVER 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 SAFE=TY 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 1%". 6. CURBICURB 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". PERMISSIBLE A CONSTRUCTION-O'l JOINT4_, # 5 DOWELS, 8" LONG d� 12" C -C CV B RUNCATED DOMES sr.s t1 -'.aP r TANGENT PLAN A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED WITHIN, .. , -� _,r7HE MARKED �I " j CROSSWALK AREA.-, ALTERATIONS 8'4" 4"-0" 0) (1 0 0 U C, 0 10 0 0 0 0 0 0 O 0 G O -> 01 O 0 0 0 0 GE) 4P A ^-t-E VDOT #21A STONE 12:1 MAX. BACK OF CURB 48:1 MAX. �0 U (I CROSSWALK 0 0 0 0 0 0 0 0 C, 0 a 0 0 0 o 20:1 f I �j 04 CROSSWALK CROSSWALK TYPICAL PLAC9MENT DIAGONAL VARIATION AT INTERSECTION SECTION A -A 21 MIN' I 9614t6 GGMR^TED SUBGRADE TYPICAL PLACEMENT WITHIN CROSSWALK PERMISSIBLE AT INTERSECTION (WITH BUFFER STRIP) O g O 0 0 0 0 0 0 0 0 0 O O 0 CONSTRUCTION JOINT WITHIN CROSSWALK DIAGONAL VARIATION TYPE A (PERPENDICULAR) APPLICATION "f THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES SECTION B -B WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP, MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. 2 " C.0 RUNCATED DO 0 0 0 J11 C§ '111101-11 My Mimi jTj\WAjjn[j0j 98141165019301512k PLAN, SECTION 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 112 -INCH REBAR STAKE (FOR ASPHALT) OR LAG SCREW (FOR CONCRETE) TO BE PROVIED AND INSTALLED PER MANUFACTURER'S GUIDELINES BY CONTRACTOR NOTES 1. CHEEK WALLS TO BE CONSTRUCTED TO ENIABLE RETENTION OF SOIL, 9 CONCRETE STAIRS W/ BRICK. CHEEK WALLS 27CHEEK WALLS TO SERVE AS BACKDROP TO LANDSCAPING P-019 N.T.S, S-056 NT.& t f •--%' DIA. ' DIA. TRUNCATED DOME VARIABLE DETAIL 4' MINIMUM. PAY LIMITS CG -12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) VIRGINIA DEPARTMENT OF TRANSPORTATION �jy DETAIL G-12 INET Il CTA LE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION 2 DETAIL NOTES: BUILDER RESERVES THE RIGHT TO ADD BRICK. ALL TREADS SHALL HAVE A POSITIVE WASH VARIES- SEE PLAN 12" FOR ACTUAL RISER TY'P HT. AND # OF STAIRS .. .4• q . 124 KIM � h I 111" P-027 N.'T,S. #3 REBAR IN NOSE; 2" CLEAR, TYP. TS SEE 3/s" EXPANSION JOINT WITH W RECESSED :° ' °° %,�% BACKER ROD AT TOP a AND BOTTOM OF STAIR \�/ ,` SET; CONT., TYP. 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 6" X 6" W 10/o WWF OR #4 REBAR @ 12" O.C. (VERT) AND #3 @ 6" O.C. (HORIZ) W/ 2" MIN. COVER COMPACTED VDOT #21A STONE BASE, 8" MIN. 95% COMPACTED SUBGRADE 4" SCHEDULE 40 FVC TO BE EMBEDDED AT TOP AND BOTTOM OF EACH STAIR FOR FUTURE CONDUIT USE 10-), METAL FENCE W/ BRICK COLUMNS H-013 M.T.S. )NS 27) BRICK COLUMS INTERSPERSED WITH BLACK METAL FENCE 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 SOI THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BIE CLASS A4. 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 1Y". 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARIE 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", PERMISSIBLE CONSTRUCTION JOINT # 5 DOWELS, 8" LONG A PERMISSIBLE «' ' AT 12" C -C -'"-1 CONSTRUCTION 5' MIN. JOINT SECTION B -B 2:1 M .z [f al 12:1 MAX, ; tiN , 5' PAIN B 2' hr�B T 12:1 M A TRUNCATED DOMES SHAPE TO MATCH FACE OF ROADWAY CURB - BACK OF CURB 20: 1.1 2' MIN. i SECTION A -A 2X" C -C TRUNCATED DOME u 0 01 0 n v o 0 o O O u c, Cl :.> o 0 :D 1, Q 0 0 0 ()) 0 0 0 0 0 0 0 0 0 0 0, 0? 0 0 0 0 0 0 0 2%"C -C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ca J O Oa 0 0 0 0 O O O G O v 0 N 0 0 0 0 0 0 0 0 0 0 :> O d 0 0 O O G 0 0 0 0() 0 0 0 ,a G O O O o 0 0 0 0 O O c 0 0 0 0 0 0 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 5' MIN _. 9�t� 12:1 M 9A 4' SQUARE LANDING AREA UTSIDE OF TRAVELWAY WALK SHALL BE PROVIDED FOR CROSS PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA, t QZ %" DIA. 'DIA. 0 0 0 0 o O O O 0 0 0 0 0 o O TRUNCATED DOME VARIABLE J DETAIL 4' MINIMUM. PAY LIMITS CG -12 DETECTABLE WARNING SURFACE (ACCESS FOR MOBILITY IMPAIRMENTS) DETECTABLE WARNING VIRGINIA DEPARTMENT OF TRANSPORTATION DETAIL CG -12 DETECTA13LE WARNING SURFACE 3 TYPE B (PARALLEL) APPLICATION 27DETAIL NOTES: BUILDER RESERVES THE RIGHT TO ADD BRICK. ALL TREADS SHALL HAVE A POSITIVE WASH VARIES- SEE PLAN - NANDRAIL REQUIRED FOR ACTUAL RISER FOR ALL ADA ACCESS HT. AND # OF STAIRS ROUTES. SEE HANDRAIL %2" RAD. DETAIL. q FOR NOSE; 20 TYP. P-028 M.T.S. #3 REBAR IN NOSE; 2" CLEAR, TYP. H TS i 20 12" TYP. a,° ,Q 00 °. °. 4 BS < .. dr �_ SEE A 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED 6" X 6" W 1 %o WWF OR #4 REBAR @ 12" O.C. (VERT) AND #3 @ 6" O.C. (HORIZ) W/ 2" MIN. GO COVER a'; 12,9 . COMPACTED VDOT #21A STONE BASE, 8" MIN. REINF. WALL FOOTING; TYP. ° °A 95% COMPACTED SUBGRADE W EXPANSION JOINT WITH 3/„ RECESSED BACKER ROD (/(f'�\j\'(�\\/y WALL TOP AND BOTTOM OF STAIR SET; CONT., TYP. "RICO � V ]ING V ALL STA IRS SECTIONH�005 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 DO ES O BE STAMPED IF E M T I 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 $0 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 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" A "F J BACK OF CURB 12:1 43: 1 MAX. I :1 5' MIN PERMISSIBLE CONST. 20 48: 1 JOINT -tSECTION A -A 95 i.,,75 -,- A A __W_! TRUNCATED DOMES TANGEN r PLAN [� ��r•s . i � r ** MAX. 5, MyN� 2' = AT * , 2" HIGHER THAN EDGE OF PAVEMENT AT , SAME AS TOP OF CURB O U THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS 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 160" 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%t' C -C TRUNCATED DOME o a o o c 0 0 0 0'D r 0 0 0 o 0 0 0 0 O o 0 O o 02Ye0 "CC oc oOo0000c)o0 o 0 0 0 0 D O 0 `0 O 0 ;) O 0 0 0 tV 0 000 000 0O 0000 O 0 o O 0 0 0 o o 0 0 0 c 0 0 0 0 0 10 O ) 0 0 0 0 0 0 0 O O O O O 0 O O C O O O O 0 0 t DA. 'DIA. VARIABLE TRUNCATED DETAI DOME 4' MINIMUM. PAY LIMITS CG -12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIA DEPARTMENT OFTRANSPORTATION '' CG -12 DETECTABLE aC�°�AB�I E V `7 3 RNI V G SURFACE TYPE C (PARALLEL & PERPENDICULAR) APPLICATION DETAIL t STEEL C1010, 20' lengths Steel inOLIldings are flat -rolled r_arboa steel, C 1010. Fittings arca cast in malleable !rain, making tharn Weldable and bondable. I : 20led with 1 t 1altinel _ --------------- 44.__�Se±ul.�01blt 27) DETAIL I I I \ I _ I I -- MANUFACTURER: JULIUSBLUM (800) 526-6293 (OR EQUAL) POST SET EVERY 4' O.C. END TREATMENT: 'MOR 'S' /' II L0W 1D3X1RN.1C K PATIO WALL, P-029 N,T.S. F rorgcd hnib s ronguo 4428E .P 4429E 3 0 Stec} _-.- 3c' 29F-4 4429E S �`� S[Ccl _ 60' 4428F-6 £� Steel 72"- i S Slr�lc ht LatnU's To�gae .�_ � I N Sic u_are EiM Fhece �a G� I ---- S050 N.T,S. NOTES 1. BRICK AND MORTOR TO MATCH BUILDING A & B. 2. ELEVATION OF GRADE TO BE THE SAME ON EITHER SIDE OF THE WALL, 3. ANY BRICK PAVERS OF TERRACES SHALL MATCH BRICK OF BUILDINGS A & B. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE T CHARLOTTESVILLE,2 2 �II�OIivIA 2 �0 PH- 434-295®4,,005 FAX 434 9 : -2 5-21.03 VTH OF UOQ Alan G. Franklin Uc. No. 35326 W ,O �. S,s l NAL �,TH OF Mark E. Keller t-" Cert. No. 0239 F" I PC, P E A R C,, SDP #o 2008-00101 SCALE: AS SHOWN ISSUED- 6-23-08 DRAWN BY, SWE L 8-21-108, .ACSA COMMENTS 2, 0-22-08, CO,/ACSA COMMENTS 3. 10-15-08, RWSA COMMENTS 4, 1-15-08, REV, BLDG A,B,C,D & P 5. 3-2-09, ARE COM MENTS 5. 13-13-09, FINAL CO. APPROVAL All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. ©TERRA CONCEPTS, P.C. 0) (1 0 0 U C, 0 10 0 0 0 0 0 0 O 0 G O -> 01 O 0 0 0 0 GE) 4P A ^-t-E VDOT #21A STONE &t C -C BASE 0 0 0 0 0 0 0 0 C, 0 a 0 0 0 o a 0 0 0 0 o c o0 0000000 04 0 0 v o 0 0 0 0 O 0 0 o a 0 0 0 0 0 0 0 0 0 0 C, 0 0 0 0 9614t6 GGMR^TED SUBGRADE O o 0 0 0 0 0 0 0 o a o 0 0 0 O g O 0 0 0 0 0 0 0 0 0 O O 0 0 J11 C§ '111101-11 My Mimi jTj\WAjjn[j0j 98141165019301512k PLAN, SECTION 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 112 -INCH REBAR STAKE (FOR ASPHALT) OR LAG SCREW (FOR CONCRETE) TO BE PROVIED AND INSTALLED PER MANUFACTURER'S GUIDELINES BY CONTRACTOR NOTES 1. CHEEK WALLS TO BE CONSTRUCTED TO ENIABLE RETENTION OF SOIL, 9 CONCRETE STAIRS W/ BRICK. CHEEK WALLS 27CHEEK WALLS TO SERVE AS BACKDROP TO LANDSCAPING P-019 N.T.S, S-056 NT.& t f •--%' DIA. ' DIA. TRUNCATED DOME VARIABLE DETAIL 4' MINIMUM. PAY LIMITS CG -12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) VIRGINIA DEPARTMENT OF TRANSPORTATION �jy DETAIL G-12 INET Il CTA LE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION 2 DETAIL NOTES: BUILDER RESERVES THE RIGHT TO ADD BRICK. ALL TREADS SHALL HAVE A POSITIVE WASH VARIES- SEE PLAN 12" FOR ACTUAL RISER TY'P HT. AND # OF STAIRS .. .4• q . 124 KIM � h I 111" P-027 N.'T,S. #3 REBAR IN NOSE; 2" CLEAR, TYP. TS SEE 3/s" EXPANSION JOINT WITH W RECESSED :° ' °° %,�% BACKER ROD AT TOP a AND BOTTOM OF STAIR \�/ ,` SET; CONT., TYP. 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 6" X 6" W 10/o WWF OR #4 REBAR @ 12" O.C. (VERT) AND #3 @ 6" O.C. (HORIZ) W/ 2" MIN. COVER COMPACTED VDOT #21A STONE BASE, 8" MIN. 95% COMPACTED SUBGRADE 4" SCHEDULE 40 FVC TO BE EMBEDDED AT TOP AND BOTTOM OF EACH STAIR FOR FUTURE CONDUIT USE 10-), METAL FENCE W/ BRICK COLUMNS H-013 M.T.S. )NS 27) BRICK COLUMS INTERSPERSED WITH BLACK METAL FENCE 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 SOI THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BIE CLASS A4. 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 1Y". 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARIE 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", PERMISSIBLE CONSTRUCTION JOINT # 5 DOWELS, 8" LONG A PERMISSIBLE «' ' AT 12" C -C -'"-1 CONSTRUCTION 5' MIN. JOINT SECTION B -B 2:1 M .z [f al 12:1 MAX, ; tiN , 5' PAIN B 2' hr�B T 12:1 M A TRUNCATED DOMES SHAPE TO MATCH FACE OF ROADWAY CURB - BACK OF CURB 20: 1.1 2' MIN. i SECTION A -A 2X" C -C TRUNCATED DOME u 0 01 0 n v o 0 o O O u c, Cl :.> o 0 :D 1, Q 0 0 0 ()) 0 0 0 0 0 0 0 0 0 0 0, 0? 0 0 0 0 0 0 0 2%"C -C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ca J O Oa 0 0 0 0 O O O G O v 0 N 0 0 0 0 0 0 0 0 0 0 :> O d 0 0 O O G 0 0 0 0() 0 0 0 ,a G O O O o 0 0 0 0 O O c 0 0 0 0 0 0 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 5' MIN _. 9�t� 12:1 M 9A 4' SQUARE LANDING AREA UTSIDE OF TRAVELWAY WALK SHALL BE PROVIDED FOR CROSS PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA, t QZ %" DIA. 'DIA. 0 0 0 0 o O O O 0 0 0 0 0 o O TRUNCATED DOME VARIABLE J DETAIL 4' MINIMUM. PAY LIMITS CG -12 DETECTABLE WARNING SURFACE (ACCESS FOR MOBILITY IMPAIRMENTS) DETECTABLE WARNING VIRGINIA DEPARTMENT OF TRANSPORTATION DETAIL CG -12 DETECTA13LE WARNING SURFACE 3 TYPE B (PARALLEL) APPLICATION 27DETAIL NOTES: BUILDER RESERVES THE RIGHT TO ADD BRICK. ALL TREADS SHALL HAVE A POSITIVE WASH VARIES- SEE PLAN - NANDRAIL REQUIRED FOR ACTUAL RISER FOR ALL ADA ACCESS HT. AND # OF STAIRS ROUTES. SEE HANDRAIL %2" RAD. DETAIL. q FOR NOSE; 20 TYP. P-028 M.T.S. #3 REBAR IN NOSE; 2" CLEAR, TYP. H TS i 20 12" TYP. a,° ,Q 00 °. °. 4 BS < .. dr �_ SEE A 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED 6" X 6" W 1 %o WWF OR #4 REBAR @ 12" O.C. (VERT) AND #3 @ 6" O.C. (HORIZ) W/ 2" MIN. GO COVER a'; 12,9 . COMPACTED VDOT #21A STONE BASE, 8" MIN. REINF. WALL FOOTING; TYP. ° °A 95% COMPACTED SUBGRADE W EXPANSION JOINT WITH 3/„ RECESSED BACKER ROD (/(f'�\j\'(�\\/y WALL TOP AND BOTTOM OF STAIR SET; CONT., TYP. "RICO � V ]ING V ALL STA IRS SECTIONH�005 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 DO ES O BE STAMPED IF E M T I 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 $0 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 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" A "F J BACK OF CURB 12:1 43: 1 MAX. I :1 5' MIN PERMISSIBLE CONST. 20 48: 1 JOINT -tSECTION A -A 95 i.,,75 -,- A A __W_! TRUNCATED DOMES TANGEN r PLAN [� ��r•s . i � r ** MAX. 5, MyN� 2' = AT * , 2" HIGHER THAN EDGE OF PAVEMENT AT , SAME AS TOP OF CURB O U THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS 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 160" 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%t' C -C TRUNCATED DOME o a o o c 0 0 0 0'D r 0 0 0 o 0 0 0 0 O o 0 O o 02Ye0 "CC oc oOo0000c)o0 o 0 0 0 0 D O 0 `0 O 0 ;) O 0 0 0 tV 0 000 000 0O 0000 O 0 o O 0 0 0 o o 0 0 0 c 0 0 0 0 0 10 O ) 0 0 0 0 0 0 0 O O O O O 0 O O C O O O O 0 0 t DA. 'DIA. VARIABLE TRUNCATED DETAI DOME 4' MINIMUM. PAY LIMITS CG -12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIA DEPARTMENT OFTRANSPORTATION '' CG -12 DETECTABLE aC�°�AB�I E V `7 3 RNI V G SURFACE TYPE C (PARALLEL & PERPENDICULAR) APPLICATION DETAIL t STEEL C1010, 20' lengths Steel inOLIldings are flat -rolled r_arboa steel, C 1010. Fittings arca cast in malleable !rain, making tharn Weldable and bondable. I : 20led with 1 t 1altinel _ --------------- 44.__�Se±ul.�01blt 27) DETAIL I I I \ I _ I I -- MANUFACTURER: JULIUSBLUM (800) 526-6293 (OR EQUAL) POST SET EVERY 4' O.C. END TREATMENT: 'MOR 'S' /' II L0W 1D3X1RN.1C K PATIO WALL, P-029 N,T.S. F rorgcd hnib s ronguo 4428E .P 4429E 3 0 Stec} _-.- 3c' 29F-4 4429E S �`� S[Ccl _ 60' 4428F-6 £� Steel 72"- i S Slr�lc ht LatnU's To�gae .�_ � I N Sic u_are EiM Fhece �a G� I ---- S050 N.T,S. NOTES 1. BRICK AND MORTOR TO MATCH BUILDING A & B. 2. ELEVATION OF GRADE TO BE THE SAME ON EITHER SIDE OF THE WALL, 3. ANY BRICK PAVERS OF TERRACES SHALL MATCH BRICK OF BUILDINGS A & B. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE T CHARLOTTESVILLE,2 2 �II�OIivIA 2 �0 PH- 434-295®4,,005 FAX 434 9 : -2 5-21.03 VTH OF UOQ Alan G. Franklin Uc. No. 35326 W ,O �. S,s l NAL �,TH OF Mark E. Keller t-" Cert. No. 0239 F" I PC, P E A R C,, SDP #o 2008-00101 SCALE: AS SHOWN ISSUED- 6-23-08 DRAWN BY, SWE L 8-21-108, .ACSA COMMENTS 2, 0-22-08, CO,/ACSA COMMENTS 3. 10-15-08, RWSA COMMENTS 4, 1-15-08, REV, BLDG A,B,C,D & P 5. 3-2-09, ARE COM MENTS 5. 13-13-09, FINAL CO. APPROVAL All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. ©TERRA CONCEPTS, P.C. PLAY EQUIPMENT MANUFACTURER: GAMETIME SALES REPRESENTATIVE: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD (800) 235-2440, EXT. 151 MODEL: TIMBERLINE (11812) COLOR: DARK GREEN POST AND TUFFCLAD LANDINGS WITH BEIGE PLASTIC PIECES SAFETY SURFACING: SEE DETAIL r9 �28) NOTE: CONTRACTOR INSTALLER SHALL BE APPROVED BY MANUFACTURER �8 DETAIL S-067 N.T.S. SHRUB; SEE LANDSCAPE NOTE: CONTRACTOR TO CONTACT PLAN FOR SPECIES. FOR L.A. AND PLAYGROUND REP 48 PLANTING SEE LANDSCAPE HOURS PRIOR TO BEGINNING DETAIL INSTALLATION CONTRACTOR TO PLACE 12 INCHES OF UNCOMPACTED ENGINEERED TOP OF GTIMPAX ENGINEERED FIBER SURFACE UNDER PLAY WOOD FIBER SUREFACE ONCE A COMPACTED EQUIPMENT. CONTACT PLAYGROUND REPRESENTATIVE FOR ORDERING AT (540) 798-4031. -CK>\X XKK \X FILTER FABRIC TO BE INSTALLED \/X, AF Z6,� N TER FOOTINGS FOR PLAY I W1, X "W" X EQUIPMENT AND UNDER DRAIN ARE U>a, /LAW/ < Z� I N PLACE I F'=TT (1-1 TI "M 2 '1 tF El rE� -Lij IT�F -111 1=1 I GTIMLEil I 1=1 iri=N D, B I K iTi ;Ill I I I=jl 1�— —1 4 AND 8 INCH PERFORATED PVC SOCK PIPE (SEE PLANS FOR ALIGNMENT AND LOCATION), CONTRACTOR TO ENSURE POSITIVE DRAINAGE. SUBGRA BACKFILL TRENCH AROUND PIPE W/ WASHED VDOT #57 OR #5 TOT LOT SURFACE INSTALLATION S-066 ,,,28 SECTION N,T.S. 0 , T, TNRO P��, U1051 I - ME 28 DETAIL CHEI HAN ,,\rn,L-f-%.j,jt LOCATED 1.5" OFF CHEEKWALL AND MAINTAIN A TCLEAR AREA BETWEEN HANDRAILS IN ALL CASES STEPS (SEE PLANS FOR ACTUAL LAYOUT) PLAN HANDRAIL TO EXTEND AT LEAST 12" PLUS THE WIDTH OF ONE TREAD BEYOND BOTTOM STEP, MANUFACTURER: VICTOR STANLEY, INC. CLAIRE COOLIDGE (800) 368-2573 SUPPLIER: MID -ATLANTIC PRODUCTS, INC. REG MURPHY: (800) 544-7529 SERIES: IRONSITES MODEL: S-36 (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 S-053 N�T.S. NOTES: SEE PLANS FOR RISER AND TREAD INTERVALS. HANDRAILS TO BE FURNISHED BY VIRGINIA RAILING AND GATES, RICHMOND, VA; 1,804.798.8777, ALL HANDRAILS PARTS TO BE BENJAMIN MOORE ALPHATIC ACRYLIC URETHANE SEMI -GLOSS BLACK. CONTINUOUS WELD ALL JOINTS. CONTRACTOR TO PROVIDE ENGINEER WITH SHOP DRAWINGS PRIOR TO ORDERING AND INSTALLATION. WHERE DIFFERENCE IN GRADE EXCEEDS 30 INCHES, PICKETS 4" O.C. SHALL BE USED IN ACCORDANCE TO ADA STANDARDS. HANDRAIL TO EXTEND 12" — BEYOND TOP RISER STEP. SEE PLANS FOR RISER AND TREAD INTERVALS. 1 Y4" STEEL HANDRAIL--\ CHEEK WALL (SEE PLANS FOR LAMB'S APPLICABILITY) TREAD TONGUE RETURN; TYP. r L MIN. F V SQ. STEEL POST.` --f 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 28 ,/ SECTION, PLAN 12" MIN. SEE STEP(q DETAIL SECTION rj S-025 N.T.S. 2 Jt -1,A I JLQ) U 1Jt-iVJtEfN I DETAIL 28 5 METALJTD3 E N C H 20)DETAIL 0 9 SAFETY RAILING 28) DETAIL BRICK CAP TO BE ---\ DETERMINED BY ARCHITECT; CAP T , 0 ENSURE POSITIVE WASH AWAY; MAX OVERHANG TO BE 1 1/4" ON BS HEAVY DUTY WWF (HORIZ, JOINT REINFOR.) EVERY 3RD COURSE FINISHED GRADE; TYP. FABRIC AND SET IN I VIDOT #57 STONE MANUFACTURER: GAMETIME SALES REPRESENTATIVE: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD (800) 235-2440, EXT. 151 MODEL: KID HAVEN (11794) AGE GROUP: 5-12 COLOR: DARK GREEN POST AND TUFFCLAD LANDINGS WITH BEIGE PLASTIC PIECES SAFETY SURFACING: SEE DETAIL 9 28,,/ NOTE: CONTRACTOR INSTALLER SHALL BE APPROVED BY MANUFACTURER S-068 N.T.S. 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 MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) S-054 N.T.S. MANUFACTURER: JERITH MANUFACTURING CO 3 PLAY ACCESSORIES 28 DETAIL 6 TOT LOT BENCH. 28)DETAIL 3Mr-M Ar OI M 1W 6 SALES REPRESENTATIVE: VIRGINIA RAILING AND GATES LARRY WARE (804) 798-8777 2.E PRODUCT: MODEL #: FE009 (4' GATE WHERE REQUIRED) HEIGHT: 48" HT (OR EQUAL) COLOR: BLACK NOTE: INSTALLATION BY VIRGINIA RAILING AND GATES ON A PER DAY BASIS 2,5 S-058 Na T.S. NOTES: - BRICK AND MORTAR TO MATCH ARCHITECTURE; SEE PLANS - CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT PRIOR TO INSTALLATION FOR CLARIFICATIONS AND QUESTIONS. PLANTING AREA; SEE PLANTING PLAN FOR DETAILS SUIBGRADE COMPACTED TO 959/6 MODIFIED PROCTOR jL FREESTANDING BRICK WALL WITH CAP SECTION H-010 N.T,S. MANUFACTURER: CRE8PLAYI GAMETIME SALES REPRESENTATIVE: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD (800) 235-2440, EXT. 151 MODEL: STEPPING STONES 6' HOLLOW LOG AGE GROUP: 2-12 COLOR: AS SHOWN SAFETY SURFACING: SEE DETAIL 9 �28) NOTE: CONTRACTOR INSTALLER SHALL BE APPROVED BY MANUFACTURER S-069 N.T.S. MANUFACTURER: GAMETIME JOHN CUNNINGHAM (800) 235-2440 SUPPLIER: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD (800) 235-2440, EXT. 151 MODEL: 28009 LENGTH: 6' COLOR: BROWN WITH BEIGE POST MOUNTING: IN -GROUND (NOTE. CONTRACTOR TO INSTALL PER MANUFACTURER'S RECOMMENDATIONS OR BE AN APPROVED INSTALLER CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) L-L-L-V111I j%jI1A POST & WIRE FENCIM31 28J PLANELEVATION 50 CM (19.7") S-055 N.T.S. 12.5 GUAGE, HIGH -TENSILE, SMOOTH WIRE. WRAP & SECURE WIRE TO EACH POST. PULL WIRE TIGHT BETWEEN POST; TYP. 5' 'T' GLAV. POST SUBGRADE DOUBLE ROW MAY BE OMITTED- SEE PLANS FOR DETAILS PLAN SPECIFICATIONS UNIT SIZE - 50 CM X 50 CM X 2.5 CM (20" X 20" X 1") AVAILABLE IN 9 STANDARD ROLL SIZES UNIT WEIGHT - 510 GRAMS (18 OZ.) OR ZO KG (4.5 POUNDS) STRENGTH - 402 KGJCM, (.5720 PSI) COLOR-BLACK(STANDARD) RESIN - HDPE (WITH SOME POST -CONSUMER RECYCLED CONTENT) PLAN GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 SQUARES 1. Fk0NTLM1hr Wkw M T ­ Ow 9, . .. . . . . . . . 11,11,11"n 05 M—W. urw �W", p.JNtW V54W k,1. PLAY EQUIPMENT MANUFACTURER: GAMETIME SALES REPRESENTATIVE: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD (800) 235-2440, EXT. 151 MODEL: TIMBERLINE (11812) COLOR: DARK GREEN POST AND TUFFCLAD LANDINGS WITH BEIGE PLASTIC PIECES SAFETY SURFACING: SEE DETAIL r9 �28) NOTE: CONTRACTOR INSTALLER SHALL BE APPROVED BY MANUFACTURER �8 DETAIL S-067 N.T.S. SHRUB; SEE LANDSCAPE NOTE: CONTRACTOR TO CONTACT PLAN FOR SPECIES. FOR L.A. AND PLAYGROUND REP 48 PLANTING SEE LANDSCAPE HOURS PRIOR TO BEGINNING DETAIL INSTALLATION CONTRACTOR TO PLACE 12 INCHES OF UNCOMPACTED ENGINEERED TOP OF GTIMPAX ENGINEERED FIBER SURFACE UNDER PLAY WOOD FIBER SUREFACE ONCE A COMPACTED EQUIPMENT. CONTACT PLAYGROUND REPRESENTATIVE FOR ORDERING AT (540) 798-4031. -CK>\X XKK \X FILTER FABRIC TO BE INSTALLED \/X, AF Z6,� N TER FOOTINGS FOR PLAY I W1, X "W" X EQUIPMENT AND UNDER DRAIN ARE U>a, /LAW/ < Z� I N PLACE I F'=TT (1-1 TI "M 2 '1 tF El rE� -Lij IT�F -111 1=1 I GTIMLEil I 1=1 iri=N D, B I K iTi ;Ill I I I=jl 1�— —1 4 AND 8 INCH PERFORATED PVC SOCK PIPE (SEE PLANS FOR ALIGNMENT AND LOCATION), CONTRACTOR TO ENSURE POSITIVE DRAINAGE. SUBGRA BACKFILL TRENCH AROUND PIPE W/ WASHED VDOT #57 OR #5 TOT LOT SURFACE INSTALLATION S-066 ,,,28 SECTION N,T.S. 0 , T, TNRO P��, U1051 I - ME 28 DETAIL CHEI HAN ,,\rn,L-f-%.j,jt LOCATED 1.5" OFF CHEEKWALL AND MAINTAIN A TCLEAR AREA BETWEEN HANDRAILS IN ALL CASES STEPS (SEE PLANS FOR ACTUAL LAYOUT) PLAN HANDRAIL TO EXTEND AT LEAST 12" PLUS THE WIDTH OF ONE TREAD BEYOND BOTTOM STEP, MANUFACTURER: VICTOR STANLEY, INC. CLAIRE COOLIDGE (800) 368-2573 SUPPLIER: MID -ATLANTIC PRODUCTS, INC. REG MURPHY: (800) 544-7529 SERIES: IRONSITES MODEL: S-36 (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 S-053 N�T.S. NOTES: SEE PLANS FOR RISER AND TREAD INTERVALS. HANDRAILS TO BE FURNISHED BY VIRGINIA RAILING AND GATES, RICHMOND, VA; 1,804.798.8777, ALL HANDRAILS PARTS TO BE BENJAMIN MOORE ALPHATIC ACRYLIC URETHANE SEMI -GLOSS BLACK. CONTINUOUS WELD ALL JOINTS. CONTRACTOR TO PROVIDE ENGINEER WITH SHOP DRAWINGS PRIOR TO ORDERING AND INSTALLATION. WHERE DIFFERENCE IN GRADE EXCEEDS 30 INCHES, PICKETS 4" O.C. SHALL BE USED IN ACCORDANCE TO ADA STANDARDS. HANDRAIL TO EXTEND 12" — BEYOND TOP RISER STEP. SEE PLANS FOR RISER AND TREAD INTERVALS. 1 Y4" STEEL HANDRAIL--\ CHEEK WALL (SEE PLANS FOR LAMB'S APPLICABILITY) TREAD TONGUE RETURN; TYP. r L MIN. F V SQ. STEEL POST.` --f 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 28 ,/ SECTION, PLAN 12" MIN. SEE STEP(q DETAIL SECTION rj S-025 N.T.S. 2 Jt -1,A I JLQ) U 1Jt-iVJtEfN I DETAIL 28 5 METALJTD3 E N C H 20)DETAIL 0 9 SAFETY RAILING 28) DETAIL BRICK CAP TO BE ---\ DETERMINED BY ARCHITECT; CAP T , 0 ENSURE POSITIVE WASH AWAY; MAX OVERHANG TO BE 1 1/4" ON BS HEAVY DUTY WWF (HORIZ, JOINT REINFOR.) EVERY 3RD COURSE FINISHED GRADE; TYP. FABRIC AND SET IN I VIDOT #57 STONE MANUFACTURER: GAMETIME SALES REPRESENTATIVE: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD (800) 235-2440, EXT. 151 MODEL: KID HAVEN (11794) AGE GROUP: 5-12 COLOR: DARK GREEN POST AND TUFFCLAD LANDINGS WITH BEIGE PLASTIC PIECES SAFETY SURFACING: SEE DETAIL 9 28,,/ NOTE: CONTRACTOR INSTALLER SHALL BE APPROVED BY MANUFACTURER S-068 N.T.S. 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 MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) S-054 N.T.S. MANUFACTURER: JERITH MANUFACTURING CO 3 PLAY ACCESSORIES 28 DETAIL 6 TOT LOT BENCH. 28)DETAIL 3Mr-M Ar OI M 1W 6 SALES REPRESENTATIVE: VIRGINIA RAILING AND GATES LARRY WARE (804) 798-8777 2.E PRODUCT: MODEL #: FE009 (4' GATE WHERE REQUIRED) HEIGHT: 48" HT (OR EQUAL) COLOR: BLACK NOTE: INSTALLATION BY VIRGINIA RAILING AND GATES ON A PER DAY BASIS 2,5 S-058 Na T.S. NOTES: - BRICK AND MORTAR TO MATCH ARCHITECTURE; SEE PLANS - CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT PRIOR TO INSTALLATION FOR CLARIFICATIONS AND QUESTIONS. PLANTING AREA; SEE PLANTING PLAN FOR DETAILS SUIBGRADE COMPACTED TO 959/6 MODIFIED PROCTOR jL FREESTANDING BRICK WALL WITH CAP SECTION H-010 N.T,S. MANUFACTURER: CRE8PLAYI GAMETIME SALES REPRESENTATIVE: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD (800) 235-2440, EXT. 151 MODEL: STEPPING STONES 6' HOLLOW LOG AGE GROUP: 2-12 COLOR: AS SHOWN SAFETY SURFACING: SEE DETAIL 9 �28) NOTE: CONTRACTOR INSTALLER SHALL BE APPROVED BY MANUFACTURER S-069 N.T.S. MANUFACTURER: GAMETIME JOHN CUNNINGHAM (800) 235-2440 SUPPLIER: CUNNINGHAM ASSOCIATES, INC. LARRY FITZGERALD (800) 235-2440, EXT. 151 MODEL: 28009 LENGTH: 6' COLOR: BROWN WITH BEIGE POST MOUNTING: IN -GROUND (NOTE. CONTRACTOR TO INSTALL PER MANUFACTURER'S RECOMMENDATIONS OR BE AN APPROVED INSTALLER CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) L-L-L-V111I j%jI1A POST & WIRE FENCIM31 28J PLANELEVATION 50 CM (19.7") S-055 N.T.S. 12.5 GUAGE, HIGH -TENSILE, SMOOTH WIRE. WRAP & SECURE WIRE TO EACH POST. PULL WIRE TIGHT BETWEEN POST; TYP. 5' 'T' GLAV. POST SUBGRADE DOUBLE ROW MAY BE OMITTED- SEE PLANS FOR DETAILS PLAN SPECIFICATIONS UNIT SIZE - 50 CM X 50 CM X 2.5 CM (20" X 20" X 1") AVAILABLE IN 9 STANDARD ROLL SIZES UNIT WEIGHT - 510 GRAMS (18 OZ.) OR ZO KG (4.5 POUNDS) STRENGTH - 402 KGJCM, (.5720 PSI) COLOR-BLACK(STANDARD) RESIN - HDPE (WITH SOME POST -CONSUMER RECYCLED CONTENT) PLAN GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 SQUARES MANUFACTURER: SALSBURY INDUSTRIES (800) 624-5269 MODEL: 3316 MOUNTED ON A PEDESTAL (#3385) (OR EQUAL) COLOR: STANDARD # OF BOX UNITS: AS STATED ON PLANS CLUSTEIRXMAILBOX 281 DE AIL 1. Fk0NTLM1hr Wkw T ­ . .. . . . . . . . 11,11,11"n M—W. urw �W", p.JNtW V54W ;d eaw u'w, I'D 'W7 3392 phone 1-200-MAILBOY =W.MafjJ0x1AG.00M 3X 0395 - 33-953,'15 C LLI STER 2 OX UN rr 3 - FPO W LCO Vr - M,. P.S. A PP DWO MOM rd UST E Dl KX UN I T OFT I0 NS 9 �1:WH ,1=,v° 0 9il�. 11 GIT Ff* T ,U912 12D­,rI-TypoI1-MU M1?2'W 01-W H x 17-'158'0 9:5b,. =T" V �TFrN rup-". HMw -'F -d -4119V rrmbr, L" P*1 2 160: ,, - Typo 111 . F2U MI& IX x 4r -W W x 17-W ri IWL,. $1,,viaLo •e . A" ­Mlk O>r:,e=+ 11-s -A 12-kXrj?.1FP mro.i4-wii,n lz- W"Ir N�wp E.6 4�—OEU,,j t,. 4- bd." -A. r3) W,� M. 13 Dxv, - Typo I V - GRJ 281112'44s 4-r—W H X 17.%18`0 1�51h'.. $12-aoo fl,) -e­n"Po P, ff., 6we'RX — W4 11jj -MR5 F+16. ; f--"rx N -M WH km 1Z W x 10"D 20 b,. V73.00 nk- P,-�ww fw k."M M -M 112 VH b:a.-g 12"411 x 170 VSCo Lo�h - 34% P*m4 kc �h=V yAlh =0 L.,h XIM swic d— md, Q twf, $&oow�v i'a r"PQ r. t bi f; t --1.d% ,Ai lod i, - b. d �q phone 1.900-MAILROX fax 1400.04 OYN MANUFACTURER: SALSBURY INDUSTRIES (800) 624-5269 MODEL: 3316 MOUNTED ON A PEDESTAL (#3385) (OR EQUAL) COLOR: STANDARD # OF BOX UNITS: AS STATED ON PLANS CLUSTEIRXMAILBOX 281 DE AIL ARCEL LOCKER K� P 1 NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) MANUFACTURER: SALSBURY INDUSTRIES (800) 624-5269 MODEL: 2402 MOUNTED ON A PEDESTAL (#3465) (OR EQUAL) COLOR: STANDARD NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) S-059 NT.S, S-052 S-060, N.T.S. 28) DETAIL N.T,& SEE ENLARGEMENT BELOW 8.3 CM (3.3") HYDROGROW MIX BELOW RING 2.3 CM (0.9") SUPPLIED FREE BY MANUFACTURER A CM (2,4") —RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) i6 0NL618 ",,(DF z -' . COMPACTED SANDY GRAVEL ROAD BASE ? jun �0�, < 95% MODIFIED PROCTOR DENSITY 6 INCHES TO 12 INCHES (DEPTH OF BASE COURSE TO BE DETERMINED BY ON-SITE ENGINEER) f i ITV i I , _ - I I-- ( - COMPACTED SUBGRADE, ------ SECTION TOP OF GRASS ROOT MASS 6 MM ABOVE TOP OF RING GRASSPAVE2 ATTACH WITH SNAP -FIT FASTENERS ROOT MASS TO FILL 8C -0 0 GRASSPAVE2 ---_COMPACTED SANDY GRAVEL ENLARGEMENT BASE COURSE 1600 Jackson St., Ste, 310 NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR GOLDEN, COLORADO 60401 LANDSCAPE DESIGNER. 800-233-1510 OR 303-233-8383 FAX: 800-233-1522 OR 303-233-8282 www. invisiblestructures.com GR 14 ASSjF'AVE2 rev. 10/05 ID -000 4 X, 20,0,/ SECTION 811 NOMINAL BRICK HEADER COURSE; TYP, 4" CONCAVE JOINT MAX. WHEN PATIO BORDER MEETS BLDG OR WALL, PLACE EXPANSION JOINT FINISH GRADE 1.5" BELOW TOP 1.5" + I - MORTAR SETTING BED 4" CONCRETE SLAB; 3,000 PSI MIN, WITH (2) #3 REBAR, CONT., 2" CLEAR 80% COMPACTED SUBGRADE CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUAME CHARLOTTESVILLE, VIRGINIA 22902 PH, 434295-40135 FAX 434-295-2103 LTH OF Q Alan G. Franklin Lc. No. 35326 O 1W ON A L O��NLTH OF Mark E. Keller Cert. No. 0239 PC, 'N SDP #: 2008-00101 SCALE, AS SHOWN ISSUED: 6-23-08 DRAWN BY: SAVE REVISIONS: 1. 8-21-08, ACSA COMMENTS 2, 9-22-08, CO./ACSA COMMENTS 3, 10-15-08, RWSA COMMENTS 4, 1-15-08, REV, BLDG A,B,C,D & F 5, 3-2-09) ARB COMMENTS 6, 11-13-09, FINAL CO. APPROVAL All rights reserved, No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. @TERRA CONCEPTS, P,C. PEDESTAL PARCEL -LOCKERS -W Fk0NTLM1hr Wkw . .. . . . . . . . 11,11,11"n M—W. urw �W", p.JNtW V54W eaw u'w, I'D phone 1-200-MAILBOY =W.MafjJ0x1AG.00M fax I-Goo--624-sas8- ARCEL LOCKER K� P 1 NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) MANUFACTURER: SALSBURY INDUSTRIES (800) 624-5269 MODEL: 2402 MOUNTED ON A PEDESTAL (#3465) (OR EQUAL) COLOR: STANDARD NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) S-059 NT.S, S-052 S-060, N.T.S. 28) DETAIL N.T,& SEE ENLARGEMENT BELOW 8.3 CM (3.3") HYDROGROW MIX BELOW RING 2.3 CM (0.9") SUPPLIED FREE BY MANUFACTURER A CM (2,4") —RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) i6 0NL618 ",,(DF z -' . COMPACTED SANDY GRAVEL ROAD BASE ? jun �0�, < 95% MODIFIED PROCTOR DENSITY 6 INCHES TO 12 INCHES (DEPTH OF BASE COURSE TO BE DETERMINED BY ON-SITE ENGINEER) f i ITV i I , _ - I I-- ( - COMPACTED SUBGRADE, ------ SECTION TOP OF GRASS ROOT MASS 6 MM ABOVE TOP OF RING GRASSPAVE2 ATTACH WITH SNAP -FIT FASTENERS ROOT MASS TO FILL 8C -0 0 GRASSPAVE2 ---_COMPACTED SANDY GRAVEL ENLARGEMENT BASE COURSE 1600 Jackson St., Ste, 310 NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR GOLDEN, COLORADO 60401 LANDSCAPE DESIGNER. 800-233-1510 OR 303-233-8383 FAX: 800-233-1522 OR 303-233-8282 www. invisiblestructures.com GR 14 ASSjF'AVE2 rev. 10/05 ID -000 4 X, 20,0,/ SECTION 811 NOMINAL BRICK HEADER COURSE; TYP, 4" CONCAVE JOINT MAX. WHEN PATIO BORDER MEETS BLDG OR WALL, PLACE EXPANSION JOINT FINISH GRADE 1.5" BELOW TOP 1.5" + I - MORTAR SETTING BED 4" CONCRETE SLAB; 3,000 PSI MIN, WITH (2) #3 REBAR, CONT., 2" CLEAR 80% COMPACTED SUBGRADE CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUAME CHARLOTTESVILLE, VIRGINIA 22902 PH, 434295-40135 FAX 434-295-2103 LTH OF Q Alan G. Franklin Lc. No. 35326 O 1W ON A L O��NLTH OF Mark E. Keller Cert. No. 0239 PC, 'N SDP #: 2008-00101 SCALE, AS SHOWN ISSUED: 6-23-08 DRAWN BY: SAVE REVISIONS: 1. 8-21-08, ACSA COMMENTS 2, 9-22-08, CO./ACSA COMMENTS 3, 10-15-08, RWSA COMMENTS 4, 1-15-08, REV, BLDG A,B,C,D & F 5, 3-2-09) ARB COMMENTS 6, 11-13-09, FINAL CO. APPROVAL All rights reserved, No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. @TERRA CONCEPTS, P,C.