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HomeMy WebLinkAboutARB201500149 Plan - Submittal (First) 2016-01-21TRUSS BEARING_ _ ELEV, —=AY:-10"- TRUSS BEARING ELEV = 41' -10" _FOURTH FLOOR ELEV. = 32' -0" _THIRD FLOOR ELEV. —=21'--4" _SECOND FLOOR ELEV. —=I 0'--b" _FIRST FLOOR ELEV. —=0'-:Y 0 EXTERIOR MATERIAL SCHEDULE /LEGEND HATCH /KEY 1 MATERIAL M BRICK VENEER ® ®� CULTURED STONE VENEER �M EXPOSURE' M r ��� €�rr�tirrrt CEMENTITIOUS SHINGLE SIDING �1Mt1N� FIBER CEMENT 7 niii PANELS PRODUCT /MANUFACTURER TRIANGLE BRICK , MODULAR; 3 5/8" x 2 114" x 7 5/8 "1 COLOR; CAMBRIDGE NATIVE STONE - NATIVE CUSTOM STONE VENEER - STACKED GRANITE FACTORY PRIMED t FIELD PAINTED HARDIE SHINGLE 'STAGGERED -EDGE PANEL', 6" EXPOSURE W/ I X 4 BATTEN STRIPS AT 2' -0" O.C. 1111111111111111 BRICK / - - 8 111111111111!111 5/8% CAMBRIDGE son TRIANGLE ;- MODULAR: 7 5/8% COLOR.- CAMBRIDGE m . - - ' • • - • . - - / . •• ROOFING PRE -FIN, ALUM. COLOR TO MATCH RAILING @ STAIR OPENINGS 4 UNIT BALCONIES El JEXPAUST WALL CAP FINISH TO MATCH EXTERIOR WALL FINISH WINDOW TYPE TAG. TYP, FOR ENTIRE SEE A7 -01 FOR SPECIFIC MODEL NUMBERS VERTICAL STACK U,N,O, GENERAL NOTES 1. PROVIDE CONTROL JOINTS IN BRICK @ MAX 30' -0" O.C. CONTROL JOINT COLOR SHALL MATCH MORTAR COLOR 2. ALL VENT PIPING EXTENDING ABOVE ROOF SURFACE SHALL BE PAINTED A COLOR SUCH THAT IT WILL BLEND WITH THE ROOFING MATERIAL COLOR. 3. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40 %. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30 %. BUILDING TYPE 4 I '� BACK CENTER ELEVATION_ Scale: 316 " =1' -D" ■ __ : k : 2 An z O U rr U) z O U O u- 0 w 0 U) U) O z 6 :USS BEARINGgK EV. = 43' -10" TRUSS BEARING ELEV, = 41' -10" FOURTH FLOOR _ ELEV. = 32' -0" THIRD FLOOR _ ELEV. = 21' -4" SECOND FLOOR _ ELEV. = 10'4" FIRST FLOOR _ ELEV. = 0' -0' G TYPE 4 . 4/i L_­_v_nn EXTERIOR MATERIAL SCHEDULE /LEGEND HATCH /KEY 1 MATERIAL PRODUCT /MANUFACTURER BRICK VENEER TRIANGLE BRICK , MODULAR; 3 5/8" x 2 i/4" x 7 5/8", COLORS CAMBRIDGE CULTURED STONE NATIVE STONE - NATIVE CUSTOM STONE VENEER VENEER - STACKED GRANITE FIBER CEMENT SIDING WITH 6" FACTORY PRIMED t FIELD PAINTED EXPOSURE' CEMENTITIOUS HARDIE SHINGLE 'STAGGERED -EDGE PANEL', SHINGLE SIDING 6" EXPOSURE FIBER CEMENT W/ I X 4 BATTEN STRIPS AT 2' -0" O.G. PANELS !11l11!!I!!1l11! BRICK SOLDIERS ''TRIANGLE BRICK , MODULARi 3 5/8" x 2 114" x 1111l1!!I!I!!!1! 7 5/8 COLO TRIANGLE BRICK II AR i COLOR COLORt CAMBRIDGE ARCPITECTURAL OWENS CORNING OAKRIDGE PRO 30 AR 5ERIE5/ I I 'DRIFTWOOD' m PRE -FIN, ALUM. COLOR TO MATCH RAILING @ STAIR OPENINGS t UNIT BALCONIES ® EXHAUST WALL CAP FINISH TO MATCH EXTERIOR WALL FINISH WINDOW TYPE TAG, QTYP, FOR ENTIRE SEE A7 -01 FOR SPECIFIC MODEL NUMBERS VERTICAL STACK U,N,O, GENERAL NOTES 1. PROVIDE CONTROL JOINTS IN BRICK @ MAX 30' -0" O.C. CONTROL JOINT COLOR SHALL MATCH MORTAR COLOR 2. ALL VENT PIPING EXTENDING ABOVE ROOF SURFACE SHALL BE PAINTED A COLOR SUCH THAT IT WILL BLEND WITH THE ROOFING MATERIAL COLOR. 3. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40 %. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30 %. KEY PLAN Scale: 3/16 " -1' -0" ORNICE LUMINUM ON FASCIA BEARING 42' -10" BEARING 41' -10" FLOOR ob 32' -0" _ *e. I. • E. FAI z O U 0 z O U fr O LL 0 w 0 U) U) O z GUI PIP W roll U E E E E EXTERIOR MATERIAL SCHEDULE /LEGEND HATCH /KEY I MATERIAL PRODUCT /MANUFACTURER BRICK VENEER TRIANGLE BRICK , MODULAR; 3 5/5" x 2 1/4" x 7 5/S", COLORc CAMBRIDGE CULTURED STONE NATIVE STONE - NATIVE CUSTOM STONE VENEER VENEER - STACKED GRANITE IN 1 - POSG N .WIETEMITI' M 1 a oms1m in • SHINGLE SIDING FIBER CEMENT PANELS FACTORY PRIMED t FIELD PAINTED HARDIE SHINGLE 'STAGGERED -EDGE PANEL', 6" EXPOSURE W/ I X 4 BATTEN STRIPS AT 2' -0" O.C. 1111111111111111 :- • - B- OD • - 1111111111111111 • •- CAMBRIDGE TRIANGLE BRICK •D .• ; i i COLORt CAMBRIDGE OWENS CORNING OAKRIDGE PRO 30 AR 5ERIE5 [fe I� /M� /1r�� - • • • •u�E�rrrrr�r� 'DRIFTWOOD' PRE -FIN, ALUM. COLOR TO MATCH RAILING @ STAIR OPENINGS 4 UNIT BALCONIES © EXHAUST WALL CAP FINISH TO MATCH EXTERIOR WALL FINISH WINDOW TYPE TAG. QTYP. FOR ENTIRE SEE A7 -01 FOR SPECIFIC MODEL NUMBERS VERTICAL STACK U,N,O, GENERAL NOTES 1. PROVIDE CONTROL JOINTS IN BRICK @ MAX 30' -0" O.C. CONTROL JOINT COLOR SHALL MATCH MORTAR COLOR 2. ALL VENT PIPING EXTENDING ABOVE ROOF SURFACE SHALL BE PAINTED A COLOR SUCH THAT IT WILL BLEND WITH THE ROOFING MATERIAL COLOR. 3. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40 %. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30 %. FRONT LEFT ELEVATION Scale: 3/16 " -1' -0" z O H U D W H z O rr O LL 0 w U) Cn O z �2/�: EXTERIOR MATERIAL SCHEDULE /LEGEND PATCH /KEY 1 MATERIAL - - - - -- rr - - -M I .�� • m ®FIBER CEMENT SIDING WITH 6" EXPOSURE' "10 Isms wiens IN 1317ougo FIBER CEMENT PANELS PRODUCT /MANUFACTURER TRIANGLE BRICK , MODULAR,. 3 5/8" x 2 I /4" x 7 5/8 "1 COLORt CAMBRIDGE NATIVE STONE - NATIVE CUSTOM STONE VENEER - STACKED GRANITE FACTORY PRIMED t FIELD PAINTED HARDIE SHINGLE 'STAGGERED -EDGE PANEL', 6" EXPOSURE W/ I X 4 BATTEN STRIPS AT 2' -0" O.C. 1111111111111111 BRIC SOLDIERS •D 7 5/8"1 COLOR: CAMBRIDGE TRIANGLE 1111111111111111 BR MODULAR: i i i • I' CAMBRIDGE aranrrrrru C ITECTURAL • • • OAKRIDGE PRO lAOlrr /rrrrirl urrrrrrr rrrl �rrrrflrrr�irrr ROOFING I ' • 1 •rrlrrrrrrrrr� PRE -FIN, ALUM. COLOR TO MATCH RAILING @ STAIR OPENINGS t UNIT BALCONIES A EXHAUST WALL CAP FINISH TO MATCH EXTERIOR WALL FINISH WINDOW TYPE TAG. QTYP, FOR ENTIRE SEE A7 -01 FOR SPECIFIC MODEL NUMBERS VERTICAL STACK U,N,O, GENERAL NOTES 1. PROVIDE CONTROL JOINTS IN BRICK @ MAX 30' -0" O.C. CONTROL JOINT COLOR SHALL MATCH MORTAR COLOR 2. ALL VENT PIPING EXTENDING ABOVE ROOF SURFACE SHALL BE PAINTED A COLOR SUCH THAT IT WILL BLEND WITH THE ROOFING MATERIAL COLOR. 3. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40 %. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30 %. KEY PLAN C 04 FRONT RIGHT ELEVATION Scale: 3/16 " =1' -0" ►0 z O U CD z O U rr O LL 0 w U) U) O z 12 5t I ILL- -1 11V1JnL_L I'1L -ul IIIVVI I RAILING AT STAIR WINDOW OPENINGS AND UNIT BALCONIES BUILDING TYPE 1 �LEFT ELEVATION Scale: 3/16 " -1' -0" WATER TABLE 8' x 8' BALCONY /PATIO SLIDING GLASS DOOR FIBER CEMENT CORNICE BOARD OGEE ALUMINUM GUTTER ON FASCIA BOARD TRUSS BEARING ELE1�— 3l_ " WOOD BRACKET - 1 x 6 FIBER CEMENT TRIM THIRD FLOOR 211 eII - PROVIDE RELIEVING JOINT IN SIMULATED STONE AT EACH FLOOR LEVEL, TYP. (R.J, = RELIEVING JOINT) SECOND FLOOR - EXTERIOR WALL SCONCE FIRST FLOOR I Q 0 EXTERIOR MATERIAL SCHEDULE /LEGEND HATCH /KEY MATERIAL PRODUCT/MANUFACTURER BRICK VENEER TRIANGLE BRICK , MODULAR: 3 5/8" x 2 1/4" x 7 5/8 ' , COLORI CAMBRIDGE - - CULTURED STONE NATIVE STONE - NATIVE CUSTOM STONE VENEER VENEER - STACKED GRANITE FIBER CEMENT SIDING WITH 6 PRIMED t FIELD PAINTED EXPOSURE' CEMENTITIOUS HARDIE SHINGLE 'STAGGERED -EDGE PANEL', SHINGLE SIDING 6" EXPOSURE FIBER CEMENT W/ 1 X 4 BATTEN STRIPS AT 2' -0" O,C. PANELS BRICK SOLDIERS TRIANGLE BRICK , MODULAR: 3 5/8" x 2 1/4" x 7 5/8", COLOR: CAMBRIDGE ® BRICK SILL TRIANGLE BRICK , MODULAR: 3 5/8" x 2 114" x 7 5/8% COLOR; CAMBRIDGE ARCHITECTURAL OWENS CORNING OAKRIDGE PRO 30 AR SERIES ROOFING SHINGLES 'DRIFTWOOD' PRE -FIN. ALUM, COLOR TO MATCH RAILING @ STAIR OPENINGS 4 UNIT BALCONIES EXHAUST WALL CAP FINISH TO MATCH EXTERIOR WALL FINISH WINDOW TYPE TAG, TYP, FOR ENTIRE SEE A7 -01 FOR SPECIFIC MODEL NUMBERS VERTICAL STACK u.N.o, GENERAL NOTES 1. PROVIDE CONTROL JOINTS IN BRICK @ MAX 30' -0" O.C. CONTROL JOINT COLOR SHALL MATCH MORTAR COLOR 2. ALL VENT PIPING EXTENDING ABOVE ROOF SURFACE SHALL BE PAINTED A COLOR SUCH THAT IT WILL BLEND WITH THE ROOFING MATERIAL COLOR. 3. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40 %. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30 %. 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TABLE 6' x 8' BALCONY /PATIO SLIDING GLASS DOOR BUILDING TYPE 2 LEFT &RIGHT END ELEVATIONS Scale: 3/16 " -1' -0" PROVIDE RELIEVING JOINT IN SIMULATED Co STONE AT EACH FLOOR LEVEL, TYP, o (R,J. = RELIEVING JOINT) ��_SECOND FLOOR _ ELEV. = 10' -8" EXTERIOR WALL SCONCE Co ° O FIRST FLOOR ELEV. =O' -D" - - - - -- EXTERIOR MATERIAL SCHEDULE /LEGEND HATCH /KEY MATERIAL PRODUCT /MANUFACTURER BRICK VENEER TRIANGLE BRICK , MODULAR: 3 5/8" x 2 1/4" x 7 , COLORI CAMBRIDGE - CULTURED STONE NATIVE STONE NATIVE CUSTOM STONE - _ - VENEER VENEER - STACKED GRANITE - FIBER CEMENT It FACTORY PRIMED t FIELD PAINTED SIDING WITP 6 EXPOSURE' CEMENTITIOIUS HARDIE SHINGLE 'STAGGERED -EDGE PANEL', SHINGLE SIDING 6" EXPOSURE FIBER CEMENT W/ 1 X 4 BATTEN STRIPS AT 2' -0" L PANELS I BRICK SOLDIERS TRIANGLE BRICK , MODULAR: 3 5/8" x 2 114" x 7 5/8", COLOR,, CAMBRIDGE 11 1 i I I iTT-1 BRICK SILL TRIANGLE BRICK , MODULAR: 3 5/8" x 2 114" x 7 5/8"1 COLOR I CAMBRIDGE ARCHITECTURAL OWENS CORNING OAKRIDGE PRO 30 AR SERIES, t' ROOFING SHINGLES 'DRIFTWOOD' PRE -FIN. ALUM, COLOR TO MATCH RAILING @ STAIR OPENINGS t UNIT BALCONIES 9 1EXHAUST WALL CAPS FINISH TO MATCH. EXTERIOR WALL FINISH WINDOW TYPE TAG, TYP, FOR ENTIRE SEE A7 -01 FOR SPECIFIC MODEL NUMBERS VERTICAL STACK U,N,O, GENERAL NOTES 1. PROVIDE CONTROL JOINTS IN BRICK @MAX 30' -0" O.C. CONTROL JOINT COLOR SHALL MATCH MORTAR COLOR 2. ALL VENT PIPING EXTENDING ABOVE ROOF SURFACE SHALL BE PAINTED A COLOR SUCH THAT IT WILL BLEND WITH THE ROOFING MATERIAL COLOR. 3. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40 %. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30 %. KEY PLAN APNU UNI I MAL1,L)NI= Ln I LNivl rvr -NLL BUILDING TYPE 2 FRONT &REAR ELEVATIONS Scale: 3/16 " -1' -0" WOOD CORNICE BOARD OGEE ALUMINUM GUTTER ON FASCIA BOARD TRUSS BEARING. ELEV, = 34' -3" TRUSS BEARING ELEV. = 3-L-2" 4" ROUND PAINTED ALUMINUM DOWNSPOUT THIRD FLOOR ELEV. = 21' -4" — Ix6FIBER CEMENT TRIM SECOND FLOOR _ ELEV. = 10'4" BUILT-UP COLUMNS FIRST FLOOR ELEV. = 0' -0' z 0 z O 0 !z O U- 0 w D U) O z DRAWING NO: A5 -02 PRINTED DATE ISSUE /REVISION r ARB - SUBMITTAL V' ISSUED FOR GMP 12/07115 F O i—I T W � O O O� N � y W 0- W C) � W W z W H 0 0 E-1 m Cn x ' V Cn 4-J z F O u O [--� p Q H� C W V �, VJ W O COMMISSION NO: 14- 063.00 C •, o W � C O G DRAWING NO: A5 -02 PRINTED DATE ISSUE /REVISION 06105115 ARB - SUBMITTAL 07113115 ISSUED FOR GMP 12/07115 ARB - RE- SUBMITTAL DRAWING NO: A5 -02 U"]l F-1 O W T ATx W O O O� N � y W 0- W � W W z W H 0 0 E-1 m Cn x ' V Cn z O [--� Q H� W J W COMMISSION NO: 14- 063.00 DRAWING NO: A5 -02 RAILING AT STAIR WINDOW a x U C.JHLI.VIN 1 / I t'1 I ll/ OPENINGS AND UNIT SLIDING GLASS DOOR BALCONIES WOOD CORNICE BOARD OGEE ALUMINUM GUTTER ON FASCIA BOARD ;USS BEARING EV, = A4'- I I TRUSS BEARING, ELEV. = 41' FOURTH FLOOR ,h ELEV. = 32' -0" THIRD FLOOR OL ELEV. = 21' -4" SECOND FLOOR ELEV. = 10' -8" - - - -- FIRST FLOOR ot ELEV. = 00 BUILDING TYPE 3 '1 SIDE ELEVATIONS Scale: 3/16 " =1' -0" EXTERIOR MATERIAL SCHEDULE /LEGEND HATCH /KEY I MATERIAL PRODUCT /MANUFACTURER BRICK VENEER TRIANGLE BRICK , MODULAR: 3 5/8" x 2 114" x 7 5/8 "1 COLORi CAMBRIDGE CULTURED STONE NATIVE STONE - NATIVE CUSTOM STONE VENEER VENEER - STACKED GRANITE FIBER CEMENT SIDING WITH 6" EXPOSURE' iill�n�rti�r� - iiirr�ii �r�tnrir�r�� FIBER CEMENT PANELS nninifnm BRICK • • - nmm�mn FACTORY PRIMED t FIELD PAINTED HARDIE SHINGLE 'STAGGERED -EDGE PANEL', 6" EXPOSURE W/ 1 X 4 BATTEN STRIPS AT 2' -0" O,C. TRIANGLE BRICK , MODULAR: 3 5/8" x 2 114" x 7 5/8", COLOR; CAMBRIDGE 'TRIANGLE •r 7 5/8"1 COLORi CAMBRIDGE ARCHITECTURAL !OWENS CORNING OAKRIDGE PRO 30 AR SERIES, 11 follI ROOFING PRE -FIN. ALUM, COLOR TO MATCH RAILING @ STAIR OPENINGS t UNIT BALCONI ES ® 1 EXHAUST WALL FINISH TO MATCH EXTERIOR WALL FINISH WINDOW TYPE TAG, SEE A7 -01 FOR SPECIFIC MODEL NUMBERS <8TYP, FOR ENTIRE > VERTICAL STACK u.N.o, GENERAL NOTES 1. PROVIDE CONTROL JOINTS IN BRICK @ MAX 30' -0" O.C. CONTROL JOINT COLOR SHALL MATCH MORTAR COLOR 2. ALL VENT PIPING EXTENDING ABOVE ROOF SURFACE SHALL BE PAINTED A COLOR SUCH THAT IT WILL BLEND WITH THE ROOFING MATERIAL COLOR. 3. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40 %. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30 %. KEY PLAN ANU UINI I nALULAN] = L.n 1 L-11%1%./Ill r14P1L.L_ WOOD CORNICE BOARD OGEE ALUMINUM GUTTER ON FASCIA BOARD _TRUSS BEARING ELEV. = 42'-10" TRUSS BEARING - — — — — — — — — — — — — ELEV. = 41' -10" I _FOURTH FLOOR ELEV. = 32' -0" THIRD FLOOR - $ — — — — — — — — — — — ELEV. = 21' -4 " _ SECOND FLOOR ELEV. = 10' -81' — FIRST FLOOR - — — — — — — — — — — ELEV. = 0'4" IE 3 FRONT ELEVATION. Scale: 3/16 " =1' -0" z C F_ U F_ z C C Ix LL C LL U. U, F_ C WOOD CORNICE BOARD OGEE ALUMINUM GUTTER ON FASCIA BOARD TRUSS BEARING, ,E-C–EV. = 44'-1 TRUSS BEARING ELEV, = 41' -10" - - - - -- FOURTH FLOOR ELEV, = 32' -0" — THIRD FLOOR — — — — — — — — — — — — — ELEV, = 21' -4" SECOND FLOOR - ELEV, = 10'4" FIRST FLOOR ELEV, = 0' -0''— BUILDING TYPE 3 BALCONY SIDE ELEVATION Scale: 3/16 " -1' -0" EXTERIOR MATERIAL SCHEDULE /LEGEND HATCH /KEY I MATERIAL PRODUCT /MANUFACTURER BRICK VENEER TRIANGLE BRICK , MODULAR: 3 5/8" x 2 1/4" x 7 5/8 ", COLORS CAMBRIDGE CULTURED STONE NATIVE STONE - NATIVE CUSTOM STONE VENEER VENEER - STACKED GRANITE FIBER CEMENT SIDING WITH 6" FACTORY PRIMED � FIELD PAINTED EXPOSURE' CEMENTITIOUS NARDIE SHINGLE 'STAGGERED -EDGE PANEL', SHINGLE SIDING 6" EXPOSURE FIBER CEMENT " W/ 1 X 4 BATTEN STRIPS AT 2' -0 O,C. PANELS BRICK SOLDIERS TRIANGLE BRICK , MODULAR: 3 5/8" x 2 1/4" x 7 5/8 ", COLOR; CAMBRIDGE ® BRICK SILL TRIANGLE BRICK , MODULAR: 3 5/8" x 2 1/4" x 7 5/8 , COLOR; CAMBRIDGE ARCHITECTURAL OWENS CORNING OAKRIDGE PRO 30 AR SERIES, ROOFING SHINGLES 'DRIFTWOOD' FOURTH FLOOR _ _ — ELEV. = 32' -0" PRE FIN. ALUM, COLOR TO MATCH RAILING @STAIR OPENINGS t UNIT BALCONIES EXHAUST WALL CAP FINISH TO MATCH EXTERIOR WALL FINISH WINDOW TYPE TAG, THIRD FLOOR X TYP, FOR ENTIRE SEE A7 -01 FOR SPECIFIC MODEL NUMBERS „ — — — VERTICAL STACK ELEV. = 21'-4 u.N.o, GENERAL NOTES 1. PROVIDE CONTROL JOINTS IN BRICK @ MAX 30' -0" O.C. CONTROL JOINT COLOR SHALL MATCH MORTAR COLOR 2. ALL VENT PIPING EXTENDING ABOVE ROOF SURFACE SHALL BE PAINTED A SECOND FLOOR COLOR SUCH THAT IT WILL BLEND WITH THE ROOFING MATERIAL COLOR. ELEV. = 10'4" 3. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40 %. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30 %. FIRST FLOOR — — ELEV. = 0' -0" KEY PLAN BUILDING TYPE 3 L BALCONY SIDE ELEVATION RAILING AT STAIR WINDOW OPENINGS AND UNIT BALCONI ES WOOD CORNICE BOARD OGEE ALUMINUM GUTTER ON FASCIA BOARD TRUSS BEARING ELEV, = 42' -10" TRUSS BEARING_ ELEV, = 41' -10" WOOD CORNICE BOARD OGEE ALUMINUM GUTTER ON FASCIA BOARD TRUSS BEARING ELEV, = 42' -10" TRUSS BEARINGS — — — ELEV, = 41' -10" FOURTH FLOOR _ _ — ELEV. = 32' -0" PRE FIN. ALUM, COLOR TO MATCH RAILING @STAIR OPENINGS t UNIT BALCONIES EXHAUST WALL CAP FINISH TO MATCH EXTERIOR WALL FINISH WINDOW TYPE TAG, THIRD FLOOR X TYP, FOR ENTIRE SEE A7 -01 FOR SPECIFIC MODEL NUMBERS „ — — — VERTICAL STACK ELEV. = 21'-4 u.N.o, GENERAL NOTES 1. PROVIDE CONTROL JOINTS IN BRICK @ MAX 30' -0" O.C. CONTROL JOINT COLOR SHALL MATCH MORTAR COLOR 2. ALL VENT PIPING EXTENDING ABOVE ROOF SURFACE SHALL BE PAINTED A SECOND FLOOR COLOR SUCH THAT IT WILL BLEND WITH THE ROOFING MATERIAL COLOR. ELEV. = 10'4" 3. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40 %. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30 %. FIRST FLOOR — — ELEV. = 0' -0" KEY PLAN BUILDING TYPE 3 L BALCONY SIDE ELEVATION RAILING AT STAIR WINDOW OPENINGS AND UNIT BALCONI ES WOOD CORNICE BOARD OGEE ALUMINUM GUTTER ON FASCIA BOARD TRUSS BEARING ELEV, = 42' -10" TRUSS BEARING_ ELEV, = 41' -10" C2 x U Ut- �Lk.viv I I FM I IL/ V V I `V I I'Q %A I I I Lm V SLIDING GLASS DOOR REAR ELEVATION Scale: 3/16 " -1' -0" FOURTH FLOOR — — — — — — — — — — ELEV. = 32' -0" THIRD FLOOR — — — — — — — — — — If LEV. = 21' -4" SECOND FLOOR ELEV,= 10' -8" - -- FIRST FLOOR _ ELEV. = 0' -0" z O U z O U rr O U- 0 w D Cn Cn F_ O z :ju " WOOD CORNICE BOARD 12 12 g OGEE ALUMINUM GUTTER ON FASCIA BOARD i TRUSS BEARING ENV, 3a__ 21. — — WOOD BRACKET O O i I � _ _ = 1 x 6 FIBER CEMENT TRIM - — _ - THIRD FLOOR — — — d, ELEV, = 211-411_$- 11 -41' $- 12 _ .1.5.1 co I 0 0 1 _SECOND FLOOR co ELEV, 10' -811 — — EXTERIOR WALL _�\ SCONCE W 0 0 cy- FIRST FLOOR ELEV, = 0' -0" BUILDING TYPE 2 SIDE ELEVATION - Scale: 3/16 " =1' -0" )OD CORNICE BOARD OGEE ALUMINUM GUTTER ON FASCIA BOARD TRU55 BEARING ELEV, = 312' WOOD BRACKET - 0 FIBER CEMENT TRIM - THIRD FLOOR _ CA ELEV, = 214' SECOND FLOOR _ ELEV, = 10'-8" EXTERIOR WALL - SCONCE= 0 CIDe-Ir CI /V)m OGEE ALUMINUM GUTTER ON FASCIA BOARD TRUSS BEARING, ELF-V. = 31_ -2" WOOD CORNICE BOARD I x 6 FIBER CEMENT TRIM THIRD FLOOR ELEV_ 21' -4" TUSCAN COLUMNS SECOND FLOOR ELEV. = 10' -8" FIRST FLOOR ELEV. = 0' -0" — BUILDING TYPE 2 SIDE ELEVATION - Scale: 3/16 " =1' -0" BUILDING TYPE 7 SIDE ELEVATION Scale: 3/16 " =1' -0" 2 A6 -01 BUILDING TYPE 2 SIDE ELEVATION - Scale: 3/16 " =1' -0" m_ w__AmA_m_ k a iaomm■ mri.... r. ri.... a■. �.. n■. i■ a>.. r. u.... rnlN.. in. mu.n..■.mi.u■a.msn.nu■u.u.a� /►. ■rrmu ■ruiuu■ mu■■■ uni■ uusu■ r■ r■ unm■ uiuir■ nnn ■■rnnr■■unur■ruuunuun■nu•��l ■1► ■i��i ,iii ■i �r� . �,r�i� r i� Ii rul .- i iiin' iii' flu ■ iiilri�r rir�I1 ■ilii�ii ■�i111 Kill 'rr ■�■ 1 11 ligl �i i■�'iu�i i i �u�ul 'i%�p��i�i�rl'rr�u%��1 ■ ■ ■ ■ili. ronf� ��i'It��[[ iii %��Et[!1 %���L�tir�f��,�1�r �1rf����rNi���f1�uEsmfinf1 Eels ��f�1��rF�r: i / ■��� ■II� ■� 1�. 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ALUM, RAILING @ STAIR _� �— ' �N OPENINGS t UNIT J . t, —.� � p EXHAUST WALL CAP FINISH TO MATCH EXTERIOR WALL FINISH —�' r�r ■■�r■ia Iron■�� ��rfllafill DRAWING NO: A5 -05 w Q _ _ ELEV. = 10 -8 — — I II WINDOW TYPE TAG, TYP, FOR ENTIRE SEE A7 -01 FOR SPECIFIC MODEL NUMBERS "� VERTICAL STACK • Cz U,N,O, rinrn■r� Il�rl� >r/111 GENERAL NOTES 1. PROVIDE CONTROL JOINTS IN BRICK @ MAX 30' -0" O.C. CONTROL JOINT FIRST FLOOR ob — _ COLOR SHALL MATCH MORTAR COLOR ELEV. = 0' -0" 2. ALL VENT PIPING EXTENDING ABOVE ROOF SURFACE SHALL BE PAINTED A COLOR SUCH THAT IT WILL BLEND WITH THE ROOFING MATERIAL COLOR. I---1 3. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40 %. VISIBLE 0 LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30 %. 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WOOD CORNICE BOARD H c w F-4 W I BRICK SOLDIERS TRIANGLE BRICK , MODULAR: 3 5/8" x 2 1/4" x 7 5/8", COLOR: CAMBRIDGE i x 6 FIBER CEMENT TRIM ® BRICK SILL TRIANGLE BRICK , MODULAR: 3 5/8" x 2 114" x 7 5/8"1 COLOR: CAMBRIDGE �D THIRD FLOOR ELEV. = 21' -4" — — ARCHITECTURAL ROOFING SHINGLES OWENS CORNING OAKRIDGE PRO 30 AR SERIES 'DRIFTWOOD' v �� H� W PRE -FIN. ALUM, RAILING @ STAIR COLOR TO MATCH ' �N OPENINGS t UNIT J BALCONIES p EXHAUST WALL CAP FINISH TO MATCH EXTERIOR WALL FINISH 14- 063.00 SECOND FLOOR DRAWING NO: A5 -05 w Q _ _ ELEV. = 10 -8 — — I II WINDOW TYPE TAG, TYP, FOR ENTIRE SEE A7 -01 FOR SPECIFIC MODEL NUMBERS VERTICAL STACK • Cz U,N,O, GENERAL NOTES 1. PROVIDE CONTROL JOINTS IN BRICK @ MAX 30' -0" O.C. CONTROL JOINT FIRST FLOOR ob — _ COLOR SHALL MATCH MORTAR COLOR ELEV. = 0' -0" 2. ALL VENT PIPING EXTENDING ABOVE ROOF SURFACE SHALL BE PAINTED A COLOR SUCH THAT IT WILL BLEND WITH THE ROOFING MATERIAL COLOR. I---1 3. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40 %. VISIBLE 0 LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30 %. KEY PLAN BUILDING TYPE 2 SIDE ELEVATION - Scale: 3/16 " =1' -0" m_ w__AmA_m_ k a iaomm■ mri.... r. ri.... a■. �.. n■. i■ a>.. r. u.... rnlN.. in. mu.n..■.mi.u■a.msn.nu■u.u.a� /►. ■rrmu ■ruiuu■ mu■■■ uni■ uusu■ r■ r■ unm■ uiuir■ nnn ■■rnnr■■unur■ruuunuun■nu•��l ■1► ■i��i ,iii ■i �r� . �,r�i� r i� Ii rul .- i iiin' iii' flu ■ iiilri�r rir�I1 ■ilii�ii ■�i111 Kill 'rr ■�■ 1 11 ligl �i i■�'iu�i i i �u�ul 'i%�p��i�i�rl'rr�u%��1 ■ ■ ■ ■ili. ronf� ��i'It��[[ iii %��Et[!1 %���L�tir�f��,�1�r �1rf����rNi���f1�uEsmfinf1 Eels ��f�1��rF�r: i / ■��� ■II� ■� 1�. NMI , r urrn■■r iu .roan ■: our,. n ■rurw■uuu ■■ ilmomo uu■■nrrn rur.' %. �■ , ■1 ■ ■.�I• �' ■1 ■ ■■�1. • rnnn■ nnonnrunrrnrn■ rru ■n rr■ r n ■r none ■mnn uu i■ f • " i�.i�i�ir. ■iii % ■u�iii ■ iii Ingo ni ,i�i%im �i:n.n i:.i allies wil �rrur■ rrrrrrr ■rirrrrr■rrirrrr■rrrrir ■ ■rr■ ii ■in ur ■r rI rrni■rurrrrnrirnr �.�arrururuuuon 19 mass rrrurr rr ■r rrrrrrrnrrurrr ■rr�inrrunr�■ao .� ■■ ■111 ■1 ■■ ■111 ■V■ ■11111 ■1 ■ ■ ■11. ■■tai °iiiririrli ii�i lot i�iiiirrir■i iuiinnirr�n i ii�iuliiu��� ■ ■11 ■1 ■ ■ ■ ■11 ■1 ■ ■ ■ ■11 ■1 ■ ■ ■ ■11 ■1 ■ ■►. ■_■ III ■�►!� ■noiini "■ ni�Iiiai' iiiiiwrii�ni °ariiniu�r -'�� ■III ■11�■ 111 ■11� ■11111'1■ ■III ■11� ■111►. 1■ 111 ■1.•;:l r::!N :::!::i :i:.!:::r:om ■llit !1. /VIII ■1 ■ ■■ 111 ■It■ ■111 ■1■ ■11111 ■1 ■■ ■111 ■1 ■ ■� -�i' J"'u i IIIIIIIIIIIIII ■IIIi1111111W1���; ��NIIII■IIi1111111111111N11111 ■ ■ ■ —■wl+ • — ■ Em ■ ■ sMR - - 0111IM112-m—B - ME Illr�llr�111 ■110 �i1rM�IrI ilt�rl�rrin all l�r�111r�111 - I�I�rIr� 1 /rrl•1lrl■ I. �I�������II�ryIIINllll�l�lll,I, � I 1 I I!A I ..� ■ inrrrnirrirrrn ■.rrrrr■i■rrririiiii .w-- i. —il.�� �F.�is ■ ■ � mow. == —�� — ww,w1■Y .Y.Y BOOM.- SORROW sm CI:I i ■IiBiYi■iYl� I � III � � ��,�;��'�`� -__-• -- _-- _ - - -_ -- IRE �01 '_I■ ■ ■.I ■t ■Ipl 11 ■■11 ■ ■.11 ■I ■1. �� - wl�ai -'I�.� ���--- � —� —$� �� PRE-FINISHED ALUMINUM •A • • BALCONIES AT r DOOR BUILDING TYPE 1 RIGHT END ELEVATION Scale: - 3/16" =1' -0" WOOD CORNICE BOARD OGEE ALUMINUM GUTTER ON FASCIA BOARD ° TRU55B�E{ARING � V— , = !W -211 WOOD BRACKET 0 o i I 1 x 6 FIBER CEMENT TRIM THIRD FLOOR _ ELEV, PROVIDE RELIEVING JOINT IN SIMULATED STONE AT d; EACH FLOOR LEVEL, TYP. °► o (R,J, = RELIEVING JOINT) • • • SECOND FLOOR EXTERIOR WALL SCONCE FIRST FLOOR z O I— z O C) 0 0 w U) 0 z PRINTED DATE ISSUE /REVISION 07/13/15 ISSUED FOR GMP 12/07/15 ARB - RE- SUBMITTAL O C� \ 00 r - �1 W O � c°v W Q o O O O T O p:i o O LO w H c w F-4 W I 0 U � O W �D �� u v �� H� W ' �N J w COMMISSION NO: 14- 063.00 DRAWING NO: A5 -05 w Q • Cz o I---1 0 m PRINTED DATE ISSUE /REVISION 07/13/15 ISSUED FOR GMP 12/07/15 ARB - RE- SUBMITTAL O \ 00 r - �1 O c°v W T O O O T O O LO w r w F-4 W E-R-i � O U m Cn H� w J w COMMISSION NO: 14- 063.00 DRAWING NO: A5 -05 w Q Lumi -im Schedule Symbol LNy Lebei Lum. Union. LLF De dplbn I'll.— Lum. Watts Total~. -�� 7 V1`2 16178 1.000 VP -L -80X8- 180 -T2 -6K VP- LAON8- 180 -T2.b. 180 1260 -loll 13 VP3 17126 1A00 VP.L -80148- 190 -T3 -6K VP- 1.40148- 180 -T3.14a 180 2340 �1J 12 V1`3 -28 17126 1.000 VP- L-11aN8- 190 -T3 -6K VP- 490148- 180 -73.14. lea 4320 12.4 1 VP3 -21L 11128 1.000 VP- L- 80X8 - 190-73 -6K Vlo."ON8- 1110 -73.14- ... ]80 y 18 W 809 1000 U. Imlle lnr.ebcteE Scone OW1062- 2N76.1i 14 1 612 Cakulatbn Summery Label CalcType Un9a A°p Max Min AYgIMIn M../MI. Prop -Y line Illuml— Fc 002 0.3 00 NA. NA. Property line ROADWAY Illuminance Fe 0.06 0.6 0.0 NA. NA. SNo Illumin— F. 0.87 12.6 00 N A. NA. P--.d Illuminance k 3.69 12.4 1.1 316 11.27 — �NrERST NOTE: to to to A T• E 6 4 EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE to t0 t0 to to to to to to to to t0 INITIAL LUMENS SHALL BE A FULL CUT —OFF LUMINAIRE AND SHALL BE ARRANGED So to to to t0 ba to to to to to to to So to to to to e° to So OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS So So to t to to to to to ea to to to to to to to t0 to ba to to to to to to to to to to to AND /SWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM to to to b ±° a e° "° '° b° '° e° a° b° a° b° a° e° b° b° e° e° e° a° b° '° e° a° b° e° e° LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL ba _ito b.o S0 bo to 'No bo to St0 b�S�Sy to to to to So So to to to to to to So to to to to to to to to So to to to to to to So So bn to to to So eo oft DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. -- to to So bo to to bo So ba So to coo Sto „ S0 So to to to t0 to So to So b0 b0 to to to to to to to to to b0 to So S t0 t0 to to S.0 to to So So to to to to So limb ° bo to So to to So S�to ` to.` to 0 ao bo to to So 'o° � ao� #o to an eo to to ao to to to " to S �bo to So to to ao to ao ao to bo to to to to to So So ao to to t to to to to So too to to So to ao to to to 110 to bI bo q to b.0 t ao a t tm`Qo ` b b o So bo 0 o to to Ya4- to to to to So to to ._ to to, "to to to to to $o So eo to to .10 #o to So to to to to to 'to bo to to #o ao So to ao #o to to to to to #o to #o #o to to to bo le to So So So ISO to % to to t to to So to to + to �o`�So = to to to to to So So S� 6° t o So t0 to b0 to So to bo So t0 t. So to to So to S0` So '6o to So to to bo to S bo to to to to So So So to $1 to to to So b.o S0 So to t % 10 t bo t bo bo b t0 to e° #° to So So So So a° So to b t,-,b to b° to a° ao to to to 3'%0 0 fio b° b° b°;eo bo' to a° to a° a° a° to to ao to 'bo to a° b° b° ao to b° a° to to So to #o to ao bo #o ba ao 'S° to ao to ao to #o b° #o to So b° to bo to to b0 to lo to o to�1+�1 to so '6o to to fie to to to to to U to ��ao =e° So ao eo #o to a° hobo o #o eo a° a0 #o b° 'to SO bo a° to to �a�o to to to a° to to to to to to to to to a° #o to to to #o ao to b.o to #o #o to #o to to too ao #o b° to bo bo b° b° b° to to b� So So So to to to °� Sa �o So a° ao b° b° b° So b° So ` bow` ao ao eo eo to a° b° ° 61 ° ao ° 60 ° bo ° #o o b.° ° o o o o ° b0 u o ,,, v e° bo bo bo b° e° to to ao a° a° b° to to to bo So to So b° a° b° #o a° a° a° to #o #o b° #o SO to to Ito to So to S0 to to to to So to to to So So b0 S0 to to So to to to t0 %0 to T1a'to to to to bo to to So So So to to to to So to b° b° to So t0 to to to e° So to �b0 b bo ' b° ° bo ° to " o., 0 "0 T"n °40o -30 So So b° to to to to to to to to t0 b0 \\ ,to to b0 to SO to �to to Sa So to to So So b° to to to to So b° to to b , to t to b° to to bo to SO a0 to ao� So 10 #o — a0 —en- b —`- b- R° a° b° bo b° b_ —b0 b_ =_eo So to b° eo to So b°b to to b° a to to to 'do to to a° to to a0 to to to $0 a° to ao °� to to to to to to to to to to to bo e0 to t So to to to b° to boll) So So S° to to t0 to to to to to to to to to b So bo to So to So So So b° So to to So to So to to to So eo to So to So to So to bo t0 to b° So So to to b0b0 So -5o S'—ba - b,o_a0 _.S°___ ° b0 bo to S° So to e0 to to to So #o b° bo #0 0`0� #o to to to to to e° to to #o to to to to to to to to to b° %I to to bo So to to to b° So to So to to So to to b bo to b° So So So S b0 bo b0 So b0 So to to t0 $0 b° e° e° b0 to So to to b° So So b0 to So to So t0 b So to b0 So t to to to b° to to bo So to to to So b0 to "t1, So to t0 S0 So t0 to°� °..,, to So bn So to to to to to So So to to to to to t0 t0 to S e° t0 to So S0 So to t0 S° t0 So So to to b° to to to �to So to to to b° S° S° So to to to So to to to to to bo to So to to to So to bo b° So So o So to 0 % b0 b So So So to b° So So b0 to to to 0 b0 So to t © �°�So to to to to to S° So to to So to to to to to oft t bo to Ito to S So to b.o b° to So So to b° to to So to So to So to to So DSO bo So eo b° b° So S° to� S° So b0 So bo So So ao b° So eo eo So So b° So 15 o S° bo So - L0• So ba bo bo So So bo So b° S° bo S° So S° So „bo; r#o , °b ° ° to io\ ' 0 ,50 to to to to S0 to to to to to to to to to \ lJ a to to So Ito to b to So b.0 to to to So So b0 to t0 b0 to So to S to to So to to So to to So So. 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WHIPPLE project manager P. PRICE project team FIFTH T S BEET PLACE project name DOMINION REALTY PARTNERS client 5TH STREET CHARLOTTESVILLE, VIRGINIA project address 1444.00 project number FINAL SITE PLAN SUBMITTAL project phase AUGUST 4, 2015 issue date 2 12/14/15 1 12/7/15 revisions SITE PLAN COMMENTS ARB COMMENTS OVERALL LIGHTING PLAN sheet title O sheet number w a t e r s t r e e t s t u d i O landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 TH PRICE �., 638 professional seal K. WHIPPLE project manager P. 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PRICE project team � FIFTH STREET PLACE project name DOMINION REALTY PARTNERS client 5TH STREET CHARLOTTESVILLE, VIRGINIA project address 1444.00 project number FINAL SITE PLAN SUBMITTAL project phase AUGUST 4, 2015 issue date 2 12/14/15 SITE PLAN COMMENTS 1 12/7/15 ARB COMMENTS revisions PARKING LOT LIGHTING PLAN sheet title sheet number 1717 � _, ,' DUIXT111.1.1tiM Uy LlyllUlly vu nud- l"tltardi 1,4043tilial4l INU161"ll. J'LYV�FCVENTRALIS-17472 . JVV1111 .' `. , ^. .' r" 11° "..' %out"swu • *Mt1lMYr.• : , & Job Name: VP- L -80NB- 180 -4K T2- XXX- RA -XXX � � Job Name: VP- L -80NB- 180- 4K- T2- XXX- RA -XXX LIGHTING 5th Street Apartments VP2 : LIGHTING 5th Street Apartments AV(RGINIA Notes: AVIR,, - Notes: Ji,;:4Rrt6r. ..,.iaRN'Et- __..... _.... _ /' "� \ ,f.:, rev. 10.16.2014 i _ V, VIPER - LARGE (LED) l- designce.technology ` "' - +,;: Large Viper Luminaire 0 ` S � ' _ Max Weight: 25.0 Ibs -- I www.beaconproduct-S.Com , ;r ,#. Max EPA: 1 sq ft v - - - - -- ' - =e PCR TL SF2 BRT K T R NV Sample le VP L 96NB 280 5 5 U P - - - - - - Ordenn VP -L / ONB 1$0 / `4K / T2 / XXX ";� / T / I / I RA XXX Ordering $ - , . A B C D E F G H A MODEL i G. SENSOR OPTIONS VP -L Viper - Large OCS occupancy sensor (on /off) OILS occupancy sensor (on /oil) MOD motion dimming detector AWT , NG•S 1. ; ENMNE -WATTS r. it 64NB -135 135 Watts - LED array _ ... - -- - G- HOUSE SIDE SHIELD OPTIONS 64NB -190 190 Watts - LED array HSS -90 house side shield 90* 8ONB -180 180 Watts -LED array HSS -180 house side shield 180° 8ONB -235 235 Watts - LED array BLC backlight control° 96NB -220 220 Watts - LED array 96NB- 220 220 Watts - LED array 96NB -280 280 Watts - LED array Ir'MOUNTINGOPTKINS j, 1 iMIOUNTING OPTIONS i '' RA rectangular arm C.,CCT ' COLbR TEMP "' .. ° - -- - .._.. ., SF2 2 3/8' OD slip -fitter 5K 5000K (std.) PK2 2 3/8" adjustable knuckle 4K 4000K I WB wall bracket 3K 3000K 3K 3000K _ ,I.`coioR (Select finish) I ii Bill basic black textured T1 type 1 Bill black matte textured T2 type II WHT white textured T3 type III MBT metallic bronze textured T4 type IV I BZT bronze textured T5R type V, rectangular DBT dark bronze textured T5 QM type V , sq uare medium GYS gray smooth T5W type V, round wide DPS dark platinum smooth FR front row auto optic GNT green textured GINT green textured MST metallic silver textured E:';VOLTAGE MTT metallic titanium textured UNV 120 -277V OtA/l old world iron 347V 347V RAIL 480V 480V SELECT VOLTAGE SELECT 347V 347V RAL 480V 480V SELECT VOLTAGE I SELECT gaskets, or hardware. Device shall have no moving parts, and shall operate entirely at FINISH FINISH ! ELECTRICAL, OPTIONS F ELECTRICAL OPt1ONS" -- Power /Lumens & Distrubutions to revert to full power in the event of an interruption of its power supply, or faulty wiring PCR -TL photocell, twist lock PCR-TL photocell, twist -lock PCR -SC photocell, shorting cap PCR-SC photocell, shorting cap 2PF dual power feed '•z 2PF dual power feed i'' CER7IFICATIONSJt ISTING3 E ll� Certification Data: UL/cUL Wet Location Listed, 0 i,L LM79 /LM80 Compliant IDA a roved G Vibration Rated, Design Lights Consortium *Qualified' r rot a4lalele wig+ 641415.135 I—- i ' rmt available with 64NB-135 ' not avaY.'ttxe 0 347V at 49DV kgsut i 'notavrar:., 0347Vor480VInput ' 0e!-4nL, nts CAnsYort ur CRar, ,l Refer 10 www.dedgnlighis.org Qualified Products List trxier Fames Models r;,a dataJs i under Family Models to detil 1 • T4 optic only - --- --- -- - - - -- - - --j ' Tz oplic only 041 58th Avenue Circle East Bradenton, 1134203 Phone: (800) 345 -4928 Fax: (941) 751 -5535 - - l - - ORDERING Submitted by Lighting Virginia-central Catalog Number. Type: voAyB Job Name: (2)VP- L -80N6- 180 -4K T3- XXX -RA- / p LIGHTING 'r/ 5th Street Apartments XXX Pal VIRGINIA Notes: !'! kfi p'PRNEt"� LV . CENTRAL75 -17472 0-11" ' � y • .: rev. 10.16.2014 - � .,�, ' a >�- VIPER - LARGE (LED) . `° design.performance.technology °? �� °�- :�:. Large Viper Luminaire It . *t � 0 , " Max Weight: 25.0 Ibs wwwbeaconproducts.com k v _ Max EPA: 1 sq ft 1 �, i - () DEGREES 2 FIXTURES 1 __------- ` } :: J 8ONB -180 / 4K J ; T3 ;;I / XXX '',i / i / _ ? ..__ l / ._ RA XXX 2 VP "L - - - A B C D E F G H A. MODEL i',I' 1G" SENSOR OPTIONS VP -L Viper - Large for the United States and Canada and have a surge current rating of 20,000 Amps OILS occupancy sensor (on /oil) using the Industry standard 8/20 pSec wave. The LSP shall have a clamping voltage of MOD motion dimming detector ; ENMNE -WATTS r. it 64NB -135 135 Watts - LED array L4; HOUSE SIDE SHIELD OPTIONS 64NB -190 190 Watts - LED array HSS -90 house side shield 90* 8ONB -180 180 Watts -LED array HSS -180 house side shield 180* 80NB -235 235 Watts -LED array Y L kli ht contr I e C loot o 9 96NB- 220 220 Watts - LED array and micro - cellular polyurethane foam gasket ensures a weather -proof seal around each 96NB -280 280 Watts -LED array 1 iMIOUNTING OPTIONS Color Rendering Index (CRq: Luminaire shall have a minimum CRI of 67 at 5000K. RA rectangular arm C. CCT COLOR TEMP SIF2 2 3/8" OD slip -fitter 5K 5000K (std.) Fill 2 3/8" adjustable knuckle 4K 4000K we wall bracket 3K 3000K L•rfeshield- Circuit: Thermal circuit shall protect the luminaire from excessive tempera- and thermocured. Beacote V finish shall consist of a five stage iron phosphate chemical J. COLOR ',(Select firtlSh} D. OPTICS ,,,,,,,,,,,,,,,, BBT basic black textured TI type 1 BMT black matte textured T2 type II Will white textured T3 type III MBT metallic bronze textured T4 type IV I BZT bronze textured T5R type V, rectangular DBT dark bronze textured T50M type V, square medium GYS gray smooth T5W type V, round wide DIPS dark platinum smooth FR front row auto optic GINT green textured Warranty: Beacon luminaires feature a 5 year limited warranty. Beacon LED luminaires MIST metail c silver textured E VOLTAGE T MITT metallic titanium textured UNV 120-277V OMIT old world iron 347V 347V RAL 480V 480V SELECT VOLTAGE I SELECT gaskets, or hardware. Device shall have no moving parts, and shall operate entirely at Corn complete details and exclusions. FINISH F ELECTRICAL OPt1ONS" -- Power /Lumens & Distrubutions to revert to full power in the event of an interruption of its power supply, or faulty wiring t , PCR-TL photocell, twist -lock A .v -` g -7 t PCR-SC photocell, shorting cap 2PF dual power feed i'' CERTIFICATIONS/USTINGS Certification Data: UVcUL Wet Location Listed, 1j, 0 LM79 /LM80 Compliant IDA a roved G Vibration " Rated Desi nL hts Con sortium Qualified' I—- i ' rmt available with 64NB-135 'notavrar:., 0347Vor480VInput 1 W N0 235 200DO -21780 8Pr93 79.47% 1 s DesginUghts, Cons Qualified, Paler td' ww"w.designlights.org Qualified Products Ust under Family Models to detil 1 "' 2fkSi2178(1 93 tC(j' i31r ' Tz oplic only Board will be mounted to the heat sink using minimum 12 #4 -40 screws to ensure con- 2041 58th Avenue Circle East Bradenton, 1134203 Phone: (800) 345 -4928 Fax: (941) 751 -5535 ^� , BE: 0- i design.performance.technology \'Alf'! rev. 10.16.2014 VIPER - LARGE (LED) Large Viper Luminaire Max Weight: 25.0 lies Max EPA: 1 sq ft General: The Beacon Viper sum inalre i s available in two sizes with a wide choice of Ent Surge Protecto r. Th e on-board surge rotector shall be a UL recognized component different FD Wattage configurations and optical distributions designed to replace HID for the United States and Canada and have a surge current rating of 20,000 Amps lighting up to 1000W MH or HPS and with 5 different mounting options for application in using the Industry standard 8/20 pSec wave. The LSP shall have a clamping voltage of a wide variety of new and existing installations. Luminaires are suitable for wet locations. 825V and surge rating of 540J. The case shall be a high - temperature, flame resistant Application plastic enclosure. Bezel Optic System: Each Viper lumnaire is supplied with an one piece optical car- NONE tridge system consisting of an LED engine, LED lamps, optics, gasket and stainless Fasteners: All fasteners shall be stainless steel When tamper resistant fasteners are steel bezel. The cartridge is held together with Internal brass standoffs soldered to the required, spanner HD (snake eye) style shall be provided (special tool required, consult board so that it can be field replaced as a one piece optical system. Two -piece silicone factory). and micro - cellular polyurethane foam gasket ensures a weather -proof seal around each . :€ f,. r individual LED. Color Rendering Index (CRq: Luminaire shall have a minimum CRI of 67 at 5000K. The optical cartridge is secured to the die cast housing with fasteners. The optics are Operating Environment: Shall be able to operate normally in ambient temperatures held in place without the use of adhesives. The cartridge assembly is available in various from -40*C to 40 *0 lighting distributions using TIR designed acrylic optical tenses over each LED. ;HKU BY I Finish: Finish shall be a Beacote V polyester powder -coat electro- statically applied L•rfeshield- Circuit: Thermal circuit shall protect the luminaire from excessive tempera- and thermocured. Beacote V finish shall consist of a five stage iron phosphate chemical ture by interfacing with the 0-1 OV dimmable drivers to reduce drive current as necessary. pretreatment regimen with a polymer primer sealer, oven dry off, and top coated with The factory- preset temperature limits shall be designed to ensure maximum hours of a thermoset super TGIC polyester powder coat finish. The finish shall meet the AAMA operation to assure L70 rated lumen maintenance. The device shall activate at a specific, 605.2 performance specification which includes passing a 3000 hour salt spray test factory-preset temperature, and progressively reduce power over a finite temperature for corrosion resistance and resists cracking or loss of adhesion per ASTM D522 and range. resists surface impacts of up to 160 inch- pound. A luminaire equipped with the device may be reliably operated in any ambient tem- Agency Certification: The luminaire shall bear a CSA label and be marked suitable for perature up to 55'C (131%). The thermal circuit will allow higher maximum Wattages wet locations. The Beacon Viper is approved by the International Dark -Sky association than would be permissible on an unregulated luminaire (ff some variation in light output as a dark sky friendly fixture. is permissible), without risk of premature LED failure or lumen depreciation. Operation WPnCAn RDSSVI n.. dF TnI500n. 1313 sni�n-l.wlsn�wm,D,nRRrOR a aan� shall be smooth and undetectable to the eye. Thermal circuit shall directly measure the Warranty: Beacon luminaires feature a 5 year limited warranty. Beacon LED luminaires temperature at the LED solder point, Thermal circuit shall consist of surface mounted with LED arrays feature a 5 year limited warranty covering the LED arrays. LED drivers components mounted on the LED engine (printed circuit board). For maximum simplicity are Covered by a 5 year limited warranty. PIR sensors carry a 5 year limited warranty and reliability, the device shall have no dedicated enclosure, circuit board, wiring harness, from the sensor manufacturer. See Warranty Information on www.beaconproducts. gaskets, or hardware. Device shall have no moving parts, and shall operate entirely at Corn complete details and exclusions. low voltage. The device shall be located in an area of the luminaire that is protected from the elements. Thermal circuit shall be designed to "fail on ", allowing the luminaire Power /Lumens & Distrubutions to revert to full power in the event of an interruption of its power supply, or faulty wiring t , connection to the drivers. A .v -` g -7 t Device shall be able to co -exist with other 0 -10V control devices (occupancy sensors, external dimmers, etc.). The device will effectively control the solder point temperature as 13N 12h 3150 SXi 9 ?', 83 Naa '„ 2.5156' needed; otherwise it will allow the other control devices) to function unimpeded. 604B 190 1tM5 171W 6&94 79 77 0 I Printed Circuit Board (PCB): Aluminum thermal clad board with 0.062" thick aluminum ?' 80 N8 <i; 180 n f 7UCC 18104 93 -xcd, ' ; 2 73 ',', '';' base layer, thermally conductive dielectric layer, 0.0014" thick copper circuit layer cir- 1 W N0 235 200DO -21780 8Pr93 79.47% 1 1. ALL HARWARE TO BE GALVANIZED TO ASTM A153. cult layer designed with copper pours to minimize thermal impedance across dielectric. "' 2fkSi2178(1 93 tC(j' i31r Board will be mounted to the heat sink using minimum 12 #4 -40 screws to ensure con- Board will be mounted to the heat sink using minimum 12 #4 -40 screws to ensure con tact with thermal pad and heat sink. Use of thermal grease will not be allowed. 96fd6 290 24700-26130 68 93 7g 77% I B" I 96NB Zan 247_ 2G130 98-93 79 77 ffi TM21 is the framework for taking LM -80 data and making useful LED lifetime projec- li Housing and LED Thermal Management The Viper' monolithic housing design cre- tions. Reported and Calculated Lifetimes shown are based on hours at the time of ates over 4.5 square feet (small Viper) or 7.7 square feet (large Viper) of heat - sinking sur- this printing. For current Reported and calculated hours please contact factory or face area. Vertical fins, combined with flow -thru openings prevent sediment and moisture Beacons web -site. buildup on critical heat sinking surfaces without the need for grates, screens or other Beacon's wel debris control tactics. The Viper housing, electrical compartment and fitter are made CCT (COLOR TEMP) CRI from die cast aluminum that is pre - treated and powder- coated to meet the most rugged Lumen Output (Color Rendering) industry standards. The finish is corrosion resistant to meet ASTMB -117, resists cracking Multipliers or loss of adhesion per ASTM D522, resists surface impacts of up to 160 inch - pound. Al Multipliers external hardware is corrosion resistant. The housing serves as a heat -sink for the LED 5000K = 1.0 min 67 CRI bezel with a separate compartment for the drivers. ZOOK = .92 min 70 CRI Electrical Assembly: The fixture electrical compartment shall contain all LED driver 3000K =.75 min 80 CRI components and shall be provided with a push -button terminal block for AC power 3000K =.75 min 80 CRI connections. The housing is designed for an optional twist lock photo control receptacle. DRILL PATTERN ld connections. The housing is designed for an optional twist lock photo control receptacle Accessibility: Although the Viper luminaire is designed to operate for many years with- out maintenance, accessibility is a key component in its design. The Drivers are mounted 4" suggested cisiaooa i I I out maintenance, accessibility is a key component in its design. The Drivers are mounted on a removable door that is secured with keyslotted screws and hinges down for cone- from top of polo I s 1 j I_ �' 6_ nient access. The drivers are field replaceable using quick disconnects. I I i 1, 2 - ! O5i8 ... �I Drivers: Luminaires are equipped with an LED driver that accepts t OOV through 277V, c'f5 . • . I' II 50 Hz to 60 Hz (UNM, or a driver that accepts 347V or 480V input. Power factor is .92 at full load. All electrical components are rated at 50,000 hours at full load and 25 *C am- 2x05116- I II i blent conditions per MIL- 217F Notice 2. Dimming drivers are standard, with connections Rertang__ I t �_ "m ;I for external dimming equipment available upon request. Component -to- component wir- - - -- -¢ ing within the luminaire may carry no more than 80% of rated load and is listed by UL for p,�'��-, .o 'F°�"Poll use at 600VAC at 50 "C or higher. Plug disconnects are listed by UL for use at 600 VAC, 7�-O" P* 13A or higher. 13A rating applies to primary (AC) side only. ` - - -' ing within the luminaire may carry no more than BD% of rated load and is listed by UL for Due to our continued efforts to Improve our products, product specifications are subject to use at 600VAG at 5G'C or higher. Plug disconnects are listed by UL for use at 600 VAC, change without notice. __ _._ .__ - -_. _ - ___. _ __- _ -_ - __ . .__. _. - _ __ . _ _.. __-._____ 041 58th Avenue Circle East Bradenton, fl 34203 Phone: (800) 345 -4928 Fax: (941) 751 -5535 - SPECIRCAn- Submitted by Lighting Virginia-Central Catalog Number: Type: ,:loAA1, Job Name: (2)VP- L -80NB- 180- 4K- T3- XXX -RA- 1 / p f Y LIGHTING 5th Street Apartments XXX pia G7 (t pVIRGINiA Notes: i' "j ;..... EV L.V.CENTRAL75- ''17472 design 1'' 0 . performance.technol rev. 10.16.2014 VIPER - LARGE (LED) Large Viper Lumilnaire Max Weight* 25.10 lbs Max EPA: 1 sq ft General: The Beacon Viper luminaire is available in two sizes with a wide choice of Surge Protector. The on -board surge protector shall be a ILL recognized component at a configurations and optical distributions designed to replace HID different LED W tag Co g op g eP 0 A for the United States and Canada end have a surge current rating of 20,00 nips lighting up to 1000W MH or HPS and with 5 different mounting options for application in using the industry standard 8/20 pSec wave. The LSP shall have a clamping voltage of a wide variety of new and existing installations. Luminaires are suitable for wet locations. 825V and surge rating of 540J. The case shall be a high - temperature, flame resistant Application plastic enclosure. Bezel Optic System: Each Viper luminaire is supplied with an one piece optical car- NONE tridge system consisting of an LED engine, LED lamps, optics, gasket and stainless Fasteners: All fasteners shall be stainless steel. When tamper resistant fasteners are steel bezel. The cartridge is held together with internal brass standoffs soldered to the required, spanner HD (snake eye) style shall be provided (special tool required, consult board so that it can be field replaced as a one piece optical system. Two -piece silicone factory), and micro - cellular polyurethane foam gasket ensures a weather -proof seal around each . :€ f,. r individual LED, Color Rendering Index (CRq: Luminaire shall have a minimum CRI of 67 at 5000K. The optical cartridge is secured to the die cast housing with fasteners. The optics are Operating Environment: Shall be able to operate normally in ambient temperatures held in place without the use of adhesives. The cartridge assembly is available in various from -40 *C to 40 *C lighting distributions using TIR designed acrylic optical lenses over each LED. ;HKU BY I Finish: Finish shall be a Beacote V polyester powder -coat electro-statically applied Lifeshiell Circuit: Thermal circuit shall protect the luminaire from excessive tempera- and thermocured. Beacote V finish shall consist of a five stage iron phosphate chertnical ture by interfacing with the 0 -I OV dimmable drivers to reduce drive current as necessary. pretreatment regimen with a polymer primer sealer, oven dry off, and top coated 'with The factory- preset temperature limits shall be designed to ensure maximum hours of a thermoset super TGIC polyester powder coat finish. The finish shall meet the A/AMA operation to assure L70 rated lumen maintenance. Th e device shall activate at a specific, 605.2 performance specification which includes passing a 3000 hour salt spray test factory-preset temperature, and progressively reduce power over a finite temperature for corrosion resistance and resists cracking or loss of adhesion per ASTM D522 and range. resists surface impacts of up to 150 inch - pound. A luminaire equipped with the device may be reliably operated in any ambient tem- Agency Certification: The luminaire shall bear a CSA label and be marked suitabhe fo perature up to 55°C (131 °F). The thermal circuit will allow higher maximum Wattages wet locations. The Beacon Viper is approved by the International Dark -Sky association than would be permissible on an unregulated luminaire If some variation in light output as a dark sky friendly fixture. is permissible), without risk of premature LED failure or lumen depreciation. Operation WPnCAn RDSSVI n.. dF TnI500n. 1313 sni�n-l.wlsn�wm,D,nRRrOR a aan� shall be smooth and undetectable to the eye. Thermal circult shall directly measure the Warranty: Beacon luminaires feature a 5 year limited warranty. Beacon LED luminaires temperature at the LED solder point. Thermal circuit shall consist of surface mounted with LED arrays feature a 5 year limited warranty covering the LED arrays. LED drivers components mounted on the LED engine (printed circuit board). For maximum simplicity are covered by a 5 year limited warranty. PIR sensors carry a 5 year limited warranty and reliability, the device shall have no dedicated enclosure, circuit board, wiring harness, from the sensor manufacturer. See Warranty Information on www.beaconproducts. gaskets, or Hardware. Device shall have no moving parts, and shall operate entirely at can complete details and exclusions. low voltage. The device shall be located in an area of the luminaire that is protected from the elements. Thermal circuit shall be designed to "fail on ", allowing the luminaire Power/Lumens & Distrubutions to revert to full power In the event of an interruption of its power supply, or faulty wiring . : -.. ,, '" „ t connection to the drivers. 406..1. }; ,}'!,,i(+a- ASTM A -36 z IV Device shall be able to co -exist with other 0 -10V control devices (occupancy sensors external dimmers, etc.). The device will effectively control the solder poet temperature as 2.5156' 6aN6 1 1a 4X1' 1 iL(j iKi 9f: 9399 %'' r. ......:'I: ,.. ... needed; otherwise it will allow the other control devices) to function unimpeded. 64N8 190 165DD -17900 86.94 79,77%6 Printed Circuit Board ( PCB): Aluminum thermal clad board with 0.062" thick aluminum t? i "> : 181 1700t) -18tOD 93-;tl ? "aa4131 ii base layer, thermally conductive dielectric layer, 0.0014" thick copper circuit layer cir- 1. ALL HARWARE TO BE GALVANIZED TO ASTM A153. I 8l 235 2=- 21780 66.03 70.07% cult layer designed with copper pours to minimize thermal impedance across dielectric. (,, : `2ip,�i7 j, Board will be mounted to the heat sink using minimum 12 #4 -40 screws to ensure con I:' tact with thermal pad and heat sink. Use of thermal grease will not be allowed. I B" I 96NB Zan 247_ 2G130 98-93 79 77 ffi 4. POLE DESIGN IS BASED AGPJNST COMMERCIAL GRADE STANDARDS. TM21 is the framework for taking LM -80 data and making useful LED Iiletime projec- Housing and LED Thermal Management The Viper' monolithic housing design cre- lions Reported and Calculated Lifetimes shown are based on hours at the time of ates over 4.5 square feet (small Viper) or 7.7 square feet (large Viper) of heat- sinking sur - this printing For current Reported and Calculated hours please contact factory or face area. Vertical fins, combined with flow -thru openings prevent sediment and moisture Beacon's wel buildup on critical heat sinking surfaces without the need for grates, screens or other debris control tactics. The Viper housing, electrical compartment and fitter are made OCT (COLOR TEMPI CRI from die cast aluminum that is pre - treated and powder - coated to meet the most rugged Lumen Output (Color Rendering) I ndustry standards. The finish Is corrosion resistant to meet ASTMB -117, resists cracking Multipliers or loss of adhesion per ASTM D522, resists surface impacts of up to 160 inch - pound. All .;• external hardware Is corrosion resistant. The housing serves as a heat -sink for the LED 5000K = 1.0 min 67 CRI bezel with a separate compartment fox the drivers. 4000K = .92 min 70 CRI Electrical Assembly: The fixture electrical compartment shall contain all LED driver 3000K =.75 min 80 CRI components and shall be provided with a push -button terminal block for AC power connections. The housing is designed for an optional twist lock photo control receptacle DRILL PATTERN i JJ Aceessibllity: Although the Viper luminaire is designed to operate for many years with- I out maintenance, accessibility is a key component in its design. The Drivers are mounted 4' SugSres'6ad tARtaroe � , on a removable door that is secured with keyslotted screws and hinges down for cone- fm ro top of pole I I i 1, 2 nient access. The drivers are field replaceable using quick disconnects. c'f5 . • . s I Drivers: Luminaires are equipped with an LED driver that accepts 100V through 277V, 7x 05 16" I , l i i 50 Hz to 60 Hz (UNIV), or a driver that accepts 347V or 480V input. Power factor is .92 i at full load. All electrical components are rated at 50,000 hours at full load and 25 *C am- Re____ { ('I !:l I bient conditions per MIL- 217F Notice 2. Dimming drivers are standard, with connections m, f for external dimming equipment available upon request. Component -to- component wir- ` - - -' ing within the luminaire may carry no more than BD% of rated load and is listed by UL for � 1 ,- p use at 600VAG at 5G'C or higher. Plug disconnects are listed by UL for use at 600 VAC, I ✓_'O6 -P* 13A or higher. 13A rating applies to primary (AC) side only. Due to cur continued efforts to improve our products, product specifications are subject to change without notice. ORDERING i I 2041 58th Avenue Circle East Bradenton, fi 34203 Phone: (800) 345 -4928 Fax: (941) 751 -5535 SPEC IRCATi01� -- - - __-- - --•- - -- - - - - -� - --• -- - -- -- - - - - -- Submitted by Lighting Virginia-Central Catalog Number: Type: :: ic- -- - -- Jab Name: VP- L -BONB- 180- 4K-T2- XXX -R,i LIGHTING 5th Street Apartments 1�P2 VIRGINIA Notes: a' -0- LV- CENTRALI5 -1747: IDA hup:// www: darkskyorg /compwtentt!'sat"?view- product dde°tyait&comppg... t + RA �" 5 R _ R ," . a . f . - � ` 4 # � k.i0 ) 0 t� 1 0 1 ill APPROVED DARK SKY FRIENDLY FIXTURE rr TyM11.l;Ya!Z41l Product Detail - Click here to go on search result page. Company Beacon Products Name: Extends: 6" Wekbsite: hit .-Owww.bea on roducts,com - Model Name: Viper series Application Area, Parking ,Security,ArchitecWral,Pathway Yp$' NONE Source Type: LED Product 100 Image; OMMIMMM Specification . :€ f,. r Sheets: beac vlper_I spec 03212013.pdf I I ir CCT Options! p i i Ii 3000K,4000 K,5000K Available - Bug: ;HKU BY Submitted by Lk 'eo"A'+ LIGHTING VIRGINIA .,'I;,p4RNf�?' tillAI Job Name: 5th Street Apartments ' 4' a 1 , d - r. SL Y 3 . * 'a I R Catalog Number: Type: (2)VP-L-80NB-180-4K-T3-XXX-RA- XXX VP 3-2B Notes: LV . CENTRALI5.17472 bttp:Pwww.d:trkskyorg/compancnt'('s-vNiew=product_detail&Ccomppg.- I t. sta SEARdi I i, v I 1. �``.Ja00 1 1 e\ (i d APPROVED DARK SKY IL'RIENDLY FIXTURE fill tTTiTi M4.1 1 . Click here to n arch resin e. 0 O 3e t Product Detail �.�. g page. Company Beacon Products Name: Website: :ltwww.heaconl3roducts.com Model Name: Viper series Application Area, Parking ,SecuftArchhectural,Pathway Type: Source Type: LED Product Image: Specification Y ".I �1 Sheets: beat viper L spee 03212013.pctf i I I I I! i :I I ,) ... .................................................... . . . . ...... ......... ., ... ,.,.,,,,,,,.,... ................. I .,.,,,.,111 1.1..........................., ,...,,,. ..,., ... ........ ............. .. CCT Options: 3000K,4000K,5000K Available - Bug: - - - -_ - . . . __. -... -- - - -- - --- _ - --- -_. -- - . Submitted by Li htin Virginia- entral Catalog Number:, Type: - „,�A «& - Jab Name: SNS- 16- 40- 11- AB- PC(XXX) -DM19 GL POLE LIGHTING 5th Street Apartments Il) AVIRGINIA Notes: 4RN£r LV• CENTRALIS17472 -_1 el DM /9 13-0 ❑ DM2e � ❑ DM29 ❑ DM39 OHO ❑ DM49 I + ❑ T25R (2 7/9" OD) I 0 T30 (3 1/2' OD) I POLE TOP OPTIONS I DRILLED FOR SINGLE ARM 180* 8._y,. ' I I 0, BOLT CIRCLE 114- 90* ' - - -+ .- 270' 5 SLOTTED BOLT HOLE5 (Tip) - -- / 3/4" WALLTrlr J n + I/8" BASE PLATE DETAIL ­4 I­- 3/4" HF�( NUT (x2) FLAT WA51-lER (x2) * PROJECTION: 4' MIN 5* MAX 17" * ANCHOR BOLT TEMPLATE: 4" X 4" X I I GA AET -850 -4 * FULLY GALVANIZED PER: ASTM A -153 N �. POLE MARK /FOR APPROVAL TYPE: BY: DATE: AMERICAN LITE POLE REV IIATE lnY IREVS10N Dr.. t. I T:C:I Extends: 6" SCALE. DATE. DWG BY. Mounting Prcl Cap Nuts ANCHOR BOLT DETAIL rIIJJE�' ,"all, -. UPS Ship NONE WIND (MPH) 80 90 100 1 10 Watts: 14 1 0.762 I 1 150 EPA 9.6 6.7 4.5 PO NJtVFFR: u'�'r. ;HKU BY I WEIGHT 240 167 150 CKR �� * *CONFIDENTIAL ** I 40 3.5' EXPOSED BASE L LOADING CHART Safety Listing: `msµ ONe� ll BY OTHERS COMPONENT SPECIFICATION RL'd I WPnCAn RDSSVI n.. dF TnI500n. 1313 sni�n-l.wlsn�wm,D,nRRrOR a aan� - - IV X 4tt X 11 GA POLE SHAFT ASTM A -500 GRADE C - FROM "P10nCN! nTe POLE OVERALL HEIGHT BASE PLATE ASTM A -36 = 19.5 FEET ANCHOR BOLTS ASTM F -1554 GRADE 55 I MISC. STEEL ASTM A -36 I 2.5156' SPECIFICATIONS REINFORC HANDHO - @ O* 1. ALL HARWARE TO BE GALVANIZED TO ASTM A153. 2. POLE ASSEMBLY TO BE PAINTED OR GALVANIZED . 3. ALL WELDING TO CONFORM TO AWS D1.1 MOST RECENT EDITION. I B" I 4. POLE DESIGN IS BASED AGPJNST COMMERCIAL GRADE STANDARDS. ULL BASE COVER 5. DESIGN WIND SPEEDS IN LOADING CHART INCLUDE 1.3 GUST FACTOR. 6. POLES SHOULD BE MONITORED FREQUENTLY FOR SIGNS OF HARMONIC ~ VIBRATION, WHICH WILL CAUSE STRUCTURAL FATIGUE. CONSULT FACTORY -:' .;• FOR A DAMPING DEVICE THAT CAN HELP MINIMIZE THE EFFECTS OF VIBRATION. , : GENERAL NOTES N �. POLE MARK /FOR APPROVAL TYPE: BY: DATE: Collection: Medford Lakes $malt Outdoor Lantern in $tafuary Bronze Finish with Etched Hammered with L.igh( Amber Glass Shade UPC #:785652278242 Finish: Statuary Bronze (51) Shade t Glass 1 Diffuser Details: Dimensions: AMERICAN LITE POLE REV IIATE lnY IREVS10N Dr.. t. I T:C:I Extends: 6" SCALE. DATE. DWG BY. Mounting Prcl Cap Nuts 2800 S. TIULEN, SUITE 200 rIIJJE�' ,"all, -. UPS Ship NONE 05/10/07 BM 1785652278242 FORT WORTH, 1'X 76109 1 10 Watts: 14 1 0.762 Watts Consumed: 14 1 150 g �i�+�� 817- 924 -3682 PIT. 817- 924 -7049 FAX Hours Rated: 50000 1 84 PO NJtVFFR: u'�'r. ;HKU BY d 1 344.4 Cli 90 Features: NV Pallet CKR �� * *CONFIDENTIAL ** L, scRlPl.url 40 1 Body - Aluminum - Undefined 86,667 Safety Listing: `msµ ONe� ll SQUARE STRAIGHT STEEL Instruction Sheets: Un'AWI�I� N�U.1M B.n. RL'd WPnCAn RDSSVI n.. dF TnI500n. 1313 sni�n-l.wlsn�wm,D,nRRrOR a aan� - - IV X 4tt X 11 GA SNS' 16- 40'11 -AB - FROM "P10nCN! nTe POLE Collection: Medford Lakes $malt Outdoor Lantern in $tafuary Bronze Finish with Etched Hammered with L.igh( Amber Glass Shade UPC #:785652278242 Finish: Statuary Bronze (51) Shade t Glass 1 Diffuser Details: Dimensions: Productir Width: r Extends: 6" Height: 11'^ Were: 6 I r2" Weight: 3:3 Ibs. Mounting Prcl Cap Nuts I Weight Connection: Mounted To Box UPS Ship Bulb Type: Modules 88880915 -51 Bulb Base: Integrated 1785652278242 Vohs* 120 1 10 Watts: 14 1 0.762 Watts Consumed: 14 1 150 Watts Rated: 14 NJ Paget Hours Rated: 50000 1 84 L 1000 1 48 1 40 1 71.25 1 344.4 Cli 90 Features: NV Pallet * Advanced LED technology that warms in color when dimmed (2700K - 22001i Material List: 40 1 Body - Aluminum - Undefined 86,667 Safety Listing: Safety Listed for Wet Locations Instruction Sheets: English (HC -1507) French (F-0 1 0) Backplate I Canopy Details: Type I Height I Length I Width I Depth I Diameter I Outlet 1301 Up Cutlet Box Down Back Plate 5 112 4 1/2 718 6 V2 4 1!2 Shipping Information: Package Type Productir I Quantity JUPC I Length width Height Cube I Weight I Frt.Class UPS Ship Individual 88880915 -51 1 1 1785652278242 1 13.5 1 10 1 915 1 0.762 1 4.1 1 150 I Yes NJ Paget 1 84 1 1 48 1 40 1 71.25 1 79167 1 344.4 1 1 No NV Pallet 80 48 40 78 86,667 328 No ai t rn a cNt Ito t or liaog XD Sea Gull Lii��hNng teatwas the tight b revise 111e dasgn of mrlgrnnents Otarvy produn due t0 pant ev rabimy men" In surety telling standards without assumatg any ign N malNy any prod udn prevkaafy manufactured and wthW nonce. Tres literawre depicts a pro" design that .s, the sUe and erciusme 1101 y at* Sea Gut LgMUig, to c m+r'aiano• with Us copyrgh, antl w-t reoutrenrertia. ttoUM1calwn a taxeby presanpd m ads W., art 0as bwrakae, or rim product t dool is not a be r ili,ed al ®rTa•dd a us•d ht arty ntanimr mihwt the axpni wdaen DOnimm of, at* cawwy to tho b� krterests or Sea GWi Llgmmg - A Gernama &ands Cool wate r s t reetst u d i O landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 01 r6?38 PRICE �� pE AR� professional seal K. WHIPPLE project manager P. PRICE project team FIFTH STREET PLACE project name DOMINION REALTY PARTNERS client 5TH STREET CHARLOTTESVILLE, VIRGINIA project address 1444.00 project number FINAL SITE PLAN SUBMITTAL project phase AUGUST 4, 2015 issue date 2 12/14/15 SITE PLAN COMMENTS 1 12/7/15 ARB COMMENTS revisions LIGHTING CUT SHEETS sheet title 0111 0 � "n 3 004 sheet number I (_ ,f (.. i.. 3 f BUILDING #5 - TYPE 4 - SOUTHWEST ELEVATION COLOR LEGEND MATERIAL LEGEND GENERAL NOTES STAMP KEY PLAN `..,......«,........ Z a.n�,�,. =.,.Mn„a„e.—.,....'. B awn, F � ...r n .......... .. . �R w� ......,�.k..�.... .,. b?J,I! Pon�M.m, 5 ................. ......... . ®Fl. .... �. I, EL -04 E—nnnu� 5TH STREET APARTMENTS - CHARLOTTESVILLE, VA (.. i.. 3 f BUILDING k5 - TYPE 4 - SOUTHEAST ELEVATION COLOR LEGEND MATERIAL LEGEND GENERAL NOTES STAMP KEY PLAN Aam..,.., B C 2 S e v�....,.. _ .,...�..,,,.,,. .. ,,. ... a� _....- 0 EL-06 ®R11 11k��, la�,� 5TH STREET APARTMENTS CHARLOTTESVILLE, VA 1 BUILDING #5 - TYPE 4 - SOUTH ELEVATION COLOR LEGEND MATERIAL LEGEND GENERAL NOTES STAMP KEY PLAN TRIANGLE BRICK. MODULAR 3 5 /tl" X 2 I /4" x] 5 1tl'. 1 .� BRICK VENEER COLOR "CAMBRIDGE" IMAGES SHOWN ABOVE ARE GRAPHIC REPRESENTAT IONS OF HOLCIMMORTAMIX- MASONRYCEMENTMORTAR MATERIALS ACEUTAL COLORS MAY VARY, PLEASE REFER TO MA- ••••••.•.•••••.•.••••...•...• ............................... TERIAL SAMPLES FOR ACTUAL COLORS. - 1 -- ........... / CULTURED STONE NATIVESTONE .NATIVECUSTOMSTONEVENEER -. LANDSCAPE DEPICTED IS FOR PRESENTATION PURPOSES ONLY A BODY PAINT 1 PORTER PAINTS .,COBBLE TONE" 419 5 2 VENEER "STACKED GRANITE' PLEASE REFER TO LANDSCAPE PLANS FOR PLANT LOCATION AND SIZE, g•. '_-- I i / ,.._ „�`�. • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • •• •• •• • • • • • • • •• •• • • • • • • • • • PLANTING MATERIAL TO COVER COMPLETELY ALL MECHA NI- FIBER CEMENT CALEQUIPMENT EL; IOY FACTORY PRIMED AND FIELD PAINTED Li SIDING W/ 6' 3 EXPOSURE -MATERIAL TO RECEIVE PAINT COLOR B{ M BODY PAINT BENIAMINMOORE- 'BENNINGTON GRAY-- HC ..... ....... ............................... CEMENTITIOUS HARDIE SHINGLE "STAGGEREDEDGEPANEC W /6" FD - %IINGLE'STYLE EXPOSURE 4 a Y4 SIDING 'MATERIAL TO RECEIVE PAINT COLOR 1�1 C PORTER PAINTS -"ARCTIC WHITE' 5311 -2 FIBER CEMENT FIB -R CEMENT PANELS WITH IX4 BATTENS RIPS TRIM &PANEL PAINT 5 PANELS @ 2'-0* MATERIAL •MATERIAL TO RECEIVE PAINT COLOR ....................................... ............................... ARCHITECTURAL SHINGL OWENS RIDGF,PROM AR SERIES- E L— O 5 O ES 'DRIFTWOOD' RI ILEk_wTkAMMELL R o 5TH STREET APARTMENTS ArchnectMxe Intexinr PesiKn „q_ �_ CHARLOTTESVILLE, VA •I COMMISSION p NO. 14-063 11 9e O.ECEMEEN 1, 3015 1 Z4 -�pI BUILDING #3 &4 -TYPE 1 - STREET ELEVATION COLOR LEGEND MATERIAL LEGEND GENERAL NOTES STAMP KEY PLAN 1 ® ....a... ,v......,,.. uE�m..., „, vrovnruort,e �.. �,�,,, euu,ow,exmar„eE,v nun4xnvi - B � II ... ,�.....®... re� 4 ...a..,o.m...... mow. .... ...._ .......................... ... . ................... _. e �,.,� .� m, �.. EL-03 5TH STREET APARTMENTS CHARLOTTESVILLE, VA BUILDING #2 - TYPE 2 - NORTH ELEVATION COLOR LEGEND MATERIAL LEGEND GENERAL NOTES STAMP KEY PLAN A.,....a,,. moo... 2 3 — ..cuLry o... .. ..,,.. ® .:..�... ru�umruu.v.wonmrn x�o ...,..�..,o...e.. u�w�..U, $po u o. _ w..m,e. ... tl ....�. EL -02 6 .......................... .�., -nz— ., ..�.�n..g.��. � 5TH STREET APARTMENTS CHARLOTTESVILLE, VA I-�s'I� BUILDING # 1 - TYPE 3 - NORTH ELEVATION COLOR LEGEND MATERIAL LEGEND GENERAL NOTES STAMP KEY PLAN A..,�,.� 1 3 � — .Na,............ .......................................................... �.� en I I. •..�..m.m.....�..�. - EL -01 a .�..,. o ,..�n..g� _ a y ELLn�, 5TH STREET APARTMENTS CHARLOTTESVILLE, VA I-�s'I� NAME . it - - - - -- SITE SECTION- BUILDING 2 1�yPE 2 p T�Sb L3 SITE SECTION - BiJILDXNG 3 fTVPE 31 I'll CONTEXT PLAN ( - waterstreet, FIFTH STREET PUCE DOMINION REALn PARwERi sH 0E OHARLRLO1TESVILLE. VIRGINIA ARAB R &SU-1. ME BERI.- SITE CONTEXT L0.00 A :;r�ql_�4II TYPICAL NOTES 1. REFER TO Al -00 FOR OVERALL SITE PLAN. 2. REFER TO A2 SERIES FOR REFLECTED CEILING PLANS. SECTIONS. 3. REFER TO A6 SERIES FOR WALL S 4. REFER TO A8 SERIES FOR RESIDENTIAL UNIT PLANS. 5. REFER TO A8 -00 FOR DOOR AND WINDOW SCHEDULES. SHEET NOTES 1. ALL DIMENSIONS ARE TO FINISHED FACE OF PARTITION, EXCLUDING WOOD OR STONE FINISHES, UNLESS NOTED OTHERWISE. F SLAB DRAWINGS F 2. REFER TO EDG E O B DR R ALL G O EXTERIOR DOOR CONDITIONS. 3. REFER TO A8 SERIES UNIT PLANS FOR ALL DIMENSIONS NOT SHOWN ON THIS SHEET. 4. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM ENTRANCE CORRIDOR SHALL BE ELIMINATED. � � /� FIRST FLOOR PLAN WALL LEGEND 2X4 STUD WALL 1 HR RATED WALL 1 HR INTERIOR BEARING WALL UNIT MIX 5TH STREET APARTMENTS CLiARLOTTES,11LE, VA TOTAL I_9JIT'% w6 QF 1 EEORCrM UNIT; = AV LPAuE. UNIT .� AVERAGE G140"9 UfAT!IZE(7' -- 10 ERK 1 1.1 2.m 155* 8 5'F, 6. (pb F ON 4 CN 6E'#, % OF 2 EE,D F l_,1M 04 !% = 3,x„1, lCLK 731 AVERAGE 1-EATEG UNIT SIZE (,F)- 593 AREA NOTES Scale: 3/32 " -1' -0" SITE KEY PLAN i V_1L1►aI, ��.. 7 NOT TO scare BUILDING 54JOWN BUILDING IN DIFFERENT LOCATION z O Cl) z 0 O LL 0 w r� 0 EDP _ _ ,, , lE � . EELS , IS n 'EU LL 1INr = T ^n'F'E Lfi.sT _T___ JA, ; 1A -AN;I Sr`. -ELEV 78. lE -S IC 1,-- 10 1C' S lE 2A :A ANSI i& 2C 2Ct f T �TAi 1.1JITS PER BULGNG r C� � S 14 IT AREA PER EIa WIN GfSFj U FEAiEEa _ Tt1T AFEA PER EknLChNG(tF) GRCS '. .',F :914 414 '.*ld 942 F1:,7 Sti9 u.52 852 9?. ? 1,07[1 1,!'1 -- 1,171 1, 1,1'x- — 1X26 HE eT Er' fF 745 1 745 'd5 734 747 741 753 753 9 22 ;22 fi67 7,t7 r.',d t,Cn4 1,153 108? 1210 ISSUED FOR GMP 08104(15 ARB - RE- SUBMITTAL 811ALDING# III E0XING #1 0 e 0 a 0 s 0 0 T 0 0 0 15 d 1 I' 0 0 33,54 :s.�as 11 E,U LP NG 3f1 0 0 0 0 6 a 3 3 0 0 0 0 D 12 0 0 'JJ T, 8t14 27,25[1 I EIA LE91NG 49 6 5 1 0 3 3 3 0 G 0 0 0 0 0 6 0 27 2 MY 22143 I PIA LLTI N G,#4 6 S 1 0 3 I 3 3 0 0 0 0 0 2 0 6 0 :1 +'I�.ki »343 ;V EIA LD[N 3 #5 3 4 1 8 L 3 0 0 0 2C 20 4 15 0 0 0 8 84 BE 752 74324 r l H� TOTAL IS 22 3 16 1: 1:+ 5 3 20 !J d 31 1 11 12 E :117 21IL752 175,34,4 TOTAL I_9JIT'% w6 QF 1 EEORCrM UNIT; = AV LPAuE. UNIT .� AVERAGE G140"9 UfAT!IZE(7' -- 10 ERK 1 1.1 2.m 155* 8 5'F, 6. (pb F ON 4 CN 6E'#, % OF 2 EE,D F l_,1M 04 !% = 3,x„1, lCLK 731 AVERAGE 1-EATEG UNIT SIZE (,F)- 593 AREA NOTES Scale: 3/32 " -1' -0" SITE KEY PLAN i V_1L1►aI, ��.. 7 NOT TO scare BUILDING 54JOWN BUILDING IN DIFFERENT LOCATION z O Cl) z 0 O LL 0 w r� 0 W r r`7 V Z H W z CM F O O • � 1^I F. r. c O U o r W �D r, • O x 4. .�, W cn rn < O sj I 1 � } L W c� Q O M L z � s PRINTED DATE ISSUE /REVISION 06105/15 ARB - SUBMITTAL 07113/15 ISSUED FOR GMP 08104(15 ARB - RE- SUBMITTAL No. oviolm V J W J � / J O a F--i r / r l H� r� V J . m COMMISSION NO: 14- 063.00 DRAWING NO. Al -14 Q V.D.O.T. RIGHT OF WAY RETAINING WALLS 5TH STREET i SLOPED LAWN CLUBHOUSE POOL DECK STORM -WATER MANAGEMENT EXISTING SLOPE PROPERTY LINE CD — — — — — — — — — — — — " — EVERGREEN SHRUB SCREENING 86-711 — — — PROPOSED GRADE — — — — — EXISTING GRADE , I SITE SECTION - CLUBHOUSE .0.00 SCALE: 1" = 30' -0" V.D.O.T. RIGHT OF WAY I GREEN SPACE 51H SIKLLI SCALE: 1" = 30' -0" PARI(INC; I CST I WETLANDS i V.D.O.T. RIGHT OF WAY PROPERTY LINE 1 — EXISTING VEGETATION — -T- s. INTERSTATE 64 —480' —470' — —460' —450' =440' BUILDING 1 (TYPE 1) I RFTAINII WAI I S 1 ------------------- LXISIINUUKAUL - -- ---- -- - - -- - EVERGREEN TREE SCREENING — - -� - - -- - ---------------- - - - - -- - -- — -- _EVERGREENSHRUBSCREENING_ — -- PARKIN(, I C)T PAR III KI(_ I C)T RI III f)INC, 9 L0.00 I SCALE: V = 30' -0" PARKING LOT 3 TYPE 3 BUILDING ( ) SLOPED LAWN PROPOSED �r RIGHT OF WAY 5TH STREET AR P KING x PROPERTY LINE PROPOSED _--- _ - - - - -- - - - - -- -1 yEXISTING - -- -480' — — PARKING — - — — — — — VEGETATION _ — — — —470' — LOT TREES IN LOT TREES Ve - — — — BUILDING �.. -- _' '_' — - —r - ---. —460' —450' PROPOSED GRADE. _ _= _== — o_ =_ == — = == =440' — — — — — — '— —430' EXISTING GRADE — — — — — — — — - — — — — — — — — 148' -5" — — — — — — — — — — — — — — —420' 4 1 SITE SECTION - BUILDING 3 (TYPE 3) 1 EVERGREEN SHRUB SCREENING PROPOSED GRADE EXISTING GRADE EVERGREEN TREE SCREENING -S I T _ES E-C T 1-0 N_- I _LD I ­NG-2 _(T Y P-E 2-) L0.00 I SCALE: V = 30' -0" PARKING LOT 3 TYPE 3 BUILDING ( ) SLOPED LAWN ,V.D.O.T. �r RIGHT OF WAY 5TH STREET x PROPERTY LINE PROPOSED _--- _ - - - - -- - - - - -- -1 yEXISTING - -- -480' — — PARKING — - — — — — — VEGETATION _ — — — —470' — LOT TREES THREE (3) STORY - - — — — BUILDING �.. -- _' '_' — - —r - ---. —460' —450' PROPOSED GRADE. _ _= _== — o_ =_ == — = == =440' — — — — — — '— —430' EXISTING GRADE — — — — — — — — - — — — — — — — — 148' -5" — — — — — — — — — — — — — — —420' 4 1 SITE SECTION - BUILDING 3 (TYPE 3) 1 L0.00 SCALE: 1" = 30' -0" BUILDING 4 (TYPE 3) OPEN LAWN 1 N.D.O.T. RIGHT OF WAY.- 5TH STREET Lai PROPERTY LINE',; EXISTING — - — — — — —480' - - - -- VEGETATION_ - - -- .-470' — THREE (3) ;,:. —STORY — - - -- — - - -- -460' —_ BUILDING — _— _ —_ —_ —_ -450' _Ammw r - — -440' — — — — -430' - - - -- - - -- PROPOSED GRADE - -- - - - -- _ EXISTING GRADE _ — _ _ _ = = = = —420' -� - — — -410' — — — — — — — — — — — 143' -8" — — — — — — — — — - - — — — — — — — — — — -�- — — — — — — — -400' 5"1 SITE SECTION - BUILDING 4 (TYPE 3) L0.00 I SCALE: 1" = 30' -0" I RFTAINING WVAI I S 1 1 Il `I 1 111 V.D.O.T. RIGHT OF WAY INTERSTATE 64 -400' V.D.O.T. RIGHT OF WAY INTERSTATE 64 —480' NG VEGETATION — — — — iZE � =470' — a —460' 410' 400' nnry T E 4 - �`^�"� �.. _"�- • \'�``' -,`_.� -fir?.. -.z.°_ �. -- �.--. __ -- --_ SITE CONTEXT PLAN SCALE: 1" = 100' -0" � 1 N o 60 120 240 �w wate r s t reetst U d i O landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 ALTH O I PRICE 638 tiA� P� ARC professional seal K. WHIPPLE project manager P. 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PRICE project team FIFTH STREET PLACE project name DOMINION REALTY PARTNERS client 5TH STREET CHARLOTTESVILLE, VIRGINIA project address 1444.00 project number FINAL SITE PLAN SUBMITTAL project phase AUGUST 4, 2015 issue date 1 12/7/15 ARB COMMENTS revisions BUILDING 5 PLANTING PLAN sheet title sheet number J LO 0 Z co co co ......... . ......... . .............. ............. .............. .... ..... ...... . .. .... ...... .... . ........ ......... ... ...... ......... I./..,.. .. . ................... ... .............. .... ......... 16 PIL 44 HV 17 RA 10 VD I w a t e r s t r e e t s t u d i0 landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 0 A HE PRICE) "1638---, ' f-- -P professional seal K. WHIPPLE project manager P. PRICE project team FIFTH STREET PLACE project name DOMINION REALTY PARTNERS client 5TH STREET CHARLOTTESVILLE, VIRGINIA project address 1444.00 project number FINAL SITE PLAN SUBMITTAL project phase AUGUST 4, 2015 issue date 1 12/7/15 ARB COMMENTS revisions BUILDING 5 PLANTING PLAN sheet title sheet number ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right -of -way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class Ill. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). General Construction Notes for Streets (This list is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296- 5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right -of -way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or Q. 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD -1 or CD -2 cross - drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. General construction notes for Erosion and Sediment Control plans 1. The plan approving authority must be notified one week prior to the pre - construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff- producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to,an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs /acre, and in the months of September to February to consist a 50150 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs /100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 901bs /1000sf, incorporated into the top 4 -6 inches of soil. Fertilizer shall be applied at 1000lbs /acre and consist of a 10 -20 -10 nutrient mix. Permanent seeding shall be applied at 180lbs /acre and consist of 95% Kentucky 31 or Tall Fescue and 0 -5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80]bs /100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. General construction notes for Stormwater Management plans 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. t 1 /2 "x 1 1 /2 "x 1/4 ANGLES 1/4-. CHECKERED PLATE ..... _4 4 c a 4 G c 4 4 4 v 10" A d� MAX. .,.,........,,..4....,..,aJ�' ... ..... ........., p..,.,.. O.C. 4....... a.... 2" WELDS 6" .... 3 1/2 "x 3 1 /2 "x 1/4" ANGLES tj4 ".. STEEL PLATE ... _ ....... SECTION B -B A .. . B '. ' I'l.8 yI FLW .. _. -.... TROUGH SHALL CONFORM //-TO THE SHAPE OF EXISTING CURB FACE. 4 a SIDEWALK DRAIN DETAIL NOT TO SCALE i� 375 R7-8 NOPARKING LEGEND - GREEN (RETROREFL), WHITE SYMBOL ON BLUE REF -7 5 c 7.5 25 R7-8a II "N AXE4 ELE A R C D E r 4 It J K L 17 F .y.^+ 4ryt 1� 1.+p h 7 D 1 nn 71,5 1.• ® 1.1 4 3 ?5 'M 1A JD 1 I5 -! ! ^4'.i ti1try I5 C &PPLICAHON OIREGNML APFLGAWN S LEGtNO -RREEN IRE7ROREfLECtNEi OR %ACE MUM LE "ENO -WHITE ,I'I'M EELEC111" RAf.K,a(AttJry -WORE fR'TR�R =FEEL ?NE'. RHGI!f Wm', -BLUE RET -N.I REFLECTIVE[ MUTCD MUTCD R7 -8 R7 -8P HANDICAP SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR MOBILITY IMPAIRED PERSONS. THE LOWER EDGE OF SIGNS SHALL BE AT LEAST FIVE (5) FEET ABOVE- GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE- GRADE. HANDICAP PARKING SIGN PLATES (USE "VAN" ACCESSIBLE SIGN WHERE DESIGNATED ON PLANS) 8" Min. Low Permeable Soil Keystone Cap Unit Keystone Standard Unit NOTE: Unit Drainage Fill PROVIDE TRANSVERSE CONTRACTION JOINTS EVERY (3/4" Crushed 5 AND EXPANSION JOINTS AT NO MORE THAN Rock or Stone) 20' INTERVALS. CURBING (WHERE NOTED ON PLANS) JOINT SEALING SEALING MATERIAL 1 " - 1 1/4" /JOINT MATERIAL 8" VARIES r- Finished Grade -- 2 0% MAX BROOM FINISHED -0" DEEP W U CONCRETE JrL (WALL - MOUNTED SIGN MAY ALSO BE USED) �YX,', •,5�.. „. . ::�w"re(.e�r� ✓r " +,'��rw •• GR -2, W/ 6n X8 n WOOD POST GUARD i 112 (PER VDOT STANDARDS) O Q NEW �' •. ': Oti � � � � U �- G PAVEMENT 0- � -COMPACTED SUBGRADE W " GRANULAR f7LL 5" CONCRETE •:.' (VDOT 18 OR 157) 0 0.5" THICK PREFORMED Ir JOINT FILLER SIDEWALK DETAIL Unit d' Unit Drainage Fill (� (3/4" Crushed +_ Rock or Stone) PENALTY PLATE AS LO T 4 1 " - 1 1/4" � 8" o r- Finished Grade 6" DIA. 2' I - -ry I -; I I -I I L -1 11 -1 1 -1 I I- III -1 1 =1 11=1 1 ( 1 - =1 J I E I ;,._ Note: Unreinforced Concrete When site conditions require, wrap drainage or Crushed Stone the in 3/4" aggregate and filter fabric with Foundation Soil Leveling Pad drainage composite or aggregate back drain system, as directed by geotechnical engineer. TYPICAL REINFORCED WALL SECTION STANDARD UNIT - 1 " SETBACK NOT TO SCALE 1 -'0" RESERVE[ PARKING OD .% 1' • VAN sD CCESSIBL CD I NOT TO SCALE ADDITIONAL SIGN TO INDICATE A "VAN ACCESSIBLE" HANDICAP SPACE 0 I d' 8 "x6" TREATED (� M A O "GR -2" GUARD RAIL PENALTY PLATE AS LO T 4 PER VCC 1106.8 WOODEN POST METAL POST SET IN Z 6" DIA. 2' -0" DEEP W U CONCRETE JrL (WALL - MOUNTED SIGN MAY ALSO BE USED) HANDICAP PARKING SIGN NO SCALE PAVEMENT MARKING DETAIL (YELLOW COLOR) NOT TO SCALE BASE LEVELING PAD NOTES: 1. THE LEVELING PAD IS TO BE CONSTRUCTED OF CRUSHED STONE OR 2,000 PSI± UNREINFORCED CONCRETE 2. THE BASE FOUNDATION IS TO BE APPROVED BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF THE LEVELING PAD. FACE OF BUILDING ISOLA77ON ✓0INT W/ 0.5" rmcK PREFORMED JO /NT f7LLER. 3 "- HORIZONTAL BRACE STRETCHER - BAR 0 L END 10' O.C. MAX. RAIL 1 %" 24" LINE POST CORNER CHAIN LINK FENCE DETAIL POST NOT TO SCALE UNIT FACE DIMENSIONS & WEIGHT MAY VARY BY REGION BLACK COATE 1;'4" MESH PVC COATED CHAIN I:. �.t • ��,`: � �� ��;�.; LINK FENCE (9 GAUGE BLACK >, COLOR) NOTE: RAILS, POSTS, &FITTINGS TO BE j ✓'-x,. ` Ll PVC COATED TO MAT( FENCE VDOT CLASS A -3 CONCRETE 24" LINE POST 6' 4 1/2"± w/ 2" POST 6 5± 6" 6'± T 516" 3 9 L_ 0 0 a- a 0 0 Z Z 0 0 J Q a O 2N 4 v 5 1 ORNAMENTAL FENCE DETAIL NOT TO SCALE N TO 3 TN Or AP, PLAN RIP 56APVON) 1 STO E SAND IFICA Cc FOR SP +. 1 A6RIG ►I-TCR ASR 3" OF SOIL FILL IS REQUIRED BETW OVERLAPPING GEOGRID FOR PROPER ANCHORAGE (TYP.) ADDITIONAL DRAINAGE FILL EXTEND WALL HEIGHT / 27 H / 2 D SLOPC GROSS 3' � 0� 2' TYP. CROSS SECTION (OR EQUIVALENT) (ORNAMENTATION IMINUM FENCE PRODUCTS INC.' 1 1 /8 "X 1 3/4" HORIZONTAL RAIL 3/4" PICKETS VALL 2" POST .060 WALL 2" POST .080 WALL 2" POST .125 WALL /2 "X2 1/2- POST .100 WALL CONC. FOOTINGS PER. LOCAL CODE A_ -XB EFS -15 COMMERCIAL A D 2' CURB CUT Wf 6" WIPEDOWN NOT TO SCALE H / 4 ADDITIONAL GEOGRID OVERLAP EXTEND WALL HEIGHT /4 IIIIII111 IIIIII111IIIIIII III IIIIIIIIIIIIIIIIII III 1111111111111111II II IIIIIIIIIIIIIIIIIIIIIIIIII .1111111111 d' 8 "x6" TREATED (� M A O "GR -2" GUARD RAIL _I LO T 4 W W U) 0 NO WOODEN POST .J Q U) Z IW- O I U W U p U JrL +i�U;. '.ar; +� >-; F'..,.�^,.'>r,• 4✓ •'•^'S,� W �YX,', •,5�.. „. . ::�w"re(.e�r� ✓r " +,'��rw GR -2, W/ 6n X8 n WOOD POST GUARD RAIL DETAIL (TYP.) 112 (PER VDOT STANDARDS) O Q NOT TO SCALE W 10' O.C. MAX. RAIL 1 %" 24" LINE POST CORNER CHAIN LINK FENCE DETAIL POST NOT TO SCALE UNIT FACE DIMENSIONS & WEIGHT MAY VARY BY REGION BLACK COATE 1;'4" MESH PVC COATED CHAIN I:. �.t • ��,`: � �� ��;�.; LINK FENCE (9 GAUGE BLACK >, COLOR) NOTE: RAILS, POSTS, &FITTINGS TO BE j ✓'-x,. ` Ll PVC COATED TO MAT( FENCE VDOT CLASS A -3 CONCRETE 24" LINE POST 6' 4 1/2"± w/ 2" POST 6 5± 6" 6'± T 516" 3 9 L_ 0 0 a- a 0 0 Z Z 0 0 J Q a O 2N 4 v 5 1 ORNAMENTAL FENCE DETAIL NOT TO SCALE N TO 3 TN Or AP, PLAN RIP 56APVON) 1 STO E SAND IFICA Cc FOR SP +. 1 A6RIG ►I-TCR ASR 3" OF SOIL FILL IS REQUIRED BETW OVERLAPPING GEOGRID FOR PROPER ANCHORAGE (TYP.) ADDITIONAL DRAINAGE FILL EXTEND WALL HEIGHT / 27 H / 2 D SLOPC GROSS 3' � 0� 2' TYP. CROSS SECTION (OR EQUIVALENT) (ORNAMENTATION IMINUM FENCE PRODUCTS INC.' 1 1 /8 "X 1 3/4" HORIZONTAL RAIL 3/4" PICKETS VALL 2" POST .060 WALL 2" POST .080 WALL 2" POST .125 WALL /2 "X2 1/2- POST .100 WALL CONC. FOOTINGS PER. LOCAL CODE A_ -XB EFS -15 COMMERCIAL A D 2' CURB CUT Wf 6" WIPEDOWN NOT TO SCALE H / 4 ADDITIONAL GEOGRID OVERLAP EXTEND WALL HEIGHT /4 IIIIII111 IIIIII111IIIIIII III IIIIIIIIIIIIIIIIII III 1111111111111111II II IIIIIIIIIIIIIIIIIIIIIIIIII .1111111111 �- DRAINAGE FILL Note: 1. CHECK WITH MANUFACTURER SPECIFICATIONS ON CORRECT DIRECTION OF ORIENTATION FOR GEOGRID TO OBTAIN PROPER STRENGTH. 2. CORNER UNITS RECOMMENDED FOR OUTSIDE CORNERS. AVAILABILITY MAY VARY. H / 2 GEOGRID INSTALLATION AT CORNERS Z 0 W Z d d' IM (� M A O Z _I LO T 4 W W U) 0 NO Y .J Q U) Z IW- O I U W U p U LLI W A ° 0o 4& unum J 112 1111.-1 O Q J W Oti � � � � U �- G 0- � W W W 0 C�6 Ir U G �- DRAINAGE FILL Note: 1. CHECK WITH MANUFACTURER SPECIFICATIONS ON CORRECT DIRECTION OF ORIENTATION FOR GEOGRID TO OBTAIN PROPER STRENGTH. 2. CORNER UNITS RECOMMENDED FOR OUTSIDE CORNERS. AVAILABILITY MAY VARY. H / 2 GEOGRID INSTALLATION AT CORNERS Z 0 W Z d LO N d' IM (� M A O Z _I LO T 4 W W U) 0 NO Y .J Q U) Z IW- O I U W U p U LO N U Q (� M A O Z _I LO T 4 Q Y 00 IW- O 0 W W U p U LLI W A ° 0o 4& J Q z O Q J W Oti � � � � U �- G 0- � W W W 0 C�6 Ir U G LiJ = W >_ (-- ~ � O ILL �O LL U W _J J Q Q li c G W W m z Q LO N U M A O � W LO T 4 W Z Y 00 IW- O 0 W W U p U co m A ° 0o 4& Nrn J- � o O O J +OOJ z 6 Oti � � � � �1J Q) N M ANN J Q0 Co �• CO � Q � UON WVaoo � o n N J N n m 2 0 0 W / . 1 SLOPE DOWN PREFIN115PED ALUMINUM COPING W/ Al -02 20'-2-1/2' CLEATS ARCHITECTURAL ROOFING T/O RIDGE P,T. WOOD NAILER STRIP SHINGLES I x 6 "F7 12 12 of CONTINUOUS SEALANT 4" X 2 1/2" TUBE STEEL r 00 7 -1-11 i J r .- 00 I x 4 FIBER CEMENT TRIM 71 T_ 4 10 SEALANT `E RI-02 00 000 2 1/2" METAL STUDS DOWNSPOUT INTERIOR 51DE OF AR1 02 91-011 RECYCLING BUILDING op 00 FIBER CEMENT PANELING /0 BRICK 7_.7 COMMERCIAL BUILDING WRAP 7 7 t , T it EXTERIOR GRADE PLYWOOD 2 �ARII-02 s! � - A:L J 5� 44 ri 'NARI- BRICK VENEER _T� 3 f, -02 GUTTER, TYP, 01-0 AR1 -0- L OL T/O SLAB T/O SLAB D.S. 281 -61 5 n COMPACTOR/ -hECYCLING REAR ELEVATION 6 ARI-01 Scale: 1/4" V-0" 20'-2-1/2" d4 n t' I I JI T/O RIDGE"' --t. L g! TT' L R, SHINGLES ARCHITECTURAL ROOFING 4 1HG 12 u 2 1. 7 AR -01 f T T T FIBER CEMENT PANELING ON J t I if TYP, BUILDING WRAP ON 1/2" 4 EXTERIOR GRADE PLYWOOD 12'-0" OVERHANG I kit 51-41p If DOWNSPOUT (D.5.) TO II TERMINATE ONTO qf Oil SPLASH BLOCK TYP. 71� "T 2 I METAL STUD FRAMING T/O BRICK \\17-4 -F- _J if, I x A FIBER CEMENT TRIM = �f _I= LLJ QQ =t T !t_ D.S. 241-al 14" x 2 STEEL TUBE FRAME (PERIMETER 4 DIAGONAL) 17 BRICK VENEER CANE BOLTS % ) �AR1-01 81-02 i,,/ L T/O SLAB -8, 1/4"dill T/O SLAB"' sc .7 COMPACTOR/ RECYCLING ROOF PLAN 5 COMPACTOR/ RECYCLING FRONT ELEVATION Scale: 1/4" 1'41 R1-02 W-2-1/2" SIDEWALK T/O R- I MASONRY SCREEN HALL A ARCHITECTURAL ROOFING H/ PRECAST CAP, TYP. 7 SHINGLES L 12 I L I 4 I A L I I DOWNSPOUT ROLL-OFF 8 COMPACTION ARl-02 31-4t' 31-Al CONTAINER _T � SURFACE MOUNTED FIRE kh� I EXTINGUISHER CABINET a _ om Em NNW* :7 Z' qt-oll,,, f . ...... Siz i: 71:1, 7T. ill:, .1 : 30' x 30" PAINTED mt, L aitii:;7" TI 1— -17 FILLED STEEL 7:777� Lu T L. 8" CONCRETE STEEL DOOR TRASH DROP INTO CHUTE ALL-IN-ONE CONITAINER BOLLARD5 PROVIDED BY HASTE STATIONARY COMPACTOR, BASIS BASIS OF DESIGN WASTE INDUSTRIES, WITH WASTE INDUSTRIES, OF DESIGN h. INDUSTRIES, 8 YARD BOX T Em_ MODEL RJ-22555 < COMPACTOR t 3 I Y^2 BRICK VENEER AR 1 -0 6" HIDE TRENCH 'T Tz -oil of -- 7 DRAIN - SEE CIVIL T/O SLAB C11 r5 r6 FOR CONNECTION :21 611 -oil - ARI-02) ,471-211 -8 114�" "QAR1-021,.,`l TO STORM SYSTEM ALL-IN-ONE COMPACTOR/ RECYCLING RIGHT ELEVATION RECYCLING I D.S. 4 Scale: 1/4" V-0" su ARI-01) J7* 7 F 77 5 3 .7 ;o CO RI-02 �AR1-01 C`4 woo OUTLINE OF 20-2-1/2" T/O RIDGE ,—ROOF ABOVE r-- - - - - - - - - - - - - T 1. ARCHITECTURAL ROOFING Tir SHINGLES �j i ROLL-OFF COMPACTION CONTAINER < SLOPE WASTE BASIS OF DESIGN TR�SH/ 12 12 Icom , CT d INDUSTRIES, MODEL RJ-400C - - - - - - - - - - - ARI-02 J A 01 I to 4, -oil P11 181_811 BRICK HEADER _811 SEE CIVIL I)NG'5 4 2 fill FOR GRADING P FT. BRICK VENEER - - - - - SLOB OVER REINFORCED b" CMU - - - - - - DOWNSPOUT TO X. PRECAST CONCRETE 40'-G'( CLEAR INSIDE NOTE: LATCH MUST T, TERMINATE ONTO H COPING, TYP. qI-0" BE AT BOTTOM OF SPLASH BLOCK -J D DRAIN VAULT, TIi4E DOOR T/O BRICK SEE C7.4 7- 2 DOOR TRASH T 201-611 DOWNSPOUT t_ -_J 30" x 30" STEEL A ES DASHED LINE INDIC T OF SLAB moo EDGE DROP INTO CHUTE /1a.- FACE OF 3' 7' PM DOOR PRECASTCAPABOVE AL Ll Lu (D,S.), TYP. 6" STEEL TUBE GATE POST, AND 2" PM FRAME 42'-0' --T Fit-, T T, 17 7 GROUT FILL CAVITY, ROUND ,7 4� tin) OVER @ TOP, PAINT TO COLUMN SEE MATCH GATE, TYP, STRUCTU RAL FRAMING 4 < PLAN 01-011 8102 A ff 1 4 T/O SLAB 14IG14 POINT 3 -4" -8 114" SIDEWALK T/O SLAB LOW POINT COMPACTOR/ OR IR RECYCLING L IN GL EF TE ELEVATION AT 10 N RECYCLING COMPACTOR/ Rl � F L FLOOR PLAN Scale: Sc REFER TO ARCHITECTURAL PLAN AR 1 —01 FOR DIMENSIONS z 0 D U) z 0 0 cc 0 LL U) U) 0 1-- z I U) z 0 U) LLJ 0Y z [L 11* ICY) w LL w 0 U) V4 _j < Cn I— ) Z 0 z (D fr 5 Lu < Z _j LU Lu LJJ 0 LIJ >: �-- z LL Fn 0:3 LL C) ILLI 2 Lu Co N� C) C\j (y) C:) Lu w lit w �e K c) F- 0 LU < z -r 0 w o A 00 c. 00 z O Q) Co N 1q, N Q1 CID 1Z � Z__ cr) C) voN v~jZCo QUo cc flo O iu Of m C C V,m , 1\ k - 0 2 0 0 uj Lij 0 >1 z W 0 LL: Ld Of w Zo < LL_ ry Ld I-- Cn a- Co U-) Co lb 0 0 Cl) 44/ CL W CL CL LIJ 121-01 (' -6" 12' -0" I' -6" 3' CORRUGATED PREFIN15HED METAL GATE 5 "_41" 51_41" 611 Jiiii 51_41" 54_4 11 6• ; 1. SCREEN ATTACHED TO GATE DOOR FRAMING ALIGN PAINTED 2x4 STEEL ALIGN PAINTED 24 STEEL 6' STEEL TUBE POST, ALIGN FACE OF POST W LI x TUBE GATE FRAME INSIDE FACE OF SCREEN WALL _ TUBE GATE FRAME GROUT FILL, CAP - PAINT, TYP. 7 Y x..11 .1. ".11 ,.. 1111. �� 1` -6" LLI 3" CORRUGATED PREFIN15HED 1� ^ ^ �% 1 I METAL GATE SCREEN ATTACHED LOCKABLE GATE - ``'= 6" STEEL TUBE POST. ALIGN FACE OF Ali i TO GATE DOOR FRAMING CONTRACTIOR TO PROVIDE POST N INSIDE FACE OF SCREEN WALL HEAVY DUTY STEEL HINGES WITH STOP[ -DROP ANCHORS GROUT FILL, CAP - PAINT, TYP. NON - REMOVABLE PINS, TYP, W/ SLEEVE EMBEDS IN CONCRETE % f ES PLAN DETAIL SCREEN GAT Scale: 314" PRECAST CONCRETE COPING W/ DOW " CORNING 710 AT SEALANT JOINT5 UPPER WALL A55EMBLY: . � •BRICK VENEER ao + 2"" CAVITY CC) • 8" CMU (FILL CELLS W/ CONCRETE) 4 ° ° 4 • BRICK VENEER e I.. 55 FLASHING W DRIP EDGE. FLEXIBLE THROUGH-HALL FLASHING LOCATED ONE COURSE BRICK VENEER �,^ SEALANT MINIMUM ABOVE GRADE GDMPRE55. JOINT FILLER W/ SEALANT ON TOP COMPRESS, JOINT FILLER W/ SEALANT Q I I /2" CAVITY BOTH SIDE5r EXPOSED FACE ON TOP EXPOSED FACE t GROUT SOLID TYP. t,, 8" CMU - FILL TOP CELLS CONCRETE SLAB CONCRETE SLAB FLUID APPLIED WATERPROOFING �> W/ GROUT (TREMCO 250 GC) SLAB @ RECYCLING SLAB RECYCLING SLOPE GRADE AWAY FROM BUILDING . . " �. , i i -- LONER HALL SSE M BLY• WATERPROOFING 4 "r CMU I'-6' E f i I i I 4� • 2" CAVITY :,: ' # (... • 8" CMU (FILL CELLS WI CONCRETE) CONCRETE FOOTING j 4" CMU SECTION DETAIL SCREEN WALL TOP ' REFERENCE STRUCTURAL DWGS. I- 4 A CONTINUOUS R Scale• DNTINUOU a a � SECTION (a� ICREEN WA LL SE�3T RECYCLING SCREEN WALL ONS ON 21ARt -02 Scale: = 1 -0 ARCHITECTURAL SHINGLES 2' -11 12 SELF - ADHERING ROOF 2 40,tfLOPE JOINT REINFORCEMENT C� I UNDERLAYMENT FROM ROOF EDGE 16'140RIZ.1 DO NOT TO 24" BEYOND INSIDE FACE OF CONTINUE REINFORCING WALL BELOW - BLDG FELT ABOVE THROUGH C•J, LAPPED OVER 055 ROOF DECKING 1 1/2" CAVITY ° -- FILL CMU CELLS WITH WOOD ROOF TRUSSES BOTH SIDES, CONCRETE ALUM DRIP EDGE TYP, PRE - FINISHED PAINTED 5 "D x 6 "W OGEE STYLE ALUM. GUTTER _ BRICK VENEER ON PAINTED I x 8 FASCIA BOARD `" ,t, TRUSS BEARING BRICK VENEER 2" WIDE CONT 8" m 2' CAVITY ALUM SOFFIT VENT -� CEMENT PANELS 8 ": CMU I._., 1- BEAM, . �� ... -- _.._._..... REFERENCE STRUCTURAL _0" 4° { q" --� 7- ROOF FRAMING PLAN VERT, REINFORCING AS REQ'D.- - -'�._..I 3 /A" FIBER DEMENT ON BUILDING WRAP f_- REFERENCE STRUCTURAL DWGS. OVER 1/2' EXTERIOR SHEATHING ON 2 x cO -- - - - �' PT FRAMING 7 _..._..L- ............ .......... BRICK VENEER _.. - -- - _._r__I_�.. PRECAST CONCRETE COPING W/ DOW CORNING 790 AT SEALANT JOINT5 1 `' 6 SECTION DETAIL RECYCLING SCREEN WALL Scale: 1 1/2" = 1"1 SEE BALANCE OF NOTES AND DIMENSIONS ON 5/AR1 -02 i UPPER WALL ASSEMBLY: a • BRICK VENEER • 2" CAVITY CG CG I` + 8" CMU (FILL CELLS W/ CONCRETE) in !N • BRICK VENEER Q o Ln JOINT REINFORCEMENT @ Co >_ FLEXIBLE THROUGH -WALL 16 "HORIZ., DO NOT 30" x 30" PAINTED STEEL FLASHING LOCATED ONE COURSE CONTINUE REINFORCING DOOR TRASH DROP INTO MINIMUM ABOVE GRADE � THROUGH C.J. Co X Q CHUTE PROVIDED BY '� uj WASTE INDUSTRIES WITH _ GROUT SOLID r )_ u FILL CMU CELLS WITH COMPACTOR 0 ' °° FLUID APPLIED WATERPROOFING CZ - CONCRETE C14 (TREMCO 250 GC) > BRICK VENEER LOWER WALL A55EMB Y, J / DRAINAGE PANEL +GRAVEL WASH o PROTECTION BOARD W/ GRANULAR • PROTECTION BOARD lo/z ---_ -_ _ BACKFILL •DRAINAGE PANEL o GRAVEL WASH W/ FILTER FABRIC •WATERPROOFING Ail— ~ C SCHEDULE 40 CORRUGATED • CMU ° 8 CMU 5'X5' CONCRETE PEDESTRIAN 4 `� SLOTTED PVC PIPE FOUNDATION + 2 2' CAVITY BRICK VENEER DRAIN TIED INTO STORM w w + 8" CMU (FILL CELLS W/ P -OFF PAD SLOPE I /4" SYSTEM TRASH DRO CONCRETE) VERT. REINFORCING A5 REQ'D.- WAY 0.I � SLOPE GRADE AWAY FROM � • 4" CMU REFERENCE STRUCTURAL DWGS, 1 1/2" CAVITY BOTH SIDES BUILDING , TYP. SLAB @ COMPACTOR SLOPE �" PER FT. -- -- SEE CIVIL -- TO DR IN COMPACTOR SEE CIVIL DWG'S FOR -_ -'I , - "� } -:. @ DWGS FOR GRADING I :__ s i - ='. GRADING GRADING G 5" 78 5" -- - W - - - - -- Ali 'I' ATERPROOFING MEMBRANE ... :I , "..... ° 1 ... . I, m a • �:. ,' .Y - - -- ; . (,,,I .: - -_. � ; —._ _ ' .j - - . �`; ` t, JOINT O FILLER Wf SEA LA NT CONTINUOUS TERM BAR P EXPOSED x z REFERENCE STRUCTURAL DWG _ CONCRETE FOOTING r: y° • S ' I ..�,,_.: iii ° •• s `` I.. ij Y° : ,. 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