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HomeMy WebLinkAboutARB201500026 Plan - ApprovedJ H G F E D C i - i s 1 - B I'I 2 w CD N 7t N - 1 3 60 im 4 6 it,\ SCALE 1 " =10' 0 10' 20' EXISTING CONDITIONS AND DEMOLITION PLAN GENERAL NOTES , - ­­­ 11 --- ­­­ ..... � � ­­ � INSTALL SHRUBS SO THAT THE • AT WIDTH OF WALK ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES .::, CLEAfVC�� 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY . d..... ^ :. � . . . .'d�4.'d.'' WITH PREMOLDED EXPANSION FILLER DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE O N APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 3. LAND USE PERMITS (LUP -A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND FIFE 589.34 TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE STANDARDS OF VDOT. -- MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED 4. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER H WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. CONSTRUCTION. 5. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. .. : ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER I I�L OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. CONCRETE BETWEEN BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE 6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. ° 14 LD -94 (D) 121.13. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL 7. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN DEVICES. PLANT SCHEDULE ACCORDANCE WITH A T - -7 6. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. :.4 V l GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE 8. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL . CONSTRUCTION INDUSTRY (29 CFR PART 1926). SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON Oz \ ,\ o . \ �/ d i, �\ /\ \\ d y o o va o 0 0 0 0 0 0 0 0 0 \/\ % / ALL UNITS. BLASTING NOTES 9. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS I 10. OTHERWISE NOTED. 1 BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. 11. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND /OR FIELD CHANGES FROM THE APPROVED . . ' PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A ACCORDANCE WITH VDOT STANDARDS. .. n '• LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND /OR THE DRAINAGE LANDSCAPE GENERAL NOTES DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 12. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN PRE - CONSTRUCTION �:. ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY GROUTED IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE UNES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER /WATER CONNECTIONS. NOTIFY LANDSCAPE ' ' APPEARS TO BE A CONFLICT, AND /OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, () .. CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1- 800 - 552 -7001. THE OWNER SHALL BE RESPONSIBLE ARCHITECT OF CONFLICTS. BROWNSTONE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND /OR PROPOSED RIGHT -OF -WAY • ' VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR z REQUIRED BY THE DEVELOPMENT. CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 13. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT x . RIPRAP(5 X3') CABLE TV SERVICE TRUNK LINES. (N /A) MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 14. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND "AMERICAN STANDARD FOR NURSERY STOCK ". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF , 588.96 ; SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. 15. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO 0 PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. 1111 . ` -"�', REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. I � 16. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE CONSTRUCTION /INSTALLATION , REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC -250 PRIME COAT) PER VDOT . LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY STANDARDS AND SPECIFICATIONS. OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN 17. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL STANDARD FOR NURSERY STOCK" ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE . LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, 18. SPECIFICATIONS. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO INSTALL LANDSCAPE PLANTINGS AT ENTRANCES /EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT , CONCRETE PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 0 CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL 19. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N /A) GUARANTEE. 20. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED .... PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. INSPECTIONS /GUARANTEE 21. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL 0 UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. ;: _�EX .1:....111 , ,.............. ........ ......... .. — �. .:..,:.... € BRIDGE STANDARDS. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. 22. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM . ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION 23. SLOPE OF 0.004 ft. /ft. AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE 24. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL ................ .­ ..... :� ::::::: ..... ...... 1. .... 1,1,1'1,��: I.. COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE AND ICC /ANSI A117.1 -03. CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR �, 1 . ... ­­ ........ ­'11-1.1'.1.1 ...... I..": � ....... ... 1'. o / ..... ­* . .... . • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. . : ... :.: ..:::. :... ". :: .: . !w ........... .:.. 1..:..... ..11, 1.111 .. .. ............. ...... ......... 1 ..........:.. �",�" � • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF ­1. . ..., ," :: .... .. .11 __ ......................... .:' .......... _ 1111....... .1..1... .1111 ................. . 111.......: :_:.:.......................... ., :: . .. 11 . :. 1:f . ,... .... 1.111. ...: . :;., . . . :. . i : : :� :� - . � ; - : : : : m­: :� /' \ .�.... - . . : : : : : :� 1� I. - ­: :: - :: : : : 1, '. : : : : -1. :: ...... 1-1. , � , :: .. , : : : : ­1 ..: . . . . - .... ... ­111. . ............. ... OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ,. ...: .. ,. . I ., : 1. -­ 1� .", i, 11: :.1 :., , � ... : - .­": 1. ­­­­., .... ! .... .:­­.�,'-:­...-, �.­.�­�, ............ : . I i %/ ..".. .. .. ,, .: ., :` . � . � : : 1. I . . ....... ­­­' ........ I -­ ..... : : : . . - - ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. >. .......... ........ .... : • .1111 ...... .. ...... .. I ­". ........ ... --'"' ..... ..... ­­* . . ........ 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. A A 7 I 10 11 I a1A 12 SCALE 1 " =10' 0 10' 20' :�:�:�:i:�:�:�t�:�:�:�:i:�:::I:j , - ­­­ 11 --- ­­­ ..... � � ­­ � INSTALL SHRUBS SO THAT THE • AT WIDTH OF WALK TOP OF THE ROOTBALL IS AT REMOVE ALL DEAD, BROKEN, .::, CLEAfVC�� THE SAME GRADE AS DISEASED, AND WEAK , :: ,.a. ' '.;' °. ' `a. ' .., EXPANSION JOINT AT MAX OF 100', I. ORIGINALLY GROWN OR 1 -2" BRANCHES AT TIME OF . d..... ^ :. � . . . .'d�4.'d.'' WITH PREMOLDED EXPANSION FILLER ABOVE IN POOR DRAINING PLANTING ' ° d,: :ENCASE � 11`, °d'' .:.,'.. :� �• OF THE ROOTBALL WITH SOIL 2 -3" MULCH LAYER, KEEP AWAY O N FROM TRUNK Z REMOVE ALL STRING, WIRE, AND 1" COMPOST LAYER m BURLAP FROM TOP Y OF BALL FIFE 589.34 ° 1111 18.66 A -- TIE 4" SANITARY LATERAL TO EX. _........ .. j - . ........, : .'. . ,.: .......1111..1111.. :..I. �� :.1111.. :....... 1111.. 1111.. 1111.. 1111.. 's : . � [ 6 SAUCER 1.1.....11\ : :_....... ...._.... I...... 1111.. BACKFILL PLANTING PIT WITH ; . : ; ........ ; : � I f - 7.5' 1. 48.49' H �� ° SANITARY LINE. REPLACE LU _O .. : �� /�� /�� /� % ��/ ��/ ��/ ��/ ��/ �� /�� /�� /�� /�� /�� /i� /�� /� / \� //I�/ /, 14 WINTER GEMS I I�L 1. c �/' CONCRETE BETWEEN CONTRACTOR TO ENSURE POSITIVE �� .:: " 2' 280 SF MULCH ° 14 1 ° , EXISTING JOINTS DRAINAGE FROM / I . 9.3 ,3' . ' VARIABLE WIDTH' PLANT SCHEDULE e :.4 V l NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% THIS AREA. J ,a q v Oz \ ,\ o . \ �/ d i, �\ /\ \\ d y o o va o 0 0 0 0 0 0 0 0 0 \/\ % / 1 <. C -- :.1.33'0. . U I 4" 3,000 PSI AIR - ENTRAINED i � � ALONG THE LINE OF STAKES. ° o' • . �a° ° S L� _ ::_I - I ��-- - . ' i �,-- . % �� - 10 /J[I �� ACCORDANCE WITH VDOT STANDARDS. .. n '• Q° DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 0- CONCRETE SIDEWALK PAVEMENT SECTION �:. .. .. .. ° 589 GROUTED J - �_ - ' ' . FLOW . () .. :CQNGR�TE •,° •' e (PERSPECTIVE VIEW) BROWNSTONE W O EXIST GRADE (NEENAH R -1975 OR EQUIVALENT) z Q FFE 589.34 :: . 4 . <... .. ......,,. , .. x . RIPRAP(5 X3') 6" DI CLEANOUT 11111111 5 • NOTE: CONTRACTOR TO , 588.96 ; - )m �, .: 0 MAINTAIN APPROXIMATE 1111 . ` -"�', .... r I � No Scale EXISTING 3 %SLOPE, , iL MATCHING EXISTING ., ' CONCRETE AT TIE IN POINT ... TIE TO EXI aT1NG % -, - ­ . .... ... ...... , CONCRETE .... : >, 1111.. JOINT, MATCH EX. WIDTH .... 588.30 EX 588.40 ....::1111..,::.::... . 11 -- ,.. ,.. ....,, .... .....,., 1111 ........... .... .. .... 1111: .::.:. ., 1111.. ;: _�EX .1:....111 , ,.............. ........ ......... .. — �. .:..,:.... € • ...... :::. : ? ................ .­ ..... :� ::::::: ..... ...... 1. .... 1,1,1'1,��: I.. . f ..�� . %. : ; I i :::,.*.*.-. ]�����iiili��iiiiii��i��ii��;i������i.li�i�i�i�i��� iii�i��������������:::,.:-.�'..:, � W.I.... ... ...... : _. -.1 " .. .. ; ,:<. : I \ .......... I .......... w .... "I'll'.­-, .. ....... � ........................ : :11.1--­...... �, 1 . ... ­­ ........ ­'11-1.1'.1.1 ...... I..": � ....... ... 1'. o / ..... ­* . .... . : -... <'• 3 :z ; .* .... :'1111... ' ..., :; : ����������������i;j�i�i!ii���i�i ... . : ... :.: ..:::. :... ". :: .: . !w ........... .:.. 1..:..... ..11, 1.111 .. .. ............. ...... ......... 1 ..........:.. �",�" � ............. ... ... _ .: f I. D:: I'. .. ­1. . ..., ," :: .... .. .11 __ ......................... .:' .......... _ 1111....... .1..1... .1111 ................. . 111.......: :_:.:.......................... ., :: . .. 11 . :. 1:f . ,... .... 1.111. ...: . :;., . . . :. . i : : :� :� - . � ; - : : : : m­: :� /' \ .�.... - . . : : : : : :� 1� I. - ­: :: - :: : : : 1, '. : : : : -1. :: ...... 1-1. , � , :: .. , : : : : ­1 ..: . . . . - .... ... ­111. . ............. ... ..1. ,. ;. . - 1,111,11. .. ,. 1. -11�. .,.j� - ..­� I . ..., ., .. �­" .1 ... I..,-1. .�, ... ­-- ." ... ''..'­ ..... I ..... I - - . ........ ....", ...... I ....... ­1­­­­­­1 ........... ­1 ......... ............ I .... ..­1111��"., .....z. 11-11"..." .. - ---- ,. ...: .. ,. . I ., : 1. -­ 1� .", i, 11: :.1 :., , � ... : - .­": 1. ­­­­., .... ! .... .:­­.�,'-:­...-, �.­.�­�, ............ : . I i %/ ..".. .. .. ,, .: ., :` . � . � : : 1. I . . ....... ­­­' ........ I -­ ..... : : : . . - - :: :: ;, :1111;... _.. . , . ...... 11 .11, . .... ....... ­­ . .. ........... 1.11.1.1--l..- >. .......... ........ .... : • .1111 ...... .. ...... .. I ­". ........ ... --'"' ..... ..... ­­* . . ........ LAYOUT AND GRADING PLAN Z R= Y4" CONTROL JOINT SPACED INSTALL SHRUBS SO THAT THE • AT WIDTH OF WALK TOP OF THE ROOTBALL IS AT REMOVE ALL DEAD, BROKEN, . .:, 'd . a1 ., . . THE SAME GRADE AS DISEASED, AND WEAK , :: ,.a. ' '.;' °. ' `a. ' .., EXPANSION JOINT AT MAX OF 100', I. ORIGINALLY GROWN OR 1 -2" BRANCHES AT TIME OF . d..... ^ :. � . . . .'d�4.'d.'' WITH PREMOLDED EXPANSION FILLER ABOVE IN POOR DRAINING PLANTING ' ° d,: SOILS. DO NOT COVER THE TOP °d'' .:.,'.. :� �• OF THE ROOTBALL WITH SOIL 2 -3" MULCH LAYER, KEEP AWAY O N FROM TRUNK Z REMOVE ALL STRING, WIRE, AND 1" COMPOST LAYER m BURLAP FROM TOP Y OF BALL CONC. WALK ;: „ „ PROVIDE MULCH UP AND OVER : tt : .. SAUCER i v. d. ' " _........ .. j - . ........, : .'. . ,.: .......1111..1111.. :..I. �� :.1111.. :....... 1111.. 1111.. 1111.. 1111.. 's : . � [ 6 SAUCER 1.1.....11\ : :_....... ...._.... I...... 1111.. BACKFILL PLANTING PIT WITH ; . : ; ........ ; : � I . . ° ;< ° :ad'. �' . °t q e. ° d <a: d .. d . ° ° . a.. 9 d... . .. ° d - °: .. ..Q.. .d. .. .. .° �- . .. :.; ". . 1111 ,: ° 1111.. . .�.. -q �� �. 'f:' �. ' :. d.. ' °., '. �` 11 11 . a.: . 4 . NATIVE SOIL. INCORPORATE , ,_ : _ :...:......:: :___..................... .. : : ...:::: `.:::::: REMOVE CONTAINER. SCARIFY 0 Y H Z :.............: ..............: SLOW- RELEASE GRANULAR PERIMETER ROOTS ...:.::::11:11.::: _1:111.::::.:._ _11:1:::.:...1_.. 111.1.. ........ .. Q LU _O .. : �� /�� /�� /� % ��/ ��/ ��/ ��/ ��/ �� /�� /�� /�� /�� /�� /i� /�� /� / \� //I�/ /, B &B CONTAINER SCARIFY BOTTOM AND SIDES I I�L OF PIT COMPACTED SUBGRADE 4" 21 -B STONE 2 SHRUB PLANTING DETAIL 0 CONCRETE SIDEWALK JOINT DETAIL TNo No Scale I Scale O VARIABLE WIDTH' PLANT SCHEDULE QTY COMMON NAME BOTANICAL NAME MIN. INSTALLED SIZE ROOT SPACING NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 14 WINTER GEM BUXUS MICROPHYLLA 24" HT /SPREAD CONTAINER 4' O.C. Oz \ ,\ o . \ �/ d i, �\ /\ \\ d y o o va o 0 0 0 0 0 0 0 0 0 \/\ % / . U 1. SET THE STAKES. 2. EXCAVATE A 4 "X 4" TRENCH UPSLOPE 4" 3,000 PSI AIR - ENTRAINED i � � ALONG THE LINE OF STAKES. CONCRETE 6' - lv- COMPACTED SUBGRADE 4" TYPE 21 B STONE _ ::_I - I ��-- - . NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN i �,-- . % �� - 10 /J[I �� ACCORDANCE WITH VDOT STANDARDS. FLOW I I- 4" Q° DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 0- CONCRETE SIDEWALK PAVEMENT SECTION O = m< No Scale IIll / IIII J - �_ - . . FLOW . () SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) METAL INSPECTION FRAME W/ SOLID LID W O EXIST GRADE (NEENAH R -1975 OR EQUIVALENT) FLOW ( MAX. Q A A ` �--- CONCRETE COLLAR 6 \ \� _ -CRUSHED STONE BEDDING 6" DI CLEANOUT 11111111 5 POINTS A SHOULD BE HIGHER THAN POINT B. 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Ir fq x5j,ji pillial121111 i#tsr Mg 141 I I, $ n rill 5~�1 lii� a41r1�ai .ill is 11 rII N I 1ijlij ; 1ii111j, II 4.5n ca $ p 1 gR9 ag I ii & - . 117 1 Y ea !IF 1 rc LED AREA LIGHTS - CHALLENGER® MEDIUM (XCHM3) Gower' LED LIGHTING TECHNOLOGY US patent 7828456,8002428 and CAN 2736757&2736757 and MX patent 29631 and ISRL 49679 and AUS 2008312668 and US&Intl.patents pending SMARTTECTM-LSI drivers feature integral sensor which reduces drive current,when ambient temperatures exceed rated temperature. EXPECTED LIFE-Minimum 60,000 hours to 100,000 hours depending upon the ambient ---- __,; g temperature of the installation location.See LSI web site for specific guidance. LEDS-Select high-brightness LEDs in Cool White(5000K nominal)or Neutral White(4000K nominal)color temperature,70 CRI(nominal). DISTRIBUTION/PERFORMANCE-Type 3,5 and FT.Exceptional uniformity with full cutoff creates bright environment at lower light levels.Improved backlight cutoff minimizes light trespass. HOUSING-Radiused,rectangular-shaped,aluminum housing with stainless steel or electro- zinc plated steel mounting hardware. OPTICAL UNIT-Clear tempered optical grade flat glass lens sealed to aluminum housing creates an IP67 rated,sealed optical unit.Pressure stabilizing breather allows super-tight protection while preventing temperature cycling from building up internal pressures and vacuums that can stress optical unit seals. Patented integral single-blade heat sink does not trap dirt and grime,ensuring cool running performance over the life of the fixture.Two stainless steel captive fasteners allow easy access to driver.One-piece extruded EPDM gasket seals optical assembly against housing. MOUNTING-Use with 5"traditional drilling pattern.An extruded radius 8"arm is shipped standard and compatible with all fixture mounting configurations.The fixture may also be mounted to 3"-5"round poles using the round pole plate adaptor accessory(RPP2),which LIGHT OUTPUT-XCHM3 must be ordered separately. #of LEDS Lumens(Nominal) Watts Type 3 Type 5 Type FT (Nominal) ELECTRICAL-Two-stage surge protection(including separate surge protection built into 3 350 mA 128 12800 12100 13000 141 electronic driver)meets IEEE C62.41.2-2002,Location Category C.Available with universal 450 mA 128 15200 14300 15500 187 voltage power supply 120-277VAC(UE-50/60Hz input)and 347-480VAC.Optional twistlock photocell receptacle is available.Photocell must be ordered separately. `"' 3 350 mA 128 11700 11100 11700 141 DRIVER-Available in 350mA and 450mA drive currents.(Drive currents are factory 450 mA 128 13400 12200 14000 187 programmed).State-of-the-art driver technology designed specifically for LSI LED light sources provides unsurpassed system efficiency.Components are fully encased in potting LED Chips are frequently updated therefore values may increase. material for IP65 moisture resistance.Driver complies with FCC 47 CFR part 15 RFI/EMI standard. OPERATING TEMPERATURE- -40°C to+50°C(-40°F to+122°F) FINISH-Fixtures are finished with LSI's DuraGrip®polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling. WARRANTY-LSI LED fixtures carry a limited 5-year warranty. Also available in traditional light sources PHOTOMETRICS-Please visit our web site at www.lsi-industries.com for detailed photometric data. SHIPPING WEIGHT(in carton)-33 lbs./15Kg LISTING-ETL listed to U.S.and Canadian safety standards.Suitable for wet locations. This product,or selected versions of this product,meet the standards listed below.Please consult factory for your specific requirements. A 1 I an Funding fT� , WNS FC •ida C E ® IP67 A rm M"oe- wet location COMPLIAtd' Project Name j Fixture Type I 01/15/15 ©2015 Industries— Catalog# _ ___ 1 LSI INDUSTRIES INC. LED AREA LIGHTS - CHALLENGER° MEDIUM (XCHM3) CAS ver` LED LIGHTING TECHNOLOGY LUMINAIRE ORDERING INFORMATION TYPICAL ORDER EXAMPLE: XCHM3 FT LED 128 450 CW UE WHT PCR Prefix Distribution Light Source #of LEDs Drive Current Color Temperature Input Voltage Finish Options XCHM3-LED 3-Type III LED 128 350-350mA CW-Cool White UE-Universal BLK-Black PCR-Photoelectric Control Challenger 5-Type V 450-450mA NW-Neutral White Voltage BRZ-Bronze Receptacle' Medium (120-277) GPT-Graphite FT-Forward Throw MSV-Metallic Silver 347-480 PLP-Platinum Plus SVG-Satin Verde Green WHT-White NOTES: 1-Photocell must be ordered separately-see Accessories. 2-Factory installed PCR option required. 3-Fusing must be located in the hand hole of the pole. 4-Black only.House Side Shield adds to fixture EPA.Consult Factory. LUMINAIRE EPA CHART-XCHM3 ACCESSORY ORDERING INFORMATION (Accessories are field installed) All Single 1.4 Description Order Number D180° 2.9 PC120-Photocell _ 1225142 DFK480-Double Fusing _DFK4803 PC208-277-Photocell for 208V,240V or 277V 1225152 _FK347-Single Fusing _______FK3473 41 090° 2.5 PC347-Photocell 1595162 XCHM3 HSS-House Side Shield for Type 3 and FT 496128BLK4 fIP i T90° 4.0 PC480-Photocell 12251802 BKS-BO-WM-°-CLR-Wall Mount Plate 123111 CLR RPP2-Round Pole Plate 162914CLR BKA-BO-RA-8-CLR-Radius Arm 169010CLR r, TN120° 4.1 FK120-Single Fusing FK1203 BKU-B0-S-19-CLR-Upsweep Bracket for Round i Q90° 5.1 FK277-Single Fusing FK2773 and Square Poles 144191CLR i DFK208.240-Double Fusing DFK208,2403 Note: House Side Shield adds to fixture EPA. Consult Factory. DIMENSIONS ---- 23-1/2" 1— 8"—•-1 1 _____ _ 9.1/8" 5-3/8" 5-3/8" I I 3.9/16" 11-7/16" T 17-5/8" F - 1 I 17-5/8" - 2.1/2" 2-1/2" HOUSE SIDE SHIELD(496128BLK) Ai Project Name —_.—J Fixture Type I 01/15/15 Industries" Catalog ©2015 Catalo A__ ___ _ I LSI INDUSTRIES INC.