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ARB201700015 Plan - Approved 2017-10-17
20'-8" 'ET FRAMING 15'-2" JT MTL PLATE 0'-0„ T.O. SLAB 1 C EXTERIOR ELEVATION 1/4" = 1'-0" OC 28'-4" T.O. PARAPET 20'-8" T.O. PARAPET 15'-2" T.O. BENT MT 3'-0" T.O. CONCRE' 0'-0" T.O. SLAB 2E SOUTH ELEVATION 1/4" = 1'-0" KEY NOTES O BENT METAL PLATE, SEE STRUCTURAL 13 DOOR BELL BUTTON MOUNTED AT 3'-6" AFF 24 CO2 FILL PIPE LOCATION; COORDINATE W/ VENDOR AND O2 STEEL TUBE COLUMN 14 KNOX BOX - CONFIRM LOCATION & QUANTITY WITH LOCAL SHEET EQ101 FIRE MARSHAL 25 FIRE BELL LOCATION, SEE PLUMBING OALUMINUM 3 STOREFRONT SYSTEM (STF-1) 15 BWW OPERATIONS TO SUPPLY & INSTALL ON FRONT ENTRY 26 WALL HYDRANT LOCATION, SEE PLUMBING O4 1/2" EIFS REVEAL - SEE DETAIL 4A/A304 DOOR GLAZING: MANAGER'S NAME, ADDRESS, & HOURS OF O SHT MET-1 - PRE -FINISHED SCUPPER AND DOWNSPOUT OPERATION. COORDINATE LOCATION/INFO WITH CONSTRUCTION MANAGER. 27 FIRE DEPARTMENT CONNECTION LOCATION, SEE PLUMBING 28 HOLLOW METAL DOOR AND FRAME, SEE SHEET A701 O SHT MET-2 - SCUPPER AND DOWNSPOUT 16 3/4" VERTICAL EXPANSION JOINT IN EIFS. PROVIDE BACKER O7 EXTERIOR LIGHT FIXTURE - DIMENSIONS ARE TO CNTR LINE ROD AND SEALANT. 29 HORIZONTAL EIFS V-GROOVE. SPACING AT 12" O.C, SEE DETAIL 4A/A303 OF JUNCTION BOX, SEE ELECTRICAL. AIM LIGHT DOWN 17 CONCRETE WALL DRAINAGE OPENING, SEE STRUCTURAL ® SHT MET-1 PRE METAL COPING, BLACK 30 VERTICAL EIFS V-GROOVE. SPACING AT 18" O.C, SEE DETAIL - -FINISHED 18 METAL GATE, SEE 6C/A202 4A/A303 C TAKEOUT SIGN & PATIO VINYL WALL GRAPHICS SUPPLIED 19 TRASH ENCLOSURE GATES AND POSTS, SEE SHEET A003 31 VERTICAL EIFS V-GROOVE. SPACING AT 12" O.C, SEE DETAIL AND INSTALLED BY DECOR VENDOR 4A/A303 10 METAL ILLUMINATED SIGN SUPPLIED AND INSTALLED BY 20 EIFS SIGN WALL, SEE 6E/A304 FOR DETAILS 32 VERTICAL CONTROL JOINTS IN PATIO WALL. SEE SIGN VENDOR - SEE DETAIL 4E/A303 21 DASHED LINE OF ROOF AND RTU FOR REFERENCE STRUCTURAL PLANS FOR DETAILS. 11 VINYL DOOR GRAPHICS BY DECOR VENDOR 22 VERIFY & INSTALL BLOCKING AS REQUIRED BY SIGN VENDOR 33 4" BRICK VENEER TO MATCH GANDER MOUNTAIN. 12 SURFACE MOUNTED SPEAKERS. SEE ELECTRICAL SHEETS 23 SLEEVE THROUGH SIDEWALK FOR DRAINAGE, SEE 2C/A303 34 FULL GLASS OVERHEAD DOOR. SEE SHEET A701 FOR MORE INFORMATION. 20'-8" T.O. PARAPET 15'-2" T.O. BENT MT 0'-0" T.O. SLAB 2C EXTERIOR ELEVATION 1/4" = 1'-0" 22'-0" T.O. PAI GENERAL NOTES 1. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ALL PENETRATIONS IN THE EXTERIOR FACADES. 2. SEE SHEET A701 FOR WINDOW AND DOOR TYPES AND FINISHES 3. VERIFY LOCATION, SIZE, & TYPE OF ADDRESS NUMBERS & LETTERS FOR BUILDING WITH LOCAL AUTHORITIES. 4. BUILDING SIGNAGE IS UNDER A SEPARATE PERMIT & NOT PART OF THIS PLAN REVIEW. PROVIDE BLOCKING AND POWER FOR ALL SIGNAGE - COORDINATE WITH SIGN VENDOR AND DRAWINGS 5. SEE DETAIL 6A/A303 FOR ALL TYPICAL EIFS WALL SYSTEM DETAIL nA nB nB2 nB4 nB6 nB8 nC nD nE 3C WEST ELEVATION 1/4" = 1'-0" 28'-4" � ). PARAPET FRAMING 20'-8" ). PARAPET FRAMING 15'-2" F.O. BENT MTL PLATE 3'-0" T.O. CONC WALL 0'_0" � T.O. SLAB 8'-8" VRY AT TRASH ENCL. WALL CERTIFICATION H 0�6' N�, (�OSHUA B. PRANCER Lic. No. 0401 014479 F_ PROJECT NUMBER 5688 U) Z � 0 N N Lu J > a Q J - > J >oLLI LV W J Oz� J Q F_ a a L _ LL 0 e U 0 D W ti t0 ti M ti ' N LJ D �U) VJ V Z W LL Z O W ~ IL W W FLU LU W N H � z 0 o O co a. ZN Drawing Title EXTERIOR ELEVATIONS A501 ROOF LEGEND ROOF HATCH WITH INTEGRAL STEEL CURB & FLASHING E:] - SEE 2E/A303 MEMBRANE WALKWAY TO ALL SERVICE SIDES OF ROOF _ TOP MOUNTED EQUIPMENT. VERIFY LOCATION PRIOR TO INSTALLATION. WALKWAY PADS SHALL BE PURCHASED WITH PVC ROOFING MEMBRANE, INSTALLED AND - LOCATED PER MANUFACTURER'S SPECIFICATIONS AND WARRANTY. COLOR OF WALKWAY TO CONTRAST ROOF COLOR - GRAY SCUPPER/OVERFLOW & DOWNSPOUT SEE DETAILS ON A303 TAPERED INSULATION, SLOPE 1W PER FT GENERALNOTES 1. HVAC VENDOR TO PROVIDE ROOF CURBS AND VENDOR IS RESPONSIBLE FOR PROVISION/ COORDINATION OF ROOF PENETRATIONS REQUIRED FOR EQUIPMENT INSTALLATION. 2. JOIST MANUFACTURER TO VERIFY STRUCTURAL JOIST CAPACITY BASED UPON FINAL ROOF TOP MOUNTED MECHANICAL PLAN AND WEIGHTS SUPPLIED BY MECHANICAL ENGINEER, 3. FLASH ROOF VENT PIPES, SEE 1 D/A302. 4. PROVIDE 4X4 WD SLEEPERS AT ALL CONDENSING UNIT AND SATELLITE DISH LOCATIONS-SEEDETAIL 6E/A302 5. INSTALL ROOFTOP MOUNTED MECHANICAL UNITS ON PREFINISHED METAL CURB WITH TREATED WOOD NAILER. REFER TO DETAILS AS INDICATED ON THIS SHEET. SEE MECHANICAL DRAWINGS FOR NUMBER, SIZE, HEIGHT, WEIGHT, AND FINAL LOCATION OF ROOF TOP MOUNTED MECHANICAL EQUIPMENT. 6. VENT PIPES TO BE 10'-D" MINIMUM FROM AIR INTAKE. 7. ROOF PENETRATIONS, CURBS, AND SLEEPERS TO BE INSTALLED BY LANDLORD APPROVED ROOFER. REFER TO INFORMATIONAL DETAILS ON A302 AND A303. 8, NEW ROOF MEMBRANE TO BE INSTALLED BY MANUFACTURER APPROVED LICENSED ROOFING CONTRACTOR. REFER TO DETAILS AS INDICATED ON THIS SHEET. SPECIFICATIONS FOR NEW ROOF CRICKETS PER MANUFACTURER'S RECOMMENDATIONS. 9. ALL GAS PIPING TO ROOF SHALL BE PAINTED TO MATCH ADJACENT FINISH. 10. PROVIDE POWER AND BLOCKING FOR ALL BUILDING SIGNAGE. COORDINATE WITH SIGN VENDOR. 11. FOR RTU LOCATION DIMENSIONS, SEE STRUC. ROOF FRAMING PLAN. 12. COORDINATE DIMENSIONS OF OPENINGS FOR ALL ROOF MOUNTED EQUIPMENT WITH THE VENDOR. 13. ROOF INSULATION IS "R" VALUE 30 (DOES NOT INCLUDE PATIO ROOF). 33'-9 1/4" VISIBILITY OF ALL MECHANICAL (4 YII11 I Y EQUIPMENT FROM THE ENTRANCE 9 a CORRIDOR SHALL BE ELIMINATED. 19 4A TIM 12 HIGH 13 4A _ _ A302 \ 3 \\\ 6E 13 2C 16 A202 A302 TYR TYP LOW SLOPE 12 4A A302 __ 1A I A303 2, - DASHED LINE INDICATES CLEARANCE OF �I —'' EQU ME INT E \C' �� _ - - M A F S \ AND VENTS,TYP 9 18 21 EF-2 , 17- 1A S.C.-r I \\I r----------I / A302 TYPI o \ EJ ---C I RTU-1 X� EDIT NOTE: 3E 4 When rear roof Aso3 3 ; r screening is required, it \ zE should be detailed to \ A3o3 match front 1 side 6 his 2E ,I _I_ / screening. P / FFFF 21 — J to S.C. ` A302 9 A303 \ L J r r SLOPE 1/ EDIT NOTE When full screening RTU is required of on new EDIT NOTE When full screening of RTU is required on \ ri nT constructio Add screer and details i buildings, ing notes to match existing buildings, add screen attached directly to RTU. Detail is \\ 6 screening. located off to side of Efrontide plan sheet A301 of the \ j6K Prototype drawings. ,3\ EF-3 17 -- \ KEY NOTES 1 DOWNSPOUT TO STORM DRAINAGE. REFER TO CIVIL DRAWINGS O 10 APPROXIMATE LOCATION OF SATELLITE DISH PROVIDED BY 19 BENT METAL PLATE O OROOFTOP HVAC UNIT, MOUNT ON PRE MFG'D METAL CURB- AN CONTRACTOR 6E/A302, SIM. AV VENDOR TO SUPPLY STEEL FRAME. COORDINATE PENETRATION WITH THE AV INSTALLER. 20 TUBE STEEL BEAM BELOW -REFER TO STRUCTURAL REFER TO 2E/A302, COORDINATE STRUCTURE - SEE MECH DWGS 11 PENETRATION FOR SATELLITE CABLE COORDINATE EXACT DRAWINGS O CRICKETS AROUND NEW ROOF EQUIPMENT CURBS - SLOPE I/2" LOCATION WITH AN CONTRACTOR, SEE DETAIL IC/A302. 21 SLOPEROOFMEMBRANE TO SCUPPER/DOWNSPOUTAT 114" PER FOOT MIN 12 SIGNAGE, REFER TO ELEVATIONS, ELEC. COORDINATE ® REF MECHANICAL ROOF PLAN FOR LIGHTS AND OUTLETS AT BLOCKING REQUIREMENTS WITH SIGN VENDOR. 22 NOT USED UNITS 13 SHEET METAL COPING(SHT MET-1), TYP AT ALL PARAPETS---""-icx�- O SHEET METAL COPING (SHT MET-1) OVER EIFS SIGN WALL. ,q PATIO VENT. SEE DETAIL 1D/A302 AND MECH 24 LED WALL PACK- REFER TO MEP REFER TO A302 © CONTINUOUS PREFINISHED GUTTER 15 ROOF HATCH, SEE DETAIL 3E/A206 AND 2E/A303 NOTE: UPLIGHTING IS NOT APPROVED AT THIS TIME O CONDENSING UNIT FOR WALK-IN BOXES, COORDINATE 16 SINGLE PLY MEMBRANE ROOF SYSTEM, CONTINUE MEMB E LOCATION WITH KITCHEN EQUIPMENT VENDOR REFER TO OVER TOP OF PARAPETS, TYP.; OVER RIGID INSULATION (INSUL-3) - PROVIDE SHOP DRAWINGS OF ROOF INSULATION WITH THIS SUBMITTAL. APPLICANT WILL NEED TO MAKE A SEPARATE REQUEST TO THE SE/A302 FOR TYPICAL SUPPORTS APPLICATION, REFER TO SPECIFICATIONS FOR Tl VALUE ARCHITECTURAL REVIEW BOARD FOR ANY ® CONDENSING UNIT FOR ICE MAKER, COORDINATE LOCATION 17 EXHAUST FANS- SEE MECHANICAL DRAWINGS; REFERENCE UPLIGHTING LIGHT FIXTURE WITH KITCHEN EQUIPMENT VENDOR. RUN REFRIGERANT LINES 1A/A302 FOR GREASE EXHAUST PENETRATION DETAIL ABOVECEILING IN KITCHEN. REFER TO 6E/A302 FOR TYPICAL 18 VENT THIRD ROOF- REFERENCE PLUMBING SHEETS AND SUPPORT. DETAIL 1D/A302 O HOODED PAN FOR REFRIGERANT LINES, ELEC, ETC - REF 1 E/A303 - VERIFY FINAL LOCATION WITH EQUIPMENT V-3 3/8" I I I LOW E) II 13 I �\ 18 SLOPE Y\r1 11 ---� - - - - - - - - - - - - I'/ 24 FI I � F" — 0 DASHED LINE INDICATES _ A303 CLEARANCE OF / _ _ _ _ _ _ _ _ EQUIPMENT INTAKE r MECHANICAL 24 SC. FROM EXHAUST FANS II - ^ AND VENTS,TYP SERVICE WELL — — — _ \ CRICKET, TYP �J A302 TYP )i\ � I , 0>(02) �^ IT NOTE: ten project specific conditions require = condensing units to be located Xa RTU-3X, f ewhere on roof, maintain a maximum 4 z overall length of travel (horizontal + 2 (I rtical) for refrigeration lines and \ RTu-z 4 2 ntain 10' minimum clearance from y r z f edges as required by IBC/OSHA. C 0 FT_ i I TYP% \ A302 / L----\--i --- TYP J 2' 1 "I _F 4A 2a - A302 - 13Ei --I11 33'- 9 4A 23 A302 - 23 12 13 16 TYP 4 12 13 19 A302 SIM I, ROOF PLAN — I _C�i)_%_ 1B i - 22' 3" 2 SLOPE 6 1/ TYP I 15'-8 3IR" 19 � V-3 3/8" CERTIFICATION PRELIMINARY NOT -FOR -CONSTRUCTION REGISTRATION NUMBER XX.XX EXP DATE xX.XX.xx PROJECT NUMBER ####.#4# CDV Z W Z WLLF N a } Jw ~ o aQ F-0~) Q 0 ILL! 0 F- wC]f U U W LJL LL M) W W ULti1®C�J 5500 WAYZATA BLVD STE 1600 MINNEAPOLIS, MN 55416 PHONE 952.593.9943 FAX 952.593.9787 F o 0 0 W W w U o fD U z Z 0 U W Q K w m z a z a U S2 � m � 2 Drawing Title ROOF PLAN A301 WOOD FRAMING W NRA B I A I F G I J H I I WEST ELEVATION A3 Scale: 1/8':1' 71' 9" H I E D E J 3 EAST ELEVATION A3 Scale: 1/8': 1' Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. * Window glass in the Entrance Corridors should meet the following criteria: Visible light transmittance (VLT) shall not drop below 40%. Visible light reflectance (VLR) shall not exceed 30%. 2 SOUTH ELEVATION A3 Scale: 1/8':1' MATERIAL KEY LETTER SYMBOL DESCRIPTION A EIFS - 18" VERTICAL V-GROOVE REVEALS - DRYVIT #715''LICORICE" g =-____-_ EIFS 12" HORIZONTAL V-GROOVE REVEALS- MATCH ------ PAINT COLOR SW#6906''CITRUS" C { EIFS - 12" VERTICAL V-GROOVE REVEAILS - DRYVIT #715''LICORICE" D EIFS - PAINT COLOR TO MATCH SHERWIN WILLIAMS 6906 CITRUS E EIFS - PAINT COLOR TO MATCH SHERWIN WILLIAMS 7019 "GAUNTLET GRAY" F EIFS-SMOOTH TROWEL FINISH ''LYMESTONE GRAY" AT ENTRY PORTAL ,, -w W -'o's ";'' LETTER SYMBOL G - BRICK TO MATCH GANDER MOUNTAIN - GENERAL SHALE RALEIGH COURT H CONCRETE- 8'' CAST IN PLACE CONCRETE WALL - WALL TYPE C8 (CONC4)-SEALED BOARD FORM FINISH I BLACK ALUMINUM STOREFRONT WITH CLEAR GLAZING WITH LOW-E COATING i BENT METAL PLATE - PAINT (C3) SHERWIN WILLIAMS 7069 IRON ORE K PRE -FINISHED METAL COPING- PAINT (C3) SHERWIN WILLIAMS 7069 IRON ORE L GARAGE DOOR TO MATCH - PAINT (C3) SHERWIN WILLIAMS 7069 IRON ORE 00 ..,� Q w> Uj E€1 ? > .............. O w� SOa vU CONTACT: BOB PINEO (P):434-806-8365 I El:bob(a'designdeveloplle.com PRICING SET DRAFT - NOT FOR CONSTRUCTION April 6, 2017 Z 0 F— Q ry 11 I 0z n ry U 0z U3 p0 Qry 0z w Z DRAWN BY: HTL CHECKED BY: RGP BWW ELEVATIONS ISSUE DATE: April 6, 2017 A3 SHEET #03 OF 7 1 WEST ELEVATION A3 Scale: 1B': 1' 1 sn' n', 1 5R' n,, 2 SOUTH ELEVATION A3 eale: 1/8': 1' 1 F F 3 EAST ELEVATION A3 scale:l/e":1' IL4.1(NY A3 scale: 11 ° F B A H G Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. * Window glass in the Entrance Corridors should meet the following criteria: Visible light transmittance (VLT) shall not drop below 40%. Visible light reflectance (VLR) shall not exceed 30%. 0 10 20 MATERIAL KEY LETTER SYMBOL DESCRIPTION A — BRICK TO MATCH GANDER MOUNTAIN - GENERAL SHALE RALEIGH COURT B STANDING SEAM METAL SIDING- REVERE FREEDOM GRAY C -� EL DORADO STONE- EUROPEAN LEDGE "ZINC" D 1 EL DORADO STONE- MARQUEE24 'SANDERLING E 1 X6 TONGUE AND GROOVE DOUGLAS FIR - STAINED F TECH FOUR WALL PANEL- COOL ZINC GRAY G C CHANNEL AWNING- PAINT SHERWIN WILLIAMS 7069 IRON ORE H BRONZE ALUMINUM STOREFRONT SYSTEM WITH CLEAR GLAZING / LOW-E COATING* I PREFINISHED METAL COPING- TO MATCH PAINT SHERWIN WILLIAMS 7069 IRON ORE PREFINISHED METAL COPING- TO MATCH STANDING SEAM SIDING i.l__ L w ¢ �w �O ' w � s � ¢ ..:p � v U ry �i§ CONTACT: BOB PINEO (PI:434-806-8365 (E):bob�a designdevelopllacom PRICING SET DRAFT - NOT FOR CONSTRUCTION April 6, 2017 Z O F_ Q ry Qt:� h OZ � W U OZ U� 00 -7 Qry 00 W H Z DRAWN BY: HTL CHECKED BY: RGP RETAIL + GYM ELEVATIONS ISSUE DATE: April 6, 2017 A4 SHEET #04 OF 7 I M Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. x Window glass in the Entrance Corridors should meet the following criteria: Visible light transmittance (VLT) shall not drop below 40%. Visible light reflectance (VLR) shall not exceed 30%. NORTH BUFFALO WILD WINGS ROOF PLAN A5 Scale: 1/8":1' 0 10 20 o- 0 s LUi w a w> ,: L! 1 Q > �o w0 �a v G -;R CONTACT: BOB PINEO (P):434-806-8365 (E) : bob�ld esi g nd eve to pl lc.com PRICING SET DRAFT - NOT FOR CONSTRUCTION April 6, 2017 Z O W O7 CILw Q:� U Oz U3 In Q� O w I— Z DRAWN BY: HTL CHECKED BY: RGP BWW ROOF PLAN ISSUE DATE: April 6, 2017 A5 SHEET#05 OF7 _ c {� .. - F MOMEII �w ' Q� fl �w - �o a� wa vU An CONTACT: BOB PINEO (P):434-806-8365 (E)bobi designdevelopllc.com PRICING SET DRAFT - NOT FOR CONSTRUCTION April 6, 2017 Z O Qry c� W O~ In z Q:� U Oz U� p0 Z= Q� DO w Z DRAW I BY: HTL CHECKED BY: RGP RETAIL / GYM ROOF PLAN ISSUE DATE: April 6, 2017 A6 SHEET #06 OF 7 GENERAL NOTES OWNER: 04500-00-00-11000 FIRST GOLD LEAF LAND TRUST P.O. BOX 5548 CHARLOTTESVILLE, VA 22905 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST. SUITE K, CHARLOTTESVILLE, VA 22902 TELEPHONE. • (434) 293-3719 TAX MAP NO.: 04500-00-00-11000 (D.B. 4659/ PG. 032) AREA: 04500-00-00-11000 - 3.82 ACRES ZONING: HIGHWAY COMMERCIAL (HC), ENTRANCE CORRIDOR (EC) & AIRPORT IMPACT AREA (A/A) BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 65 FEET (WITH ADDITIONAL SETBACK) MAXIMUM BUILDING HEIGHT = 35 FEET (WITH NO ADDITIONAL SETBACKS) PROPOSED BUILDING HEIGHT = 28 FEET FROM GROUND ELEVATION TO THE TOP OF THE PARAPET WALL EXISTING%PROPOSED USE. EXISTING SITE VACANT 28,220 SF PROPOSED COMMERCIAL/RETAIL; 9,960 SF FUTURE COMMERCIAL/RETAIL SUBDIVISION STREETS. • CURB & GUTTER WA TERSHED: THIS SI TE IS NOT LOCH TED IN A RESERVOIR WA TERSHED. TOPO & SURVEY.- TOPOGRAPHY AND BOUNDARY PROVIDED BY ROGER RAY & ASSOCIATES TOPOGRAPHY WAS FIELD RUN IN AUGUST 2016 AND TOP WAS FIELD VERIFIED IN DECEMBER 2016. BENCHMARKS 1. BRICKNAIL AT THE SOUTHEAST CORNER OF THE DROP INLET (EL. 457.79) 2. PAINTED SQUARE LOCATED AT THE NORTHWEST CORNER OF THE DROP INLET (457.44). J. TOP OF SANITARY SEWER MANHOLE #4 (EL. 429.89) 4. SOUTHEAST CORNER OF CONCRETE SLAB AT PROPANE TANK (EL. 424.27) DATUM: ELEVATIONS ARE BASED ON NAD 83 DATUM. EXISTING VEGETATION: MOSTLY WOODED WITH PREVIOUSLY CLEARED AREAS. CRITICAL SLOPES: CRITICAL SLOPE IMPACTS PREVIOUSLY APPROVED WITH PHASE I DEVELOPMENT PLANS FOR NORTHTOWN CENTER. DEVELOPMENT PLAN WITH THE APPROVAL OF SDP-2004-024 AND SDP-2004-045. THIS WAS APPROVED BY THE PLANNING COMMISSION ON OCTOBER 18TH, 2005 AND THE BOARD OF SUPERVISORS ON NOVEMBER 9, 2005. SEE THE CONDITIONS OF APPROVAL FOR THE CRRITICAL SLOPE IMPACTS, LOCATED ON THIS COVER SHEET. FLOODPLAIN: THERE IS NO 100-YEAR FLOODPLAIN ON THIS SITE. THE 25' STREAM BUFFER IS SHOWN ON THIS PLAN. LIGHTING: THE SPILL OVER LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (112) FOOT CANDLE. EACH OUTDOOR LUM/NAIRE EQUIPPED WITH A LAMP THAT EMITS 3, 000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR S`YELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWVAY FR(�,",4 ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. RETAINING WALLS. • RETAINING WALL PROVIDED. MATERIALS SHALL MATCH EXISTING REDI-ROCK RET�,1NING WALLS ONSITE THE RETAINING WALLS CAN NOT DISTURB THE PERIMETER UNDf/STURB[D BUFFER FOR THE WALL FOOTINGS ON THE REINFORCING GRID. MECHANICAL/ HVAC EQUIPMENT ALL HVAC UNITS SHALL BE ROOF MOUNTED. MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR. TRASH COLLECTION: DUMPSTER PROVIDED ON PLAN. ALL DUMPSTERS SHALL HAVE A 10 X20' CONCRETE PAD WITH A 6' WOODEN ENCLOSURE. ADJACENT PROPERTY OWNERS. • SEE EXISTING CONDITIONS, SHEET 2. PHASING: PHASE I - EXISTING BANK AND FUTURE COMMERCIAL/RETAIL & OFFICE USE (6.93 AC) PHASE 11A - ONE (1) MIXED USE BUILDING & PARKING AREAS (5.11 ACC PHASE 118 - PROPOSED TWO (2) COMMERCIAL BUILDINGS, (1) FUTURE BUILDING & PARKING AREAS (3.82 AC) PARKING: PHASE ll PARKING REQUIREMENT (4.75 SPACES PER 1,000 GROSS LEASABLE AREA) PHASE IIA - 45,600 SF BUILDING (36, 480 SF GLA) PHASE //B - 28,220 SF PROPOSED BUILDINGS (22,576 SF GLA)' 9,960 SF FUTURE BUILDINGS (7,968 SF GLA) 2,150 SF PATIO (1, 720 SF GLA) TOTAL PHASE Il PARKING REQUIRED: 68,744 SF11000 x 4.75 = 327 SPACES REQUIRED PARKING PROVIDED: PHASE IIA - 206 SPACES PHASE //B - 124 SPACES TOTAL PHASE ll - 330 SPACES PROPOSED TRAFFIC GENERATION: TRIP GENERATION CALCULATIONS BASED ON APPROVED TIA FOR SHOPPING CENTER ADDITIONAL UTILITIES. WATERLINE AND SANITARY SEWER CONNECTIONS SHALL BE MADE TO EXISTING UTILITIES ON -SITE. STORM WA TER MANAGEMENT FACILI TY- PROPOSED DRY RETENTION POND SHALL ACCOMMODATE. STORMWA TER MANAGEMENT RETENTION REQUIREMENTS. NUTRIENT CREDITS HAVE BEEN PURCHASED FOR WATER QUALITY REQUIREMENTS BUILDING SEPARA RON: BUILDING SEPARA TION SHALL BE A MINIMUM OF 10 MAXIMUM EMPLOYEES. • 40 EMPLOYEES AT ONE TIME TOTAL PHASE 11B PAVED PARKING & VEHICILE CIRCULATION AREA = 51,817 SF IMPERVIOUS AREAS: BUILDING = 38, 920 SF SIDEWALK = 9, 563 SF PARKING/TRA VEL WA YS = 51,817 SF 9 N 9 aim -ME RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT SCALE: 1" = 100' WOODBRIAR ASSOCIATES FIRST GOLD LEAF LAND TRUST CHARLOTTES VILLE, VA 2 2 9 0 5 FIRE DEPARTMENT NOTES 1. CONSTRUCTION TYPE IS MASONRY NON-COMBUSTIBLE (ISO CLASS 4, IBC TYPE IIA). 2. KEY BOX IS REQUIRED BY THE FIRE DEPARTMENT. THE FIRE DEPARRUENT SHALL BE CONTACTED DURING CONSTRUCTION TO DETERMINE LOCATION, ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOI7ESVILLE, VA 22902 434.293.3719 ���GRorJNa /E `�H SROAD T R. COLLINSZ No. 035791,E A7ev j0NAL PROJE, SITE VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 SITE PLAN 4 GRADING & DRAINAGE PLAN 5 PROFILES 6 NOTES & DETAILS 7 LANDSCAPING PLAN & DETAILS 8 LIGHTING PLAN 9 LIGHTING DETAILS 10 I DETAILS & CALCULATIONS 10 TOTAL SHEETS CONTRACTOR SHALL ENSURE THERE IS NOT A NET INCREASE IN FILL IN THE FLOODPLAIN, AS SHOWN. LEGEND ROADS' EXISTING CULVERT ,,,__,_,,, EARTH DITCH CUL VERT DRI VEWA Y CUL VERT O DROP INLET & STRUCTURE NO. BENCH MARK CURB CLEARING LIMITS I CURB & GUTTER PROPOSED PAVEMENT =- VDOT STANDARD STOP SIGN EC—JA DITCH--------200-------- EXISTING CONTOUR 6" DEPTH OF EC—JA DITCH — 20o PROPOSED CONTOUR __._...__..� EC-2 DITCH 240.55 PROPOSED SPOT ELEVA TION ,�— TBC DENOTES TOP/BACK OF DEPTH OF EC-2 DITCH CURB T/B DENOTES TOP OF BOX APPROVALS I DATE � DEPARTMENT OF COI1.f1 UTNITY DEVELOPMENT ENGINMER INSPEC TIO`IS ARB DEPARIN/lEINIT OF FIRE RESCUE ALBENLAIRLECOLTNTY SERVICE AUTHORITY VIRGINTIA4 DEPARTMENIT OF TRANSPORTATION HEALTH DEPARTIMENT z z U-1 U.1 ® o U U C D ® o ii "_; n v� ¢ Z J Z Z U.J Uj L Q LULU tea W a a M LLJ � � Ice Ul REeaT(fing ICq_u sT-'o,- modifica1ion_fs'_ Cti Un 4,:.3 to>,tlow a:tivtt� on critical slones; Tnc Crtrcal slo es Nail i fui Northtown Center was approved based on the firidin thattl Ce su cu apph Cation 3i the requirements oftjeg1io F t _2, would not for" drd the p urp.i rs of mi, chauttr that otherwise serve. thepublic' health, safety orwelfare,or that all ernativesprc aced byChedeveloper would satt fi.hrisepurpos sa;leastto an rnuiwalent degree, subject to the following conditions: T,a-?htown C c u.r Wagx 2e'4 October 28, mUQS 1. fit addition to all other erosion and sedhne<it control measures that may he required by the Water Protection Ordinance, the applicant shall provide erosion and sediment contra of measures to assure; ce the satisPiction ofthe Program Authority, that it is providing hightevels ofeffectiveness in coatrolling sediment during construction. These measures shall include, but net be lin ited to a A constr moon schedule tli$t iltii kritZCS the duration of disturbance (e.g., phasing of the erosion and sediment control plan), b Using high etiietmncysedimentbasms designed to include the use at'tinecuian& o, Matting exposed stapes as determined appropriate by the Prograntn authority: d. The c.c atmetar shall have R spowible Land Distvrh r ("RLD w an the site throughout the period during which the site is under construction. The `RUP"shatl maintain a daily erosiori and sediment CUntroiinspection log_rnonstanngthalerosion and sediment controlmeasures are being closely monitored nitored and deficiancies are being quickly repaired The `RL D" shall assure that all control measures are being maintained in optimal ourujition.. The log shall be made available for inspection by the Prolimm Authority at wry time during regular business bour& e, if determined to be necessary by the Program Authority, the surety sequined by Albemarle County Code Section 17-20? shalt include an amount determined by the Program Anthortyle be reasonably necessary to take Corroct)ve action to repair or restore dtlwastream proportles damaged during construction by runoff or seditnera, 2. In addition to all other storm hater management reopiirements that may be required by the Water Protection ;Ord§ Rance: a. The starmwatermanagement',plan shall include_ additional treasures determined by the Progra n Authority to be necessary in order to capture, to the maximum extent practical, the runof,`roirn the site, both during and after cons ntcfion. bi The storrnwatermanagement plan shall include measures to prevent, to the fullest extent posgible! amaging conditions to dowvnstreatu properties and rut uiving waterway, frcrn occurring as a xesuit ofthe development of't,hc site, both during and after construction, c, to order to allow the Prograjn;Authorit'y to develop apprcpria(e measures to satisfy param aphs tan and (h} o''this Condition, the.applIcam shall submit data demonstrating the peak flow ofrunoff' from the site and the peak flow of runoff coming onto the site. [Albemarle County Codes Sections 17-31, 17-3I4(D)] 3. In the plan during construction on the sequence ofthe slornr water managernant addresses, the switching. over ofthestream flow, ifany; 4. in conjunction with the final site plan, sufficient Iandscaping.andscreening shall be provided to screen adjacent residential properties from areas ofdlsturbed critical slopes; and Ali of the other canditions recommended by staf . 0 CL fn L T C 6 LPL on as 0 �z � W V) W z aw U. U) o z J �0 L 0� LU 1---� 1--�i _ 0 UU ° U � 0 3 ° YX . +� N ° 0 o T T' E ° CD cT Z � W C0 w C0 z c� z° 0 W U C L Z � J J 0 O 0 � o 0 � C i 6 N o o D_ L6 on 7 � U 0 X 'y o U N i C � c LU d O _J ° c3 ~ N a ou LLJ LU E _r U .- 0 JOB NO. N 092029 0 U) In } SCALE AS SHOWN Q •� rn _ v 6 SHEET NO. Q Q) O o on to i-+ o � 3€ TMP 45C-1-P-12 TMP 45C-1 -P-1 0 TMP 45C-1 -P-1 1 N/F BRUMBAUGH N/F BANCROFT ZONE: R2 NOTES: N/F DOLZER TMP 45C-1-P7'13 ZONE: R2 USE: SFP ZONE: R2 N/F,HAMILTON 1. TOPOGRAPHY/SURVEY: TOPOGRAPHY AND BOUNDARY PROVIDED BY TMP 45C-1-P-9 USE: SFD USE: SFD #2923,'� ZONE:'R2. Y & ASSOCIATES IN AUGUST 2016. Z N/F EMSWILER #2927 #2925 Db- 1005 PIG 344' LICENSED LAND SURVEYOR ROGER RA ZONE: R2 USE: SFD' IN DECEMBER, 2016. DB 1006 PG 681 2. TOPOGRAPHY WAS FIELD VERIFIED DB 1630 PIG 1654 #21921 USE: SFD i A; 3. THERE IS NO FLOODPLAIN LIMITS LOCATED ON THE PROPERTY PER FEMA DB 1088 PG 42 #2929 DB 2107 PG 115 MAP #51003C01 400, EFFECTIVE DATE: FEBRUARY 4, 2005. z 4. MUCH OF THE SITE HAS ALREADY BEEN CLEARED AND GRADED UNDER AN 00 EXISTING EROSION AND SEDIMENT CONTROL PLAN. NO FLOODPLAIN LOCATED �'F 29V 4 5. THE CRITICAL SLOPE IMPACTS WERE APPROVED WITH THE PHASE I ON,THIS PROJECT. 0 (S-T BUFFE- SEI -06- G DEVELOPMENT PLAN ON THE PROJECT, SP2004-024, APPROVED BY THE 56- -1-A URBE PLANNING COMMISSION ON OCTOBER 18,2005. THIS INCLUDED IMPACTS TO THE: /20' �-" TMP 45C Z 0 ", N/F COAKLEY J S TBACK USE: SFD E -7,/ CRITICAL SLOPES LOCATED OUTSIDE OF THE 25'WPO STREAM BUFFER. ,Nt: R2 DING 50,13u-- -_4 " - 1 "i I , 11-1 , , ----------- EXISTING TREELINE DB 459 PG 233 To TMP 45BI 1 -A-4 N/F KUHN TM P 45,C-11 -A-26\ ZONE: R1 N/F; USE: SFD ONIEi R2 -7 #123 EXISTING TREE TO REMAIN DB 2202 PG 307 U Sk.� SFD, TING EXIS '#2917 WETLANDS G,,361 EXISTING BASIN RISER YB 2514 P & OUTFALL EXISTING REDI-ROCK RE TAINING WALL MAX HEIGHT 22" TM 45-11 OC First�Gold Leaf Land Trust )B 1,�94-386 TMP 45C-1-A-241 c TMP 45B1-1-A-2 N 'NiKANT OR AGI 3.82\A res, �/F RAJ IE RA E: R2 00 NIF BURTON OZO USE: S ZONE: RI F-D DB 1838 PG 154 #103 tUSE:SFD #2915 DB 1595 PG 68 EXISTING GRAVEL DRI EXISTING 20'UTILITY EASEMENT VE EXISTING WPO STREAM BUFFER D.B. 4296, PG. 275 EXISTING TREE TO REMAIN TMP 45C-1-A-23 N/F WEBB ------------ R2 ZONE: EX18TING REDI R06K r EXISTINIG WALL USE: SFD RETAINING WALL #29113 DB 1465 PG 273 MAX HEIGHT=22 EXISTING 30'PRIVATE ROAD ACCESS EASEMENT ---- -- - --------------- 4._ a- - - ------------------ - - - - - - - - TMP 45131-1-A-1 D.B. 4296,, PG. 275 EXISTING SANITARY ZONE: R1 EXIS TING N/F CRAIG, TRUSTEE EXISTING PARCEL ko WETLANDS EXISTING 24'ACCESS EAS] SEWER, EMENT USE: SFD D.B. 3577, PG. 654 (PLAT) #101 1C) U r EXISTING UTILITY EASEMENT DB 2409 PG 1 D.B. 4332� 'OG. 284, 288 (PLAT) C: Ln - ------------------------ 1, - - ------ - --------------- --- - - ----- ----------- - ------- S31'40 rn -1-A-22 103 !, ?- / 0 TMI�' 45C ----------- - -- - - --------------------- K�F WOOD -- ---- ----- -n PNE: R2 7n USE: SFD EXISTING STORM m DB\1405 PG 116 SEWER . ... ...... . __j TMP 45B 1 -8-2 ............ 0 EXISTING ..... ... . . . WETLAN ZONE: R1 U NIF TURNER TM 45-1111 First Gold Leaf Land Tr' st DS USE:SFD DI3 1894-386. #107 G) 4.96 Acres, DB 625 PG 2 TMP 45C-1-A-20 N/F LASSITER c7N USE: SFD EXISTING VAR. WIDTH '4 ZONE: R2 PRIVATE ROAD IV 16 PG 475 TM 45-110 M N ACCESS EASE D. B. 3 5 7 7, P G.E6 55T1 ------ --------- I-- ------- ---- ------ - - - -- -------- First Gold Leaf Land Trust 64 DB 1894-386 EXISTING 81" WATERLIM-- I 5.11 Acres . .......... ---------- ---- -- - -------- - - -------------- ------------- w w ---------- ----- .... ...... m - - ------------ w . ..... ........ ........... ----------- - ! ....... .. .. NIfARY XISTING VAR. WIDTH EXISTING SA ENT --------------------- - - — ----- ------ EXISTING D.B. 4296, PG. 275 z SEWER ......... . .... WATERLINE EASEM BUILDING -------------- ------- EXISTING PARKING LOT 71� N/F HEART LAND TRUST. L ------------ -93R TMP45 TM 45-111 C First Gold Leaf Land Trust ---- --- — ----- ZONE: HC --------- ---- - -- . . .. . ........... . . ...... . . . ... .... .. .... 1 14 Acres EX STING BIO-F TE DB 1464 PG 269 DB 1894-386 USE: RETAIL STORE SEMINOLE TRAIL — ------- IL EXISTING 20'PRIVATE - - - ------- - D.B. 4296, PG. 275 SEWER EASEMENT EXISTING BASIN TMP 45-11 1A PLANTERS BANK & TRUST 0.83 Acres DB 3577-651 1 f ....... ... -Cl --- -- - --------- ::50':bbILDING"SETBA w ,TH e-A SCOTT R. COLLINS�Z �--I Lie. No. 035791,'2�, ONAL Ln U) I-- F- z z LU LU 1;7 2: 2: 57 0 0 U U z 0 0 U U U 0 0 < Im 03 co _j 5 _j LU 13� LU Uj C' LLJ > Ln Ln LU Uj LIJ Ce Ui IN 1714 IN L9 CY) z C6 0 2- C\j (D 0') 0 C\1 -0 C\j Q (j) 0 Lu Of z -C LLI U) LLI > 0 L'i U) L.L u Z maymm F- 0 F--- 1 0 U 0 Q0) - 0 z C) W U.EO -0 U (D Q) C.) u Z -a) 0 2 w 0 U, 'X 0- Lu -j co x 0 (D Uj E -0 0 Ul C/) 0 (T LLJ ED 0 CO 0 0 U 0 0 �' U-1 -0 C 0 0 < D- -6 Q) U) C:) X .2 (D 0 C\j D 0 U LU 0 0 U) U Uj E r'n 0 LU w E CL V) -0 0 - ------------ JOB NO. 7 " -1 --7) 1 1 $ -I---,-- - .11 111 - - -i- " 1.11 1 � - . ... ........ . 0 UNDISTURBED -BUFFER AND PARKING S ......... 'n. ............ T, .......... 092029 �p ... .. ..... -- - -------- ...... ... ......... iii . ..... .... ............ . 7 U) > --- - ------ - - - - - - - - - - - - --- .. . .......... 7' - - PHtC SCALE - ------ --- - 3 ---------------------- - - ---- - - ---- r --- - - --------- ---------------- z' _,2: --- - -- ---- - ----- . .... ... .. ---- - - - ------ -------------- ---------- ------------ - ----- ---- ----------- ------- ------ --- -------------------- 0 60 80 U.S-ROUTE 29 40 0 2 It 1 =401 ---------- 5EM INOLE TRAIL ---- --- --- SHEET NO. Q) / . .. .. ... . ... ... . .. . ............. . ---------- - ------------- 0 co BLE WIDTH R/W U3 VARIA ----- ------- ----- IN 2 --------- - h f t' STATE -HIGHWAY PROJECT 6029-002-FI9) RW202 . . ... ..... . . GENERALNOTES OWNER: 04500-00-00-11000 FIRST GOLD LEAF LAND TRUST P.O. BOX 5548 CHARLOTTESVILLE, VA 22905 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST SUITE K, CHARLOTTESVILLE, VA 22902 TELEPHONE. • (434) 293-3719 TAX MAP NO.: 04500-00-00-11000 (D.B. 4659/ PG. 032) AREA: 04500-00-00-11000 — 3.82 ACRES ZONING. HIGHWAY COMMERCIAL (HC), ENTRANCE CORRIDOR (EC) & AIRPORT IMPACT AREA (AIA) BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 65 FEET (WITH ADDITIONAL SETBACK) MAXIMUM BUILDING HEIGHT = 35 FEET (WITH NO ADDITIONAL SETBACKS) PROPOSED BUILDING HEIGHT = 28 FEET FROM GROUND ELEVATION TO THE TOP OF THE PARAPET WALL EXISTING/PROPOSED USE. EXISTING SITE VACANT 28,220 SF PROPOSED COMMERCIAL/RETAIL; 9,960 SF FUTURE COMMERCIAL/RETAIL SUBDIVISION STREETS: CURB & GUTTER WA TERSHED: THIS SI TE IS NO T L OCA TED IN A RESER VOIR WA TERSHED. TOPO & SURVEY- TOPOGRAPHY AND BOUNDARY PROVIDED BY ROGER RAY & ASSOCIATES. TOPOGRAPHY WAS FIELD RUN IN AUGUST 2016 AND TOP WAS FIELD VERIFIED IN DECEMBER 2016. BENCHMARKS.• 1. BRICKNAIL AT THE SOUTHEAST CORNER OF THE DROP INLET (EL. 457.79) 2. PAINTED SQUARE LOCATED AT THE NORTHWEST CORNER OF THE DROP INLET (457.44). J. TOP OF SANITARY SEWER MANHOLE #4 (EL. 429.89) 4. SOUTHEAST CORNER OF CONCRETE SLAB AT PROPANE TANK (EL. 424.27) DATUM: ELEVATIONS ARE BASED ON NAD 83 DATUM. EXISTING VEGETATION: MOSTLY WOODED WITH PREVIOUSLY CLEARED AREAS. CRITICAL SLOPES: CRITICAL SLOPE IMPACTS PREVIOUSLY APPROVED WITH PHASE i DEVELOPMENT PLANS FOR NORTHTOWN CENTER. DEVELOPMENT PLAN WITH THE APPROVAL OF SDP-2004-024 AND SLIP-2004-045. THIS WAS APPROVED BY THE PLANNING COMMISSION ON OCTOBER 187H, 2005 AND THE BOARD OF SUPERVISORS ON NO VEMBER 9, 2005. SEE THE CONDITIONS OF APPROVAL FOR THE CIRITICAL SLOPE IMPACTS, LOCATED ON THIS COVER SHEET. FLOODPLAIN: THERE IS NO 100—YEAR FLOODPLAIN ON THIS SITE. THE 25' STREAM BUFFER IS SHOWN ON THIS PLAN. LIGHTING: THE SPILL OVER LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE—HALF (112) FOOT CANDLE. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3, 000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRAAO GED OR SL IELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FRC)"11 ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC, ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE—HALF FOOTCANDLF RETAINING WALLS. ° RETAINING WALL PROVIDED. MATERIALS SHALL MATCH EXISTING REDI—ROCK RETAINING WALLS ONSI TE. THE RETAINING WALLS CAN NOT DISTURB THE PERIMETER UNDISTURBf D BUFFER FOR THE WALL FOOTINGS ON THE REINFORCING GRID. MECHANICAL/ HVAC EQUIPMENT ALL HVAC UNITS SHALL BE ROOF MOUNTED. MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR. TRASH COLLECTION: DUMPSTER PROVIDED ON PLAN. ALL DUMPSTERS SHALL HAVE A 1O'x20' CONCRETE PAD WITH A 6' WOODEN ENCLOSURE. ADJACENT PROPERTY OWNERS. • SEE EXISTING CONDITIONS, SHEET 2. PHASING. PHASE l — EXISTING BANK AND FUTURE COMMERCIAL/RETAIL & OFFICE USE (6.93 AC) PHASE IIA — ONE (1) MIXED USE BUILDING & PARKING AREAS (5.11 AC) PHASE IIB — PROPOSED TWO (2) COMMERCIAL BUILDINGS, (1) FUTURE BUILDING & PARKING AREAS (3.82 AC) PARKING: PHASE lI PARKING REQUIREMENT (4.75 SPACES PER 1,000 GROSS LEASABLE AREA) PHASE IIA — 45,600 SF BUILDING (36, 480 SF GLA) PHASE IIB — 28,220 SF PROPOSED BUILDINGS (22,576 SF GLA) 9,960 SF FUTURE BUILDINGS (7,968 SF GLA) 2,150 SF PATIO (1, 720 SF GLA) TOTAL PHASE ll PARKING REQUIRED: 68,744 SF11000 x 4.75 = 327 SPACES REQUIRED PARKING PROVIDED: PHASE IIA — 206 SPACES PHASE IIB — 124 SPACES TOTAL PHASE it — 33O SPACES PROPOSED TRAFFIC GENERATION: TRIP GENERATION CALCULATIONS BASED ON APPROVED TIA FOR SHOPPING CENTER ADDITIONAL UTILITIES: WATERLINE AND SANITARY SEWER CONNECTIONS SHALL BE MADE TO EXISTING UTILITIES ON—SI TE. STORM WA TER MANAGEMENT FACILITY.• PROPOSED DRY RETENTION POND SHALL ACCOMMODATE STORMWA TER MANAGEMENT RETENTION REQUIREMENTS. NUTRIENT CREDITS HAVE BEEN PURCHASED FOR WATER QUALITY REQUIREMENTS. BUILDING SEPARATION: BUILDING SEPARATION SHALL BE A MINIMUM OF 10 MAXIMUM EMPLOYEES .° 40 EMPLOYEES A T ONE TIME. TOTAL PHASE IIB PAVED PARKING & VEHICILE CIRCULATION AREA = 51,817 SF IMPERVIOUS AREAS. • BUILDING = 38, 920 SF SIDEWALK = 9,563 SF PARKING/TRA VEL WA YS = 51,817 SF RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT SCALE: 1" = 100' WOODBRIAR ASSOCIATES FIRST GOLD LEAF LAND TRUST CHARLOTTES VI LLE, VA 2 2 9 0 5 FIRE DEPARTMENT NOTES 1. CONSTRUCTION TYPE IS MASONRY NON—COMBUSTIBLE (ISO CLASS 4, IBC TYPE IIA). 2. KEY BOX IS REQUIRED BY THE FIRE DEPARTMENT. THE FIRE DEPARTMENT SHALL BE CONTACTED DURING CONSTRUCTION TO DETERMINE LOCATION. ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 UNDS ROgTH D l�J SCOTT R. COLL�INSZ U Lic. No. 035791 :. ;P0 oS(ONAL V"�) SITE VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 SITE PLAN 4 GRADING & DRAINAGE PLAN S PROFILES 6 NOTES & DETAILS 7 LANDSCAPING PLAN & DETAILS 8 LIGHTING PLAN 9 LIGHTING DETAILS 10 I DETAILS & CALCULATIONS 10 TOTAL SHEETS CONTRACTOR SHALL ENSURE THERE IS NOT A NET INCREASE IN FILL IN THE FLOODPLAIN, AS SHOWN. LEGEND ROADS - =__ _ _ _ -1 EXISTING CULVERT EARTH DITCH CUL VERT DRIVEWAY CULVERT A DROP INLET & STRUCTURE NO. C BENCH MARK CURB CLEARING LIMITS CURB & GUTTER - - - - - PROPOSED PA VEMENT- VDOT STANDARD STOP SIGN EC-3A DITCH ----- --200-------- EXISTING CONTOUR DEPTH OF EC-3A DITCH 200 PROPOSED CONTOUR EC-2 DITCH 240.55 PROPOSED SPOT ELEVA 77ON TBC DENOTES TOP/BACK OF G " DEPTH OF EC-2 DITCH CURB T/B DENOTES TOP OF BOX I APPROVALS I DATE � DEPARTMENT OF CONINIUNITYDEVELOPMENT ENGINEER INSPECTIONS ARB DEPARTIN1ENF OF FIRE RESCUE ON I HEALTH DEPARTIMENT I I � •r rr Lij L i- 0 C) Uj I-- D Ul U) It'uE9rC�lrlat*'rE(kLS".St'TOr nlgdi;icaUon of S e tton 4,2_9'. to at low, aCtl.itf ca entree[slopes; hecriticai_sip}teaywai'es �itrNorthtown-CsriterWasappravedbasedairthe-findingthatLlrc-atrictappiicatono;- �U" the requirements ofSecdcr 4." w eul' not forward tf pu pu ofthe chapter th tt ate ei v se erw .£I f uhlic he4t1?h cage orn r fare o, t^at 3 rutrtiw s pi spesed ti the developer would sat „er those purposes at l ,,=st to at, equivalent degree, s bJec€ to the following eonditions:. T7azthtoas-n f;cnter tJc496er.28, 2titS5 � I In addition to all. other erosion and sediment control measures that may be required by the Water Protection Ordinance the applicant shall provide erosion and sedin eni eontml neast e; to assure, to J t e r file satisfaction of the Prograrr, Authority, that it is providing high levels ofefr'ecttvern sa,in coatrvllin sediment during construction. Thasc measures shall include, but not he limited to; a, A vunstruation schedule that rninhnizes die duration of disturbance (e.g., phasing of the Cc erosion and sediment control plan) b. Using high efficiency sediment basins designee( to include the use of llocculann,. Matting exposed stapes as determined appropriate by the Program ram Authority, t, The contractor shalt hive, -a R,,sponaible Lased Listener{"iLLU")on the. site .thr`ot Lhout the period duringwhich the site is under construction. The "RLD" shall maintain a daily erosion and sediment control inspection log dmonstrafingthaterosionandsedim ntaontrolrneaslues CD are being closely monitored and de iciencies are being quickly repaired The "RLD" shall assure thatsll control measures are being maintained in optimal condition. The logshatl be 0 ma e available far hnspectton by the Program Authority' ac an: time during regular business hours. e, If determined to be necessary by the Progranc Authority, tine surety required by_Arbemarle County Code Section-17-207 shall. include an amount dete;ininctl.b r thePrograats Authorhyto be reasonably necessary to take corrective .fiction to repair or restore downstream properties damaeco. during construction by runoff or sediment.. 1 In addition to all ether stone Water management requirements that may be required by the Water Protection Ordinance: a,The .storrawatermanagement ,plan shall include additional mcasunesdetcrmirledbv.the .Progrant Authority to be necessary in order to capture, to themaximum extent practical, the. runaff front the site, troth during and after construction. It. The stcmNa!ermanagement plan sh )tincluue ceasniestot event,tuthefidleste;ttentprssib4e; .damaging conditions to downstrealn properties and receiv€rig waterways fromoccurringas:a result ofthe development of the site, both during and after construction, c, lil crderto alowv the Program Authority to develop appropriate measures to satisfy paragraphs ('a) and (b) el this condition, the applicant shall submit data demonstrating the peak flow of rutloff from the site and the peak flow of`runoff coming onto the site, [,Albonaric County Codes -sections 17-31, i"r-314(D)j 3. In the plan iuringcunsructiari:tltUsegtienceof'l}iestormv4atermanagement addresses the swviWhifig over of the s ream flaw, if lh}; 4: In'conjunction with itie final site plan; sufficient landscaping and screening shall be provided to screen adjacent residential properties from ateas ofdisturbed critical slopes; and -. All of the other conditions recomrocnded by staff, 6 � � w �w z ° w L (n � z J LU°° U U � 0 3 Q 0 � � Q x a ->J i= � U 6 z c � a w w to z Z 0 W U Z V) J � J ° O ° O o � T � c ar o Q .m U O x N U l.0 o 0 C = ° 's_ 0 JOB NO. N N In > SCALE ° �to AS O .� � v a > SHEET NO. o- w 0 N r � <�'_�TH Q7 N �� C4 14 SCOTT R. COLLINS'Z Lic. No. 035791,E .ado�� � kSI ONAL ��wZ ice- F-- z z LU W 57 57 0 O U U z ® J U ® 0 w J J ::D < < U) F_ m cc Q Q W H 0� 0� Q� W W Q d W W H H Uj w ce ce- Q '� aU 't 0, :' ( /' \ ACSA UTILITY - < -Ill 'l r: <„ - �v t� Div=vv��N vD ..-L.5V 1�L_1✓v o' \ ? ` EASEMENT I $ O SF i (" ,97 \', "I ' ♦ 1 a i 11 3� Lq� 0 ♦ FDC LOCATION \, :� 3 I',� fr �. a t r I. 4�7 So FFE 1.11y '� � -? <= 3 EXISTING WALL i 9 I. PROPO ED 1" C MMER IAL = \ �� w i a €%1 1 kr .. a I PROPOSED RETAINING WALL ` 3 i :i; I$ WATER METER WITH VAULT a _ HAINDRAIL TO:_ INSTALLED I I ... .. 20 ACSA UTILITY - \\. .. ... ...... _ _ i '� �zi m t , } ! A>rONG EXISTING WALL PER I :': " EASEMENT (TYP.) PROPO ED 6 FIRE LINE- --� PROPOSED 6 L 5z !, �, i : ! PHASE iiA.=APPROVED PLANS 3 VDOT STD. CG-1z {TYP.} f ..._._ , / f ` = WATERLIN & FIr.. LIN........ L":.:" a - u -=� i% THERMOPLASTIC STRIPING ��' i .1 \ �']' /Jfj ! , a a I _.� -- — I JF RA�9NIKANT OR AGHEA, ♦ FOR PEDESTRIAN CROSSING TYP.) �, f a P P NOUT i i ( �' �_4. $ I y. ONE . R2 =� �; Z i . , 'Z i !� 0- a1. �i' O I. re_� v I lgvO'\ 3 I 1r 1 3. a I, , e 1 :, USE, SFD rl. _ - I tt 11 —_ - 1 I'' d- ` a - LD r ! o FUTURE o$ B G Q VDOT STD... ..� :. PROPOSED DUIfS-TER PAD 3... $.. .. I '.j i D; #2 1 r' > _ p I \ �. , ;: _ CG z TYP.) I':. `° l , S 0! & ENCLo_.�RE, SEE _ ... g .'......... 3 /1", , l ... i z. 3 54 -'� f. I 1 . 3 ! DETAILSHEET6 .... '?�......... _..............._... 1 20 0 J.... .... FF a w. I 6 S/W r f: w : r' w. 3 I. w" , . w' D: �.�::' '.,<" a <" � . . ,, a . 1 1 . , I.. _ ... _ ,'_1 o } i ; a J. (. . _. I_ _._... IVATE ANITARY SERVI E LATERAL „ a - - - PROPOSED 6 PR 73 1 —�_ - — r w %. %J m _ — --- } I COMMERCIAL BLDG / � .� I' II ;-C rn . „ 5: a rr.-rrr�S I 5 r_ , � S i 5 s' S i I I I > 411-1) I . - I T' :D � - ... — — : I ,: a f .... , _ .� _ _ — — — J g. o S F TOTAL I) 1-... T , ' t F. �. 4" ;! II. ( . EXISTING GRAVEL DRIVE _- - - - - - - - - - - - .:: w _j 0 'j ::, ;7? .'..'.'..:. 1 `._ :.... FDC LOCATION 7 r z a o. (. 3.. I. - ; i........ 13 - - , a ! ` i �, I 'A :I . .. I;: I I. I 1" COMMERCIA .f Ljj - FDC LOCATION .. . .... . „ -, PR POSED FIRE PR O \ a_ f I. w I \ J a i. m d P: i6. 1 VAULT EXISTING TREE TO REMAIN ! z Y:::..:;< h � � HYDR NTASSEMBLY ...... .. . , WATER METER WITH € I' a y I J — a `�� COMMERCIAL BLDG J ; , .... ............ ... nn 7: ` ; s — ! / EXISTING vVPO STREAM BUFFER !n I,,�..I :! ; 1 1 � z , p '°'^�, _ _.. :': FUTURE ') X$ BLDG :: : °�.� w ,:5 � —.. — \ , a o S F o �....' , .. I. `., / 5,75 0 f _ a U $00SF oz i i. % 1 r ,�; i ; a h I a E 1 -- - 2 L� Cn a d / i 1 ;;,r _..... it I .. I _ PROPOSED 8 CL r. .. .,...... f. t \ti. sir TMP 4C 1 A ~ J t % P POS D 1 CO MERCIAL <..: .2C3 FFE :9 a. .� o 3 , ;i P }-�- r a >:: EXISTING WALL c� r a WATER METER WiTH VAULT ':.'...... ,.... ..... 5z DI WATERLINE ., 11. N/F V1f11 i t- a r i s 4.'.'. I:, ._. PROPOSED 6 1. I - a 1. TD. :' o / _ ____ ___ _.__ -�' I. EBB IF - _...............:�r. (. _. I E 1NE o i ;' a - II I 2 GRASS STRIP ,t i '' _4 G-z 1F / i_ 1 k9 EXISTING REDI-ROCK } / I, ...... .... J � . ....":. �"... 1 C ( ) . E: FD r �� a;. I USE: S 1NG WALL ; 'A a -.. I � I _. 12 SIDEWALK RETAIN f II :i. i k { -- I 1 1a . h .f, l �-3 ' I ; k � I so ACSA UTILITY '.'," .; .8. ��i: 1'2 c o I' .. l : , -a - - 1 .. _ p MAX HEIGHT zz 1 :r , I e 3 V. �._..... ....._._.._..... LL- -o „ -. EXISTING EASEMENT TYP. -- I 1 - r .. g... i D B 7z - p l x < ,: 4 5 3 W ETLANDS .... I _ ...... .. .._.. :k c_ - -- - - - .. G2, 2 FFE ! : : ,, VDOT STD �r', �,; . ,i €,i 4;, 6' SIDEWALK _, _: r. , T I ., s I r ;i` CG-2 TYP, i�: � 1 0 3 _. I a ( ) ;, - ( 1 I 11 I ., �i� ' VDOT STD, .. .,,, _... -..... `"� i Q ' "::'9.. I I EXISTING IPARCEL \ v ,r EXISTING 12 .`,; 3 .; _ ? : }I.:: , EXISTING 20' UTILITY EASEMENT r.,, 1 N V. I I , ". CG z (TYP.) I 4 I , t C SANITARY ( r J" I �'°� ! 4zg6 PG. t - o <:- r i, h n 6. SIDEWALK io i I D B 75 Q 11 �> . } y _ _ - r N x SEWER ' 5 I 2 GRASS 5TRIP IL. I . - N m \ " . ; ,, 10 SIDEWALK .. _._ (;; ai REMOVE EXI TING LO OFF Iru f i o NG z ACCESS EASEMENT 1 s. EX]STI 3 i I+ ; � c 4cw \:. , f ;< - ...,, , ,.- E ND TIE-IN TO $ WATERLINE AT ,: I" D.B, PG.6 PLAT I i. !P I A { I ! ,- z:;L z � z � > ::- „ I BEND pp > I a I XISTING 8 G.V. WJ 11.25 II ,, _• U p I E _ a. f ..r ,� <.. _ .. ...:. .... .._..... :. g ^. J .. .._, t° ..sue .. .-%._._> G..: ,_ :..,.,......<:.:.:`ss !: .t ,.: , 1 }t' e .. .. .. -.•. { : t '3:i . , ? ; ,- _:-....,.�c.,.� ..._.P:: 2..m?:::�'.i.:":;;:2 e..... ,,.: .,.P.,,,r...m ._._. _.. ., r'- -} ENT ?\; - y -, - I TING UTILITY EASEMENT I EX S 1' i` ' i r - ;i \ 'I .. „ - ! ; I. t.., 'f c I r o '� j i / 1 z PG.28 z88 PLAT 1 D.B. ) . , ; _ _........... f ¢ ( J ( Ii ; 433 , 4, 1 , 1" 3 _ w k:" ( (i I. 1. f i, j , r 9 I r C� �z Ul c� I J i a. L - r;, C- 'i� . - - s - - _- J, \ v' € - } -- - - 10 _.. - I 1 — ._ - i , _ F-- I3: — .` _ — _ .� 7 — _ — e _,I i I ,t I .. -- 1-A 22 - _ 'r ....... ..1.. ..d.1. P 45 w \ _. -- lp r � , .A ' . t; , :.: ....... .... ....-.. ___ .. __. _. -._ .. .. - - f ANC - ___. _ __ sY-_?`f� ____ -1 tl _-. -.1 _ - _- - . a . - 11 j� i � o , C- - � M ,I, . \ i :€ i I , �, jw5';.G".� I I it >- % w p } ! ?. :r r EXISTING o' PRIVATE ROAD ,fir NE. R2 z cr � ;, � ._ --...-----------------...------------ - - w 3 w...K --- ---- ---... t--l. pTg� - 9 �' " EXISTING 8" WATERLINE ! t �' \ i ( ACCESS EASEMENT ,-'-, 1 I — , � z i ; s , D.B, 4 9 I� 1 W r� r n USE SFD 11� 26PG275 J� r to # \ I i I€ .. ` .,�.:.;� :- .�-.... { w ,.. j% ``'� 4 ram-�i f i L `' i'I ! I I I I i i �' '� 0 1 - I .y I I I i }— o } EXISTING STORM I ; �' D8 G 3.1,E p _, 1 I 1 ry I q } a ]j� i... g !t ;£ :1 ,ate !{ _..�," , {! 1 i .i I) ! ; I I i k ! { , I - x I_ G-� i ":' ! f i -O I\ I 7> i .. r ,f , i ! SEWER ( I i 1 _ ;I --1 h I ?� C „mi _ I _ 1 - -- - __ 1 y� .:. i I i 8' , r �,_�:.: ,% Ir, a r., i ! ate.__:.-1 i 1 �I t - n _ - --- - , , _ .. % � (�- .-.( L O I i -_ I- 1 4 " j cc 0- 6 t .. ( - - - - - - - :r o — — - a _.— _ -- _. _ v . _ z i �. k y „ - :. I. .'1 e v r .a._. :. ".: o n .F _• .L z d it ,i t,- l I r. r. , - _ .. .: W __ - - TM �F \. EXISTING 1 ..�. .._ �r. _-- . - -- _. 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'.. - I 's � ( (,'`r rj .: "'y I i , € t` ..1..L ACrL t-� {n -O +� 1, i , , I I i r„ F � ir:,- ' !� I S � _:_> /F LASSITER { }} i ii 1 f/.� v a I, j a I !., s. f� l `�' l� ( i.n._i,_i....,�-_-'�. .C..: t,:x�,t :",i i ! ii ~~' ! ( t/.i .rj.„ I; -r ,I +.r ...Y f�`-'`,.�j ✓;...�`__?...F.J..: =' -O C %! i 'r.^ 1�� mod' ( _/ i JOB NO. Q _ EXISTING VAR. WIDTH j 1 i I . �. jt` PRIVATE ROAD _, ( -.. - , —,i I /�9/��777 - „ �3 I I ,- _. ACCESS EASEMENT « — ,` i "' � d92O j;� I y --� --' _ - ---- I4 ry p� I! is N 1 ,; _._. -:-_:_ -_ _.._ :_ __.. .-..-. ._ r ;�':��_ �J.. _-. f C,'$�.. __I y _ i� (i 1L '4i 6 - ! ti N PG. 6 1 - , > D B --__ �i E } 9 9 ff i 3577, 5 ;I. I I 1-: I 1 ' r' j _ a r ti ;;;k ' SCALE i, ;a FI a -: j" I r .- I DB 207$ PG 75 _ C J ff f \ p 1 a 120 I € S + 15 30 60 i> s __ i ! i -- , li -- i ! 1i , ? ,. a i ! rf. J., j 30 0 \ , r ___ —, _ _� i I T I r , a 1-. 4 1{` �' J : o € , ,i° i ,� ,,,. ~.~ . ,. ...... .. , I I I r ! , �' !-'� i t A! e 9 r 'Y �Y ,Y_y �_ s•-•�`, , s_ !. I, y :. ,a I r.0 n 1 r-._.._-cz..:,,_.__�. r.___2 n_�.a__..-_,.__ 1e, !III/,i f, t, ,t'',� -K, `f%"x"`z C ; : i ; S S ;; . , _._ c, '-.r_�.—r __C'_— _�..--_,.__,c.._ % I I I ,/,�. .s r a=.�i..- ...;�.:�.r .r..-: t` f t p > — — ..__ r > — — — — — — — [; I -- ! I =.i - ----- ----3 - - - SHEET N --- I S O. v i I 4 — �-- --- _ — j 1� ; , _ —. — —: — 11 - _ �__ ... �:- ___ i :.. -.._ _ p - - IN FEET — .R `7 Ili ' —I _..........:-......_. _-_ : _— ,—-._.._..... ____ __ ..._.:._.... _..—..- s; ..... 1 ---' :-. :f' _.....____ - ya+ _-_._..__ -' - .--.------ ......_....._ cii--_—__-_—_ t1;i--..... ........ .. _.- u+v-_-- _ lr i r - _ `fir co rr ` 0 — ' — >;, --- ..... :':;.. , -_".,-- a -,, inc Z = 1, s 1 _�-_', - I— � -. i;Pi u' I U � I 9 ( 'r 1 I ft of �,\ .:: 'N ' . I ' Structure Area (Acres) +Cw tC (Min.) Station 2 0.11 0.90 5.0 6 0.54 0.90 6.0 8 0.42 0.90 6.0 10 0.06 0.90 5.0 1013 0.10 0.90 5.0 12 0.42 0.80 5.0 14 0.10 0.90 6.0 16 0.06 0.50 5.0 18 0.43 0.70 6.0 YD-1 0.66 0.35 9.5 YD-2 0.09 0.30 7.5 YD-3 0.10 0.30 8.0 YD-4 0.03 0.30 7.5 ROOF 0.15 0.90 5.0 TRENCH 0.09 0.90 5.0 '�- - i I. , ,? 10 1�O EXISTING 30'PRIVATEROAD I - =� --- -- r = y -w I :r -- ---------------- 1 � �.6 Tc ACCESS EASEMENT .v, .�. " { l --- -- - D.B. 4296, PG. 275 DRAINAGE DIVIDE (TYP.) �. f (! s I ppq I ( I 1 I I f I EXISTING STORM I i i pp i r k F { SEWER j 1 I jqq 1 I 3 1 , i -� - --_ - -1 . (x - -- 1 ;.. _ r EXISTING 1.. _ i Gu ^ 1� (T7 i. , i ( WETLANDS 1 �" _ - 1 l A l - 6..1 1 ; z�' L �� i : °I 30 0 15 30 r. .. 60 -- 20- :.,+',, j t 4 , : { `. ]_ N ' ]J '4 ' I :. , ( :? ! i 1 i it . _...._._.___ li C.3) > ; ;l ! s S inch _ tt; g x TING i 1 4 I:: ( EXIS GANDER � I (:: r. MOU NTAI N EXISTING VAR. WIDTH BUILDING PRIVATE ROAD r. I a ACCESS EASEMENT i ; I � I) _A I D.B. 3577 PG. 651 I' i - I - I 5 I I _' - - _ _ ._. -- s --- - -- = I i i t ; I IT j 7r2a „ _....... ... "r 1 r.wa'- " ' EXISTING $ WATERLINE r I I pp ,, ._ ...a w ten»-.........e ...�+a:. vq I ---------__®--- -_----------_----- ---Ir- i DRAINAGE DESCRIPTIONS STR. PIPE INFORMATION INLET INFORMATION NO. DIA. (in.) LENGTH* (ft.), SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE RIM ELEVATION COMMENTS YD-1 24" YARD INLET 477.00 12 7.50 3.33% 469.00 468.75 HDPE CO-2 CLEANOUT 470.75 12 50,90 5.45% 468.75 466.00 HDPE CO-1 CLEANOUT 468.75 12 16.010 6.25% 466.00 465.00 HDPE YD-4 24" YARD INLET 481,00 12 59.510 6.72% 476.00 472.00 HDPE YD-3 24" YARD INLET 477.00 12 85.510 10.53% 472.00 463.00 HDPE YD-2 24" YARD INLET 471.75 12 14.010 12.50% 463.00 461.25 HDPE DRAINAGE DESCRIPTIONS STR. PIPE INFORMATION INLET INFORMATION NO.• DIA. LENGTH` SLOPE INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION COMMENTS 18 DI-3C CG-2 8 465.95 VDOT STD. IS-1 REQ'D 17 15 50.36 0.50% 461.50 461.25 RCP 16 1 DI-3C CG-2 4 466.95 VDOT STD. IS-1 REQ'D 15 15 138.47 0.50% 461.15 460.45 RCP 14 DI-3C CG-2 6 466.25 VDOT STD. IS-1 REQ'D 13 15 86.57 0.79% 460.35 459.67 RCP 12 DI-3CC CG-2 8 465.67 VDOT STD. IS-1 REQ'D 11 15 18.51 1.78% 452.33 452.00 RCP 1013 DI-313 CG-2 8 467.87 VDOT STD, IS-1 REQ'D 1OA 15 114.78 0.87% 463.00 462.00 RCP 10 DI-3C CG-2 8 467.13 VDOT STD. IS-1 REQ'D 9 15 53.48 3.21 % 461.90 460.18 RCP 8 DI-3C CG-2 8 465.50 VDOT IS-1 VO STD. REQ'D 7 15 68.63 O 4.34 /0 460.08 457.10 RCP 6 DI-3C CG-2 8 461.90 VDOT STD. IS-1 REQ'D 5 18 130.87 0.50% 457.00 456.35 RCP 4 MH N/A N/A 466.15 VDOT STD. IS-1 REQ'D 3 18 71.42 0 0.84 /° 456.25 455.65 RCP 2 DI-3CC CG-2 8 463.65 VDOT STD. IS-1 REQ'D 1 18 16.02 3.12% 452.50 452.00 RCP �TH 07 00 SCOTT R. COLLINS'Z �- T-) Lic. No. 035791 F- ru'- z z LU W o U U z O J r a 0 Q G W J ®1 J z ®57 _j W W m J Ce J � UA W LU Uj W W � Q WUj W N Fla GAG CC ce i r U U O s2 cc ILL >2 T C O N O O Q 06 z 0 Ld W U W z O W U oz ° J G co� o X. 66 0 U N � U 0 •� O 3 Q a� Q x x 0 ccs < T ILL._ E O C9 z W W U z 0 z w�° U J n 0 o ° U U 0 4- Q ° T � Lo o� Q� � � U O x ., N U L rn ! LUp O J O U }- ° w LU F n U) °o 0 JOB NO. Q 092029 0 v 0 m > SCALE o lit-30' ° (n _ C 0 SHEET NO. o ccn co� U O ROAD .NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADEE, DRAINAGE EXCEPT PRIVATE ENTRANCES SHOWN HEREON ARE TO BE RCP WITH 1. ALL PIPE CULVERTS, E , A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE SPECIFICATIONS UNLESS S ORTAION SP OFTRANP WITH THE VIRGINIA DEPARTMENT OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER.DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MU ST BE SUBMITTED SHOWIN G THE MATERIAL L MEETS REQUIRED GRADATION FOR TYPE 1, //, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMiLL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASF IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 Cam? 0.3 GAL./SQ. YD.). VIRGINIA ACCORDANCE WITH CURRENT D IN FACE TO BE APPLIED 8. BIT UMINOUS SURFACE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROAD WAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPOR TA TION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WA Y. LIST >: GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTR UC170N WITHIN ANY EXISTING PU BLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PREMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DESCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SIL TA TION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J:1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABiLiZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). GENERAL NOTES: 1.11 'L THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNNG TO BE CLASS A-3 CONCRETE. ICLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH 4N THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE - WARNING MAY BE USED WITH THE APPROVAL. OF THE ENGINEER, TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PF.RM7SSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS, R 3 T - T PR VIDEO FOR DOWEL BARS 0 4, AMP FLOOR 5 ARE SI HOLES MUS BE O AES I THAT -A- PRECAST RA NG FLARE, PRECAST CAN BE CAS= IN PLACE'. AFTER PLACE -MEAT OF ABREAST RAMP FLOOR. PRECAST CONCRETE SHALL. BE CLASS A-4, ,MI.{ 5. REQUIRE[) BARS ARE TO BE NO, 5 X 8" PLACED V CENTER TO CENTER ALONG 12'i M BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAW FLOOR. MIMMUM y r -�'E-- CONCRETE' COVER jllel _ 12=1- MAXT - 6. CURB I CURB ANDGUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS NNE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTIER, TYPE B 7, CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL 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 , I.li - AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOR - BE LOCATED BEHIND VEHICLE. STOP LINES, EXISTINC LIGHT, POLES. FIRE. 146Ax HYDRANTS, DROP HdLETS, ETC, ACCESSIBLE ROU'EE5 PROVIDE A CONTINUOUS .y ,p UNOBSTRUCTED, S7A8 E, FIRM AND SLIP RESISTANT PATH CONNFCTING ALL -J�- - 12� Y ACCESSIBLE ELEMENTS OF A FACILITY T14AT CAN BE APPROACHED, ENTERED 9'�M4r,,Tt AND USED BY PEDESTRIANS. 5 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2.`" AT X ; 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION THE CURB OPENING IS PERPENDICULAR TO THE CURB, J AT .'B.`:-K ,SAME AS TOP OF CURB 9- TYPICM GONCDATERE'fE SID WALK IS 4" ��tHET�CK�5, WHEPA�N� THE ENTRANCE RA46CANN TYPE C. RA REFER TO S R41 RDE4GIR3, COMMERCIAL ENTRANCE (HEAAVYTRDGN PARALLEL. & PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHAPED USE PATH 1,6" - 2.4"_ TRUNCATED DOME v-17"iT O O C G- 1 a 0 0 0 a 0 0 0 a a 0 0 7..... +a. °4 a a a 0 0 O a.O O a a p Q O 0 a 0.2" _-I �_-",�`.R, DtAMETERIAMETER a a a a O t1 a s 0 a a O 4 9 O _'-l- a o a o o a a o 0 o a-o a o-a L4" VARIABLE METER 4'MINIMUM. TRUNCATED DOME FAY LIMITS DETAIL DETECTABLE WARNING DETAIL SHEET i OF +. CG-12 DETECTABpLgE� WARNING SURFACEFEFFfer REV. 7/0.5 GENERAL NilTES105 20705 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 ,_x..f REDI-ROCK RETAINING WALL Ls;# T a 4ORE,'".Ai"1vsAte,00.1,B(" is Jmir�I� 1 &i a�A E L%�;t ��T0 ,L `a P67, � r4� 5t �s�ff2 �:f �'I-11_4_A� t 1 E 1`? T, :' ' f�`,l,Az� ',ITS= L� a1 A.'T. , A � £�I T pi 1i :"i�E,r�,�it,.�sA L ��9,A§a,, zZ?' ' J,f,1,�e;Mkh, Y �4"�"14rtz;?�rs4�s�2Z s. F -..a _.�+ �y. -A,o L LT' � , , SCALE: 1 „_5� (V) FACE OF WALL AT BOTTOM v�Ar�m'xri°T���,t:t r a 4' >. y�1- � .ta F� � 1 "=50' (H) 1. ,- -ITS 1 & i . - , 16;(( "�° qFF i ; . I`aA L �";;:,m EDGE OF BACKFILL II-. � qj� F%61SFI V',z�'`T.'�aTlVATR �.,tN SLVF: CI T E 4 _'1. :,.&�''i:.. P f- 'r `W.''1{_'. ia:,{ :r .€� L rFarik �iP INSTALL FILTER FABRIC tTE ��_ ` q1 1, w FACE OF WALL AT TOP-''-, - BETWEEN BACKFILL . , . , a. 1,. a s� awt ,€F+:i r��-1 µr a tAz Pear,, r am. ni r r 1L f - STONE AND TOP SOIL . �,1.,1,K): " q°t ,. Ti < -'-Qtl T. =t 4 z'7 'P l::d ; ' .7 �d . 07 n 7�f c -, 0,V TT` az S �a� , � SEE DETAIL ON THIS "ArKp- rr :' all r" JWa xe , i SHEET HANDRAIL -1 � L �.f* , =CF k , sppa t(' 4 POST DETAIL (€ yir4. j I'lly��prpy1 oo;znt9^{i.�i�i':ep..w'-,"r. � ,=r4,,io f, sii F"6: I,*'a Finw4 � Lft,ff 2_ ,! . g M,4U �� ( H P Y[ Py3 y I#4 0ri�-tt 3L F%-4-Ef*p-F. is'J � F. �.4%', 5 .46 4 L��Ae3L-53 I- 4 t+SA"&->J, .�e'�.^.t - a=vti4ll; eI k,;,A,Dsxi t i_i2 i n_, 0, �...tp� ���, a : .S" _:Ef' .,M. ,� .x1CK _ SEE DETAIL ON THIS-'"� SEE DETAIL ON THIS V_-� ��•--11 , � r = F7, P 1.��:MA__ Jr -. ,. " SHEET FOR 18 HIGH x41 . SHEET FOR 18" HIGH x4l „ :' �. 4. _ . .L1�_ .. �sii.� i r_� - . zr�;�, ::. r , , «i�+:L� _-r'Iarl_-'r ., LONG REDI-ROCK MIDDLE UNIT - LONG REDI ROCK , ,. , - ., I St,. F u ¢.. ,. t. 1 a -.. - ;, . ,. a- n : ru. : ,. b. r .. t �T. �'` rl .$. , i� , ,..1 : , ,, . 6D A ., N .: "i.: t. ."t 9 .".e -,. x - trf :. ::W.. � C! M ,,A1V i'A). , � _ :. (TYP.) PLANTER UNIT Tom}ii4,:i ,. ^ 1'T}., : (t)Y S....,.. . B'a:. a 45.4 .. n^Yq.�,„ .4 ) .4a. m.�f'i n` . .'� i4.. , G. A.., A i"^. �g mN i'f +.Nw, 4 S G."X ..,{"K� A�, r,,'k .._ " I &Wt T m.:, ,...� , 9^ x -,' @z.. 4�«,$'e[f§L,.:.s - T'E:-4.> ... u. Zt'=°A. I x.dS^, (� uw. 9.�.d. � :. 't A. �a pia,. � .. „< - _ . ,. S.m : e� iI y a,�k�i E.� a ,�e'T$:.I.ati T � Lwkdl� . � '� i �n F .d fi'r �,. - , __ T a 6 S TRACK 10 -20 1 E t f �.. �P f >, 51 STONE. 12 t=. ri 1�.11vai €1 La?T ':,:.s` aT: i. a,; s� : tl:I hP?k � A 1..,: e d` # fii%i `- i T L# i M �i � n 1 4'd €.;£dV1 i r ?L FOR PLANTER � a. � ,- n ),,a : T:9 S70W,,PNtIK ,A0, .t WO I.L Tr> ' S,S" �A,.w.I.�. ° �_ � - 1,T IFTza,T i ,,. BLOCK MIN. BACKFILL f 01WIVi talA5OtfTfIk, � i C , :o�; Tr?:r� T �l°; I „ 16 - 04" DIA. DRAIN PIPE. >. T F'a: 3 t:a3? 3 4° LAYBACK DRAIN TO DAYLIGHT. ,...,i t e ���( ����: �,� �� •.AA� - ,� » *Alb I .� 'Ti-a :�,���_�,� ;� � � �,��1<. � f°€ _ T�.,. ANGLE (TYP.) WEEPHOLES 40' 0 G. l L== 163 1 I, T` At- 9 91 , E O ;.I-11 47 �)> 12 SETBACK I T 1� ?, ,.,T- r L P- -3a, r€ x� J_,_ -' +, p'r-4f t BETWEEN COUNTERSINK BOTTOM LI12 .� - A',T� '7, 9FIt'A ¢*ALA iII t � TI- .:5L f,� -r,4 I �� T q FACE OF WALL AT BLOCKS (TYP.) BLOCK 12" BELOW � ; 0_40'` _ °"` ! "" I.. #. � TI19 � �� BOTTOM SHALL FINISHED GRADE & ANCHOR �,"a NS r ��L-S.0_� ogT14-Mu`4�'�' 'I :1L5� I�1i.. ABUT SIDEWALK 41 TYP. i ( INTO CONIC. SIDEWALK °rtis s:t _$�.I4 .4 . p COMPACTED VDOT „ 12 Tye _21u T .�_ Ta 5. a ''.. :.� : ter. -w _4 - STD. 21A STONE. 48" MIN �. 1 Lcg ass I:a Rix; l -,FACE- - � .I :, a-, �.. '=a � L s a$ ^. MIN. 12 LEVELING PAD 13Y*tL�- �L,ll ,r�5F. C ,PACT`t - �..� L.-, "i ��s:: 1pf� 1U1.i _:,�11 '�wa#�R.# ° NOTE: _,.: ; N'_KK - ., .. �. :.: . -,-,.: N ,�"e •, ... ,,,: .. �'L =. ..•, ^` �= �,T=` "°'�' 'Im rawpt-:L,AW��tlCg ?i .A of 4id''4-,:-'e 4"`T_ E' i 'k s , _fd ,aJ" .S. ': ^"es*,:F.:=..I... ," r.'i.bk3.S •i T "'ari^E" w?'°: 1. CONTRACTOR SHALL CONSTRUCT THE RETAINING WALL SUCH THAT IT ' ` ` � �- 8 ' '` '� °. ' 9, T � 4 FT-r '' P ' ° n DOES NOT DISTURB THE ADJACENT PROPERTY. i...S� f qL 3s�;ij: '.31 'ta T ii ',i?3. 1� .. '15. a,.�a•. �. ...,i ce*.,- '4,'. ,. �. g 'it 3..•. +...+'& i.,a«Is JF1_ ° & .,.' 'i tl �.:�i: &«P ".)# '� 1 ^,''L�' . 2. THE RETAINING WALLS CANNOT DISTURB THE UNDISTURBED BUFFER _ rMIDER ,�``# i" �. „ .. 1'�' �1����''�`' FOR A FOOTING OR REINFORCING GRID. IF REQUESTED, DETAILS WILL BE Q ) w� ..,e;� @, r p: _L�.. .: a 1I iLC� 1 =._I L A:=t+ALii `: `,c .'t°.zi 1LtIi, ; PROVIDED WITH THE RETAINING WALL BUILDING PERMIT APPLICATION THAT .,Y' ::', or ss,. r .. 41,. .¢z.. e. �d'T"£' w' .t`d'„J"(}x-.... x• ':.: s Lx,il _w d a ._ _ -� yry _ gA' ,, y yy : f, '{ 'a3 •'C�..:W.s'S �7 am Pw' "d t`lb .:: f4, 'e YS':':C E,•'-" .W'... -s of �`,.Yi .."t. bi=F' ', C' T"ka.fltA .!'8 !_:a. -11 SHOW NO DISTURBANCE OF THE BUFFER WILL OCCUR. . c ��D_,�R rwh T,� 104 � ( 'rt'v&:-S-14AU-g �,, �� 1A 0� � _4,rt *Ad.,,w�,_ �1�1>= ¢ 'I Of' S I4c", J o:TTO � _ "T "I'm lals .� n 1,1« "iF" :( F`el-i �=7�, , r qC; O "0 Imo' , IaE w il& �° ' �S� a� .4 T $: a�+�D4ratkEL�.,IGiItf1l a�?. ar.r11^ iF s I I _L 1-1.�'2":S�tbIaz , - 1 I I 28' Or-mdabfe)� Top i _4 r5 i -, m,0I Ai L. t ;it. :;' H : PEA � L €' : �Ixa� J : is", " �:�' E� i� r,"�vr � . T& J� s s �sL Tom: �15 � �i' is trA�i � 4�Raa i Ut ari l 2 .T A NOTES: 1) CONTRACTION JOINTS TO BE AT 6 O.C. 9- '.RAL TF , m "Al I Wa 'T `T� :{:.. ' `'T !: < ? :{> � - 2) EXPANSION JOINTS TO BE AT ALL CHANGES m : . �~AU,,I S7rA;T�T asp ,f `°_ I t iFA0 I IN DIRECTION AND AT 30' O.C. MAXIMUM. di :,i' I 6 �{ € , �'aPkLr ,rx ` ` ` ) G t a Q ' � a" 1 ^ 1?1 t Rbi i _ € s 9 T ' r T a 7?1 a : �) MIN. ADJ. TO PARKING 3 {8" PRE ECT WHEN r• Ct-_' - i" " t i.IN ADJACENT TO a I k >r4�: f 3t' I ] T^i 5 _1 i As_ I z E F i = a " '" a340' a w w4 _ I .j 3�8„ PRE -MOLDED 0 E ACE OF BLDG. �r tcT z . �T F Note: 1. Final des ign n of retainin walls shall be erformed b a structural en ineer and these desi ns are not art of this g g p Y g g p set of plans. The retaining wall designs shown on these plans are approximate in nature and are subject to change with the final design performed by a licensed professional structural engineer. This applies to all retaining walls shown on this set of plans. 2. Contractor shall notify Collins Engineering with the final designs of the retaining walls priorto construction for verification. 3. The following redi-rock block sizes with respect to the wall heights are an approximation. These values are subject to change with the structurally engineered walls, by others, and are provided for informational purposes only to assist with price and quantity estimations. Wall Heights Above Block Sizes Block Sizes Proposed Grade Above Grade Below Grade* 0-1.5' 28" 41" 0-4.5' 28" and 41" 41" 0-T 28" and 41" 41" 6_9' 28" and 41" 41" 0-10.5' 28" and 41" 60" 0-12' 28", 41" and 60" 60`) L1 13' 28", 41" and 60TI 60" * Concrete extension footers for block retainingwalls may be required. This is possible forthe entire length of the wall, but is most likely only required for wall heights in excess of 15 feet. An appropriately compacted foundation with backfilled stone and drain pipes in accordance with current regulations are required forthe entire IL'ngth of the walls. 24'-O" -0I"5'-O"I $'-O" 15'-0 4T'- 1 _O" (TAP) STEEL BOLLARD (INTERIOR) (TYP.) (SEE DETAIL THIS SHEET) 4d q. . ... A 5'-O" o a (TYP.) .I T o A'71B BRICK ENCLOSURE TO MATCH I . PROPOSED BUILDING (8" WIDTH X 7'-0" HEIGHT) ( A a " STEEL BOLLARD (EXTERIOR) l s a R% v #a (TYP.) (SEE DETAIL THIS SHEET) DUMPSTER GATE (SEE ti 2', 0T a DETAIL THIS SHEET) 45' CHAMFER 25'-4" 1 DENOTES 8 C.Y. DUMPSTER 6'-0(L) X 5'-6"(W) x 6'-8"(H) LAYOUT (2 PER DUMPSTER PAD) NOTE.- BROOM FINISH 6 x6" W2.1xW2.1 WELDED NOTE: BOTH DUMPSTER �2" -T A WIRE REINFORCEMENT ENCLOSURES SHALL HAVE 1.7" CLASS A3 CONIC. THE BRICK MATERIAL FOR . THE ENCLOSURE, %f� /,7" 21A STONE MATCHING THE BUILDING --COMPACTED SUBBASE ADJACENT TO THE DUMPSTER ENCLOSURE. DETAIL - CONCRETE DUMPSTER PAD BOTH ENCLOSURES SHALL NOTE : CONTRACTOR TO VERIFY WITH ON -SITE HAVE THE SAME WOODED GE07ECHNICAL ENGINEER FOR FINAL CONCRETE GATES AS SHOWN ON THIS DETAILS DETAIL. CIL GATE PIN 4 10' - 6" 10' - 6" ;i I Z§ STEEL BOL (EXTER (TYP.) DETAIL SHE I-- 111 FRAME v DETAIL - DUMPS7ER GATE DETAIL N DUMPSTER AREA NOT TO SCALE MATERIAL WHEN ADJACENT TO CURB , _--- - -0 so - - 1 - - �;� .. , a. *, �*.d����� ��! NMRSTA-011 215!i -1 I I==1=1 I I TYPICAL S ECTIO N CURB and SIDEWALK SCALE: NONE 2" SM-9.5 SURFACE C 8" 21-A BASE COUP COMPACTEE SUBGRADE ASPHALT PAVING - LIGHT DUTY PARKING SPACES & DRIVE AISLES NO SCALE 2" SM-9.5 SURFACE( 3" BM-25 BASE COUF 8" 21-A SUB -BASE COMPACTEI SUBGRADE ASPHALT PAVING - HEAVY DUTY ACCESS LOAD AND TRUCK ROUTE NO SCALE 4" 4" CLASS A3 CONCRETE (3000 PSI AT 28 DAYS, OR STRONGER) NO. 8 OR NO. 57 AGGREGATE COMPACTED SUBGRADE GRADED AND THOROUGHLY COMPACTED SUBGRADE RAIL POSTS 4' 0'C. TOP OF RAILING MI N. TOP OF POST CONIC. ROOTER 4N SEGMENTED WALL SITE RAIL GRADE NOTE: HANDRAILS SHALL COMPLY WiTH ALL CURRENT VIRGINIA BUILDING CODE REGULATIONS. pi-alB.T ePia i 2w :Usti: H-I ,;ALTERNATE FENCE POST DETAIL (t+a ulI ta= scale ) • 0 l .� • • . O.600:eo ei; ;.�..01 ��,•�����i 0. �..�. � v� - i MW 00 00 -00 0 o0(ly n 0;,00 " M%%i °8 oQOo°�o o O° O0 0 0 0 o O V � °-moo VDOT 57 #68 OR #78 STONE BASE 1' 6" UNDER CURB. STANDARD CG-2 NO SCALE Kr,,ah N;,, LII �:11 � ctbec I� I ,.,y'_c �r .:v:-„a �. 's:, ,�'j"a ,D['.£af :k..�Yfii f' ':.. ,I.I;,ig7.h,= 464 P1, ",. 2,� 41 0 : EI�T= tad at to ,OLae ^At3 alil . 1 ':. y a, F ., M�,y' �y C 3 �' ,3 G A'577 31C.-. x. , � %, I � C- - - -�, I- _ .............. ._,,......."'. � , I; � I - I IF , I , �� 0 � . I ; " 11, , � I � . . � � , � i� , a (a) I �. I G i , 0 ot I , I - I � L -- - ----- __ I u8-a, 414''1r!Ltd *�. A:.vi c t.mit / "?fir;',; .lTiit (iaU3i�iza+l ) a -Max 40&�,C - -: [-4a'r_'h. arT TsLcalm brs',iil T_, 6Cgrg_h,t I: ET; I . N'yt , 00 .,T Fence or Handrail Post wf Sleeve-It"Fence Post Sy,stern Max 8'-O" O.C. ,,, / Sleeve-Ilt _ 12" Dia. x24" Depth (rout Fill After Post Installation t,y1 Min 3,000 psi;CarOLit PVC /- Coated strut ' X. N0 -,M :e e. =f /I - ,. .,�.. +reca _ I r �a5 aV PVC Coated rrt lever 2" SQUARE GATE RAIL POSTS SHALL BE 4' O.C. POST (TYP.) FENCE RAIL GAPS SHALL HAVE A 4" MAX MAX. GAP OF 4" & TOP OF RAIL GAP AT WALKING SURFACE SHALL BE I A MIN. OF S-6" IN HEIGHT. SLEEVE -IT FENCE POST DETAIL (Not to Scale) 1 X" x 0.70" ALUMINUM FOREST GREEN TOP RAILING (TYP.) N V SQUARE FOREST) ��1" SQUARE FOREST GREEN 4" MAX. GREEN ALUMINUM ALUMINUM SIDE WALLS SITE GAP PICKET (TYP.) WALL (TYP.) TYP. NOTES: 1. GUARDRAILS ARE REQUIRED FOR DECKS, PORCHES & WALLS ELEVATED MORE TOP OF SEGMENTED RETAINING WALL THAN 30" IN HEIGHT. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. w/ GEO-TECH. REINFORCEMENT. FENCE 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. POSTS SHALL PENETRATE 1ST LAYER 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. OF GEO-GRID 1 4. PLANS APPROVED FOR PERMIT SUBJECT TO APPROVAL OF CONSTRUCTION. 5. RAILING SHALL WITHSTAND A CONCENTRATED LOAD OF 350+lbs AT A MINIMUM. 6. ALUMINUM ALLOY SHALL WITHSTAND A MINIMUM PRESSURE OF 35,000psi THROUGHOUT 7. PICKET SPACING SHALL BE 3 %" WIDE. SCHTMWTIC OF RETAINING ArALL R.41L PSTTAII NOT TO SCALE OR-2;,2A GR-2, 2A BLOCK OUT FOR CONCRETE POST f POST'MAY BE HOT ROLLED OR WELDED. ,I TOBECUT To FITPOSTSHAPE TO PREVENT-BLOCKOUT FROM ROTATING. DIMENSIONS' _ s. 1 y� , 1y4` I� 6I 1 '"I Id -. 3'-lfE" 3'_-7�/2' 3'-1v2" 3'_1�2: 6,-3,. 6'-3" -INDICAPARENTHE5IS -SHOWN IN �M7-[ - - INDICATE RILL - � Lil }'q" DRLL a # -- X ACCEPTABLE TOLERANCES, 6^ 8•' ' 6"x B"xi'-2"' TREATED - - PINE BLOCK" OR - $ - RECYCLED MATERIAL. - 6"xb"xt'-2" : TREATED PINE 1 BLOCK OR " r' - 7"(+'/a'7- _Y, i'a"' f3•', RECYCLED Ya Ja*/,3';__1 a � n HOLES MATERIAL I I I I I I I I I I 6'xa'xr-2" 4 #4 DEFORMED 6 - REINFORc£DBARS� BLACKOUT FOR MAINTENANCE J IJ I IJ I� TREATED PNE 4" LESS TH AN' a - REPAIR ONLY J X 27�4" MIN GR'2A (3'-1%2' POST SPACING) - 2BY4" MAX RAIL HEIGHT GR 2 (V-3" POST SPACING) BLOCK OR RECYCLE[} :RECYCLE -. �" HOLES TO BE CAST IN POST - HEIGHT OF POST wL o w 9-3 GA WIRE w STIRRUPS N LAPPEDI <. 6"x6"x:D P II BOLT"" TREATED PINE . BOLT BLOCK OR (I RECYCLED - LESS THAN i'-0" - STRONG MAX DYNAMIC DEFLECTION •'2' -MAX DYNAMIC DEFLECTION . 3' i /2' CHAMFER - f VARIES 5" -_ MATERIAL - N _. POST ON TOP '3"-0" - TO t'-0" C-C - I - ; OR:. 6'-011 POST GUARDRAIL - OF POST - p•' W6x9.5 REQUIRED SrffpFR CHMFER MAY BF EXTENDEDENTIRE LENGTHPO57 HTOF AT - 'Q 11 .OPTIONAL. HOLE o I- TH " OF � "(+.� TH Y RT, ") TO FACILITATE' AL II ETAIL A 4: tl - FABRICATOR. Iz H F C AM. ER AL CORNERS. ALL CONCRETE: SHALL BE CLASS A3- GALVANIZING -\I@ GUARDRAIL INSTALLATION - HOLES SITES REQUIRING LONGER - -'i"DIA: CONCRETE POST $TEFL; PAST AND BRacxe=rs- TO BE -V DIA: GUARDRAIL -POSTS- HOLE - n NOTES: �j" - i 1Jl� MI DIA, MIN' GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. e ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND NOTES: ; 3.. IT AS DIRECTED. 6Y THE ENGINEER. �.L I jl- -� i- 'f- / - 1. ALL BOLTS, NUTS, WA5HER5, Ar7D OTHER N FOR DETAILS OF .POST AND BLOCKOUTS SEE SHEET NO, 501.05. _� 4 _ B„�,_ „. I `� B1. 1 STEEL ITEMS ARE TO BE GALVANIZED. 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY 4" FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND ASSOCIATED- HARDWARE SEE SHEET NOS. 501.01 AND 6 1.02. I' "' I- s%a"x18" BE. INTERCHANGED ON ANY ONE PROJECT WITH THE RESTRICTION THAT THE SAME TYPE OF AND MUST USED IN ANY A ' _ _ Ln J _ tTf RAIL ELEMEM1AS ARE FUIUJISHEO SHOP CURVED FOR RADII BETWEEN $ FEET MD 150 FEET. % 'xiB'' BOLT - -- ¢ BOLT - _ a POST BLOGKWT BE SINGLE RUN OF GUARDRAIL. 4 -1 - Ili Ill- I, 7IIJTT-I ALL GUARDRAIL -POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN /9' PER FOOT �" HOLE -� d 3'q" HOLE 3 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE JOINT, HARDWARE, ETC. SEE SHEET- NOS. 601.01 "AND - FROM VERTICAL. W-BEAM. BLOCKOUTS. AND POSTS SHALL BE SET AND ALIGNED .WITHOUT ALTERATION OR FORCE, AS PER GALV. STEEL 10D o - 6"x8"x1'-2" GALV. STEEL 10D o 501.02, _T _ SECTION 505 OF THE SPECIFICATIONS. COMMON NAIL SEE NOTE 5. TREATED PINE BLOCK COMMON NAIL SEE NOTE 5. 4• THE GUARDRAIL AND MEDIAN BARRIER COMPONENTS DEPICTED IN AR.T.B.A. TECHNICAL. CIA, ALL GR-2 AND GR-2A RAIL SHALL BE MMEAS NED AT A HEIGHT OF 27Yj' MIN 2.4j MAX AS MEASURED PER TREAT P-2" - . TREATED' POST TO Q1 z MAY 8E SUBSTITUTMDARDS ED BULLETIN. NUMBER E WITH IF INTERCHANGEABLE WITH THE STANDARDS -FOR. 3fz" A HOLES , -.�I.•-r f� K -STANDARD GR-INS. RAILS SHALL �F1NNNHED'ROADWAYRECTION. OF LAPPED INTHE PINE BLOCK s 0 BE CANED 6LOOAD CKOUTT _ -; , OR MEDIAN BARRIER OAe) GUARDRAIL APPROVED !w0 APPROVED BY THE ENGINEER, WITHIN 2" OF THE I i_ll VEHICULAR B,4R TRAVEL FOR iHEEAM SOUTHERN PINE SOUTHERN PINE - 5- DRIVE NAIL ON BOTH SIDES TOP OR BOTTOM OF SLOCKOUT AFTER %" x 18 _.- : II, -._I_' -_`II I 5•' I' +� - �{Y-'!t -n� -BOLT IS INSTALLED, _ _ CRTosr L-.J - 6x8 WOOD P051 ROUND WOOD POST �V°OT STANDARD BLOCKED -OUT W-BEAM GUARDRAIL SPECIFICATION REFERENCE SPECIFICATION REFERENCE STANDARD BLOCKED - -OUT W-BEAM GUARDRAIL -,VDOT ROAD AND BRIDGE STAHOAR05- ROAD AND BRIDGE STANDARDS - (STRONG POST SYSTEM} VIRGINIA DEPARTMENT OF TRANSPORTATION (STRONG ROST $1$TEM. POST AND BLOCKOUT DETAILS) VIRGINIA DEPARTMENT OF TRANSPORTATION wits 236 505 REVISION DATE SHEET 2 OF z SHFLT 1 of 2 REVISION DATE 7l11 501.05 501.04 �H Q76* t- �SCOTT R. COLLINSZ 0 I_1 LU Lic. No. 035791,_� 1� 19 '� sTONAL E� r r! 4! r • r • r r. w rA n 1-1 Q '-1 •2 � ,ill f>,'.;:: :::::; w #, N W J a CO 0 Q >, r 0 Lim _0 m 06 6 z aLd w � �w z i� -o (-D � < 0z a W co LU L z -0 CO C6 0 0 6� ]_1 U-) ,v CO s= 0 V ly 10 (1) C U 0 -E o 3: 0 I_ vQ X 0 i--I c) Q,Ill E E a T E o -0 = 6 •� Z 0 C: 3: O,� . wC5 W -(n Z_ � a z W 0 V 0 � z J 0_1 C: OV - O O \ T a G) 0- 0 C Q � � U O X ;-, 0) V (1) I_ -I- - (n C LIJ O O J F-- � ° U (D U LI- 1 EE � M U 11 LO -a - O JOB NO. Q) 0920,29 0 U) n y SCALE a (n AS NOTED ° .- 01 L C N a SHEET NO. o- o N CO 5 a _�- =- F- 3�: I �� I � � I \ I � , I � : Coujitv of Albemarle f� / 3 1 i i \ PLANT SCHEDULE i � � � t � . I . 7 1 1 1 \ Conservartionflan Ch"Idist- To be placed on Landscape Plans � j ,I I TOTAL SITE H 0 � � � I I I : I ', � : � � I i � SYM BOTANICAL COMMON NAME SIZE CANOPY (sf) � (Handbook, pp III-284-111-297 for conipletespecificatiQns) I I I � I" � I : k � � 4 1 , � i I i 7 \ I QUANTITY I COVERAGE (sf) ". �' , � � � I � � I - � � � I � I \ \ 11 � ' . i . I I 1, The followin- itflns shall be shown on the. plaw -1 � i i I I \ TREES "� I i f I C� ,: � � I � : U Trees to be saved; s. � 11 I � � I . " _' ` ; I � � � 1,_� I I , � " -, I 1� /_`�'._"" ; i . 2-1/2" ca I. 1 452 11 4,972 W Limit; of clearing (outside dripline of trees to be nved), 10, 11 F " / � I � i AR JACER RUBRUM IRED MAPLE I I ' " �- / i '� "'�" � � � - SCOTT R. COLLINSf:Z , '�_ � — 1 5,161 , I � I I El Locati(,ii�iii(it,N,pe(.)rl�rotcqtiN7ef'eikeiit,, I" " � I ; � � � PA 1PLATANUSACER]IFOLIA ILONDON PLANETREE 12-1/2" ca I. 1 397 13 ".` I , \ "I : I �/ U Gracl,!cli�ingesrequb-iii,-tt',�e well-, urwalls� , �' , � I U Lic. No. 035791 '�__' '�' , 11� -1 I � i f ' t ; '. " �,' ; � I W Propose�LLreTICIlingQrtl=l�liTig,be�loiidi-be,litrlitsofcle�i6fig. �" 1, ,Z) I �� � � , " / / I I � UNDERSTORY TREES 'IQ,- \1� ,i' / �/ � I 'j "I � � / - 116 �^v � _ I � � �11 ; 1 1,170 �� 2. Markingv "�' / , " -': / � i � AG JAMALAN ISER It I " i i 1�1 5�" 1, � / 1, � ' __ ", � e I CHIER x (GRANDIFLORA ICEBERRY 16-7'ht. 1 130 1 9 11 0 0 _.-IL11 trees to be qived ishall be marked -with print ornblion at a height clearly visible to equipment operators. , ., '�,,"� , 14 � / � . _� ' F, - ',i, I llb ii ,ffliheftee,mark-iii lifisbc,rims)ectedunda ed If, a Cc unty Inspector " ', "I / / ""I "." , I // PY 1PRUNUS YEDOENSIS IYOSHINO CHERRY 16-7'ht. 1 99 1 9 891 IONAL 0 " gT lig.� is eg L.L11 � I — I - "I ". " / ' �'�� " i, �f I / / , � I �, " ' 1, '. / I I 11 3. Pre -Construction Cori ference: - 'I, ?" .1 1. """ ,i il" "I �" " I/ ,,"' EVERGREEN TREES , �j_ � i 1� , � I / , 1� ... / / - 11 ZJ Tice preseivatioa and protection rueasurvs shall be reiiiewed with lite efintracWt: on site� " '� , ..", 1 ' 11 I I . '�� 4 I" I "". / / "I 1 704 1 , j " 11 "I 'I, IN ILEXX NELLIE R STEVENS . IE R STEVENS HOLLY 15'-7'ht. 1 44 16 — � , , ,� I , , ' I" " I'll - � // , / INELL I " 'I ��k .1 - - 11 --- / "/ 4� Equipment Operation and Storage: i J'� -1 "" I.." ' " - , k� 1 / MG MAGNOLIA GRANDIFLORATITTLE GEM' ILITTLE GEM MAGNOLIA 16'-8- ht. 1 54 . 26 1,404 0 I-teavy efluiptuent, vehicular traffivandstorage ofoonstrudtion rnutciialsincludiug soil ,,hall not bepQrmiltedwittrin flie driplinesortrecs / t' ' � "' � I /111, �' , � - 1 _09 .__"' '1/1 I " / I ' " . � I f � I"; � I . I , � � � '. �, __', .. � I ,/ " " /"'� " SHRUBS �' � '� I I I � . I /1 '. I , . - I" I X '�. -,- I I I " ) . �' . ' � ,_ __ -, "I ,", 11 " I � r, - , I � i I ' ' / xl " , � � , " - IC I I LEX CORN UTA'D)WARF BURFORD' DWARF BURFORD HOLLY 36" ht. min 14 15 210 to be saved. �';, j I I I , . 5� Soil Erosion and Storinwater Detention Devices: I I ,,,, - "-,-,;, I � I � " - I I I - I � / � . I I " .1 5 cxf, 11" I / , '� - "", ." -- "_ . I I I , I I Z' I ''I . � - f - _11' '�" � , , , " I — 11 I , I 'I, I - , , ", / " / I I �'� " "_1 ,. I . - 21 guataci,,i�.�stialliiotadverselvatT,�el.fieesto[)Q.,�,.Lved. I I I " "I I ' I ".1 . I " , , , " � I , I � ", 'x ""z , I I - -.-" I I 11 "I x'. 0 I ", /I �1'1 ""_ - 11 ,� '. 1�1 " � 'I', . "21.1 1 � 1 1- "I Z' OF JOSMANTHUS X FORTUNEII FO RTU N E'S OS MA NTH US 36" ht. min 99 15 1,485 - - -� , ' " ;J � / ___ - I � �" - -T , 1, / , , "I I __' ' , "" . � I '� .1 I I Fires: I � 1, , " -, I/ � I - _" o , � I " ,- 11 -- 11 �' ', � I _'_' I'll "I TOTAL CANOPY 15,997 6. 1. I 1� .� � ' I I "' f z 11 __1' 11 - I � I-, / ': I., Y2 f '1__11 11 " � '111 �'_ , "I I � lj I " I /1" I s to be saved. i . I 1, . 1.1, I 1 21 �� - '�_ . I I- I I � ". "I 11 11 "', - Z ,Z] viie� are not permitted xvillifin 100 fl6et ofthe dripline oftreQ . I � , I I I 11 ,'_ I I I ' � .- "', I I 1 .' - I ' " .. -� ��-- 11 � " _" '4 " � ' rr�r�� . - � -- I , � . ��"' �!' , j'-'--:� " ��4 _' " I I , I �' '� I - 11, � ) � " 11 ..-00 -..:: - ' �'!'. � _".�':�� '' , �' "I " I " � �' , " , � " I � I I . - . ; :. '' � �, . . , I., . - _11" � e' LO Ln 't, '�_ I , ' " I � �'_�7 I I ... . ' . _ , , - - 1 . , - 1, 1, I " I 1, i. , ". , � , , '� , r "I 1z / ". . , '' _.t ��f'_ . . , ,�� .1.1 .... � . � '_ " , I / - - 7. Toxic Nlaterialls: I I . I., ) � I _" 11 low I � - � .:�; I � I.. . . ,. .... - , '' -:�: � :.:��:�:::: �:�::: "x � : � - " � F I ; 1 � , , , , , , EXISTING TREE TO REMAIN ' "I "I 6 11 � I.. �. � � 'kT I z z KI Tome materials.shall not be sftred within 100 feet ofthe dripline oftfQes, to be saved. � I I " � ,,, `- , 1� , ( �--� _< 11-1 - I I I 77 "e, .._' . . . : � _: � �. . : , - 1. ��' �. I... I I 1, , . '' - :�' � � -04- , , " LU LU � 1� � . I ' � . ... .:� ... ...... � 1. I I '.d'_ ��::... � �� :��. " F " ... , - �. , � , , ,� �, I ... �) /"'I,�' , / 1, :1 1: I �' "I z " 01. .. '', - � . '. ..... , , , , . , � dd I ..� � �: ��' (4) M " 'I, " 1, 57 3;' 1 1 " I _P�ili 1 4" - � � ; / , I-, . 11 �"' 1, � . r''.: � . . , ��:� :" � — 1. ". 1 �"" CALCULATIONS: Landscape Notes 8, Protective Fermin-: . I A. � - I I "I ii" , / " I- , _,"' .." I � �. , , �. � �' � .::. �'!�.' '� �'. _ ,�. , �h ........... �� :/ ::. : � � ���.. . � I I � . t'�' I I I " " I � .1 ... I'll. � .d.... � ,. '�'�_:.' '. .� � . ., .. .... � d 6 � ,. ''.,. ,. I * / � - . I I � �, \ \ 2: 2: "I -, I - '�L. : , _ , :1. :':: " �� . I I � U Tices to be ietained wilbin 40 feet ofapiroposed buildingor grading activitysliall be prot'_�ofed by fouicing, I I C, � f) ,I � � �' " -I- I I � llr'411 , I.., ..... . � I ' I.. I ':' I I , - ,. �. , , .. '''......'. I .. .1 I.. ��:.. 1- I '� TE AREA (3.82 AC): - , 17 , � ..... � .... 11 � ., �.. I .._'. _�_ -, / /. � � - " TOTALSI 166,229 SF 0 0 - � " � . . � I .. /� ... - �. � . . I 11 I ,�.".' ... q.. I . I I ... k � "I __'� 11 1. I � � "I - 1, "I, "I, \ U U LI Fencing shall be in place and shall be inspected and approved by a County inspectorphorto grading or construcifion. . 1, � I I i, ��"'� . ''..,'.....".�_.''. _ ...... .1 � '��. .... - - ./ I ''11' ", CANOPY REQUIRED (10'%): 16.6,22 SF 1. ALL FREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE I- � I 1- , .: .' - - � �: ... � - .(� , S.!%rw.w .. ; I / . . , - z I i I " 7 - 11, ...... " � . . ..... , I .1, i/. - / I .. I . 1, _ . ... 0A — 'i � , 7- - //.; '4. ' . I.- , 4 .... AM ..' 1. �*. � � I 7� t :7 :... ... � ... � � . , i ING # I . / � NOPY: 15,997 SIF AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL 0 , � ,". �' I �--"-�_'_� 11 i I , ' "I 1 �: �: I 110�� 7��7�.�� � b . PROPOSED TREE CA -, 1 9. 'I ree Wells: 1, " "!�� ...... '--'��! -'_�� : . I � "'. �� 'I', I � I '' , � ..... ..dd " :: I . IF U I . � 4 ��'V� I � : , ..... I - - z z I , " I I 1, _ : I I X ' , � � , � , . , * I " �_ I 'U When the ground level must be raised vvithin the dripline, of a. tree to be saved, a tree well shall be provided and a construction detail 1, 1, I - - )-",, / 1 / V, I , , ';` ,' * I "". . I . . ' I . F I U Rb t: L-F , 4� '117' - - t_'l �' : : 6�:4 . I . ", � 11 EXISTING TREE CANOPY: 6 055 SF BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE a- =) =) , 1.� . . , -:� . I r '�'-'�- � / , Y U . � � __;i�_;. - I I " � s I .1 ..4 �''.,._. I � "I '/ � 0 0 �4 J � fy "" - , "%".' � , " �I. I - ' I = - " appiov-, 7 ;�_T '7 __ � � I I "'�':�': . . I . — Z,. '7' /::�::: .11 TOTAL TREE CANOPY: 22,052 SF A . - - .: SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S - - �ubnntted for � -i[. , , , / " ( - , , - " �iv/ 1� , ,. �': N_ - I I EXISTING TREELINE ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE — - '\ r�� , / " "� / , I : , j... . / TOTAL PARKING LOT TREES REQUIRED: 11, �4 - I �� _�' I I - 10. Tree,Walls: �h �' - ' , , �' � " r,:, I I /I ' 11 4 . - - - . 4 ". �'..'�...11�11.. I � I ... � ""� Ij- VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, s IT , - I / , -7��'�-- '! LU -.:�) _j _j 4 , � , - � I I El When the ground level must be lowered within the dripline a tree to b, saved, a tree wall shall be provided; and a construction detail I � I - I I __�-L�z� � � I �j , _'-4,--'�'�' '__.' I I/ PARKING SPACES: 124 1 '�' / , . ".. � � 1, " ." / / / -- � ' lt�' _/ -- -�-ZqQ_,__ `�l , � ( ��' i I — ___/ ., _�; � I 11 .giiiiiiiii0i—. subatitted. for apluoval. , '� �., I I .11��.��. �::��. '/ . . 11 :'_*..-'_.'..'2x_" �..._'._'..' .. ...' / I . . .... 2: -1 < � - '�y' k"_�' - _- �- ,�"" �'*_'Y� " "" , "��, .. .... . ""�� . , . - 1�111 -3 �.' 1: I I ... � . I TREES REQ'D 13 - , " . " , I I ... ... .. I'll ' , - �' 1� I ",Z_I�a ��' �� '_'-';:� 1b., � " ��' - I "�f."'� . , � :� ?'� � � �-: '... — �::::::.. I I _�' OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT < - - __ I - I - . ':��::� T7 111. 11 . —1 . . �, I,/ OF TRANSPORTATION. - U-11 LIJ � '' - , j � .... 11, ... . ... . 1. I , __ ��_*�' "". - . . .. .1 . �� �; .... .. �� t� I r_i.A"��!'i I __1-.' 1. . . �: �,�� 7 1 I . ��",_"� .... � I — . , - � "::,- � "'� .. . I I.. -��L�_ -�_ - .I..''I'1 ... / � .. .... ". I . �. �' '__� fREES PROPOSED: 14 if) 1 � M 1L 'I'venching andTiturnefing: , � -;���-"-"! , f I - " ��'�� �: �'. . —.11 — , . . . �_ __ — _-, __ - � . � :-� �:: I � I I - - ,. �,\ .—I - / 'i , , ".�� 1'1�11' ...(10)�� IN � , 11""".11, x L � . - -.-.-, ... nn it ;'._'_AI�L' .f'-s 11 .. . .... �" � - � � I . _'.. _o way firom the tru &- ofticesaspossible.'ru ellig �'� , �" "I' I " .111. ����' _:__..1. .' 11 . - ' I.. . " '' " 1=4 - _j _j . I ... I. .1 '.. .1 ..... / I .. I 1. .. �' . > _�' ", I _1.11. -_ �' ' � - � � . _e � ........ � . .. I.— ... . -�: � � I I .. I ", ff Alk k- < < ,inative when it is anticipated 1hat nccesKuy I . ,' -4 ; j - - � '_� 14R * 4 ' ' ' - Ll When trenching is rcruth it NAithin the tiants,ol'cleafang,it shall be dolite as far a I i_�� . 1- � " � � � " '�":�'i �' �" 11 -r a lit 11 � \11 L."_ "_; . I , - _':1 =0 � .. I , � 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO trenching will destruy feeder mAs. � ��" �' , '�. I I �. I ,� - - __11.1.1'..' I .. ........ , � � 1. , undc rge free shall be con�iderod. rvian uItL ", , ,�� �' I __/ ___� , '�:' �:� :� �' .' _ � , - ..''. .. . . . \ � . ") � 0� cl� - , � '. - � _� � ��' � �. � ''I � ... I I � I.: � .. . , \ '� - , i � ,� - 1. - ,. � *. ... .11111 : � - I—. .1 _�' ___ I ;; if';fil 1 ... � 0� 11 , F L � e if';fil ��:�:���"'�""�"'.�i��' _iLl ... 11.1 ... I Z ... . I � I . � ;.ov" "Y. ��..' ,.��: -i: I / REACH, AND BE MAINTAINED AT, MATUR ; LU W I ee �. 12. Cle, I e ;; if';fil I ,' I 'L��,��l I ..... � ' . ' _ ' ' ''. 4 ,,, I I 11 " 11 0- a- , . ' i I '__"__ I - _.' --- ' I i �____�_," 11 I'll "I'll" ... .. "I sl �' ! '� .-.�' .... '% 0 0 _11,111". . � _______��!'� , I, �: - - -- ----- - ____ I .� / ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. LU LU ',", , '� \ ". I/- I --- - � ' .. 11� �: �: '' �: �::.' � 1� � / .- I � 11 � - I I " " '.� I � 1. i � � ___ I , - /';� "" 1. �'��-'. , . 1. ..: :1, . � "I . � ... I / " � 1� I. 11111 � / �� ).:. �� I 11 U) U) 13. 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I I f ' � / ' ELTIL � I * I - . , \ \ , � WIETLANDS Ll�_ :n__ _ L _ i`i,("'� 11 I . i� - ------- I . " ; \ \ !;� -� ;�� __ . i, Il -:) ! J! )' ( ;;" _- ��� �:�:�:�: �: 1:::w , � \ �' ' ','-'� / , '' I- � 1!,f � I :.:� �1(6.) AQ�:��::�::::t �:��: i I I / / � '. "I r� r*1 I". - - -, 11 �' . I '�;'�'.:' " if , �' .. 1. ;; I / / M I . I '_�" Z' z", - -- '' . / . 1. I \ \ � �' �. ... 111. � '** � . -4 � I �'�' � . I .. .. - - .. I I 1. ;'. . I � .... In ::.� �::: ' --- -_ `� �'_ -, s � I " . I I . � 11 \ ' / . I / , ';�: , , -, 7 - �4 ' * I �3/�' , - I.: i' o 11 I : � �i��II�:.:..:. 0�� �: �t �:' I I �' � . I I I I �.. I .... � �. � / C'4 , ;� i.': �11 I � .. ''. I 11 . I - .% ,-;7 1 I" ! .� I i' f .� �1 � I I I I I . "� �! � � � .1 � 11 � 11 / / � , I � I - . . . . I � I . I I I I 17N � I . . - L 11 \ Nt ..�' , �4 , I i __ ' 11 I I I I . i / / , 11 , I / / . / / / \\ ,,-' �"'- " / I I/—,- "" I - . :a.L ,7�'L,� f ....... � .... �_.. �.. I ? 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I � ", \� _� '_' Y' 10-1 I � I \ I - - , . ) -1 I 1-11,111,11, t '" - - i" ' -- -, I �' ' I 11� - 11 - U) [70'9-____.____ 1 ;1 ,;If M I �" I ".T.� I � " lItv"k, T - f� �- ". � I , I , � � , "I I q" . , ; I t � i I I I - I - � A __ - ___ 6 __� 11 �' \ 0, "I" / ,", \ .------ i"A __________________________AA -- -------------------- ________AI"1 -- - -- - --- ----------- ----- --- - - �_ : 11 1\ I = r ( -i.-I" FT i � � ' ' , - I I f \� ; t i / �;' _ I . "'� '� ", ) \ C - ; " I - I I "'�';"",,' -� I i � - � I .. I ; , � I �." I i I - /' I , 11 ", -11" 0 I '�> ,I- � �_ I 11 I 11 , � 0 , � �' " I z . I "i \ LLJ '� F_ . _` - I- - ___ ___ - - - - __ ___ - ___ --------- ---------- ___ __ - ____ t � � '�' 1, -, NIZED � '1-i - f", I I I 0 " ' I T " . _)� VA STEEL, IRON Of? THICK PVC PLASTIC), AT - T , � " 11, 1111z' , 1-- = El El El 0 0 1 I, i , I / .x - -_ ��� "' y I - I ! '� � . W t t I . I i � 1, i, I L 9 ----I , t � � i � i . � I � ,/ j � ,,, i / �/ a ( , I I I I , it 1' - - : I � ' I - . , I � , I I ri Fif IL] . I , I i " LIJ %.d , i, x I , STANDARD ORANGE WNYL OR PLAS77C CONSTRUCTION 4, , �` � \(1) PA (� �'' I ___ __ - z Cc �_ El , � FENCE A TTA CHED TO POSTS (FRE- WEA THERED WOOD, Conservation Plan Notes: I _ , — S / I � " CAL , r- �' I V) D LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN I,/ " I i a 3! �, r" '3�-W91� 1��;-n/ I., k !_ � I i ,,, �� 11 ` � --- I � I � �) lllll� U) I . — 1- � \ " I I _!� i"� 1. A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL . , , '' __' I �� -n _j V) POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH RESERVED AND [PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT / ; _�" ;; '� � , "'� i" — �--'____' > I Y POST SHALL CONTAIN A WA G SIGN THA � - I .,t \ RNIN T CLEARLY � ! t I � . \ I I i I I i i "I , I � i . . _1 F_ . � `� a � -1- � 7-i -'�' " ;,- ) , _-1--_'i, I � i I i I i i 11 I— _; 1�1' . !!�'� i �* � i? f . I I I ,--,:, I ! ; I i ,i �- ' � . I , 4 I' _" t I -_ !I ...' , ," � i"r'n I � IDENTIFIES THE FENCE AS A TREE PR07EC77ON FENCE. BEGIN UNTIL THE TREE MARKING HAS; BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED I I/ i ,� t , i I i N I �" I � i i i I i i 1 1 / -'� - " �/\ I . I � I 0 0 """'�---", 11 ' i /' 1�' \ i i ' , i i '�' "� [-- & � 11 d I I �1 � I "..", i�"fo � � I I �'� if I [ it 1.11 ii � i I ! ! "' 1 1 1 .1 ) i zY . i ! I i i t : i i i I i I I I I (-) U - E COUNTY ENG',INEERING DEPARTMENT. _/ / I i i i , i I", 1 1 i i i I I i f I "i 1.11 \ G1 �,,'�D,�- `�',f(f I ; 1% /0", i i i ; I I �0' �� 1 3 _�' 1, I I � i � I '�N�:� i! j I I f I - 1; I , i- �' I :� i � 1 1 1! ,� . i 1. .. I I � "_!i i 1 1 U, I �� if I I 1 ! ! , � ! I �)' � 1, - 0 /711�11�' ii I i i rf-�-' I I t j ; 1 1 1 1 1 1 1 I r-) 1 "" \ 'I', I i �'�' � O-" TREE PROTECTION FENCE (E0 TREE MA SSES "'I't-i"i I - _1 Ili 1 -1- I ,,, il ;: / 1 1 _--i-, j" __L_ 1 i " �/t � I � �:�.: .' I! I I I I � . I � � If, ) - " , i � _/? USE FOR 2. HEAVY EQUIPMENT, VEHICULAR TRAFFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND I I " I " I _" j I i , � I lf� i� j Ljj I � � � t - , '/ � __0 11 I � � 1� � I � t �'/ -_ � I . >1 I � I � ----- - I--.,.--.- - ---- � i! I � , � - I , - " �. 'L �,�-z_-__�__-_- i i , . �. i I � i '� I 0 � ,�_�' I/ ", - i �\ 1 --,-- ___l I -' I I 1 ; ��L — 1 � t ! , I I I SOIL SHALL NOT BE PERMITTED WITHI:N THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND , , i i ' I I I 1 : 1 i� I i� if 4 5, � - i - , " I 11 I i I h i5 " .4jt45 - i '_� \ ii I � , - /" : I ; /1- I �' , '�'� � ..... . . . , . - . / . i I �� � ! " 40"""'411, 1 - ---- � --- _., _ --- �'- J,__ __ , =� - '\',,-----JL"- -, I i LLii��_� �__ - ---------- � I ' _e� - _111 I— - L _j 1 [ ��j' ____ = — z 11 _________' -------- �_ __=, - __�,, � ___J4�_____L_ ...... . . �! ., _ 1 -- 15�.'_ -- I _j ; I I - - � __._�__----F�__--,, ---- ' I .1 L --- ---------.-... ''.". -_ 1_=__ --I..-- - � -,it tt I � , � q - U � I � - t I -11-11�11--l'..-----.----,.�-.-.-.� ----- .... / % � � - i " - 11 I I I I ., . - I , PROTECTED. ", :-7- _".1 I .", ' -' "I .1 _... I ��' L '_. I -------- - - � I - - ,� I �- '>-'�"""' �� a I CC %...j , �'ri i I -- � I I . , : �' " . : � � , I I I I �_" / "I 14 ��/ � '�' I.;'_ - - _1 I i 11 ; I , I ' " � >� I - I . : A .1 , . .' I I .'�'.i�� .., , .. .. "I : -X � 0 i r � I ` Q) . �� -;� --- - ---------- � I ----- _ ----- - -- - I I . I I . I _' 0-6 4 . T -"-- ______ _ - __ � ------- �'�._ )' -- -'�; -- -- ---- 7,�- � , 7__ ---I:- -_ �'__ _4 - -------- - HJ ' - 11 - -'� . - . '� � t", - I � - '� � --a cr 'UR . I :'� , � . ".. '.111 -I-.-,- � I' , _ . __t=.L__��=_ ... I --l- __� j.� � , I . . �' � ' � � . 11 .. - - I .1 ! � *'-", - . L, — — -_ . > � ,/' ,- - 3. TEMPORARY EROSION CONTROL MEAS) ED AND/OR PERMANENT STORMWATER MANAGEMEN I !� ""�'-�"'��";i. . ' - , '. I , I ' .1 � . � ' � ______ =___ = -=— - - --- I 'v, I I ) Mj .0 ;z � I . I I , � �� � -1 111111 I I I'��.I.�.."�,�'ll""I'll1l.l.�.I.�..'�.I ... 1.1.1.11-11111. I -111, I 111111-11111111,11,1111 _111� ... "..'.."I'll "I ......... "I .... -1-1 111111117777N�7' 4 1, ; , i �� � �' � , ., I � �\ , I � � . --" . . � � - " . _1\ I � -0 � . i '___ -------- - ____ -, -.-- _ ---- � , \ i 2 � '� . ---- - _. I - , ,;> I � < , , I I 1101 - -, " , - . �' . . I � � . I I I . I " ,'. \ � . , � T '/ . 7� � I , . I - . I , � . . I P11,111111111111111 I I'll - " -_ I . . 4�_:____'_"' - '��.- � , , - I t � I I '� - . �' � � , I z �1 A."'?- - - , '� - - � - FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT __ ..... . _ __f::�__: _____'_.,_= _"....._� - - ------- _ - - �_�L_- - __ L I : �" .--it I I I i " -r- , fl I _7 -.,.--..] ----------- I— ___ 7. ----I ------- -- ___1______' �.� " - z' . _ - - � � : ) � � - I i . I I 7 \_ 1 70 ., � i - VED AND PROTECTED. I __..____ , I ':� F7 \\ � � I � � , " ! (1) .0 ! i if I I I g I ; �� ! ��� ,, i 1 ; ! / ___________71\' ; ; i , g 4 � I �� / I (D ! 11 I � I I f I 1� 1, \� t I i � I � 1. , \' .'� , .> -0 I i I 11 . I I I . . I STANDARD ORANGE i 1 1 i t � � I � � i ' 1 :i - � � � � l� � zi 1\ I W - I � t , i it , " 11 i i I � I 1 I ... � i � i i � I !I 'e. 1, 4. FIRES SHALL NOT BE PERMITTED WITIHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE / 11 . I ! f I - ----- � ! I I _____ 4 �, I � � 1, 1� D C I � : I ! i � il _�':'�' !� � ' I ;� 1151 � >_ VINYL CONSTRUCTION I i : I 1 1 � ' � j 4 1 (:) TECTED. � if , 1, 1 1 ! I - �' � � � z _�' _0 0 i i [ p I ! � 11 ! � i .4, � " FENCE I i 1 1 ! 1 � I � I I �. F" - f 11 i::' I � I I � x :;-- . i ,i / � I j � - , ) t, � ! i zt � '��_'� � � � ,,, . ! I � � � � � 11 I I _-, I . I I �, ��/ � I i � 'f ____ _� il f. - , � "��____ i � i i14 � ';�` z � , � 11 !, " i I \ �� I I " / 0 0 1 i : I � (z) 1`1�1' � ; �' I I i . i I , I I G) 1 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES I - i 1-t ". � if ".." � � I" I I "'_11' 1 -, j I I I 11 � "I i " -" N 0) D . I - I i�' ;' �11 � I i . I . D PROTECTED. ; : I f 1, i�J - 0 1 1 ", I - . ' . i �11 i I -, �. -C ` TREE � i�l "\ � _____ )'� ,j ............. ,� I �(' - " - �,-�- �" '. 1, I ) I - (n I � : �: I I If - � I �� I - ) I 11 C : i , I I �' 0) "'' ; `1 �' . �'� I I 6. NO LAND DISTURBING ACTIVITY SHALIL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN I I � ", ; I , . i EXISTING GANDER �' / \ —4 1 ) 0 , �� � I j � � ", I INSTALLED BY THE CONTRACTOR AND) INSPECTED AND APPROVED BY THE COUNTY ENGINEERING � I I :� 11 ,i 1 ;if 4 � , , " () � I 1] � ! �' �- , ) 1� W C' ! i ..' . , � � I i / - �\ 00 -, 1, - I � � � i MOUNTAIN BUIL I I I , r ")> I �_ 0 DEPARTMENT. ..� ; li� 1. 1, ; DING � j ; ?I I I f., . I I il - I ) . —, I -,-----, � I i 1 %. i � I ��I�" ?_/'� _-A — " — 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, f . ; ' �'� '-'�' , �. . � I 0 _/ I -) ' U l'- 17- E -0 BAR STAKES "��' i f � ,�' � f I I ,,, � 1, � . � I � . � � , . � - 1 1 1 I 4 t �i!� i'l, � � U 0) 0) . : , . " I _7 i "-� " � ' 1 1 i - ( \,- ' � . � , x -1 . I � I � I , j � I -1 1_'_' - " , I � I . I / r '� , r��6 _,' � � .. .� I I - ILI , r 11 � . I 1, ��' '�>";� - - I � . ,I I E :t-- TELEPHONE, OR OTHER UTILITY SERVIICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION . ! "'i C711 I . �11 If- ! k i z I ' � �11 , I � ILI i I I / il !� \ 'I , I � I I fv�__ X� , i Q 11 � � �� ii" - -1) " ILI OR BEYOND THE LIMITS OF CLEARING,, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE ; I r f � '� �"-'�141 if�d'� 1� t sl�' i" - 1. i � � I I �, it _ �:5 E I � I i . 11 I . 0 NYL i I I i l 1 ", I t 1',ii,'.) - "'z I '.K. If i � i I I I 0 '�� � le. I z - fii I ` . M TUNNELING SHALL BE REQUIRED WHEN I,! 1� 1 , 1 1 I ]'\�'_!i r'�' '' �i ' �'i'�'�"� c� MAXIMIZED TO THE FURTHEST EXTENTF POSSIBLE. I 11 "�' l! i , - , I I I 11 i i . "� I 0� il I � �i�' �' x�" � ) - . . 1. ; I 0 - DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER 1_j"-' i t , , ) 11 '�� i - I I (n ! i I ! � i � I ��'�� I -It , '�O'�l ("\ � I . I I ! � i i I " ! I "_,'� . I '� t If - �7_' . a- -0 - : ," 10 e I :i I/ !� I K1111! " " ! - �' . , . 11-:11"I"i I f" . . E PRESERVED AND PROTECTED. 1 , ii ; '� � T "" , I � � r i - / I . � ,,, � r I I . 0 � . . , -1 -_ 1� i � L, -1, A , , , - _0 C �-- '-, - 15��'' - �':' �' K '/ I " I I, � it "- '�'l L 11 � '_ ___ .____7__ 1 --� � , t, J., I/ _.)"_'k_' '_)� - , 11 JOB NO� 0 -� , - . - � �=____'_� . I _'� &-ij � -Ill '� V_ ��-?"'.'�'_,'._')f_41_1� .... 11_�t' ,,, / I I '_ 4 I/ i" 1! _ . .... ___:__-__ �� I ':e� ":-::� ------- !__'n-'--- __ ---- -- - __ �� I � � - "T" BAR STAKES ...' ' === - � I - �� , , ,,, ��' "�' I i i ' _�",'- - _' :_"��'_L-'-J� - _1 I I 1i 1 � . z _"-.-.:.-_'.' I \ L-J, / 1, _i4� --- - �' ��. =. � � = � ------- _____'_j � --- -� - � I � 1 , - - _' - - . .... ..... . .' I'll I - ------------ _1 ;-, I : � I ,,,,,,,,.k t 11 - - kA� " / � I � 11 _/ ------- I .. --d ---- - -- � ---- ---- - �._k -, ' _4� - _ I- � 1 I I - �'_- f�'i�' "", I _�" / I I , . , - - �� ,4, _[;� �Vlk '' i I � . ,1 � I � % I , �� '_ I I , I ' f � I � 1 - til ---- - ----- - . _ .11,11,11,11""" ", '._io �� I I i & ANY DAMAGE TO THE CROWN, TRUNI'�\, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND �;! ),,/ ,-I � I � I ,-I ----- -- 7 - " �'�� \ ( )--/ t ) yl - . . i if I I w' ,�' " � ' ,L\ - I 5 -0 I . I ! I t ,,, i I 11 � it I . :� � . 4; C�' � , � , \ \,-,- �_X__ ", , �� --� � I " . I �' ; I . I ' ' I , - ' ' _` / " I __ I I I --------- --- - ---- - --T, _�L`.___ f,tt I I i . -'�� "' 092029 -0 ::' - " �' 11 I I � ; I 1. " � . i � PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE , I , , , . "I _/10 �_ . � ; i L , '__ , , I I 0 �- ,-----. I \1 ----------------- " \ /.- , , /11 ,� � � - __ _ _n � - . N %'�. \ I _( I y _'.�' -11-111, -1111, - --- ----- '______.__ -_ --- - - I... - ,- -, - ----- , -_ _____ I EROSION AND SEDIMENT CONTROL H&NDBOOK. CARE FOR SERIOUS INJURIES SHALL BE :1 --- -------- - - - ------ � 1 ,' __ �_ _ __ --- ,---��-�.�.���-�,---�-,-----�-.---�-�.----,.. 1, . '�___ �" � -; 'V�., \ - - � - __ ___ *�_' "I _. i �4�-'l ---. _.=-_F-'1 - "I __�' t_1 12 "L_. �� 1� 1, , _7 "� -, � I i , 4 � -_ --- '� ',' U) Q) ,!i " I ___,-"' � - _ f , =w * - __ I , 15""� , --- if I � � � , I Co > V " PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. ���"t_�" 'I ; __ . / �� __t,__' 1 ' ___ , I __�: !'' I I / '� , _ - I - -1 ,"--- I . T i ' ' �� .... i �l I 'v��", \', ',_ _ - , � � , �___/ � i I . � I � _ \� � I 11 t � � I - ��'z � I 0 .� " 11�/ . I I I I _� - I ", i � " I r �l , , I � I It' �'��" 'r a' ' — , 1� 1 1, 'g� C� " '� —- �i 1, I t , , I ��' I -, i - SCA1E i I ': D � I i I I "�"i' � - � I � ' � I , I I . "i I I I i - - 11 � I i; .1 , %"'� i i , I $ �11 , " ,1 ,` I �11 ., 2 � 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED i ; I jj;.�,�'!l J � ; 11,711 " ("'A. 1 � . ", . � il i ! I 1 i ! ii : _ " 1 1 'i � � r- -o I :: , � I � ... I I 1 30 0 15 30 60 � - � . � , i 0 . I ! I I � � -��-�j � I� " " = E " COMPACTION OF SOIL AROUND AND PROTECTED, SHALL BE AERATED i i I , � I � �"' "' 1! ,, I � -0(51" - BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER 'r,"'f , " t' f I � if,' ' / I , f , -, I " L' , �;l I I I I I I 't� 1. -� '_'�-_�� .1 .S� " I � ''; - ; I i � � " i ,,,, . � , � � __' � � '�L � I I i I � -" '_� �__" 1, - to - FION EQUIPMENT. THE ROOT ZONE. THE BAR SHALL BIE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH ____ -,..--. __,:�� " `6-�; � I " , ii, I - I - -_ __ - - - -_ -_ � - - ��il_ _".- _L___ -1— , 11 '�" - � f I IC \ I � -C,y ---',-, � 1. 1. I - - HOLE UNTIL SOIL IS LOOSENED __ - � - - _L — � I : - I � mi immi ��� I I �_'� C �-: InDID) Ifor __4 �' " 1`101D] Mir AT At I DnIA1 i '� . I - _ 1. 11111- 111 - . i I I � ..". -_ . � - ( 't --- I IS DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES) I ! ! I ' I . I I . . _111 ; I . T '� '"-"'( , _.' -_ 11 11 0 -, 0 IIIIIIIIIIIIIIIIIIIIIIIIII � , I � - - > : ! 1�1 I 1H � IIIIIIIIIIIIIIIIIIII W " � I— I—- ' - � � SHEET NO. 1O.TREE PROTECTIVE MEASURES SHALL [BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN I ! I I ,- ". � D_ Q) I I I - - � I i 111\� ." , - - _ - _____7_____ W----------------- _..____ f .______.________.___ ------ � ---- i ' I '_' I r A '11� I I -,----- 0 MEASURES REMOVED DURING THE FINAL CLEAN-UP. ii't", ----- ----------- - W---------- ___ ---------- W--------- -------------- W - ------------------ - _______��__� I k � ( IN FEET ') I A '11,1I 11-1,7 � . U) - . F W 11 I Q) U3 i t I , 1 1 '___1__'__ I � I i , if � ' i�"\ \ I --- 6 Q) 0 _� I 1, - I � I 'r TREE PROTECTION DETAIL LFLOR USE FOR SPECIMEN TREES I "? F, IE-11 "O 1 i II I I � ,- -11 .1 11- NO SCALE __ If � I 1. I - I ilich = -j ft. � I I �_ 11 _C = I . . ; I 11 - �. 1.11 I I— ___ - - - __ __ - - - - _ __ - - _�_ - --- _ ___ - - .,-, - _ - --- - -_ .. ' I 11t, I � [1111; i i ""� ," �_ I I I I I_ 3: , I __ ____ __ - - - - . I i I . . � � I ',, � *17 / - I I " ) , t j I POLE LIGHT FIXTURE 11SA11 Type No. siteLyter series. Catalog. No. Direct Pole -Mounted Lurinaire Horizontal Lamp Job, Name APPLICATIONS Farkino Lrls, Roadvvay rI allQ,VEys,Dom mcrcial Mal Is, Taunt s,jourts, Auto Lots and Other butdoororlvinonmen,5. CONSTRUCTION Fo m d-heavy gauge,giuni"num housing. Ex?ruded anooized door items. T,mm ^'-rpd and'0askered )last I'm -- Hinged Iona doo c OPTICS Field rotatable. opi al tray. Choice of t Tir s-9 3, 4 or6 ,y • Horizontal lamp orientation tea. ✓�~-` ' - All lamps above 250wrnusl be ROJ type ELECTRICAL li Is, . Hite pp':nr rlaul:rtalla t. �g::_„I Tray mount d d wnh Integral heataink. to„��,r _ IF y hayrnou rated .arc For Ialr soc:�a. Ial 5,92"i-?sue -..till metal Praline fixtures _are. pulse sta n. MOUNTING 14 IT * Direct sur aye mount- `. arm v41h di recl.surfa� mount('>p it al): , Post lop Ir r 3 or 4" round or4" or 5square pule i:rptional). d - Aijusl3ble arm arlapterfor square poles .(»pilond)- "tenon ad7,q>ratl, adapte (ap:ional). T WARRANTY/LISTINGS ULi69811 t plorwellocatrons. , Pub:ished>neyea,r'iimiled,rrarrenty. 3" arin'ltct mduded Soo. mountingacuasscries. 0' arm re auired fur a'.I n?punting at 90°. Ordering Guide Example: S LF1402 PM ADM-B sL � 4a � RA DN1 ❑ - O SL-SirAyter H Hnnzr_ntal Lard ^ 32=3210 (6T18) 2 Tppe Ih PMA Pulse Starr DM-0ir,d tdlwTil 1 20V. 35=� 0 (B 128) 40=400 (BT28)2 3 fype III 4 Typd IV 2 0$V, 3 40V 45=451.(BT37) 5-Type N 4 2 77'J 75=70 (13T37) 5 E4„OV 8 12N+ 277V 25-�;50(E:8) LX-High:'r=lreSodtum 40=401) (E13) 11. M '�45 Vauxhall Road- P O. Err 129 Union, Ni a ny;3 896 <8d-2Y12 )6lwN eXCehne cnm Excel-ine is a Philips group brand 11114 - 250Vu-40vtavafl`dein l6'deepnuusiny46crriNV c'•41an�in l Ltiepl"sousing, R?gi:ires rodumd nurgrXlcted amp. - - Typ-II cl trl rurion only alrJtao e In 4OCW and telffm Aletit H liCe Hmiianfai (imp) mounm4tne3 piOVitkG Vie Fol Gld.,s i in uldnddd. t otl,- Prrdi,et information i^, s,ibl „to ctiariae tvithout n NOTES: i. ALL POLE LIGHTS SHALL BE 20' FROM THE GROUND TO THE PROPOSED LIGHT FIXTURE. THE 20' HEIGHT SHALL INCLUDE THE BASE OF THE POLE. 2. ALL LIGHT FIXTURES SHALL HAVE A FLAT LENSE. 3. LAMP TYPE SHALL BE LED WHITE LIGHT TO CREATE A UNIFIED COOL WHITE LIGHTING ACROSS THE SITE. 4, FIXTURES SHALL BE BRONZE IN COLOR. LIGHT FIXTURES IIWIj Date: Approved;, Type: j .: 1 .." Fax turei: ;::;- - ;::. li Mitt 9 9 Pro eat: D FCW 1020 ak' Die -Cast A!uminllm EY,terlor Archltectilral Wall Mount. 0 :,. t 2-F P- P. FG 1 l[U II4)J. 9NP,1H ,f K S F EXAMPLE: Jd 3 ORDERING - -__;_-___ 5' .. "'I i C.I"l' n I 18 Zb BK Black: SO Spur ADJ Af u.tl,I Ar , 1� h t CW10 - 1 0V Pl. Y3 4 _. I 1 F 20 2 4 4 Pt orly LED-1) 277V HID 39W MFl G12 74W MH Gi 2 DZ Bronze NFL Na ru',^, Flif?4 D Dimmin 34711z�, LED 3K 1200 Lumens `rin CC ;us@m paler' FL Flood EC E-Coat - Remote to ' ai V- ED(', EMF1 -ni i; r. Backs-. hen o / t . t 'a WFL Duda rood C e[ n. ( 1 4 1 I nens'mir SL Sliv,r 1 0 Y f, K 800 L n , Will While 1240 1 WO Ellil,gnidel F', Fuse - cal PE Photo f_ ,, - NYM 9sYnincto .l •..: Y e'te,t (.dory - - - O,R 91.1artc Be Stnke 110 bislasf fxliy) PCL Poly'car! onate I ,ns IPL & LED oNy) SPECIFICATION MOUNTING Mounts directly to standard, outlet boz. - - CONSTRUCTION Marine grade, corrosion resistant, heavy Walled; high pressure die-cast aluminum; Lens is 11$" thick, cleartempered glass: =Forward throw reflector is semi-specur r aluminum num formed for maxi u m refl ectance, Extruded"siliconeto provide maximum protection against contaminants- Captive and recessed stainless steel, tamper resistant hex socket screWs. LED `Stated minimum lumens are delivered out of the luminaire, LED lifetime is greater than or equal to 70,000 hours with the lumen depreciation greater than L70. All of our luminaires are tested to. LM 80 with a minimum CRI of SO and color consistency of step 4 MacAdam Ellipse, Integral power supply standard. Input voltage 120V cr277V. Consult factory for -dimming, all RG'B color changing and any single color options, FINISH Six stage chemical pre-treatment process that includes iron phosphate, to prepare the substrate for a UV stable; super durable polyester - standard o ly rooder-coat. p . tiptiohal e-coat process is added to the.standard finish including zinc phosphate for a 5.year limited warranty. ELECTRICAL > Socket Pi Four pin plug -In type compact fluorescent lamp holder (Tarr+hyothers). FIIDJ G12 single (3-01'V M14), pulse rates 4IW porcelain socket: Ballast PL: Fluorescent high powerfactor electronic, ILL listedaaallast standard. Ballast has a manufacturer issued 6 year Warranty. Electronic universal yokage 120V or277V is standard. Please consult factory for other voltage options. LISTING UL & cUL listed forwet location in up or down position. IP65 rating. Fp Lightn) lra,'. w s Iha right e, t ange Quad , pecihc LLxms Witbot t Dan- PYOdUGI u e Gerrit auiFe Ira W FG Lrnhth,g s moos and. co,ditu- - --- - - _ K Z012, rC 49hting, ln-: 3609 Sr, c ,s ,, Ave.; Sl, 4hx,7_s,.IL 60171 p. 8nn 90fi-1730 1: r an-889-8h16 uv:•:rfdlgiding,Gore - J U, Hc,r 1012 1 PH03UIt�ETRS FCW1020 120V LED40toK 1200 Lumens Spot Distribution ` i j .'-. if `^ i ! , >1 ,,t , o 1. FCW1020 120V LED41)OOK 1 200Luniens Ellipsoidal Distribution w:' /. [ ;I, t _. «� ..: �✓ o . ;. FCW1020 120V LED4000K I200Lumens AsymnietticalDistribution #J 1 ? 'f m `�_o :- L , , - NOTES: 1. LAMP TYPE SHALL BE LED WHITE LIGHT TO CREATE A UNIFIED COOL WHITE LIGHTING ACROSS THE SITE. 2. FIXTURES SHALL BE BRONZE IN COLOR. 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I {.^ ( is `''{'`, r�'i ,� /,-'.si i, _ , I •i... ,�. x ;, ..'s , , ' / i NOTE: THE LIGHTING SPILLOVER, AS SHOWN ABOVE, IS AT 0.5 FC OR LESS AT THE PROPERTY LINES FOR THIS PROJECT, EXCEPT FOR THE WESTERN PROPERTY LINE / PHASE LINE BETWEEN THIS PHASE (PHASE IIB) AND PHASE IIA. THE PARKING LOT IS CONTINUOUS BETWEEN THESE 2 PHASES, AND THEREFORE, 1 E ARE PART OF THESE 2 P HAS S A SHOWN. S THE LIGHTING IS CONTINUOUS ACROSS THIS PROPERTY /PHASE LINE TO LIGHT THE ENTIRE PARKING LOT S ( ) AN OVERALL DEVELOPMENT AND PROJECT THAT SHARE DRIVE AISLES, PARKING SPACES, AND OVERALL LIGHTING. Luminaire Schedule Project: Northtown Center Symbol Qty. Label Description Arrangement Lumens/Lamp LLF --®i 11 SA SITELYTER SERIES POLE LIGHT 40000 1.000 M 2 W FCW1020-H SINGLE. 1200 1.000 WSz �9 W SEE SHEET 8 CUT SHEETS AND DETAILS SEE SHEET 8 SEE SHEET 8 1.000 WP1 2 W SEE SHEET 8 CUT SHEETS AND DETAILS SEE SHEET 8 SEE SHEET 8 1.000 RFz 10 RF2 SEE SHEET 8 CUT SHEETS AND DETAILS SEE SHEET 8 SEE SHEET 8 1.000 SD4 3 W SEE SHEET 8 CUT SHEETS AND DETAILS SEE SHEET 8 SEE SHEET 8 1.000 W51 z W SEE SHEET 8 CUT SHEETS AND DETAILS SEE SHEET 8 SEE SHEET 8 1.000 GRAPHIC SCALE 30 0 15 30 60 ( [N FEET ) 1 inch = 30 ft. NOTE: j.. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. 120 TH 07 �/ ®SCOTT R. COLLINS Z Q Lie. No. 035791 .'�-_- rd�p� � �sslONAL E�G1 wt R i! r 4. IIR r I' n I-' \• m \ �.�{_ v Z t9 0') C) Z co 0'), C\j Z Bynum t CY) < lqt _j (-I) (I Q. pry y T a ®/ryl) C\8 Lima O 0 -V o rn O _ LLI Z Cz J ! 0 w w m Z _ �ii� C C O w in somaim LL! Z C) z O- J I0 J -O ti L9 LLJ - ++ o - 0) � O CC Z C E .0 o U Z = t-4 �_ O C V N .�L M , �o � I i-a .- CO fv 0 -0 x Q) r LJI O C Q) LLJ T o -C)� W� C) C 3: 0 [P Z C �� w O w .n Z W z CC �_ c_ C � Z 0 '-) W n � z U. j J 0 O C)C) LLJ CL 0° O�, T D C: L j 1.� o (1)��••� O_ 6, O � C < 2 •- �.2 .00 0�- C ) E U O x. C ® 1� N U " -Cf) O W 1-- O o LU � ter, 0 ce w _ U _E a U) ID- 0 JOB NO. ° C 092929 � `2 rn e V)> SCA LE O .W IF=301 rD V V C C s- o Q) a o SHEET NO. 5 m 50 e� o = = I ,0 --) / 1 -; LHSWP Small Cutoff LED Wall Pack LHISWP Small Cutoff LED Wall Pack C.Loloil Numb., LHSWPlC2T3H1-BK Type PHOTOMETRICS LUMINAIRE CHARACTERISTICS Reia,t Llr.HT BUFFALO WILD WINGS wpi RES IND40OR REPORT '00",It IgggDrive Current FEATuRES & SPECIFICATIONS Small Heat Sink LED Wall Pack PHOTOMETRIC FILE NAME: Amperage coN; APPLICATION -The high performance luminaire is designed for - plication here long life, low maintenance, and consistent color IU LHSWP SERIES TO us NL�C_ LHSWP'IC4T3FI t Bricks p 1"� 120 are req LL Areas with limited accessibility due to fixture location or where I ire TYP. In OPIA-1 A.—bly W I16W > Sox _15A �WA .08A T7 A heavy luedest nan traffic makes maintenance difficult are ideal applications such as building facade lighting or wall mount ed security lighting. The tradi- I Bri,k, 11 400MA, C111 whoW --i! --------- i r- )ih > 50K 30A .18 A ISA BA tional design style of the luminaire allows it to be seemlessly integrated into 38W LTSVIP Wail Pao -f, Neutral White (4100K) 1400 mA Drive Current existing systems when necessary. Color Teirlperatune 5,000 K - fl. --- X A_; CONSTRUCTION -The heavy duty housing is constructed of die cast alu- p( temp;; 2 minum. The optical assemblies are sealed in place using a silicone gasket for ................... I v .. . ....... . .. ; : r ;1:1;1;;ll;i1 Ill � , r'r'r'r'r'rrlrr r r r Q8 weather tight protection. ETL listed for wet locations (IP64). Additional IP66 rating available upon request, FINISH - A Super Durable Polyester powder coat finish is electrostatically --------- --- I BRICK 2 NW 1720 -_ i l I 1 30,55 I BRICK 4 NW 6W > SOX nA > 50K 30 A '09A .08 A 01 A I snpp�ied in our state of the art paint facility. Standard colors available: Black, J Bronze, US Green, White. Custom colors available upon request. Cool White (SCOOK) 2100 mA Drive Current ISO Color :r�i;���r�!P�liye�erdr�;('Me!�Sir t r , �i:Angeulje rawl! OPTICAL SYSTEM I-- Made with a state of the art UV stabilized acrylic high a 'i r r performance refractive optical assemblies that use high transmicity materi- pr. fi, N 2 als t hieve precise photometric distributions. Available in a Type If beam to (BRICK 2 Oy 2536 22V4 > 50K 18A .11 A Au A 08 A configuration. ELECTRICAL SYSTEM -Available in a high output 2 or 4 LED system in !BRICK 4 CW 4295 50 , 50K .49 A 28 A .25 A 21 A ADDITIONAL FIXTURE ACCESSORIES 5000K Cool White (,/- 500K) or 4100K Neutral White color temperatures propagated with Philips Lunifleds LUXEONI M LEDs. Available with 90- Neutral White (4100K) 2100 mA Drive Current 300V 50160 Hz Driver. LED's rated for over 50,000 hours at 25'C ambient !XlaofL[Ds,X�rr�Lokl r 1 1� l�;r�:;;�, r; iI�. PSHSENCJA PIOOOPC temperature. optional C-10V dimming, Built-in surge protection tip to 10 kV :2 o Brick e 2 2:; M� Built-in Active PFC Function 95%/Full load. LED Power Supply conforms to 8,t,k E.,, End.- ,dh 5,,re a,id for 0o1&ft rlbil,l qLftr"Tne Pl.t.,di ;iiiq Xi X, UL1310 and ULS750 standards and is IP67 rated for wet locations. MOUNTING - Quick sheet metal mounting bracket connects to a standard feature to wire connec- 6 iu 8.bcr 2W RICK 'BY 2460 118W BRICK 4 fillty 4166 >50K .18A > 50K 49 A .11 A �28 A AUA �08 A .25 A 21 A J-Box. The bracket has a unique hanging allow easy tions. After connections are made, the fixture swings Lip and is secured with T *11" with two retaining screws at the top of the fixture. An additional track box is Z( available for applications requiring conduit entry (See Accessories). 500 — LISTINGS- LED Driver listed for wet locations (IP67). LED bricks ETL listed for wet locations fiP 64). Meets US and Canadian safety standards. -40'C to 50'C ambient operation. U_g:�H,qht length & Width Doig.Lightio C-solloW 011orliod Pro- 9- to Series Series ,,, designfighl-19 for Its current Qualified P,.daot. �Hw,,,, F,: List.'i'm-thor details about qualified models may be 6 fi- x 8 bly -� - ffoundtorld-Flanty Models. 405' , BUG RATINGS (BACKLIGHT, UPLIGHT AND GLARE) ORDERING INFORMATION Example: LHSWPIC4T3H1-BZ ...... DIM y batrqmtvidd.c,t,U n tint, prc,b, ,y ba atl It, .,dal d I -0plrtnnititill LHSWP C 2 T3 H BK =__Series # of Bricks Color Temp #5 LED's per Brisk pti.. Drive Current Voltage Finish Type III (B) "SWO .1 bock Cr�a Mpiel(boixq 2 2 LED T,3 Fyipe ]it F 1400mri,Dnve, I N Neutral y4i H 21 obix BZ Bronze hte F100K) 4 4 LED pilver GR US Green WH While SP Special' N TES WARNING; Maintenance performed including the replacement of LED bucks whfle Power is still 1 Nkli"Mr, i, n 'Lk Li g p- s,lppb ft., Lev I, 300v 'Pet, supplied to the I U In eraft e May result in system failures and will valid the. warranty. R1 L 111rr 1;.t1h1,9 is ova 111b 1, G.rtd Tchlght sale AJ"p. Inc, Accessories (Order as separate line items) representative ar tdrol-Inf.-ti- canog 1-a- 1 L, ordered poor to manufacture Of.bell d cannotcannotTeal PSHSENCA IP66' Adarw�HPKR,�trLaa,rr9 3 l. fi�! "N13 Additional nph Fo,a I. Li iov 9i-419 4 P I000FC operatesat 120V Wy. F,, photocellstooperate A ddLhdtq,, 2707 Satsuma Drive LHSVIP88U 2000__.A04linuta Salrq Back -UP all p,, cans,StYour locaiTsL1avht.P1,lbt1,l Dallas, TX, 75229 Fill- Back B. B",n, ph,ltnd Ra ,nTyp,Ph,' crR(i,q,:IoneEN0A8,,Ck 5 :214 Phon e -350-0591, 800-225-0727, Fax: 214-350.9137 r TECHL www.techiight.com te chlight.com t'fWW teChlightusa.com -All liAyval.techlightusa.crom LIGHT FIXTURE IIWPIII NOTES: 3.. LAMP TYPE SHALL BE A LED WHITE LIGHT TO CREATE A UNIFIED COOL WH17E LIGHTING ACROSS THE SITE. CATALOG NO. XT1A12232K,rYFBQBE TYPE 1\10, RF2-EXTERIOR , 8' ]OB NAME BUFFALO WILD WENUS' Xpressives Series • - deal for -sign lighting exterior Mth voltage sensing capability in T5.T8 building lurninaticn, assenting, andT5HO alnping. 8-Foot Linear Fluorescent "o, comme- ial lumination, retail, T121-10 fixture availab'Q with magnetic r,stauranVfood, entertain Went industry rem ote vve3ther'proof ballast only (T5,T5H0,T8 andT12H0) and any location requiring architectural Lapping at rangenients include tandem un-varites. 2 or- 4 lamps (rl or 2 amp cross- • Housing is constructed of an anodized section) only on T5,T8 andTSHO and aint-ninum e>l2i-u;ion with precision I imptvithTl_)H0, die -cast, aluminum end caps, Adjustable Optics include a highly specilar Lioll ig a 360' rotatable die cast aluminum medium harmer tone i-eflecter mount rib assembly. Clear acrylic lens available with "E" • Corrosion -resistant Dueplex 11 pl%/ester option. powder coated folsh with optional Ciptics include a highly specular, designer finishesn,,ailabic. medium haminey-tone teflectui� • Standard fixtures suppled with one CSA listed for dr-,, !ctcatirsm standard, ballast CSA IsLed for wet ocatica is when .iced • Internal electronic high-fi-equencl ballast with E opt;;.n, ORDERING INFORMATION Catalog Number: Exar,,iple:XI,6,(,-Rl'110BIYGWW'IE COLOR I Lamp# COLOR2 (cross Lamp Color Series Shape Reflector Texture Color section) Wattage Ballast Texture Color Combination Voltage OFpti___ons -_I F_ ---I A — I —, I'— , L_____J 2_ K-4 a] Y] F IE B ] I A-_ W_ G� Ir T8 vf � 2 ICZY Vh�lln_ PL� T 7-- -,7Tv W- ,J* Vi-'AHH: U� c "M.), I B 2,1 F T.FH�_,, P V 11�,� 01/ R= WC _C - 13- E 54- ';IJ I �'C, F_ B H;_ Xn(--�L, HE:-E 'A P- 52Y ,- Y S4Y M G G: C-1 28 T11 F_5 G- G 13- N,& N2Y 13r�, Combo Key W='A'h:i1- N4Y G�� ., W,%]�u,, H=H;,_, U_ u - c, H,b R-Fled R_ M= C- 1--pl- M= c- Notes: S - I !!H0 Ely a- s, NOTE St-HLid fixtures snpplk d ith G= G�li�� "ta y clEA.t T- S- -H t-l"c" "Hi T� S- S [tip[e PH.", N U N - C."Sult C :,l H7-,r1l b'r• c in 1, ballastSt,Wd fi,Cdll, 8-fnA Ct m [-s Liqcd lo"'tion, Stonco is a Philips company PHILIPS 0 Xpressives Series 8-Foot Linear Fluorescent BALLAST MATRIX DIMENSIONAL DATA K2Y -Tp mo-amp ballast N2Y - r5 two -lamp ballast TS T12HO MY N4Y -T-ablrnpaa,t 0 0 52Y --TSHO two-larnp ballast BIY -TI 2HO single -lamp ballast S4Y -1510 four=lamp ballast 1 —1-4 PHOTOMETRIC - - ---------- With Enclosure No Enclosure T_ -AG 60 oil X - Z 03 so I --------- --- ------ - 1s, 0 Is -1- 0 V -so go -- - - - - 30 0 20 60 90 0 30 se o. rintoontalAirgi- HoiizontaAnges ARM STYLES Sl SL4 SL2 NcitsAnn sJ)rl�e SI2, SIT, and SL1 16te aim,fir r,.bla supp.,q fir lout^u) MOUNTING COMPONENTS MOUNTING ACCESSORY 4" Mounting Plate 6" Mounting 6" Monanting Plate, & VVB43XX Plate Box 3!4" Joiner and Cap - '- ACS3)(X T4"Ai-aft CabicSupin,L contrafip colon l: available Note: Bkei, available in all l.,/I-bn, cf-i"I'mari j', t 70 hn,,,'�r �3,1it � r i I;J 0", StonCD is a Philips company PHILIPS LIGHT FIXTURE "RF2" NOTES: 1. FLUORESCENT BALLAST TO BE REPLACED WITH A LED BALLAST LAM P TO CREATE A UNIFIED COOL WHITE LIGHTING ACROSS THE SITE. 2. A LUMINOSUM T8 LED LIGHT BULB, 8 FT LONG AND 45WATTS (OR EQUAL) SHALL BE USED FOR THE BALLAST LAMP TO ENSURE THAT THE TOTAL LUMENS DO NOT EXCEED 3oioo LUMENS. A 45 WATT LED BALLAST LIGHT TUBE EMITS APPROXIMATELY 270o LUMENS, WHICH MEETS THE 'COUNTY REQUIREMENTS FOR THIS TYPE OF FIXTURE. TOKILUM 5erico TnTAI I FFJ(-,TPi = F x (Nn. of MnAllp,,t -1), .C.AIALOG # I F (INCH) . KELVIN AAX LENIOD-1 .L LU1,1-50-AlH __T__2T_.015 I 7500F -2-077-- Wbl-50-13L 1 2+.08 BLUE 20 FT. UU—M-100--W T-47—.16 5_000r, 40 FT. 6500r, 40 FIT, At KIM LIGHTING Wail Forrns,,WF23 Shallow Cutoff Face Surface Mount, Round revision 5/2 1/11 * k1w1`2 3_spec,pdf Type: WS2 Approvals: Job: BUFFALO WILD WINGS Catalog number: WF2318L3KUV-BL WF23 1 18L3KUV BL I Fkb Eledr cal Holn.r Fld,n OpLi"l, Se, P,6, I Specifications r . .. .. ........ J box in wall by others Shallow Cutoft,Face Surface, Mount CJ !WF23 with L& A Light distribution Shallow Cutoff Face Date: Page: 1 of 2 Surface Mount: Die-cast, low copper (<0.6% Cu).aluminum alloy with double side wails. Zinc plated steel mounting plate SCIpplied for mounting to standard 3'ar 4" junction box. Face Plate: Die-cast, low copper (<0.6% Cu) Zh[UrninUln allov with vertical and horizontal double ribs covering the full hemisphere. Ribs are minimum %` depth and '/ic," thickness. Secures to housing with four stainless steel captive socket head screws. Shallow Cutoff Face: Sc[id upper half protruding 3'/q'froni housing and concave lower half. Lens: Flat tempered glass, Y-in'triiinimurn thickness with internal sandblast. Retained in face plate and sealed with a one-piece silicone gasket, LED Optical System: A total of 9 LLD emitters configured in a rectangular array comprised together as a module. One (1) module for 9 LED version and hvo (2) modules for 18 LED eversion. Available III 580nni, 3000K, 4200K and 5 100K. LED Driver: Rated for 9 or 18 LED. Univeisal voltage from 120 to 277V with a _L10% tolerance. -40'F starting heinpeirature. All drivers are Underwriters Laboratories recognized. Finish: Each luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidall isocyanurate (TGIC) polyester povvd[ercoat finish. Standard colors' include (BE) Black, (D13) Dark Bronze, (WH) White, (PS) Platinum Silver, (SQ Stealth Grav, (LG) Light Gray, and (CC) Custom Color (include RAE#). Finishing Items. Electrical modules and face plates. Each set of finishing items shall be in one container, clearly marked with the fixture catalog number, CAUTION: Fixtures must be grounded in accordance with national, state, and/or local electrical codes. Failure to do so may result in serious personal injury. lTH ESE FIXTURES ARE AIMMED IN THE DOWN POSITION E�rr!"' Listings and Ratfl4t JaneIP66 ELL' to UL 8750 Rated C 25C Ambient 'Suitable for Wet locations, U.S. PATENTS: 0381,4S2, 0378,621 FUMLIGHTING RFSFRVEL; MEMG111 70CHANGE 3F:EC1fcAJrCn6 Wilicu NoTict, 92014 KIM LIGHTING - 16556 EAST GALE AVENUE, CITY QFINDUSfRY, CA91745-1788 -TEL: 626,1968-5666 - FAX: 626/968-5716 4/4 Wall ForrnseWF23 Shallow Cutoff Face Surface Mount, Round KIM LIGHTING revision 5j2I /14 - kl wf2 3-spec.pcif Type: Job: Page: 2 of 2 Standard Features Fixture- Cat. No. WF23[ Eluctirical Module Cat. N05, for Electrical Modules available: LED. -';Light -nittin Diodes' LED 9L2KUVI 18L2KUV' 1-1 9L3KUV 18 L3KUV'i F-1 9L4KUV' 71 18L4KUVI E] 9LSKUVI 71 18LSKUVI Larnp, LED I-ED -----Socket N/A N/A_ 'For LED, 91 = SLED Emitters; 181 = 18 LED Emitters 21< = 580nni color temperature; n ' 3K - 3bool< color temperature; 4K - 4200K color temperature, 5K = 5100K color temperature; UV = Universal v6ltage from 12ofio 277VW'kh a ± 101%fiolerance. Finish Color. Black Dark Bronze Lj4mtGr,ry SteoltliGray platinum Silver While Custom Colops, TGIC powder coat cat, No.; L_IBL ___1 DB J LG ❑ SG PS DWH FiCC 'Custom colors subject to additional charges, minimum quantities and extended lead times. Consult representative. Custom color description: Optional Features Fusing Single Fusing for 120V, and 277V primary. Cat No. SF - No Option 912014 KIM LIGHTING - 16555 EAST GALE AVENUE, CITY OF INDUSTRY, CA 91745-1788 -T :62", 68-5666 -FAX: 626,968-5716 LIGHT FIXTURE Ilws 2 111 NOTES: 1. LAMP TYPE SHALL BE A LED WHITE LIGHT TO CREATE A UNIFIED COOL WHITE LIGHTING ACROSS THE SITE. KIM LIGHTING Type: ws, Job: BUFFALO WILD WINGS Catalog number: WF239L3KUV-BL WF23 9L3KUV / EL Firli't, Cptiuns Specifications -7Y4" r 10'iz" rl J-box in wall by others ;Shallow Cutoff Face: with D, A Light distribution Shallow Cutoff Face Be L U.S. PATENTS: P38n,054, 0381,4S2, D328,621 Wall ForrnseWF23 Shallow Cutoff Face Surface! Mount, Round revision 5L) h/I d - kl_wf23_spoc.pdf Appil Date:: Pagel: 1 of 2_ Surface Mount: Die-cast, low copper (<0.61/. CU)) aluminum alloy with double side walls. Zinc plated steel Mounting plate Supplied for mounting to standard 3'or 4" junction box. Face Plate: Die-cast, IoNv copper (<0.6% Cu) alurninuin alloy with vertical and horizontal double ribs covering the full hemisphere. Ribs are minimum depth and 3/io'thickness. Secures to housing with four stainless steel captive socket head screws. Shallow Curtoff Face: Solid upper half protrucling 33Wfilorn housing and concave lower half. Lens: Flat tempered glass, 3/iti'minit-nurn thickness wvith internal sandblast. Retained in face plate and sealed with a one-piece silicone gasket. LED Optical System: A total of 9 LED emiitters configured in a rectangular aRay comprised together as a module. One (1) module for 9 LED version and two (2) modules for 18 LED, version. Avaifab[e in 580nm, 3000K. 4200K and 51 OOK. LED Driver: Rated for 9 or 18 LED. Universal voltage from 120 to 277V with a ±:10% tolerance, -40'F starting temperature. All drivers are Underwriters Laboratories recognized. Finish: Each lurninaire receives a fade and abrasion resistant, electrostatically applied, then-n-Ay cured, triglycidial isocyanurate (TGIC) polyester powdercoat finish. Standard colors inClUde (BE) Black, (DB) Dark Bronze, (WH) White, (PS) Platinum Silver, (!SG) Stealth Cray, (LG) Light Gray, and (CC) CLISIOM Color (Include RAE#)). Finishing Items: Electrical modules and faces plates. Each set of finishing items shall be in one container, clearly nuarked with the fixture catalog Number. CAUTION: Fixtures must be grounded in accordance with national, state, and/or local electrical codes, Failure to do so may result in serious personal injury. THESE FIXTURES ARE AIMMED IN THE DOWN POSITION2.______ Listings and Ratings ETL' to UL Standard IITiO IP6G Rated LE 25C Ambient 'Suitable for wct locations all, LICHI ING RESEIJVES -1 ne 91CRT TO CHANGE SPECrICA1, 1011S vJlTHC1U! NOTICE. tat 2014 KIM LIGHTING - 16565 EAST CALE AVENUE, CITY OF INDUSTRY, CA 91745-1788 -TEL: 626/968-5666 -FAX: 626/968-5716 BUFFALO WILD WINGS TYPE SD4 TOKILUM LEI) 5FECIFICATIONS VOLTAGE: 6YX GURKENT; 50rriA FOWER: 0.45W LED CODE COLOP. OUJFUT WH 6500K 9.8Em I 5L I 13L.IJE— 4.bl_m COLOP WHTE TOKILUM 5EKIE5 51,115MITTAL No. FA KT Mz`,TEPb\L TOKISTAR LIGHTING INC. CATAL00#: LUM-(50, 100, DL)-- I CABLE PVCIN,3U LATICN WITH PLATED #16 AWG X 4 — -- - _-- - ----__ 1015 E DISCO`zEl`rY LANE 2 LED SOLID STATE LEI) ANA_�Elrvl CA S12801 DATE SEFfEMDEP 7,2012 TEL, 714 772 7005' FAX 714 772 7014 DFAWN DY: R. COF DOVA 5 END CAP flyc 11. olf.0t6dert-c- W.bolta: askj.' I. -I ___ . ............. .. - - - - - ----- -------_-- ---------- - SCALE: 1:1.53 4 5HRINK TU13E FOLYCLEFiN . . ....... .. WEIGH(: 46 offr. 5 LEAD WIRE FYG IN5ULATICN WITH -PLATED #16 AWC, X 4 Wall Forms,,WIF23 Shallow Cutoff Face Surface Mount, Round KIM LIGHTING revision 5/21 1/14 - k1w123-spec.licif Type: Job: Page: 2 of 2 - — — ----------- Standard Features Fixture- Cat, No. Electrical Module Cat. Nos, for Electrical tylodules available: 1EDr Light EmittinDiodes LED 9L2KLIV1 Ll 18L2KUV' 1-_.9L3KL1V,:,, _1 18L3KUVl 0 9L4KUVi -,j 18L4KUVI P 9L5KUVI 0 18LSKUVI Lamp LED LED -Socket N/A N/A 'For I ED.0L - 9LED 6 iffets, 18L = 18 LED Emitters; 2K 580nm color terripe.mtUre; , , . r .............. 30001( color ternrreratuirE"; 4'K = 4200K color temperature- 5K - 5 1 OOK color temperature, 0V:_Urbve 77V with, a';t; 1'9% tolerair-;b Finish Color. Black DakBrctrze LightGray StealthGray Platinum Silver White custorriColors" TGIC powder coat Cat. No.: El' BL 71 DB IALI LG ❑ SG D PS DWH __CC 'Custom colors subject to additional charges, minimum quantities and extended lead times. Consult representative, Custorn color description: Optional Features Fusing Single Fusing for 120V, and 277V primary. Cat. No. 0 SF C No Option @ 2014 KIM LIGHTING - 16555 EAST GALE AVENUE. CITY OF INDUSTRY, CA 91745-1788 - TEL: 6261968-5666 - FAX: 6261968-5716 LIGHT FIXTURE IIWS1II NOTES: 1. LAMP TYPE SHALL BE LED WHITE LIGHT TO CREATE A UNIFIED COOL WHITE LIGHTING ACROSS THE SITE. LIGHT FIXTURE IISD4 11 NOTES: 1. LAMP TYPE SHALL BE LED WHITE LIGHT TO CREATE A UNIFIED COOL WHITE LIGHTING ACROSS THE SITE. IT H OSCOTT R. COLLINStZ 11,U Lic. No. 035791,2, IOXAL (n (Ali 1-- F- Z 2! 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