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ARB201600023 Plan - Other (not approved) 2016-04-01
,e :..::....... ..._`-::.;t:'?::: :: �:..:5:.l:li�: Vii.. ...,:::'u,,•.:::.°'`;:... .:�.......,::::.:,:.TV nw...W. unn a�-,.�.. ...........: te :r w.. .... ..... m.,.._ 19100 VON KARMAN AVE. SUITE 600 IRVINE, CA 92612 949.753.7676 T WDPARTNERS.COM project no. ( BJSBJ0269 "THE SHOPS AT STONEFIELD" ROUTE 29 & HYDRAULIC RD. CHARLOTTESVILLE, VA 22901 prototype: PROTO - 7 - DL submission: PLANNING PERMIT HEALTH SUBMITTAL BID CONSTRUCTION revisions: P—Ll ARB COMMENTS designed by: checked by: date 12/17/2015 01/26/2016 date 02-19-2016 <w 4a: 71i W LIGHTING FIXTURE SCHEDULE 3 n. V ._w '.':: �:c.t: ,Kra .� .�""•::�r :. :• :`',-:r,.,:.i:.. `:'......::'.°"'p::.;;' .'s"`:':. `..,°."t�':Ti:" .... .........�..... ....m. ,. ;arra.....,,: ...:..'°"... .. "..',-:........... ..^`:0w ice'.-....;;, ,mssMT ..:.:....., ... .... ...� .. : nom;......, .�y...�,.;;.....,,`... ... ...........::.:,::,,, .�::;:..... .,„ �",:^...:::::.:. `` .�:, ;•�;.-xrm.•.ry�::'\"�.'. ;<�:' .' '. ri':°.. .... "...... :,,,�x•,, .ice-..:�. ...,. z: 73 E architecturalli htin cont. g g Image Type Description Manufacturer Fixture Part Number Lamp Part Number Lens Dimmer Wattage Dimmer Wattage W3 EXTERIOR LED WALL MOUNTED LIGHT - PUBLIC W3E FRONT AND SIDE ENTRY DOORS - EMERGENCY RAB SLIM26Y 3000K INTEGRAL LEDs NON DIM 26W v FIXTURES CIRCUITED THROUGH INVERTER P10 BOOTH PENDANT WITH DARK BRONZE FINISH, BLACK CORDS SPECTRUM #ENTRY CHANDELIER 24" (10) ARCHIPELAGO #LVTZ-G2518022K1 ELV 2W DUAL LED MR16 STRAIGHT ARM SIGN LIGHT WITH A INTEGRAL W4 "T" MOUNT AND AN 8" STEM EXTENSION, INVERTED (2) SORAA VIVID2 GU -10 SOLITE FORWARD JUNCTION BOX, SPREAD LENS, SUITABLE FOR WET HEVI-LITE CO2310 SM16GA-07-36D-927-03 (36 OVERALL PHASE 15W ELV 3.5W LOCATION AND IN BLACK FINISH. DEGREE FLOOD 01135) SPREAD LENS EXTERIOR CANOPY WALL ARM MOUNT BOWL 5" DIA X 14" TALL INTERIOR WALL CYLINDER W5 FIXTURE - BLACK FINISH -18" ARM & 19" DIAMETER - ANP BBU1941-E35UT18-41-GU110-81 CREE A19 -60W -27K -B1 SCONCE, UP/DOWN LAMPING IN DARK BRONZE FOR MAG LV 9.5W (2) PHILIPS 8R20/F90/2700/DIM INC LED LAMP W/GUARD - FOR DARK SKY APPLICATIONS INTERIOR COLUMNS R2 6" LED 900 LUMEN DOWNLIGHT - 5-1/8" DEPTH - ENTRY CANOPY JUNO #IC922LEDG3-27K-1 / 24B -BL 2700K INTEGRAL LED FORWARD 15W PHASE . 6" DIA X 18" TALLEXTERIOR DOWN WALL SCONCE IN 4' LINEAR LED WALL GRAZE 7X57 FIXTURE - 800 D6 DARK BRONZE WITH'TOP LENS ASSEMBLY FOR 0 0 0 0 0 co 0 0 0 0 0 0 0 0 0 0 #P5641-20 (1) PHILIPS R4 LUMENS PER FOOT - DAMP LOCATION - MOUNT ACROSS TOP OF FRONT EXTERIOR MURAL ONLY - ECOSENSE L50-1-48-10-27-90-MULT-7X57 2700K INTEGRAL LEDs ELV 10W PER #17PAR38/F25-2700-DIM-AF-SO FOOT SET 3" OFF FACE TO THE CENTER OF THE LEDs millwork li htinff Image Type Description Manufacturer Fixture Part Number Lamp Part Number Lens Dimmer Wattage i 1 FT LED 3000K T5 LINEAR "PLUG -TOGETHER" ° R6 MINI LED 3000K WET LOCATION SPOT LIGHT, BOX ML1 FIXTURE. FOR USE UNDER BOTTLE TIERS IN WOOD FOREST T5N130 3000K INTEGRAL LEDSI MOUNTED WITH DARK BRONZE FINISH LITHONIA OLBS830KDDB 3000K INTEGRAL LEDs NON DIM 11.2W LINEAR LED 3000K WET LOCATION COVE TAPE 5W oo LIGHT WITH 10FT POWER CORD, MOUNTING 2FT LED 3000K T5 LINEAR "PLUG -TOGETHER" o R7 CHANNEL AND SURGE SUPPRESOR - FACTORY JESCO DL -AC -FLEX -30 / DL -AC -FLEX -HW / M2L FIXTURE. FOR USE UNDER BOTTLE TIERS IN WOOD PER T5N230 3000K INTEGRAL LEDs MADE TO ORDER LENGTHS ONLY, NOT FIELD DL-AC-FLEX-CH8 3000K INTEGRAL LEDs ELV4.95W FOOT ° CUTTABLE - CONTRACOR SHALL FIELD MEASURE 12W ALL RUNS PRIOR TO RELEASE LANDSCAPE3000K LED WALL WASH FIXTURE 3FT LED 3000K T5 LINEAR "PLUG -TOGETHER" MOUNTED TO JUNCTION BOX (BY EC) WITH 1/2" NPT FIXTURE. FOR USE UNDER BOTTLE TIERS IN WOOD FOREST T51\1330 3000K INTEGRAL LEDs LS1 THREADED HUB IN BRONZE FINISH. 100x601 LINEAR ECOSENSE B U L -L -30 -120 -IC -BK -1 1 / 3000K INTEGRAL LEDS NON -DIM 14W LENS SHIPS SEPARATELY, ORIENT 600 ANGLE R&L BUL-L-LSD-10X60 NON DIM 27.7W TO EVENY WASH WALL.. MOUNT 18" TO 30" FROM 4FT LED 3000K T5 LINEAR "PLUG -TOGETHER" WALL SURFACE FIXTURE. FOR USE UNDER BOTTLE TIERS IN WOOD FOREST T5N430 3000K INTEGRAL LEDs " LANDSCAPE3000K LED WALL WASH FIXTURE BACK BAR DESIGN NON -DIM 19W MOUNTED TO JUNCTION BOX (BY EC) WITH 1/2" NPT I LS2 THREADED HUB IN BRONZE FINISH. 300x60° LINEAR ECOSENSE BUL-L-30-120-IC-BK-11 / 3000K INTEGRALrLEDS NON DIM 27.7W LED 2700K TAPE LIGHT WITH CONNECTORS AND LENS SHIPS SEPARATELY, ORIENT 600 ANGLE R&L BUL-L-LSD-30X60 t o® M613 POWER SUPPLIES - 33FT MAXIMUM RUN LENGTH - WAC TO EVENY WASH WALL.. MOUNT 72" TO 84" !FROM 2700K INTEGRAL LEDs ELV UNDER REAR BAR LIQUOR TIERS WALL SURFACE DIMMING 3W PER FT CC LED LAMP ONLY FOR COOLER/FREEZER OPTIONAL LED-T24W-1 WT / LED-T24W-21N -10WT i APPLICATION GREEN CREATIVE 9.5A19G4DIM/840/GU24 4000K INTEGRAL LEDs MAG LV 9.5W �� ®00000e CH LED LAMP ONLY FOR HOOD APPLICATION CREE I A19 -60W -27K -B1 2700K INTEGRAL LEDs MAG LV 9.5W decorative lighting Image Type Description Manufacturer I Part Number Lamp Part Number ELV Lens Dimmer Wattage UNDER REAR BAR DIE WALL. PROVIDE WITH LED -T -RC / LED -TC -EC / 2700K INTEGRAL LEDs --Fixture DIMMING 3W PER FT ALUMINUM MOUNTING CHANNELS AND FROSTED EN-24100-RB2-T TAKE-OUT AREA PENDANT 11" X 5" BROWN I CLEAR LENS COVER P4 GROWLER JUG PENDANT WITH 15FT BLACK CORD HI -LITE #H-WBLBC9 ARCHIPELAGO ARCHIPELAGO ELV 3.5W AND BLACK CANOPY I #LVTS-ED LED-T24W-lWT / LED-T24W-21N -10WT P5 DINING ROOM DECORATIVE 18" SPUN ALUM BOWL PENDANT WITH ANTIQUE BRASS FINISHBUSHED I HI -LITE #H-W181232SF ARCHIPELAGO LED 2700K TAPE LIGHT WITH CONNECTORS AND /LED -TC- 1 C 12 /LED -TC -106 / COPPER PAINT EXTERIOR AND NAVAJO WHITE #LVTZ-G251$022K1 ELV 2W - WAC INTERIOR I M6A UNDER FRONT BAR DIE WALL. PROVIDE WITH ALUMINUM MOUNTING CHANNELS AND AMBER LENS ---- ----- SEVEN LIGHT OPEN SOCKET PENDANT WITH 16FT LED -T -RC / LED -TC -EC / EN-24100-RB2-T 2700K INTEGRAL LEDs DIMMING OPTIONAL 3W PER FT P6 RED CORD AND 7 -PORT CANOPY IN ANTIQUE HI -LITE #H-WL5CRTT ARCHIPELAGO ELITE BRONZE FINISH. METAL TWIN CROSS STRUCTURE. #LVTS-ED2130022K1 ELV 3.5W CONTRACTOR TO FIELD WIRE Image Type Description Manufacturer Fixture Part Number Lamp Part Number P7 SHELTON STRAIGHT ROUND SEEDY GLASS BOOTH PENDANT. SPECTRUM LIGHTING TO PROVIDE 15FT ARTERIORS & #46646 -MOD ARCHIPELAGO Wattage ELV 3.5W SPECTRUM #LVTS-ED2130022K1 IMI SERIES 250W (PURE SINE WAVE MICRO CORD AND PAINT ALL HARDWARE BLACK C`7 M6A INVERTER FOR 90 -MIN BATTERY BACK-UP OF 41 GARRISON ROUND CLEAR GLASS BOOTH PENDANT i EXTERIOR WAC IMI -25 -LC -V1 P8 WITH ANTIQUE BRASS FINISH. SPECTRUM LIGHTING ARTERIORS & ARCHIPELAGO EGRESS LIGHTING TO PROVIDE 15FT CORD AND PAINT CEILING SPECTRUM ! #44073 -MOD #LVTS-ED2130022K1 GT ALL LIGHT FIXTURES WITH CO I I 15'LENGTH. REFER ELV 3.5W CORD TO PROPERLENGTH. CANOPY BLACK LIGHT 48" DIAMETER MAIN ENTRY PENDANT WITH 411;24 `- P9 DARK BRONZE FINISH, BLACK CORDS SPECTRUM #ENTRYCHANDELIER 48" (24) ARCHIPELAGO ELV 2W #LVTZ-G2518022K1 19100 VON KARMAN AVE. SUITE 600 IRVINE, CA 92612 949.753.7676 T WDPARTNERS.COM project no. ( BJSBJ0269 "THE SHOPS AT STONEFIELD" ROUTE 29 & HYDRAULIC RD. CHARLOTTESVILLE, VA 22901 prototype: PROTO - 7 - DL submission: PLANNING PERMIT HEALTH SUBMITTAL BID CONSTRUCTION revisions: P—Ll ARB COMMENTS designed by: checked by: date 12/17/2015 01/26/2016 date 02-19-2016 <w 4a: 71i W LIGHTING FIXTURE SCHEDULE 3 n. V ._w '.':: �:c.t: ,Kra .� .�""•::�r :. :• :`',-:r,.,:.i:.. `:'......::'.°"'p::.;;' .'s"`:':. `..,°."t�':Ti:" .... .........�..... ....m. ,. ;arra.....,,: ...:..'°"... .. "..',-:........... ..^`:0w ice'.-....;;, ,mssMT ..:.:....., ... .... ...� .. : nom;......, .�y...�,.;;.....,,`... ... ...........::.:,::,,, .�::;:..... .,„ �",:^...:::::.:. `` .�:, ;•�;.-xrm.•.ry�::'\"�.'. ;<�:' .' '. ri':°.. .... "...... :,,,�x•,, .ice-..:�. ...,. z: 73 E decorative lighting cont. Image Type Description Manufacturer Fixture Part Number Lamp Part Number Lens Dimmer Wattage 10 LIGHT 24" DIAMETER MAIN ENTRY OR CORNER : P10 BOOTH PENDANT WITH DARK BRONZE FINISH, BLACK CORDS SPECTRUM #ENTRY CHANDELIER 24" (10) ARCHIPELAGO #LVTZ-G2518022K1 ELV 2W D3 RESTROOM WALL SCONCE 20TH CENTURY FACTORY STYLE WITH POLISHED NICKEL FINISH RESTORATION HARDWARE #68450049 -PN LVTS-ED2130022K1 ELV 3.5W 5" DIA X 14" TALL INTERIOR WALL CYLINDER D5 SCONCE, UP/DOWN LAMPING IN DARK BRONZE FOR PROGRESS #P5675-20 (2) PHILIPS 8R20/F90/2700/DIM INC 16W INTERIOR COLUMNS . 6" DIA X 18" TALLEXTERIOR DOWN WALL SCONCE IN D6 DARK BRONZE WITH'TOP LENS ASSEMBLY FOR PROGRESS #P5641-20 (1) PHILIPS INC 34W EXTERIOR COLUMNS #17PAR38/F25-2700-DIM-AF-SO millwork li htinff Image Type Description Manufacturer Fixture Part Number Lamp Part Number Lens Dimmer Wattage 1 FT LED 3000K T5 LINEAR "PLUG -TOGETHER" ML1 FIXTURE. FOR USE UNDER BOTTLE TIERS IN WOOD FOREST T5N130 3000K INTEGRAL LEDSI BACK BAR DESIGN NON -DIM 5W 2FT LED 3000K T5 LINEAR "PLUG -TOGETHER" M2L FIXTURE. FOR USE UNDER BOTTLE TIERS IN WOOD FOREST T5N230 3000K INTEGRAL LEDs y� BACK BAR DESIGN NON -DIM 12W 3FT LED 3000K T5 LINEAR "PLUG -TOGETHER" M3L FIXTURE. FOR USE UNDER BOTTLE TIERS IN WOOD FOREST T51\1330 3000K INTEGRAL LEDs BACK BAR DESIGN NON -DIM 14W 4FT LED 3000K T5 LINEAR "PLUG -TOGETHER" M4L FIXTURE. FOR USE UNDER BOTTLE TIERS IN WOOD FOREST T5N430 3000K INTEGRAL LEDs " BACK BAR DESIGN NON -DIM 19W I LED-T24W-1 WT / LED-T24W-21N -10WT LED 2700K TAPE LIGHT WITH CONNECTORS AND / LED-TC-lC12 / LED-TC-lC6 / o® M613 POWER SUPPLIES - 33FT MAXIMUM RUN LENGTH - WAC LED -TC -L / LED -TC -1C72 / LED -TC -Y / 2700K INTEGRAL LEDs ELV UNDER REAR BAR LIQUOR TIERS LED -T -RC / LED -TC -EC / DIMMING 3W PER FT EN-24100-RB2-T OPTIONAL LED-T24W-1 WT / LED-T24W-21N -10WT i �� ®00000e LED 2700K TAPE LIGHT WITH CONNECTORS AND WAC ED- LED -TC -1 POWER SUPPLIES - 33FT MAXIMUM RUN LENGTH - LEDT/ LED -TC- C7 / LED -TC -Y 2 / ELV M6C UNDER REAR BAR DIE WALL. PROVIDE WITH LED -T -RC / LED -TC -EC / 2700K INTEGRAL LEDs DIMMING 3W PER FT ALUMINUM MOUNTING CHANNELS AND FROSTED EN-24100-RB2-T OPTIONAL CLEAR LENS COVER ELITE LB100-BC-AL/ LB100-TC-CF LED-T24W-lWT / LED-T24W-21N -10WT LED 2700K TAPE LIGHT WITH CONNECTORS AND /LED -TC- 1 C 12 /LED -TC -106 / POWER SUPPLIES - 33FT MAXIMUM RUN LENGTH - WAC LED -TC -L / LED -TC -1 C72 / LED -TC -Y / ELV M6A UNDER FRONT BAR DIE WALL. PROVIDE WITH ALUMINUM MOUNTING CHANNELS AND AMBER LENS LED -T -RC / LED -TC -EC / EN-24100-RB2-T 2700K INTEGRAL LEDs DIMMING OPTIONAL 3W PER FT COVER ELITE LB100-BC-AL/ LB 1 00 -TC -AMBER inverter Image Type Description Manufacturer Fixture Part Number Lamp Part Number Lens Dimmer Wattage IMI SERIES 250W (PURE SINE WAVE MICRO C`7 M6A INVERTER FOR 90 -MIN BATTERY BACK-UP OF EXTERIOR WAC IMI -25 -LC -V1 250W EGRESS LIGHTING GT ALL LIGHT FIXTURES WITH CO I I 15'LENGTH. REFER TCSC IT C L DRAWINGS F DIMENSION FIXTURE GFINISHED FLOOR. CUT CORD TO PROPERLENGTH. 19100 VON KARMAN AVE. SUITE 600 IRVINE, CA 92612 949.753.7676 T WDPARTNERS.COM project no. ( BJSBJ0269 "THE SHOPS AT STONEFIELD" ROUTE 29 & HYDRAULIC RD. CHARLOTTESVILLE, VA 22901 prototype: PROTO - 7 - DL submission: PLANNING PERMIT HEALTH SUBMITTAL BID CONSTRUCTION revisions: P—Ll ARB COMMENTS designed by: checked by: date 12/17/2015 01/26/2016 date 02-19-2016 <w 4a: 71i W LIGHTING FIXTURE SCHEDULE 3 n. V ._w '.':: �:c.t: ,Kra .� .�""•::�r :. :• :`',-:r,.,:.i:.. `:'......::'.°"'p::.;;' .'s"`:':. `..,°."t�':Ti:" .... .........�..... ....m. ,. ;arra.....,,: ...:..'°"... .. "..',-:........... ..^`:0w ice'.-....;;, ,mssMT ..:.:....., ... .... ...� .. : nom;......, .�y...�,.;;.....,,`... ... ...........::.:,::,,, .�::;:..... .,„ �",:^...:::::.:. `` .�:, ;•�;.-xrm.•.ry�::'\"�.'. ;<�:' .' '. ri':°.. .... "...... :,,,�x•,, .ice-..:�. ...,. z: 73 E ...... .. ..... ... ..... -... >C u .. �: ,., ,,.,... Hca..,,...-�.,h. ....x>, .. ..� <.. .. ... ... ...... .... .::._. .. .. ., .�. �', ,�w... ............. " �°"' , ,,. .. ".wi�eM. ..:.� tea, "'�`:�. .....�z;,d" .moi., ,,,,.,.,.:. �'� `'�">.. a.. .... .. .. ..... ... C,r,"*g';;.,.;..w- .......... .::..... .. , .. .. .................... ... .•. .... ., ........ra............._.. .. .... ... .. .. 'i::. ..:. :ii:.. .:. _, .. ,. ., a .:.. ,. ."*� M '.\`'i:� !?'. .. .. is":;:,'�x'.':i' .,. ... ... "":1:_?`•:":iii:: •:::....:. ::. ...........:. , �`�F ..�<";.. ..`�::.7f'::E_E;r`:..,p" �. 7� S`:;3"ftB;..:__ � .._.., .,:�:�'::'; -:: s:?c";; 'wc°F""`C�"t: ..:':• SYZa'FR..`..e....;.. .... ;ql �oirq�, .i :"�....,,�;:.`.;:"`�`,,".,.; ....- ., architectural I i gb I n ALL LIGHTING FIXTURES AND LAMPS SHALL BE SUPPLIED BY G.C. U.N.O. CONTACT: RON DOYLE OF WIEDENBACH-BROWN (714) 982-1538 Image Type Description Manufacturer Fixture Part Number Lamp Part Number Lens Dimmer Wattage CONSTRUCTION - 4" LED MR16 ADJUSTABLE DOWNLIGHT -RECESSED date SORAA VIVID2 e o B1 HAZE TRIM WITH WHITE TRIM - DINING SERVICE - JUNO TC44 SP31200-10W / 447HZ-WH SM16-07-25D-927-03 (25 DEGREE MAG LV 10W - CONTRACTOR SHALL NOT PAINT TRIM NARROW FLOOD 00955) B2 4" LED MR16 ADJUSTABLE DOWNLIGHT -FROSTED GLASS HOLE WITH WHITE TRIM - RESTROOMS - JUNO TC44 SP31200-10 / B1427 -WH SORAA VIVID2 SM16-09-25D-927-03 DEGREE MAG LV 10W e (25 I CONTRACTOR SHALL NOT PAINT TRIM ELITE NARROW FLOOD 00955) P_EJ Fl —E 4" MR16 DOWNLIGHT - PULL-DOWN ELBOW WITH COLUMBIA WC4-232—EU & BODINE B50 — FIELD SORAA VIVID2 NON WHITE FINISH -ARTWORK- CONTRACTOR SHALL JUNO TC44 SP31200-10W / 449 -WH SM16-09-25D-927-03 (25 DEGREE MAG LV 10W ,EkgB3 NOT PAINT TRIM NARROW FLOOD 00955) F2 4" MR16 DOWNLIGHT - PULL-DOWN ELBOW WITH COLUMBIA JT824-332G—FSA12-3EU ED SORAA VIVID2 1 NON DIM 102W o B4 WHITE FINISH - ARTWORK FLOOD - CONTRACTOR JUNO TC44 SP31200-10W / 449 -WH SM16-09-36D-927-03 (36 DEGREE MAG LV 10W e SHALL NOT PAINT TRIM FLOOD 00943) 0 F2—E 4" MR16 DOWNLIGHT - PULL-DOWN ELBOW WITH COLUMBIA JT824-332G—FSA12-3EU & BODINE SORAA VIVID2 NON B5 BLACK FINISH - BEER TAP SPOT FOR CLOSED JUNO TC44 SP31200-10W / 449 -BL SM16-09-10D-927-03 (10 DEGREE MAG LV 10W ,Ekg CEILINGS - CONTRACTOR SHALL NOT PAINT TRIM SPOT 00919) F3 4" LED HIGH POWERED 2800 LUMEN DOWNLIGHT COLUMBIA ST814-232G—FSA12—EU (2) F32T8/835 NON DIM 68W O o B6 WITH HYPERBOLIC DIFFUSE TRIM SELF FLANGED - HIGH ENTRY CEILING - CONTRACTOR SHALL NOT JUNG L4 -28271 -G3 -FDL / L40OH-CSWH / HB -28 INTEGRAL LEDS WITH MEDIUM BEAM DISTRIBUTION MAG LV 37W F3—E PAINT TRIM - CONTRACTOR SHALL NOT PAINT TRIM COLUMBIA BODINE ST814-232G—FSA12—EU BODINE B50 FIELD INSTALLED (2) F32T8/835 NON DIM 68W 0 ®DIFFUSE 4" LED 1300 LUMEN DOWNLIGHT WITH HYPERBOLIC TRIM SELF FLANGED - LOW ENTRY CEILING L4 -13271 -G3 -FDL / L400HW-CSWH / INTEGRAL LEDS WITH WIDE e B7 ABOVE HOSTESS DESK - CONTRACTOR SHALL NOT JUNG HB -28 BEAM DISTRIBUTION MAG LV 15W PAINT TRIM FLANGE KIT NON DIM 68W 5" x 10" ADJUSTABLE DUAL HEAD DOWNLIGHT WITH ST814-232G—FSA12_EU BODINE B50 I 0 Ila IIS 111I F4—E BLACK FINISH FOR TRIM AND LAMP HOLDERS - COLUMBIA BODINE FIELD INSTALLED FK14 FLANGE (2) SORAA VIVID2 NON DIM 68W B8 RESTROOM VESTIBULE ARTWORK -CONTRACTOR CONTECH RAN7516X2-B/BF-20W /HBC -24 SM16-07-36D-927-03 (36 DEGREE MAG LV 15W E1 SHALL NOT PAINT TRIM BEST RMR-16B FLOOD 00943) NON DIM 11W LINE VOLTAGE TRACK 8'- LIVE ENDS & INCLUDED CONNECTORS - TO BE CUT IN FIELD - CURRENT R8BL / R38BL / R23BL / RCLFM11BL / TT LIMITERS AVAILABLE IN 1A, 2A, 3A, 4A, 5A, 6A, 7A, 8A, JUNO TCLxxBL NA ELV N/A BLACK 9A, 10A - DINING AREA INCLUDED wa i GU -10 MR16 TRACK HEAD WITH BLACK FINISH - AIM SORAA VIVID2 GU -10 T1 TO CENTER - DINING TABLES, BAR TAPS & BOOTHS JUNO R711BL HEX LOUVER SM16GA-07-10D-927-03 (10 HEX ELV 7.5W E4 FIXTUR,E - 800 LUMEN OUTPUT - INTERIOR HARD LID ISOLITE MIGN-25-LC-UN-SzD DEGREE SPOT 01111) NON DIM 50W & T -BAR APPLICATIONS ONLY - FIELD PAINT TO INCLUDED GU -10 MR16 TRACK HEAD WITH BLACK FINISH -AIM R711BL HEX LOUVER/ LINEAR SORAA VIVID2 GU -10 HEX & T1 L TO CENTER - BAR COUNTER TOP ONLY JUNO SPREAD LENS SM16GA-07-1 OD -927-03 (10 LINEAR ELV 7.5W ® ® E5 DIRECTIONAL HEAD WITH SURFACE MOUNT BOX/COVER IN BRONZE FINISH - POWER FED FROM NEVI -LITE HL -386 -BZ / SM -5 -BZ DEGREE SPOT 01111) SPREAD NON DIM 7.5W REMOTE EMERGENCY INVERTER DEGREE FLOOD 01135) GU -10 MR16 TRACK HEAD WITH BLACK FINISH - ALL SORAA VIVID2 GU -10 T2 ARTWORK - AIM TO CENTER JUNO R711 BL HEX LOUVER SM 1 6GA-07-25D-927-03 (25 HEX ELV 7.5W i EXIT GATE DEGREE NARROW FLOOD 01123) X2 GU -10 MR16 TRACK HEAD WITH BLACK FINISH - BEST R711 BL HEX LOUVER/ LINEAR SORAA VIVID2 GU -10 HEX & NON DIM 3.2W T2L BACK OF ARCHWAY JUNO SPREAD LENS SM 1 6GA-07-25D-927-03 (25 LINEAR ELV 7.5W DEGREE NARROW FLOOD 01123) SPREAD I MR16 TRACK HEAD WITH BLACK FINISH - RAMP SORAA VIVID2 GU -10 T3 BEER BOARD - CROSS AIM EACH FIXTURE TO JUNO R711 BL HEX LOUVER SM16GA-07-36D-927-03 (36 HEX ELV 7.5W BEST EZXTEU2RB-EM PROVIDE EVEN WASH OF LIGHT NON DIM DEGREE FLOOD 01135) architectural 1i hfing-cont. _ Image Type Description Manufacturer Fixture Part Number Lamp Part Number Lens Dimmer Wattage7 CONSTRUCTION - I STEPLIGHT - RECESSED STEP AND BOOTH LIGHT - date o®. G2 TEMPERED OPAL GLASS -BLACK FACE PLATE AMERICAN LIGHTING SGL -LED -WW W/ SGL -HL -DB FACEPLATE 3200K INTEGRAL LEDS NON DIM 3W HORIZONTAL LOUVER i F1 1x4 2 -LAMP SURFACE WRAP W/INTERNAL DISCONNECT SWITCH - BOH COLUMBIA WC4-232-EU (2) F32T8/835 NON DIM 68W I 1x4 2—LAMP SURFACE WRAP W/INTERNAL Fl —E DISCONNECT SWITCH — EM 1100 LUMEN COLUMBIA WC4-232—EU & BODINE B50 — FIELD (2) F32T8/835 NON BATTERY — BOH — FIELD ASSEMBLY BODINE INSTALLED DIM 68W REQUIRED F2 I 2x4 3—LAMP GRID TROFFER - WITH COLUMBIA JT824-332G—FSA12-3EU ED (3) F32T8/835 1 NON DIM 102W (INTERNAL DISCONNECT SWITCH —KITCHEN 2x4 3—LAMP GRID TROFFER — WITH F2—E INTERNAL DISCONNECT SWITCH — EM 1100 COLUMBIA JT824-332G—FSA12-3EU & BODINE (3) F32T8/835 NON LUMEN BATTERY — BOH — FIELD ASSEMBLY BODINE B50 — FIELD INSTALLED DIM 102W REQUIRED F3 1x4 2—LAMP GRID TROFFER — WITH COLUMBIA ST814-232G—FSA12—EU (2) F32T8/835 NON DIM 68W INTERNAL DISCONNECT SWITCH — BOH F3—E i 1 x4 2—LAMP GRID TROFFER — WITH INTERNAL DISCONNECT SWITCH — EM 1100 LUMEN BATTERY — BOH — FIELD ASSEBMLY COLUMBIA BODINE ST814-232G—FSA12—EU BODINE B50 FIELD INSTALLED (2) F32T8/835 NON DIM 68W REQUIRED e F4 1x4 2—LAMP HARD LID TROFFER — WITH COLUMBIA ST814-232G—FSA12—EU FK14 (2) F32T8/835 INTERNAL DISCONNECT SWITCH — BOH FLANGE KIT NON DIM 68W 1x4 2—LAMP HARD LID TROFFER — WITH ST814-232G—FSA12_EU BODINE B50 I F4—E INTERNAL DISCONNECT SWITCH — EM 1100 LUMEN BATTERY — BOH — FIELD ASSEMBLY COLUMBIA BODINE FIELD INSTALLED FK14 FLANGE (2) F32T8/835 NON DIM 68W REQUIRED i KIT j E1 WHITE EMERGENCY BUG EYE BATTERY - 250 LUMEN BEST RMR-16B (2) 5AW MR -16 HALOGEN LAMPS NON DIM 11W OUTPUT - BACK OF HOUSE INCLUDED OPEN CEILING MOUNTED EMERGENCY FIXTURE - EC E3 TO PENDANT MOUNT & PAINT TRIM BLACK- gEGHELLI TA-24W-SE-UNV-AT-NM 27W FLUORESCENT LAMP NON DIM 27W CONNECT PINK & YELLOW WIRES, CAP PURPLE - INCLUDED wa i 1000 LUMEN OUTPUT WHITE CONCEALED RECESSED EMERGENCY E4 FIXTUR,E - 800 LUMEN OUTPUT - INTERIOR HARD LID ISOLITE MIGN-25-LC-UN-SzD (2) 25W MR11 HALOGEN LAMPS NON DIM 50W & T -BAR APPLICATIONS ONLY - FIELD PAINT TO INCLUDED MATCH CEILING GU -110 MR16 EXTERIOR WALUCEILING MOUNT ® ® E5 DIRECTIONAL HEAD WITH SURFACE MOUNT BOX/COVER IN BRONZE FINISH - POWER FED FROM NEVI -LITE HL -386 -BZ / SM -5 -BZ SORAA VIVID2 GU -10 SM16GA-07-36D-927-03 (36 NON DIM 7.5W REMOTE EMERGENCY INVERTER DEGREE FLOOD 01135) SELF -POWERED TRITIUM EXIT SIGN, 10 YEAR, X GREEN ON BLACK, OUTDOOR, FOR USE ON PATIO ISOLITE 2040-95-G-B-10-WM TRITIUM N/A N/A i EXIT GATE X2 WHITE EMERGENCY EXIT SIGN WITH RED LETTERS - BOH BEST EZXTEU2RW-EM INTEGRAL LEDS NON DIM 3.2W i I X3 j BLACK EMERGENCY EXIFOHGN WITH RED LETTERS - BEST EZXTEU2RB-EM INTEGRAL LEDS NON DIM 3.2W m 4 X4 WET LOCATION EXIT SIGN WITH BATTERY BACK-UP BEST WLXTE1GEM INTEGRAL LED NON DIM 3.2W I i i LIGHT FIXTURES I CORDS SHALL HAVE A MINIMUM15' L T To ARCHITECTURAL DRAWINGSFOR I SI FIXTURE I IS D FLOOR. CUT I CORD TO PROPER LENGTH. l ..VMP . ... .::.. ...."<:- ..,. .,......ems...... .. ,.„ ... _: _..�.: � .� .': >._ .. ::. ,.... :.:...:.,- ,...., ,W ; n �:� :..,x, aw M 19100 VON KARMAN AVE SUITE 600 IRVINE, CA 92612 949.753.7676 T WDPARTNERS.COM project no. I BJSBJ0269 ;�5`. .77 "THE SHOPS AT STONEFIELD" ROUTE 29 & HYDRAULIC RD. CHARLOTTESVILLE, VA 22901 prototype: PROTO - 7 - DL submission: date PLANNING 12/17/2015 PERMIT - HEALTH SUBMITTAL 01/26/2016 BID CONSTRUCTION - revisions: date designed by: checked by: - - - l 71 5 ... . ..... W. W W. m A. REFER TO SITE LIGHTING PLAN BY DEVELOPER FOR LIGHTING FIXTURE SCHEDULE, SPECIFICATIONS, AND DETAILS (SHEET SE -2, SITE ELECTRICAL COSTCO & BLOCK G BY T.E., INC.) AVERAGE: 5.6 FC MAXIMUM: 16.1 FC MINIMUM: 1.4 FC MAX/MIN: 11.51 AVG/MIN 4.01 0 10 20 40 PLANNING 12/17/2015 PERMIT - HEALTH SUBMITTAL 01/26/2016 SCALE: 1 20.00' CONSTRUCTION below. revisions: date 0 Know what's Z19 Call before you dig. . 7 W" WW`. . ............ WMM NW'', .. W .M The ci contai on t e prepared by WD Partners, Inc. and is included within this set FOR REFERENCE ONLY. 19100 VON KARMAN AVE. SUITE 600 IRVINE, CA 92612 949.753.7676 T WDPARTNERS.COM project no. I BJSBJ0269 "THE SHOPS AT STONEFIELD" ROUTE 29 & HYDRAULIC RD. CHARLOTTESVILLE, VA 22901 prototype: PROTO-7-DL submission: date PLANNING 12/17/2015 PERMIT - HEALTH SUBMITTAL 01/26/2016 BID CONSTRUCTION - revisions: date designed by: J. COULTER checked by: D. MILLER FOR REFERENCE ONLY b,� 1A) I .„'� �,s' .. ... - , .............. ............ »_ _. .. .. ....::.....ii:: :: I .........� F;::::�':.. ...:'.....;:..... _. '.: ........ ,. \'�,°'ii'»,.p.�,.........::,:ac�m.....,.i:_" .. .. .... ... .. .. . T.O. PARAPET_ 130'-0" OML T.O. PARAPET 127'-0" OtL T.O. PARAPET 123-8" 4 STN -2 Mod f:3 1 A3.3 PT -8 13 E 2 WD -1 TN -2 S�LDIER 2 4 COURSE 4 5 6 3 17 14 STN -1 PT -7 PT -4 C 3 8 4 STN -2 A 3 PT -7 D 17 8 1 25 6 3 10 PT -7 03 A3.5 PT -8 1 1 WD -1 I 1 14 PT -4 17 24 STN .1 �' • • M 11 1 south elevation (left) 02 SCALE 11/4" = V-0" _,..:. T.O. PARAPET 123'-8" 4 STN -2 T.O. REVEAL 116-6" 14 PT11 WALL SCONCE 112'-4" Z/ T.O. CMU 109'-4" B.O. REVEAL 103'-3" T.O. SLAB 101'-0" T.O. PARAPET 130'-0" T.O. PARAPET 127'-0" T.O. PARAPET 123'-8" ►. STOREFRONT 117'-0" B.O. REVEAL 103'-3" T.O. SLAB 100'-0" w" general notes �1 ��� 1. REFER TO FINISH SCHEDULE (SHEET A0.2) AND DETAILS FOR APPLIED FINISHES. 2. PAINT AND FINISH, REFER TO A0.2 3. SIGNAGE UNDER SEPERATE SUBMITTAL 4. ALL EXTERIOR SLATE WALLS TO RECEIVE (2) TWO LAYERS GRADE "D" PAPER OVER PLYWOOD SHEATING 5. ALL EXTERIOR STUCCO WALLS TO RECEIVE WATER RESISTANT MEMBRKANE. REFER TO STUCCO SPECIFICATIONS. 6. MURALS ARE ARCHITECTURAL FEATURES BEING ADDED TO THE BUILDING & WILL NOT BE USED FOR ANY TYPE OF ADVERTISING FOR THE RESTAURANT. 7. PLASTER WEEP SCREED & WAINSCOT WILL SLOPE WITH ELEVATION CHANGE, MAINTAIN 2" ABOVE PAVEMENT AND 4" ABOVE EARTH (TYP.) 8. WINDOWS WHERE THE EXPOSED ARE OF AN INDIVIDUAL PANE IS GREATER THAN 9 SQUARE FEET, THE BOTTOM EDGE OF GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, THE TOP EDGE OF THE GLAZING IS GREATER THAN 36 INCHES ABOVE THE FLOOR AND WHERE ONE OR MORE WALKING SURFACES AREA WITHIN 36 INCHES OF THE PANE OF GLAZING- SHALL BE FULLY TEMPERED SAFETY GLAZING OF AT LEAST 1/4 INCHES THICKNESS, APPROVE D BURGLARY RESISTANT MATERIALS OR GUARDED BY METAL BARS, SCREEN OR GRILLES IN AN APPROVED MANNER. 9. ALL SAFETY GLASS TO BE CLEARLY MARKED FOR VERIFICATION BY AUTHORITIES HAVING JURISDICTION., 10. CONTRACTOR TO USE DIMENSIONS TO DETERMINE TILE QUANTITIES, ETC. (DO NOT SCALE DRAWINGS) 11. GC TO INSTALL SLATE TILE ON EXTERIOR PILASTER IN RUNNING BOND PATTERN WITH MINIMUM GROUT JOINT AND FEWEST CUT. COORDINATE FINAL LAYOUT WITH BJ's GM. 1O KNOX BOX SERIES #3200 RECESSED AT 5'-0" A.F.F. PROVIDE WITH FIRE DEPT. REFLECTIVE ALERT DECAL 2 RESYSTA HOLLOW PROFILE SLAT FACADE SYSTEM 3 STEEL CANOPY 4 CUSTOM STONE/ THIN BRICK VENEER SELF FURRING METAL LATH SHOULD BE APPLIED OVER THE WATER -RESISTIVE BARRIER. ATTACH LATH TO FRAMING WITH CORROSION -RESISTANT FASTENERS THAT PENETRATE A MINIMUM OF 1 IN. INTO THE SUPPORTS. A SCRATCH COATOF MORTAR WITH A NOMINAL THICKNESS OF % TO'/< IN. IS APPLIED TO THE LATH UNTIL IT IS FULLY EMBEDDED IN THE MORTAR. APPLY A BOND COAT OF MORTAR OVER A DAMP SCRATCF COAT TO A NOMINAL THICKNESS OF '/ IN. AND GROOVE WITH A SQUARE -NOTCHED TROWEL. FOR MAXIMUM ADHESION, COVERING THE ENTIRE BACK OF THE THIN BRICK WITH BOND COAT MORTAR IS RECOMMENDED. WHILE THE COAT REMAINS WET AND •cnp;.ra�T; ItA�:4nv::nT41; iC.c�.;..n� n.. �rS ��I..�...nA�l:: rn'? nlNrc f0 RESYSTA HOLLOW PROFILE SLAT FACADE SYSTEM OVER PAINTED BLACK TUBE STEEL FRAME, REFER TO SECTIONS. 6 AL Jll.'S(OF2R07 L I�A1H EEAfOF'' PL1 7 AWNING BY GENERAL CONTRACTOR - PAINT FRAME AND BRACKETS BLACK AWNING FABRICATOR TO FIELD VERIFY INSIDE FINISH DIMENSION OF PILASTER PRIOR TO FABRICATION. REFER TO FINISH SCHEDULE FOR FABRIC MANUFACTURER AND COLOR SELECTIONS 8 LIGHT FIXTURE, REFER TO ELECTRICAL - DOWN LIGHTS ONLY 9 OUTLINE OF SCREEN WALL BEYOND 1,0 XTND_S�TOI�E,.O�AQOV. FINISH RAD_ AjD 2" ABOVE CONCRETE, TYP. 11 NOT USED PL1 12 RECESSED TRELLIS LIGHT. REFER TO A4.3-13 13 PAINTED CORNICE AND COPING CAP TYP. 14 INTEGRAL COLOR STUCCO WALL FINISH 15 NOT USED PL1 ib ii��7'Siv%` TH TROWELED STUCCO INTEGRAL COLOR STUCCO PT -8 17 ALUMINUM CHANNEL SCREED REVEALS REFER TO A4.2-07 (TYP. @ ALL STUCCO WALLS CLEAR ANODIZED. PROVIDE END CAP WHERE REQUIRED 1,8 LINE OF ROOF HIDDEN BEYOND ..:.. .::.::.: `.. , .%�k 19 NOT USED $` 20 TRELLIS PL1 , 21 SIGNAGE. REFER TO SIGNAGE DWG'S. 22 ADDRESS SIGN WITH V-0" HIGH LETTERS (BY SIGNAGE CONTRACTOR) 23 FRY REGLET 1/4"' WIDE PCS -75-25 2 -PC STUCCO EXPANSION JOINT. PAINT TO MATCH ADJACENT SURFACES 24 TRASH ENCLOSURE/SERVICE YARD, REFER TO A6.0 25 TEMPERED OLD CASTLE GLASS SPANDREL, PART NUMBER #1-818 BLACK (OR APPROVED EQUAL) 26 HOLLOW METAL DOOR AND FRAME. REFER TO DOOR SCHED. 27 DOWNSPOUT COVER, SEE PLUMBING DWG'S. 28 CONCEALED LED STRIP LIGHTS WITHIN METAL LIGHTING CHANNEL. REFER TO ELEC. I DWG'S. 29 ELECTRICAL UTILITY, REFER TO ELEC. DWG'S. 30 OMIT BRICK VENEER, STONE WAINSCOT AND ALUMINUM REVEALS BEHIND SERVICE WALLS 31 CO2 FILL PORT, REFER TO KITCHEN DWG'S. 32 2" CHAMFER STONE AT HINGE SIDE 33 PROVIDE COMPLETE GAS METER ASSEMBLY PAINTED TO MATCH ADJACENT SURFACE; COORDINATE REQUIREMENTS WITH THE LOCAL UTILITY COMPANY PROVIDING SERVICE REFER TO PLUMBING DWG'S. FOR ADDITIONAL INFORMATION AND LOCATION 34 GRADING, REFER TO CIVIL DWG'S. 35 RTI GREASE PORTAL 36 DOOR BUZZER, REFER TO ELECTRICAL DWG'S. 37 DECORATIVE WOOD LOUVER 38 CONCRETE CURB AT SERVICE YARD, REFER TO SERVICE YARD PLAN NOTE: A SEPARATE APPLICATION IS REQUIRED FOR ALL SIGNAGE, THAT SIGNS ARE SUBJECT TO THE PREVIOUSLY APPROVED COMPREHENSIVE SIGN PLAN FOR THIS BLOCK, AND NO REVIEW OF THE ILLUSTRATED SIGNAGE HAS BEEN COMPLETED AT THIS TIME. PL1 ■ METAL AWNINGS & CORNICE SHERWIIN WILLIAMS PT -8 - SW6258 TRICORN BLACK .. .... ., BRICK - SOLDIER COARSE McNEAR, BRICK & BLOCK STN -2 - RAWHIDE EXTERIOR CEMENT PLASTER PT -4 - SW 7031 MEGA GREIGE WAINSCOT DALTILE 12X12 DIAMANTE STN -1 - GRIGIO P021 I I I OOD CLADDING =SYSTA D-1 -WALNUT BRICK - FIELD p, McNEAR BRICK & BLOCK „N STN -2 - RAWHIDE SERVICE YARD ORCO BLOCK CO. I STN -3 - TAN 19100 VON KARMAN AVE. SUITE 600 IRVINE, CA 92612 949.753.7676 T WDPARTNERS.COM project no. ( BJSBJ0269 "THE SHOPS AT STONEFIELD" ROUTE 29 & HYDRAULIC RD. CHARLOTTESVILLE, VA 22901 prototype: PROTO - 7 - DL Submission: date PLANNING 12/17/2015 PERMIT HEALTH SUBMITTAL 01/26/2016 BID CONSTRUCTION - revisions: date PLt ARB COMMENTS 02-19-2016 designed by: checked by: r ... .. ,r .N ...... ..... ......... .. ,. ..xKaxxnx::x«, �.:xx......;.,..,,,ro,.....,.,.....:........r•.... :'\ :: ". ^S... T'.: .: ':Z::'. .. ;.\ ,\ ,.. . ,............,, s ra. .... ... .. ..'.`.:F.... :�' .", .. �:,.. ...""mac' .., "` ,..,�,��'. ,':� �x�`.��' �A�':•:. �,. (3 �':::: t�`"� ':.'�A'.. ,.:... ...\�........� .:. "' ":"i:.. .\ ....•,,.:....::.:.::::....'...::::. .... ....::a,.<. , ".. ... ..�..,......, ,...;.; ;,,. ..tt"... .: .... ..... :\� ,,,;.,.::::::::x\�5.: :>..�' '!' '? . ✓r:"gi::...:::.a\::`�c".'""R, x?k.��` ....,,S.h:.. , ,.n, ..,..,a. "„, '. ". ...`.•a�x�n... .: ��w.x.... :"�, ..K .x .... rr. .... .;... ,;x. .!n::.: is ._.....,�:. .\,..,' ...;, ::•.. .::�: ,:, "::;;;.i„`.`,\�`,•'_.",. .v;:��..n„�a�,':: .. .. "::� .\ ... 4...V.;. \�'�{,'':. :a.:.... e�,,.. .:xY...',�..•rcmv 'r'.,,_,.,,x,''':...�.: '.::\++ , pAklftffi' C il ols elevation (rear) SCALE 1/4” = V-0" T.0. �—130'-0" T.O PARAPET T.O. PARAPET. . .... "w — — — — 1 127'-0" 27'-0" H..... m.....� ,.:... T.O. PARAPET A " I ...... .,,.. , :� -� ........ — — — T.O. PARAPET — — a z" 123' 8" ,a 123 8 " T.O. PARAPET 116'-4" 1. REFER TO FINISH SCHEDULE (SHEET A0.2) AND DETAILS FOR APPLIED FINISHES. 2. PAINT AND FINISH, REFER TO A0.2 3. SIGNAGE UNDER SEPERATE SUBMITTAL 4. ALL EXTERIOR SLATE WALLS TO RECEIVE (2) TWO LAYERS GRADE "D" PAPER OVER PLYWOOD SHEATING 5. ALL EXTERIOR STUCCO WALLS TO RECEIVE WATER RESISTANT MEMBRKANE. REFER TO STUCCO SPECIFICATIONS. 6. MURALS ARE ARCHITECTURAL FEATURES BEING ADDED TO THE BUILDING & WILL NOT BE USED FOR ANY TYPE OF ADVERTISING FOR THE RESTAURANT. 7. PLASTER -WEEP SCREED & WAINSCOT WILL SLOPE WITH ELEVATION CHANGE, MAINTAIN 2" ABOVE PAVEMENT AND 4" ABOVE EARTH (TYP.) 8. WINDOWS WHERE THE EXPOSED ARE OF AN INDIVIDUAL PANE IS GREATER THAN 9 SQUARE FEET, THE BOTTOM EDGE OF GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, THE TOP EDGE OF THE GLAZING IS GREATER THAN 36 INCHES ABOVE THE FLOOR AND WHERE ONE OR MORE WALKING SURFACES AREA WITHIN 36 INCHES OF THE PANE OF GLAZING- SHALL BE FULLY TEMPERED SAFETY GLAZING OF AT LEAST 1/4 INCHES THICKNESS, APPROVE D BURGLARY RESISTANT MATERIALS OR GUARDED BY METAL BARS, SCREEN OR GRILLES IN AN APPROVED MANNER. 9. ALL SAFETY GLASS TO BE CLEARLY MARKED FOR VERIFICATION BY AUTHORITIES HAVING JURISDICTION., 10. CONTRACTOR TO USE DIMENSIONS TO DETERMINE TILE QUANTITIES, ETC. (DO NOT SCALE DRAWINGS) 11. GC TO INSTALL SLATE TILE ON EXTERIOR PILASTER IN RUNNING BOND PATTERN WITH MINIMUM GROUT JOINT AND FEWEST CUT. COORDINATE FINAL LAYOUT WITH BJ's GM. elevation keyed notes 10 KNOX BOX SERIES #3200 RECESSED AT 5'-0" A.F.F. PROVIDE WITH FIRE DEPT. REFLECTIVE ALERT DECAL 2 RESYSTA HOLLOW PROFILE SLAT FACADE SYSTEM 3 STEEL CANOPY 4 CUSTOM STONE/ THIN BRICK VENEER SELF FURRING METAL LATH SHOULD BE APPLIED OVER THE WATER -RESISTIVE BARRIER. ATTACH LATH TO FRAMING WITH CORROSION -RESISTANT FASTENERS THAT PENETRATE A MINIMUM OF 1 IN. INTO THE SUPPORTS. A SCRATCH COAT OF MORTAR WITH A NOMINAL THICKNESS OF % TO 3/ IN. IS APPLIED TO THE LATH UNTIL IT IS FULLY EMBEDDED IN THE MORTAR. APPLY A BOND COAT OF MORTAR OVER A DAMP SCRATCH COAT TO A NOMINAL THICKNESS OF % IN. AND GROOVE WITH A SQUARE -NOTCHED TROWEL. FOR MAXIMUM ADHESION, COVERING THE ENTIRE BACK OF THE THIN BRICK WITH BOND COAT MORTAR IS RECOMMENDED. WHILE THE COAT REMAINS WETAND -FWORKABLE EMBED,THE THI"RICK WTO'T.HE-BOND COAT:AND— ILLMORTAR?,JOWTS : �05 RESYSTA HOLLOW PROFILE SLAT FACADE SYSTEM OVER PAINTED BLACK TUBE STEEL FRAME, REFER TO SECTIONS. 6 ALUM. OREFRONNTLB ACK TO MATCH ST E CANOPY PL1 7 AWNING BY GENERAL CONTRACTOR - PAINT FRAME AND BRACKETS BLACK AWNING FABRICATOR TO FIELD VERIFY INSIDE FINISH DIMENSION OF PILASTER PRIOR TO FABRICATION. REFER TO FINISH SCHEDULE FOR FABRIC MANUFACTURER AND COLOR SELECTIONS 8 LIGHT FIXTURE, REFER TO ELECTRICAL - DOWN LIGHTS ONLY 9 OUTLINE OF SCREEN WALL BEYOND 10 �EXTkND, §T NE, TC,4"„�BOV _.FIN SH.GRAD.EAND 2” ABOVE CONCRETE, TYP. 11 NOT USED PL1 12 RECESSED TRELLIS LIGHT. REFER TO A4.3-13 13 PAINTED CORI II E AND COPING CAP TYP. 14 ..INTEGRAL COLOR STUCCO WALL FINISH 15 NOT USED PL1 ^, riiAD`181 — TH TROWELED STUCCO 10 , INTEGRAL COLOR STUCCO PT -8 17 ALUMINUM CHANNEL SCREED REVEALS REFER TO A4.2-07 (TYP. @ ALL STUCCO WALLS.) CLEAR ANODIZED. PROVIDE END CAP WHERE REQUIRED 18 LINE OF ROOF HIDDEN BEYOND 19 NOT USED 20 TRELLIS PL1 21 SIGNAGE. REFER TO SIGNAGE DWG'S. 22 ADDRESS SIGN WITH V-0" HIGH LETTERS (BY SIGNAGE CONTRACTOR) 23 FRY REGLET 1/4" WIDE PCS -75-25 2 -PC STUCCO EXPANSION JOINT. PAINT TO MATCH ADJACENT SURFACES 24 TRASH ENCLOSURE/SERVICE YARD, REFER TO A6.0 25 TEMPERED OLD CASTLE GLASS SPANDREL, PART NUMBER #1-818 BLACK (OR APPROVED EQUAL) 26 HOLLOW METAL DOOR AND FRAME. REFER TO DOOR SCHED. 27 DOWNSPOUT COVER, SEE PLUMBING DWG'S. 28 CONCEALED LED STRIP LIGHTS WITHIN METAL LIGHTING CHANNEL. REFER TO ELEC. DWG'S. 29 ELECTRICAL UTILITY, REFER TO ELEC. DWG'S. 30 OMIT BRICK VENEER, STONE WAINSCOT AND ALUMINUM REVEALS BEHIND SERVICE WALLS 31 CO2 FILL PORT, REFER TO KITCHEN DWG'S. 32 2" CHAMFER STONE AT HINGE SIDE 33 PROVIDE COMPLETE GAS METER ASSEMBLY PAINTED TO MATCH ADJACENT SURFACES COORDINATE REQUIREMENTS WITH THE LOCAL UTILITY COMPANY PROVIDING SERVICE REFER TO PLUMBING DWG'S. FOR ADDITIONAL INFORMATION AND LOCATION 137 GRADING, REFER TO CIVIL DWG'S. RTI GREASE PORTAL DOOR BUZZER, REFER TO ELECTRICAL DWG'S. DECORATIVE WOOD LOUVER CONCRETE CURB AT SERVICE YARD, REFER TO SERVICE YARD PLAN 19100 VON KARMAN AVE. SUITE 600 IRVINE, CA 92612 949.753.7676 T WDPARTNERS.COM project no. I BJSBJ0269 "THE SHOPS AT STONEFIELD" ROUTE 29 & HYDRAULIC RD. CHARLOTTESVILLE, VA 22901 prototype: PROTO - 7 - DL submission: date PLANNING 12/17/2015 PERMIT - HEALTH SUBMITTAL 01/26/2016 BID CONSTRUCTION - revisions: date PL1 ARB COMMENTS 02-19-2016 `$ CONTROL JOINT OdL 112'-0.. B.O. CANOPY designed b �- 110-011"c... m," y 4 .. ,.,_. checked by: OR• I Oki ON W.11 C"" 1 • �• north elevation (right) 0 /M SCALE 1/4" = V-0" M... ,. �........,., s w....... , .. .ua......,. Z/,D 4 A6 O 0 to I - C4 c v v cc o� to C4 _= FILTERRA CURB INLET FILTERRA UNIT 00 JOINT (TYP) s' • -n=.li=u I=3r-u-a-u-h-i 1-11-11- -11-11-11=11-11-11' 11-111 f=11=11=111-11=1 1=11=11= 11=Ir--11-11=11=14 11-11=11 i=11=11=11=11=11=1 1=1111= ;11=11=U=11�11�4 II .11-11 11. 11..0 .It 11 :I •ori - - PERFORATED UNBY AMERICAST DERDRAIN CROSS SECTION OUTLET PI' (BY OTHEF TO STORM EFFLUENT INVERT OUT (3'-6") STORMWATER STRUCTURE Lrr LVGI'1I 11 (MUST BE LOWER) IIARE ONLY P B�DWRITTENNAUTHORIZIFICATIOS OF ATIIONSFROM FILTERRERMITTED I DATE: 07-07-06 1DWG: FLP -2 0 4 UU1J151�1 ��L J U@ FILTERRA® TYPICAL FLOWLINEf tfolFla* Copyrl�:ht Ti 200; by Amucasr AND OULET PIPE RELATIONSHIP u l� US PAT 6,277,274 AND 6,569,321 PLAN VIEW FLUME - SLOPED STANDARD TRANSITION FROM ilt ELEV 'A' MUST CURB AND STANDARD TO STABILIZED AND FILTERRA BE HIGHER GUTTER DEPRESSED (TYP) GUTTER (TYP) MULCH PROVIDED BY AMERICAST THAN ELEV 'B' TOP SLAB (TYP) SLOPE --��--- PRECAST -^.` FILTERRA THROAT CURB INLET THROAT GUTTER --� FLOW GUTTER <.w ; gan�:Y•h - 4 6" FILTERRA THROAT OPENING FLOW DEPRESSED GUTTER AT FILTERRA BYPASS CURB INLET THROAT OPENING (TYP) FLOWLINE ELEV'A' FLOWLINE ELEV'B' ''. ELEVATION VIEW CAST -IN-PLACE FILTERRA UNIT 00 JOINT (TYP) s' • -n=.li=u I=3r-u-a-u-h-i 1-11-11- -11-11-11=11-11-11' 11-111 f=11=11=111-11=1 1=11=11= 11=Ir--11-11=11=14 11-11=11 i=11=11=11=11=11=1 1=1111= ;11=11=U=11�11�4 II .11-11 11. 11..0 .It 11 :I •ori - - PERFORATED UNBY AMERICAST DERDRAIN CROSS SECTION OUTLET PI' (BY OTHEF TO STORM EFFLUENT INVERT OUT (3'-6") STORMWATER STRUCTURE Lrr LVGI'1I 11 (MUST BE LOWER) IIARE ONLY P B�DWRITTENNAUTHORIZIFICATIOS OF ATIIONSFROM FILTERRERMITTED I DATE: 07-07-06 1DWG: FLP -2 0 4 UU1J151�1 ��L J U@ FILTERRA® TYPICAL FLOWLINEf tfolFla* Copyrl�:ht Ti 200; by Amucasr AND OULET PIPE RELATIONSHIP u l� US PAT 6,277,274 AND 6,569,321 SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN STANDARD 90' NOSING (OTHER NOSING AVAILABLE UPON REQUEST) '\ PRECAST +'� • '�., TOP SLAB 4-6" CLEAR THROAT OPENING -d e A:1 d . - 4ev • d . • ' e a - ad A. CAST -IN-PLACE e' DEPRESSED GUTTER e' AND THROAT OPENING ° (BY CONTRACTOR) . 4 DOWEL BARS 0 12" O.C. BY AMERICAST S TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION OF FIELD POURED GUTTER 1l THROAT PROTECTION DEVICE FLUME - SLOPED CROWNED FLUME ilt IN PLACE UNTIL SITE IS Z STABILIZED AND FILTERRA TOWARDS FILTERRA THROAT PRECAST FILTERRA MULCH PROVIDED BY AMERICAST UNDERDRAIN SYSTEM TOP SLAB (TYP) BY AMERICAST PRECAST SECTION A -A FILTERRA FILTERRA THROAT TOP SLAB CURB >ti:� OPENING <.w ; gan�:Y•h - 4 6" FILTERRA THROAT OPENING ,•:•; �'' • ` �'.'' `. -6' OPENING 4-6" OPENIN .:,\i, ' 1_• •4" ''. CAST -IN-PLACE P annual precipitation, 43" in Albemarle FLUME & GUTTER �' (SLOPED TOWARD PRECAST /s . FILTERRA s: CAST -IN-PLACE {' DOWEL (TYP) _�•• FILTERRA THROAT) BOX WALL �/ FLUME & GUTTER PRECAST /"' DOWEL �" (TYP) (CROWNED AND SLOPED FILTERRA J TOWARD FILTERRA THROATS) BOX WALL SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN STANDARD 90' NOSING (OTHER NOSING AVAILABLE UPON REQUEST) '\ PRECAST +'� • '�., TOP SLAB 4-6" CLEAR THROAT OPENING -d e A:1 d . - 4ev • d . • ' e a - ad A. CAST -IN-PLACE e' DEPRESSED GUTTER e' AND THROAT OPENING ° (BY CONTRACTOR) . 4 DOWEL BARS 0 12" O.C. BY AMERICAST S TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION OF FIELD POURED GUTTER 1l THROAT PROTECTION DEVICE •.tt .': DO NOT REMOVE - LEAVE ilt IN PLACE UNTIL SITE IS Z STABILIZED AND FILTERRA I I . u IS ACTIVATED MULCH PROVIDED BY AMERICAST UNDERDRAIN SYSTEM PRECAST BOX WALL IMPORTANT FILTERRA FLOWLINE MUST BE AT A HIGHER SECTION VIEW ELEVATION THAN BYPASS STANDARD FILTERRA THROAT OPENING FLOWLINE OTHOR INLET OR MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIFF FILE FORMAT. DATE: 02-27-06 DWG: CGT -4 6, FILTERRA® THROAT OPENING flaeo Copynyht 1' 2007 by Am Tiaaw AND GUTTER OR FLUME DETAIL us PAT 6,277,274 AND 6,569,321 STORMWATER NARRATIVE INLET SHAPING A (BY OTHERS) 4 SDR -35 PVC COUPLING CAST INTO PRECAST BOX WALL BY AMERICAST (OUTLET PIPE LOCATION VARIES) i CURB (BY OTHERS) TREE FRAME & GRATE CAST IN TOP SLAB PLANT AS SUPPLIED CLEANOUT COVER BY AMERICAST GALVANIZED CAST IN TOP SLAB (NOT SHOWN ANGLE NOSING TOP SLAB FOR CLARITY) CURB AND GUTTER INTERLOCKING m (BY OTHERS) JOINT (TYP) I F STREET _ I W 0 r- OUTLET ilt DOWEL BARS Z ® 12"0.. w, UNDERDRAIN STONE PROVIDED BY AMERICAST ER CAST � PERFORATED MULCH PROVIDED BY AMERICAST UNDERDRAIN SYSTEM BY AMERICAST FILTER MEDIA PROVIDED BY AMERICAST SECTION A -A DESIGNATION L W TREE GRATE OUTLET QTY & SIZE PIPE 6 x 6 6'-0" 6'-0" 1 (1) 3x3 1 4" SDR -35 PVC MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIF FILE FORMAT. DATE: 07-07-06 DWG: FIST -2 Q Lt1%IltLnSU�LJ U® PRECAST FILTERRA@ UNIT STANDARD CONFIGURATION US PAT 6,277,274 Copynrght A 2007 by Am ,kc AND 6,569,321 STORMWATER DETENTION FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN WILL BE PROVIDED BY THE PERMANENT NORTH SWM FACILITY. DETAILS FOR THE FACILITY ARE PROVIDED ON THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT NOA, WPO# 2010-00023 AND WPO# 2013-69. STORMWATER QUALITY FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN WILL BE PROVIDED BY THE STORMFILTER AND VORTECHS UNITS CONSTRUCTED AS PART OF THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT NOA, WPO# 2010-0002:3, AND THE FILTERRAS PROPOSED AS PART OF THIS PLAN. THE SITE IS GRANDFATHERED PER 9VAC25-870-48 AND MEETS THE 'WATER QUALITY REQUIREMENTS OF PART II C SET FORTH IN 9VAC25-870-96. PER PART 11 C THE STORMFILTER AND VORTECHS UNITS PROVIDE A POLLUTANT REMOVAL RATE OF 60% AND THE FILTERRAS (PROVIDE A POLLUTANT REMOVAL RATE OF 74%. THE REQUIRED OVERALL POLLUTANT REMOVAL RATE IS 72.9% FOR BLOCK G. (THE CALCULATIONS FOR BLOCK G ACCOUNT FOR ADDITIONAL IMPERVIOUS AREA FOR THE FUTURE EXPANSION OF BUILDING G4.) PLEASE REFER TO BMP COMPUTATIONS USING THE SIMPLE METHOD WORKSHEET PROVIDED ON THIS DRAWING. THE FILTERRAS SHOWN FOR BLOCK G SHALL BE INSTALLED AS PART OF THIS PLAN AND WILL PROVIDE THE REMAINING WATER QUALITY NECESSARY FOR THE IMPROVEMENTS SHOWN. POLLUTANT REMOVAL CALCULATIONS FOR BLOCK G REFERENCE SIMPLE METHOD WORKSHEETS ON THIS DWG AND THE BMP ANALYSIS AREA MAP ON DWG No. C-13. TOTAL BMP ANALYSIS AREA = 6.17 ACRES TOTAL L(PRE) = 8.71 LBS TOTAL L(POST) = 26.91 LBS TOTAL POLLUTANT REMOVAL REQUIRED = 18.20 LBS DRAINAGE AREA TO FILTERRAS = 1.96 ACRES PERCENTAGE PROJECT AREA TREATED BY FILTERRAS = 32% FILTERRA POLLUTANT REMOVAL RATE = 74% STORMFILTER & VORTECHS POLLUTANT REMOVAL RATE = 60% POLLUTANT REMOVED BY FILTERRAS (0.32)(26.76 LBS)(0.74) = 6.34 LBS POLLUTANT LOAD REMAINING = 26.76 - 6.34 = 20.42 ILBS POLLUTANT REMOVED BY STORMFILTER & VORTECHS (20.42 LBS)(0.60) = 12.25 LBS TOTAL POLLUTANT LOAD REMOVED 12.25 LBS + 6.34 LBS = 18.59 LBS 18.59 LBS > 18.20 LBS POLLUTANT REMOVAL REQUIREMENTS ARE MET FOR THIS ,AREA. FILTERRAS FILTERRAS TO BE STANDARD CONFIGURATION WITH RECESSED TOP SLAB. SEE TYPICAL DETAILS AND FILTERRA SCHEDULE ON THIS SHEET. 29 26 file\r� Filterra Standard Plan Notes Construction & Installation A. Each unit shall be constructed at the locations and elevations according to the sizes shown on the approved drawings. Any modifications to the elevation or location shall be at the direction of and approved by the Engineer. B. If the Filterra' is stored before installation, the top stab must be placed on the box using the 2x4 wood provided, to prevent any contamination from the site. All internal fittings supplied (if any), must be left in place as per the delivery. C. The unit shall be placed on a compacted sub -grade with a minimtun 6 -inch gravel base matching the final grade of the curb line in the area of the unit. The unit is to be placed such that the unit and top slab match the grade of the curb in the area of the unit. Compact undisturbed sub -grade materials to 95% of maximum density at +1- 2% of optimum moisture. Unsuitable material below sub -grade shall be replaced to the site engineer's approval. D. Outlet connections shall be aligned and seated to meet the approved drawings with modifications necessary to meet site conditions and local regulations. E. Once the unit is set, the internal wooden forms and protective mesh cover must be left intact. Remove only the temporary wooden shipping blocks between the box and top slab. The top lid should be sealed onto the box section before backfilling, using a non - shrink grout, butyl rubber or similar waterproof seal. The boards on top of the lid and boards sealed in the unit's throat must NOT be removed. The Supplier (Americast or its authorized dealer) will remove these sections at the time of activation. Backfilling should be performed in a careful manner, bringing the appropriate fill material up in 6" lifts on all sides. Precast sections shall be set in a manner that will result in a watertight joint. to all instances, installation of Filterra* unit shall conform to ASTM Specification C891 `Standard Practice for Installation of Underground Precast Utility Structures", unless directed otherwise in contract documents. F. Curb and gutter construction (where present) shall ensure that the flow -line of the Filterra'2 units is at a greater elevation than the flow -line of the bypass structure or relief (drop inlet, curb cut or similar). Failure to comply with this guideline may cause failure and/or damage to the Filterra` environmental device. G. Each Filterra* unit must receive adequate irrigation to ensure survival of the living system during periods of drier weather. This may be achieved through a piped system, gutter flow or through the tree grate. 071017!06 ww'w.f iterra.com Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan: Stonefield Blocks G FSP Water Resources Area: Preparer:TMSAR m ..,_ Date: Rev. 01-08-16 Activation fi [terra, A. Activation of the Filterrao' unit is performed ONLY by the Supplier. Purchaser is responsible for Filterra'' inlet protection and subsequent clean out cost. This process cannot commence until the project site is fully stabilized and cleaned (full landscaping, grass cover, final paving and street sweeping completed), negating the chance of construction materials contaminating the Filterra' system. Care shall be taken during construction not to damage the protective throat and top plates. B. Activation includes installation ofplant(s) and mulch layers as necessary. Included Maintenance A. Each correctly installed FilterrwT unit is to be maintained by the Supplier, or a Supplier approved contractor for a minimum period of 1 year. The cost of this service is to be included in the price of each Filterrag unit. Extended maintenance contracts are available at extra cost upon request. B. Annual included maintenance consists of a maximum of (2) scheduled visits. The visits are scheduled seasonally; the spring visit aims to clean up after winter loads that may include salts and sands. The fall visit helps the system by removing excessive leaflitter. C. Each Included Maintenance visit consists of the following tasks. 1. Filterra* unit inspection 2. Foreign debris, silt, mulch & trash removal 3. Filter media evaluation and recharge as necessary 4. Plant health evaluation and pruning or replacement as necessary 5. Replacement of mulch 6. Disposal of all maintenance refuse items 7. Maintenance records updated and stored (reports available upon request) ) D. The beginning and ending date of Supplier's obligation to maintain the installed system shall be determined by the Supplier at the time the system is activated. Owners must promptly notify the Supplier of any damage to the plant(s), which constitute(s) an integral part of the bioretention technology. 0'�-w06 www.tilterraxom 27 Project Drainage Area Designation Block G L storm pollutant export in pounds, L = JP(Pj)Rv}12) [C(A)2.72 ] Rv mean runoff coefficient, Rv = 0.05 + 0.009(1) Pi small storm correction factor, 0.9 t percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, 4'=-7 6.iT pollutant concentration, mg;l or ppm target phosphorus f factor applied to RR V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5112}r27 RR required removal , L(past)-fx L(pre) Filterra Schedule %RR removal efficiency , RR100fL(past) Structure Number Size (ID ft) Filterra TC Filterra INV OUT Bypass Str INV IN PVC Outfall (in.) Recessed Top Impervious Cover Computation values in feet & uare feet P P (..... 59 230-1 4 X 8 464.73 461.06 460.61 4 Yes ..........................)._...,_........,,........._.....__....,,..........._................_..._...........................,........_................ _........_ :Item .............-.....................................................................................................................................................................................................................................................-...................................- .. _............... . _....._........ _...-_.. 230.2 7 X 13 464.00 460.17 460.61 6 Yes pre"development .. Area._._.........ypost7development _ Area i 184.1 6 X 10 464.57 460.74 460.55 6 Yes Paved Length Width .subtotal Length Width subtotal g ................ ...... ......................... ........................... 164.1 1OX6 .08 461.25 459.99 6 Yes ........... .._: _..... 232.1 8 X 4 465.97 462.30 460.91 1 4 Yes .... .m.__ ...... _ __.... r w.. .,,,.__ ad -to, :.................... . _ . �. µ_ Driveways Len th Width no- s+_6btotal Len th Wid#h na. subtotal .............................:..................................................: _9 and Walks .............. ....... .... ..................... Parking Lots Area 1 Area 2Area 3 Area 4 Area 1 Area 2 Area 3 jArea_4............................................._ tl. • Gravel areas Area 1 Area 2 subtotal Area 1 Area 2 subtotal ............. __.......,,r..,.., . ................ - _ ....,_w,..m_m:................. . - ...... x0.70- x0.70- ......_.. _._..... _....._ ._._. ..__.....__.:....._ .... .__. Structures Area no. subtotal Area no. .. .... ...... .................. ............................... _.., Actively -grazed pasture & Area Area Yards and cultivated turf x_0:08....._..............................x 0.08 ................i .... . ... ..'.......................... Active crap land Area i Area .... :.::.........................., r.... x 0.25 - x 0.25 - i ; ....... ............................................................................................................. ........................................`.................._.......................................... .. .. ...................................._3 ......... . Ocher Impervious Areas Area 1 Area 2 Area 3 Area 1 Area 2 Area 3 ............. ........ '.... ::.... .......................................:.............:. _..,._� �M.....::p-.......... .. 1 97,259] Impervious Cover 1 73.4% v y0% w ..... . ........... l (pre) l(post) Rv(Ro .,,._ VI.- 0.71 304. New Development (For Development Areas, existing impervious cover <= 20%) Rf pre)*Rv(pre..L(re) L(post)"R/Type .................... .................................... .......... ........................ 70 1.00 20% 0.23 8.71 26.91 j 18.20 ' 68%� Development Area --0.05--0.§5 .. 0.35 1.00 0°l0 13.46 12.51 , 93°%I Drinking Water Watersheds .... .......... ......_........... _.......... ...._......... ..........._................ .,...:..,, ........................................... 0.40 1.001°0. 0.06 1.28! 15.38 14-10 % 92%, Other Rural Land ..,..._ _,..,,..._,..w. _._. '.m __......,.___,,,_,..___... .... ,.. *min. values Redevelopment (For Development Areas, existing impervious 20°h).................................................................................................... C f 1 (pre) *.:..Rv(pre) €.....:....._�ip�p)........._L(post)....I........._RRRR Area Type.................................. .................._% ..... ........................ 0.70 0.90 20%: 0.23 8.71 I 26.91 19.07 7't% E?evelopment Area ._............. ............. ...... 6.0.85 , 0°,fi 0.05. 0.95 ':: 13.46 i 12.65: 94W Drinking Water Watersheds ................ ....... ............ '._......._.,.........,,.... ,............-::.... ,,. _. . .............. ........... . 0.40 0-85 io,,` 0.06 1.28 ; 15.38. 14.29 93%1 Oilier Rural Land .............. ............................... ...............................:..................... ... .................. .... ...... ......................... . ........... - .. ............. ............ ............._: rev. 30 May 2002 JM'K ►I 1V I DESIGNF-D BY: SET REV. NO. - of �f Z JDB BJ'S RESTAURANT & BREWHOUSE r . ENGINEERS DRAWN BY: STONEFIELD BLOCK "G" MINOR SITE PLAN AMENDMENT 2 w o SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: 1, 1 �, L,ic. N . 267 PLANNERS DIHR BY. STORMWATER MANAGEMENT CALCULATIONS AND DETAILS C-6 O _ wwxAsSOCIATES DMJ PO Box 4119 3040 Avemore Square PI. SHEET NUMBER: �►�'�-I�°�tio■ " Lynchburg, VA 24502 Chulottmille,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: s"S-'ONAL ' Phone: 434.316.6080 Phone: 434.984.2700 CIVIL H: NIA N0. SHEET REVISION BY DATE NO. SHEET REVISION T -By DATE www.wAassociates.net 215079.01 507901 C_SWM-1.dwg V. 01 /13/16 6 Of 7 3 I N vI O R O U) E a I I 0 0 N v c v 0 O U) C4 i TIE TO -EXISTING SIDEWALK IN LINE AND ON GRADE. PR 00TH TRANSITION ND ENSURE POSITIVE DRAINAGLX �w EXISTING 15' W NATURAL GAS UNE W > EASEMENT D.B. 4576 P. 428 *j R=3 0� - 6.0'I ELECTRICAL STUB OUT NEW A 20' PRIVATE STORM DRAIN SIDEWALK EASEMENT WAS SHOWN ON PLAT IN D.B. 4489 P. 19 NO EASEMENT EVER C,R71�'JILU m 4 NO UTILITY EVER INSTALLED LA HANDICAPPED 0 I V I 1.0' RAMP 18.0' y o DUMPS S [-(TYP) R=1.0' 466 W o I 4'x8' V FILTERRA TOP=464.80 STO RAIN z Q I DROP INL T(OP=464.00 V 7'x 13' �o��� I ° FILTERRA o z o TOP=463.89 CL - 5.25' UMPS RAND m 464 R • ' o UTILITY NCLOS R O (SEE A CHITECTU L R=2.0' DRAWI�IG� STO M DRAIN D OP INLET m W W LP 8.,DIP_ WATER LINE � w w w w D 6.0':37 R 3.0' LPA 6" DIP INE --_ I I I A6 I� ® II 9.0' EXISTIN 60"-1 (NP) REM AN PRO EC EXISTING / LIGHT. PR TECT PAVED DURII� CONST ACTION PARKING D REINSTALL WHEN AREA C01qSTRUCTIpN 2.0 OMPLETE. ' ,466 W LP THE BUIL ING F0LINDATION SHA L BE DES ED SO THAT THE REM ED, I THE UTURE IF R=2.5 SARY. HANDICAI PED PARKING SIGN ONII BOLLARD �- WF EEL \ SDMH(7P) TOP= 15' POWER 464.75 EASEMENT R 5.0 D.B. 4564 \ D P. 645 �� STORM DRAIN OUNDED ' EASEMENTS WARRIOR CREATED WITH MARKING S GN D. 0 BE B. BE P. 19 + CSN BOLLA D ( VACATED ATCHED AREA) to ' LP a �:. R 5.0' co SEE RCI Irmc URA P' _ I ADD IONAL DETAIL IN 6'x 10' ;. KEOUT BARKING FILTERRA IGN11 ON TOP. r% fl � r r . r,r. 464.64 GRATE TOP=464.73 464. I o W �D ° o w I uL� 17`1 W 2.10' o JUNCTION ' a I BOX D �� I N I I HANDICAPPED I RAMP 9.(9 HANDRAIL /I / PROPOSED 7,522 SF V I o BJ'S RESTAURANT 2 D S CC) AND BREWHOUSE 9 I W FFE=466.10 0 TMP 61W -3-19A D ° co V I ALBEMARLE PLACE EAAP LLC D.B. 3483 P. 698 ° I ZONED: NEIGHBORHOOD MODEL DISTRICT 00, 36.21 AC. II� EXISTING FFE=465.10 I V I 25' BUFFER ' ZONE EXISTING 20' PUBLIC D.B. 4030 DRAINAGE EASEMENT, % P. 335 D.B. 4135 P. 215 5.5 ° l I ROOF i -w V DRAIN EXISTING 20' PUBLIC -----_STUB WELL DRAINAGE EASEMENT ° 6.0' D.B. 4135 P. 215 TIE �O EXI TING V 0 SIDEWALK IN/ ANONRADE. 1 6.0' 5.0' .,5.. PROVIDE SMOOTH TRANSITIO AND V o ° 5.0' ENSURE P SITIVE �20,1111 . SDMH TOP=469.55 BENCHMARK NAIL SET IN SIDEWALK ELEV=470.12 Q LP o SDMH TOP=4tt-.2-2 s EXISTING PERMANENT DRAINAGE EAS D.B. 4135 P. 215 SDMH Y�TOP=465.87 \ LP i_ FOR LP D LP DD a: D LP SDMH TOP=470.34 W w 47 DMH TOP=469.54 SDMH TOP=469.47 D SDMH' TOP= 469.40 APPROXIMATE LOCATION OF UNDERGROUND VORTECHS SDMH TOP=468.40 SDMH TOP=467.78 D SDMH TOP= 465.61 } M DI AIN >P 1 LET D MH IOP=468.58 CONCRETE NAIL SET IN .SIDEWALK ELEV=467.18 TOP=467.26 \ 466 IiNo�. �. ZONE EA EMENT F :§1�-BRAIN -464- CONCRETE D.B. 4467 WALK DRAI3021 EXISTING VARIABLE WIDTH ROON DROP INLET /P \\ EASEMENT FOR DOMINION VA POWER o D.B. 4160 P. 199 STUB TOP=464.62 \_; J \ I D.B. 299 P. 432 (POLE LINE EASEMENT) i F;;:,:. PP SDMH i D TOP=461.58 0' EXISTINGVARIABLE \ -464 EXISTING RIS 01� �� -� D D A CONCRETE COR Iw _ WIDTH �ISCA SEWER � WAY DEDICATION � � EASEMENT \ D.B. 4467 P. 302 WALK '' /W ELECTRICAL L5 D.B. 4391 P. 331 \>` D ' STUB OUT EXISTING 72" SSMH OFFSITE BYPASS SSMH I o D o > �n/�►i/ L4 ° TOP -460.47 D o 0 0 .o-- TOP=464.88 /"j` SAN S S o S AN SAN SAN MAN SAN SAN SA ° EXISTING VARIABLE U.S. ROUTE 29 WIDTH ASCA f 220' TO IGF L7 (F L3 COR D M -,TRAFFIC JUoCTION BOX ° D SEWER EASEMENT LENOX AVENUE SEMINOLE TRAIL D.B. 4391 P. 331 SDI TOP=461. V, � IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 20' 20' 0 20' NOTE: PAINT MARKINGS/STRIPING SHALL CONFORM TO VDOT STANDARDS. 1 ADDED BUILDING FOUNDATION NOTE PER COUNTY COMMENTS JDB 2/15/116 +i�®moi 101# .���,,�,V OF DESICNEJDB PROJECT.B�I'S RESTAURANT & BREWHOUSE SET REV. NO. 2 OWNER REQUESTED CHANGES JDB 3/2/16 �"� �',r�,�,� . 2 `GGA' ENGINEERS STONEFIELD BLOCK "G" MINOR SITE PLAN AMENDMENT 2 >�Z SURVEYORS DRAWN BY. ALBEMARLE COUNTY VIRGINIA ♦ KTM DRAWING NUMBER: ♦ PLANNERS TITLE: Li1c. N . 267 : DIHR BY. SITE LAYOUT PLAN C-3 o ww; AsSOCIATES DMJ � 4 �! I c PO Box 4119 3040 Avemore S Square P1. SHEET NUMBER: lf �S G4'r` Lynchburg, VA 24502 Charlottesville, VA WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: N�`I0NAL ���� Phone: 434.316.6080 Phone: 434.984.2700 CIVIL H: 1 "=20' 3 of 7 N0. SHEET REVISION BY DATE' NO. SHEET REVISION BY DATE i µ'w`v.Huassociates.nzt 215079.01 507901C-SP-1.dwg V. N/A 01113116 ,� /,)- 4-11,� SOMH EXISTING 15' W WATER LINE TOP=470.34 NATURAL GAS LINE f > EASEMENT W »: W W W W .� D.B. 4576 P. 428 �-- W 68.92' 6 04' 69 16' W W W' 68.89' 68.94' D SDMH D 6 •73' 68.8 8.98' TOP=469.55 1 DMH 47 L 1 COR I D 46 - BENCHMARK D TOP=469.54 > 8 - NAIL SET SDMH r X m , . IN SIDEWALK 6" DIP �°,TOP=469.47 INE ELEV=470.12` A 20' PRIVATE STORM DRAIN I _ EASEMENT WAS SHOWN ON PLAT IN D.B. 4489 P. 19 v > NO EASEMENT EVE SDMH 66. 8' I I 65.87' NO UTILITY EVER INSTALLED TOP=469.40 I / 66.92 P: i v ` APPROXIMATE g 65.64'. LOCATION OF V6 I 65. 0' UNDERGROUND ( I m 65.11' VORTECHS 166 EXISTIN 60': w o I 4'x8' SDMH v v 6 11' FILTERRA TOP=468.40 TOP=464.80 STO RAIN 5• 1' DROP INL 5. 1' TOP=464.00 PAVED \ SDMH / 4 I PARKING TOP=467.78 x 13 6.34AREA FILTERRA 65.79' 66.31' w o z ^ 15.b3'�v c TOP 46 .89 66.06 \ 65.78 D L9- 4 5.65 46 I / � i 6� 6 0 0 .. 66.12' 65.62' 5.87' 166 I o � 65.3 ' a 6 40', €€;<. .52 ' iwill STO,.M DRAIN ! 1 • buil GRATE '*f--64 TU - IF 11�.!w 65.47'- 40 •. all. V) 000000000 10 65.03' �! CN 0 .. CLEANO / 65.24' CONCRETE PROPOSED 7,522 SF D 6SDMH 1s' POWER �z.�. / 7 I BJ'S RESTAURANT a 65.35'. 464.75 I - o I > EASEMENT / ( I AND BREWHOUS% x5.12' \ FFE=466.1 0 66.08' v 656 ' ° L) P. 5 6 EXISTING NAIL SARK D 5.05' I PERMANENT IN SIDEWALK 66.'10 65 25 65.04' DRAINAGE ELEV=467.18 V 65 6 65.01' EAS STAIRS STORM DRAIN D.B. 4135 '.. EASEMENTS P. 215 CONNECT TO 12" TREAD © 65'10 CREATED WITH H ROOF] DRAIN I 4" RISE 9 6495' D.P.4489 P. 19 TOP=467.26 L DERS. I TOP=465.87 o BE VACATED SDMH FIELD VERIFY) COORDINATE 65 10' (ATCHED AREA) a: WITHI EXISTING FFE=465.10 � � � � � � D ARCHITE TURAL I U 25' BUFFER X10. D WINGS. I ZONE EXISTING 20' PUBLIC 6 .88 IUH_ D.B. 4030 DRAINAGE EASEMENT 65.06'- CO I � P. 335 D.B. 4135 P. 215 ROOF 64.94' 64.87' 4 6'x 10' �.....� V DRAINI FILTERRA D SDMH ,66 >,' fI I EXISTING 20' PUBLIC STUB? o° a I > I I TOP= > : Yi ' TOP= 1D464.6z P= 464.64 465.6 g3 64.87 D�AINg . .IROP LET�WELL DRAINAGE EASEMENT D.B. 4135 P. 215 v 64.76' EXISTING 10" CLEAR I EXISTING VARIABLE WIDTH ZONE EA EMENT I ROOF M-9RAIN -464- CONCRETE :- WALK D.B. 44671. 302 \\ DRAIN µ i DROP INLET v EASEMENT FOR DOMINION VA POWER D.B. 4160 P. 199 STUB TOP=464.62 \ D.B. 299 P. 432 (POLE LINE EASEMENT) SDMH o TOP=461.58- EXISTING 61.58 v EXISTING RI�tiL 01' - EXISTING VARIABLE -464 D `.>.,.L�R _ WAY DEDICATION CONCRETE_ COR ISM WIDTH �iSCA SEWER � -- EASEMENT A \ D.B. 4467 P. 302 WALK L5 o D D.B. 4391 P. 331 > ; EXISTING 72" lip- �� SSMH OFFSITE BYPASS - `> /�►!i L4 SSMH j/ TOP=460.47 v D o g I /i`�� D TOP=464.88 �' SAN S S v v AN SAN �--- SAN_-- SAN SAN SA o D EXISTING VARIABLE D o D D ° U.S. ROUTE 29 WIDTH ASCA LENOX AVENUE IRF L2 �F L3 COR ° �T�'AFFIC JUoCTION BOX a - D SEWER EASEMENT SEMINOLE TRAIL D.B. 4391 P. 331 SHEET REVISION BY I DATE •e�TH OF "0 d Lic. N 267 a 'w '��' - l -'2-1(0 �4'� ■ jONAL 11#2j, SDITOP=461. v IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 20' 20' 0 20' r DESICNEJDB• PROJECT.B J'S RESTAURANT & BREWHOUSE SET REV. N0. cal O 2 SURVEYORS O O ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: c PLANNERS I: C-4 a i AsSOCIATES DW i o� SHEET NUMBER: 0 of WWA NUMBER: 0 DISCIPLINE. SCALE: DATE: N 215079.01 v CAVIL c 01/13/16 4 of 7 / 0 V. N/A 1 ADDED BUILDING FOUNDATION NOTE PER COUNTY COMMENTS JDB 2/15/'16 2 OWNER REQUESTED CHANGES JDB 3/2/16 O 0 N NO. SHEET REVISION BY DATE NO. SOMH EXISTING 15' W WATER LINE TOP=470.34 NATURAL GAS LINE f > EASEMENT W »: W W W W .� D.B. 4576 P. 428 �-- W 68.92' 6 04' 69 16' W W W' 68.89' 68.94' D SDMH D 6 •73' 68.8 8.98' TOP=469.55 1 DMH 47 L 1 COR I D 46 - BENCHMARK D TOP=469.54 > 8 - NAIL SET SDMH r X m , . IN SIDEWALK 6" DIP �°,TOP=469.47 INE ELEV=470.12` A 20' PRIVATE STORM DRAIN I _ EASEMENT WAS SHOWN ON PLAT IN D.B. 4489 P. 19 v > NO EASEMENT EVE SDMH 66. 8' I I 65.87' NO UTILITY EVER INSTALLED TOP=469.40 I / 66.92 P: i v ` APPROXIMATE g 65.64'. LOCATION OF V6 I 65. 0' UNDERGROUND ( I m 65.11' VORTECHS 166 EXISTIN 60': w o I 4'x8' SDMH v v 6 11' FILTERRA TOP=468.40 TOP=464.80 STO RAIN 5• 1' DROP INL 5. 1' TOP=464.00 PAVED \ SDMH / 4 I PARKING TOP=467.78 x 13 6.34AREA FILTERRA 65.79' 66.31' w o z ^ 15.b3'�v c TOP 46 .89 66.06 \ 65.78 D L9- 4 5.65 46 I / � i 6� 6 0 0 .. 66.12' 65.62' 5.87' 166 I o � 65.3 ' a 6 40', €€;<. .52 ' iwill STO,.M DRAIN ! 1 • buil GRATE '*f--64 TU - IF 11�.!w 65.47'- 40 •. all. V) 000000000 10 65.03' �! CN 0 .. CLEANO / 65.24' CONCRETE PROPOSED 7,522 SF D 6SDMH 1s' POWER �z.�. / 7 I BJ'S RESTAURANT a 65.35'. 464.75 I - o I > EASEMENT / ( I AND BREWHOUS% x5.12' \ FFE=466.1 0 66.08' v 656 ' ° L) P. 5 6 EXISTING NAIL SARK D 5.05' I PERMANENT IN SIDEWALK 66.'10 65 25 65.04' DRAINAGE ELEV=467.18 V 65 6 65.01' EAS STAIRS STORM DRAIN D.B. 4135 '.. EASEMENTS P. 215 CONNECT TO 12" TREAD © 65'10 CREATED WITH H ROOF] DRAIN I 4" RISE 9 6495' D.P.4489 P. 19 TOP=467.26 L DERS. I TOP=465.87 o BE VACATED SDMH FIELD VERIFY) COORDINATE 65 10' (ATCHED AREA) a: WITHI EXISTING FFE=465.10 � � � � � � D ARCHITE TURAL I U 25' BUFFER X10. D WINGS. I ZONE EXISTING 20' PUBLIC 6 .88 IUH_ D.B. 4030 DRAINAGE EASEMENT 65.06'- CO I � P. 335 D.B. 4135 P. 215 ROOF 64.94' 64.87' 4 6'x 10' �.....� V DRAINI FILTERRA D SDMH ,66 >,' fI I EXISTING 20' PUBLIC STUB? o° a I > I I TOP= > : Yi ' TOP= 1D464.6z P= 464.64 465.6 g3 64.87 D�AINg . .IROP LET�WELL DRAINAGE EASEMENT D.B. 4135 P. 215 v 64.76' EXISTING 10" CLEAR I EXISTING VARIABLE WIDTH ZONE EA EMENT I ROOF M-9RAIN -464- CONCRETE :- WALK D.B. 44671. 302 \\ DRAIN µ i DROP INLET v EASEMENT FOR DOMINION VA POWER D.B. 4160 P. 199 STUB TOP=464.62 \ D.B. 299 P. 432 (POLE LINE EASEMENT) SDMH o TOP=461.58- EXISTING 61.58 v EXISTING RI�tiL 01' - EXISTING VARIABLE -464 D `.>.,.L�R _ WAY DEDICATION CONCRETE_ COR ISM WIDTH �iSCA SEWER � -- EASEMENT A \ D.B. 4467 P. 302 WALK L5 o D D.B. 4391 P. 331 > ; EXISTING 72" lip- �� SSMH OFFSITE BYPASS - `> /�►!i L4 SSMH j/ TOP=460.47 v D o g I /i`�� D TOP=464.88 �' SAN S S v v AN SAN �--- SAN_-- SAN SAN SA o D EXISTING VARIABLE D o D D ° U.S. ROUTE 29 WIDTH ASCA LENOX AVENUE IRF L2 �F L3 COR ° �T�'AFFIC JUoCTION BOX a - D SEWER EASEMENT SEMINOLE TRAIL D.B. 4391 P. 331 SHEET REVISION BY I DATE •e�TH OF "0 d Lic. N 267 a 'w '��' - l -'2-1(0 �4'� ■ jONAL 11#2j, SDITOP=461. v IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 20' 20' 0 20' r DESICNEJDB• PROJECT.B J'S RESTAURANT & BREWHOUSE SET REV. N0. ENGINEERS STONEFIELD BLOCK "G" MINOR SITE PLAN AMENDMENT 2 SURVEYORS DRAWN BY: KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: GRADING AND DRAINAGE PLAN PLANNERS C-4 DIHR BY: AsSOCIATES DW SHEET NUMBER: PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Chulonewille,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE. SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 www.wwassoc;ates.net 215079.01 507901C-GR CAVIL Iwo � 0 01/13/16 4 of 7 / V. N/A m C 0 1 ADDED RELOCATION NOTES PER ACSA COMMENTS JDB 2/15/16 2 OWNER REQUESTED CHANGES JDB 3/2/16 m to N NO. SHEET REVISION BY DATE NO. - -------------- - ------ ---- ------- \, i =--' -I- ;......_.- --NEW FIRE8D;rP- \......SD"✓' I EXISTING 15 Ic WATER ' INc ! _ 0P=470.,,4 �. HYDRANT t \ rVAi U!'A' GAS LINE /^ �� _.✓"i i r I % w' LOCATION ,, - ; , , - l y- --...._. ' EAS EM,9 r^JT ...... _ -------- . ..............- t� -'_-- A' ._Iu ..... v1+ 1v �i -::, 5r✓ .__--- 4,� .... r.. ,. r i � .r D / jl. rf. �rJ7lJ P. '+�,� ii rY {%,( � 1 '�, /L j:: IP J TCJP-46x. 5 1 I y (� TC : �� �. 1! 1 I f L,� LI cCK� I D RELOCA ! -... - BENCHMARK .<< "+ � DI TJX .-469.54 -''' I EXISTING 46� I ! NAIL SET J t D ii... --._ S H\ - / ; ��..... IN SIDEWALK ;. r -.._. cLrt.,Irrc1(.!-iL FIRE TOP=49.47. ., (rf;- 1 EL E'v'-470. 12 I it S!Ut /Jf :.:.I� - HYDRANT _..._._._... - - H - .......- 9. _ - r v jig- A Lv I-'R!'✓A! :J !r(}RPv? DRp��{ir` ~..� !��.�� +---'- :..f-,JE?r. �...•vr V>F-,J SHOWN V!\ PLATLig i IN D.I. 41.ti9 G 19 I �. i� SDP1.Hf NO EASEMEPJT EVE, ,, f,, !,:..0 i i �, ` ` 7OF'�469.40 I NO U IL/TY EVER i!N.ST L,,..:'.i .� ! ! ! r : A E7 ,.! ;;PP,ROXIP✓lA! E. i i ! ! ! ! LOCATION OF r_Y \ j ! ! I i JNrUEu4G ROUND �« \ T En \ldC�,r?,r Ci;i1S w i8 EkiSTi1`vr 60'^ S, aA' ,__{i Cil Chi CD D i t) T� f- >, �'�.� : I R I'a::,.. cD j v �i'r...r._R,« ! ��\ Tv'P-468.40 �r O D I C • UL. t: TOP= 164•t 0 :�T0, QRAIN' 1�� %A i t-utr4Jr IN ' . 3 I ! i .l NEW!! WATER �J.A, r^� U N / I Ivy D \ TOP=464.00 PAVED 11 SDMH ` -! I PARKIN' 1 - P= ! D ; /,,.. 7Cr - h6 %� ° c :7"\ 13' INS ALC i i METER VAULT AR 7. l8 Ca ! ✓ RA CLEANOUT � A Ci IOI_:_463.89 �! ! M zj 66 _ - NEW 6"X X6 TEE ! '!,= ....� I NEW 6" �� � GV CATION FlRE LINE j I- _..._ I - l - . - �,. _. ( DROP .. .I -. r-� � ! Sr,MI-{ � LPS. DRAIN I�GP-468...38 v k'{``':� IPJ! 'r' D h I P .�... L�� W TOP - CR E i I O- .' .v, ..... I is 1,v,f;.._4h4 73 _ �h4 9 HB '`� I�FW '90 HB AND I \, . 6 GV CATION W W 0 0 [J _..... .._....... .... - ! !R�LOCA 6"X6"X I ,vA! Jd ( - W..... TEE AN 6•. GV I vi i JUNCTION Er, RELO ATE 0''1 i \ BOX RELOCAE ! I " D o ! M \f NEW 2 EXISTING WATER j SHB A D 6 SGV j I METER VAULT WATER::;.:. . ( j ! SERVICE UNE °��` I i CCNCRETI=. _ ......... % I I r-.drn .. t % PROPOSED 7,522 SF D� snnn,Ii �T^ ':. 1 7 mi P= /jam arxir ;yr I ;, BYS RESTAURANT �T - ' F'J` % ( \ 464.75 /�� EASEh"ENT AND BREWHOUSE 1 Mi / / I z I l D.B. d.SG ARr. FFE=466.10 ° D IJ !, P. 64 __\ ,-'-- EXISTING I NAI SET I X, INSTALL - ,�, ^� r , -IN r : ° !-' ---- \,: F FRA Ar'\ICNr iii JiL7`Vv✓,LK r. I TK41P 61W -3-19A D I ` I ALB_MP.RLE F'LAC'E EAAP LLC ; NEyV'� DRAiN',4GE i ELEV=467.18 \� 3483 I -i FC't ° ' i I�rri`Gf1NVV l; EA.SEn4c,`v, t ;! l i'.i D.B. 3-8 STORM DRAIN r j I ZONED): NEIGHBORH00_; r TJ.B. 4135 ; o ✓ i ! _� -- EAS.: PvIErJ, S I 21 i MODEL ISIRICT �!► � �' i c•-„ I CREATED b'✓ITI-1 \! r 3 6.21 ,r , I s \ `, D.E.D344 ,9 P. 19 -r p 71GP=46726 I r i v ! 10 .}t rH,: ATED \�'1OP=465.87 ., ,A; CHED A) - n^ AR cX,SD!NG FFE=465.10 I I\ `n j% i LJ 1Bl1Ff ER S 7 ` \' �' •� -% ;� {�`-�-r-'- .-- __._ v - - ._...: 1 I :r: "ONE l• , 1 r" 2D PUBLIC Y1 L'%'=1. { �� t '� i! E :J.,1VV 7. B. 4030 DRAINAGE �4. 1 ! j tir,G� �ASEP�,E,1 I P. 337 13 .., P. , -- / I00! ° 6'x 10, i FII.., En;%',C4 ,`' ..;sem SOMI I \� .ri+6Fi_.- , i :- T/NG - i �'`�•.__ 1STiiti j /// TOP- r TxJP- •i^ r, ' rJ , C io % \ II i h„�!,, 20 JB L� 4 n WELL D n t , t . } �( 6' .6.:i. 'l $ ! 4 6 i w- ( f' n 4135 P. 215 STORpA D<All`J >� ;d , i ✓ `'y I' • -�' ROP INI ET -7 OP -=46 .00 I( l..P 'I D ti n 6x.0.3 �, -� - - _ i yr"=464.b4 XIS t IrdG 10 ' ------ Ci FAR � -�+ -.._. -- ZOr'vt LAJEM1�lErJT I \ 't{'`, R00'F ' `� cr�lrRPv1--�A.I^J _---- -...- ---464- j � j CONCRETE i EXISTING VARIABLE WIDTH , \ -DROP I JiAI_IC D.B. 446/ P. 302 i \ ORAi `. `-_ ;,ti'LET f \ \\ EASEMENT FOR DOMINION VA POWER rT' ,2 _70,I_ 464.62r I 1l ,., \ D.B. 4160 P. 199., I/D aP SDMi1 �. \ ;J D.B. 299 P. 432 (POLE LINE EASEMENT) U� OP_ 1 58 _ \ 7. c r• r, k;rSx'ra---- EXISTING �.-. D IOP=461. LX S, il\'Gr VAKIABr I \\\ 46 - - EX ., IIJJv r a- '{ _ a / /`w r ;C" 5:y U✓Av 7C(-ATI��i�,' ,\ .ONCR'r..TE \ D ' ''�'K, "OR K 1I (' 1 EASEMENT \� ` �\ ' � T �` ` ; ! .s :---R ,r D.B. 4391 - „ 1 r, \�\ \\., D.B. 4�r6 / P. 3.}Z � I ^PJ: , � �\ Er. r.'.0 Rr;,At. L„ B ,39, P. 331 >-......'- SrUb OUT ! EXISTING 72"r; : cr 1 OFFSITE BYPASS --- - { �a rC( -460.7 v inr.-.._.. _ �- V \ _ \ c a ..._ fi. ---.. _ ncA-V-;;- -j=464.88 TV _- _- c -...._- J� 1 SyAl4} 1:_._� tN 'm �::._J '_ s V . - F N .... -- _ ,/ _ .. - EXISTING '✓A.rb48LE J _ �. _. _ -� ._ --- -� - U.S. ROUTE 29 ~rIGT1i RSCA _ L3 F;AI t -IC' d1UD^dC' Opti' „ D . � v: ��_--' SEWER A EhdENT t 'ti AVENUE CO / p "`.' R D � ..,..._.-. - _._ .. _- ..._.. ....._ .__-� � - = � ,y'- .. 1 i ,T! SOX �✓ S _ J (`l^l F J�{J/J/' N((/''(�� fT � J(��T ,T TRAIL , !� � SHEET REVISION BY I DATE TH O0 "� r� Liic. N 267 AV v ZONAL 0__.Oou ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net CP O �P IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 20' 20' 0 20' DESIGNED BY. JDB PROJECT.B J'S STONEFIELD RESTAURANT & BREWHOUSE BLOCK "G" MINOR SITE PLAN ALBEMARLE COUNTY, VIRGINIA AMENDMENT SET REV. N0. 2 DRAWN BY: KTM DRAWING NUMBER: C-5 TITLE: UTILITIES PLAN DIHR BY: DMJ SHEET NUMBER: WWA NUMBER: 215079.01 FILE NAME: 507901 C_UTIL-1.dwg DISCIPLINE: CIVIL SCALE: H: 1 "=20' V. N/A DATE: 01113116 5 Of 7 /`) I- &, EXISTING BOUNDARY LINE TABLE LINE # BEARING LENGTH Ll N34'45'28 "E 116.73' L2 N41'33'14"E 13.01' L3 N35' 19'23 "E 20.97' L4 N21 '21 '26 "E 100.92' L5 N42'08'28 "E 205.17' LEGEND = AREAS TO BE DEMOLISHED «�= EXISTING FEATURE TO BE DEMOLISH D U !4 mu ►ff1 DEMOLISH►1i EXISTING►i!�i SIDEWALK ►;�> 1 DEMOLiSH ►i`y�1 ►�►�� IL a LINE /�►*� Cr URBV ►j►j� Zi Cl - CL Q ►4� • �A�if rpif ♦�. ��►�� col N • ST / • '• - S.i/ `rrr ter.• ��.►�.� D Op INLET GRATE •- .6 CO It \ W EXISTING 15' W NATURAL GAS LINE \ W EASEMENT D.B. 4576 P. 428 1 Awl 7 W MINIMUM, •• LP I- � 3: WATER LP � I 6" SANITARYMETER CO 6" FIRE LINE VAULT T E \AND GATE VALVE 464. LATERAL ❑ T BE\SALVAGED _ - A RELOCATED. S� DRAV�I�NG N MBER C-5 FOR " JUNCTION N LOCATI%. CO 90' BEN AND GAT VALVE . I ick N I BOX DEMOLISH 4" WATER �' EXISTING SERLINE VICE TO BE S LVAGED AN� V) v DEMOLI H I WATER LINE WATER UNE I RELOC .SEE DRAWING. EXISTIG STUB OUT NUMB -5 FOR NEW SDMH LP TOP=468.22 LP `1. ANDEXISTING WATER METER VAULT TO SDMH LOCATION. EXISTING SA ITARY / P FDTEC FI LTE RAS N D CLEANOUTS ST M D IN IN o BE SALVAGED AND RELOCATED. cn TOP= 15 POWER 464.75 " SEE DRAWING NUMBER C-5 FOR z rs, EASEMENT INDIC D I DORING DEMOL ION ND I D.B. 4564 CON UCT ON � � NEW ILOCATION. D I P. 645 \ EXISTING t" TMP 61W -3-19A co `r V I ALBEMARLE PLACE EAAP LLC D.B. 3483 P. 698 I ZONED: NEIGHBORHOOD MODEL DISTRICT I 36.21 AC. S� I v DEMOLISH I I EXISTING \ I EXISTING CURB LINIE f V I 25' BUFFER I IJ ONE EXISTING 20' PUBLIC SDMH Z J I D.B. 4030 DRAINAGE EASEMENT TOP=464.54 P. 335 D. B. 4135 P. 215 V I ROOF I / I DRAIN' EXISTING 20' PUBLIC STUB WELL DRAINAGE EASEMENT I D.B. 4135 P. 215 V I I PROTECT F1LTERRAS AND / I STORM DRAIN INLET DURING DEMOLITION AND I I CONSTRUCTION SDMH TOP=464 64 CO I STORM DRAIN EASEMENTS CREATED WITH D.B. 4489 P. 19 TO BE VACATED (HATCHED AREA) LP 6'x 10' FILTERRA TOP= 464.64 PERMANENT ADDED RELOCATION NOTES PER ACSA COMMENTS pI. LPA ~' ENGINEERS SDMH EASEMENT AMENDMENT 2 D.B. 4135 DRAWN BY: KTM ALBEMARLE COUNTY, VIRGINIA P. 215 DRAWING NUMBER: �. LP PLANNERS DIHR BY: \ AsSOCIATES DMJ TOP=469.55 0 TOP=465.87 g FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 www'.wwassoeiates.nzt 215079.01 D.°';; \ LP's -47 2 of 7 _ \ ..::... ` .:: D SDMH TOP= DMH 465.61 STORM DRAIN BENCHMARK D NO. SHEET REVISION TOP=469.54 DATE DEMOLISH - _ SHEET REVISION BY DATE NAZI SEF LP SDMH ELECTRICAL EXISTING; 6" DIP IN SIDEWALK TOP 469.47 STUB OUT CURB LINE R� ` ELEV=470.12 A 20' PRIVATE STORM DRAIN EASEMENT WAS SHOWN ON PLAT LP IN D.B. 4489 P. 19 I I R68, SDM NO EASEMENT EVER GRANTED TOP=469.40 m LZ NO UTILITY EVER INSTALLED \ ' \ FIRE HYDRANT TO BE I� I APPROXIMAE T \ SALVAGED AND RELOCATED. I I LOCATION OF SEE DRAWING NUMBER I I UNDERG m C -5 --FOR NEW LOCATION.a: \ VOR�ECH� I EXISTING 60" \ 4'x8' FILTERRA \ OFFSITE BYPASS LP " SDMH TOP=468.40 TOP=464.80 STOR"RAIN (PROTECT I ^ ., QROP INLET,,,REMOVE x, \ TOP=464.0 AND ISTING PAVED I: \ . SDMH 7'x 13' LIGHT. PRO CT CONC ETE PARKING TOP=467.78 FILTERRA BASE URIN CON RU ON AREA TOP=463.89 ANDER INSTA WH N I CONST UZ`TI IS C MPLETE. "' IT' DEMOLISH EXISTING ISLAND 15 I LP I- � 3: WATER LP � I 6" SANITARYMETER CO 6" FIRE LINE VAULT T E \AND GATE VALVE 464. LATERAL ❑ T BE\SALVAGED _ - A RELOCATED. S� DRAV�I�NG N MBER C-5 FOR " JUNCTION N LOCATI%. CO 90' BEN AND GAT VALVE . I ick N I BOX DEMOLISH 4" WATER �' EXISTING SERLINE VICE TO BE S LVAGED AN� V) v DEMOLI H I WATER LINE WATER UNE I RELOC .SEE DRAWING. EXISTIG STUB OUT NUMB -5 FOR NEW SDMH LP TOP=468.22 LP `1. ANDEXISTING WATER METER VAULT TO SDMH LOCATION. EXISTING SA ITARY / P FDTEC FI LTE RAS N D CLEANOUTS ST M D IN IN o BE SALVAGED AND RELOCATED. cn TOP= 15 POWER 464.75 " SEE DRAWING NUMBER C-5 FOR z rs, EASEMENT INDIC D I DORING DEMOL ION ND I D.B. 4564 CON UCT ON � � NEW ILOCATION. D I P. 645 \ EXISTING t" TMP 61W -3-19A co `r V I ALBEMARLE PLACE EAAP LLC D.B. 3483 P. 698 I ZONED: NEIGHBORHOOD MODEL DISTRICT I 36.21 AC. S� I v DEMOLISH I I EXISTING \ I EXISTING CURB LINIE f V I 25' BUFFER I IJ ONE EXISTING 20' PUBLIC SDMH Z J I D.B. 4030 DRAINAGE EASEMENT TOP=464.54 P. 335 D. B. 4135 P. 215 V I ROOF I / I DRAIN' EXISTING 20' PUBLIC STUB WELL DRAINAGE EASEMENT I D.B. 4135 P. 215 V I I PROTECT F1LTERRAS AND / I STORM DRAIN INLET DURING DEMOLITION AND I I CONSTRUCTION SDMH TOP=464 64 CO I STORM DRAIN EASEMENTS CREATED WITH D.B. 4489 P. 19 TO BE VACATED (HATCHED AREA) LP 6'x 10' FILTERRA TOP= 464.64 PERMANENT ADDED RELOCATION NOTES PER ACSA COMMENTS pI. DRAINAGE ENGINEERS EASEMENT AMENDMENT 2 D.B. 4135 DRAWN BY: KTM ALBEMARLE COUNTY, VIRGINIA P. 215 DRAWING NUMBER: �. LP PLANNERS DIHR BY: C-2 AsSOCIATES DMJ SDMH 0 TOP=465.87 PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Charlottesville, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 www'.wwassoeiates.nzt 215079.01 D.°';; \ LP's 01113116 2 of 7 1�' .:: D SDMH TOP= ;.., .... 465.61 STORM DRAIN DROP INLET TOP=465.00 LPA NO. SHEET REVISION BY DATE NO. SHEET REVISION �SdMH SOP=468.58 CONCRETE WALK BEINCHMARK NAIIL SET IN SIDEWALK ELEV=467.18 .SDMH TOP=467.26 __466 SDMH TOP=465.03 EXISTING 10' CLEAR I C ' ; ZONE EASEMENT I I\ ROOF M- B�AIIV -464- CONCRETE EXISTING VARIABLE WIDTH WALK D.B. 4467 ,P. 302 \\ EASEMENT FOR DOMINION VA POWER DRAIN DROP INLET o / STUB TOP=464.62 / D.B. 4160 P. 199 / I\J \ I D.B. 299 P. 432 (POLE LINE EASEMENT) ,\ SDMH TOP=461.58 EXISTING RIfHL 01' EXISTING VARIABLE -464 - - CONCRETE COR WIDTH /SCA SEWER WAY DEDICATION :D v` EASEMENT D.B. 4467 P. 302 KVALK �1 ELECTRICAL LS R� D.B. 4391 P. 331 \\> o STUB OUT EXISTING 72"\c - SSMH OFFSITE BYPASS; SSMH \ `> v, L4 D TOP=460.47 o .v TOP=464.88I i �`r` SAN S S o �- v AN SAN SAN >9MAN SAN SAN SA EXISTING VARIABLE IRF L2 L3 �fi?AFFIC �IUdVCTION BOX o D U.S. ROUTE 29 WIDTH RSCA L 220' TO IAF D D COR- v SEWER EASEMENT LENOX AVENUE SEMINOLE TRAIL D.B. 4391 P. 331 1 ADDED RELOCATION NOTES PER ACSA COMMENTS JDB 2/15/'16 ENGINEERS STONEFIELD BLOCK "G" MINOR SITE PLAN AMENDMENT 2 SURVEYORS DRAWN BY: KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: EXISTING CONDITIONS & DEMOLITION PLAN PLANNERS DIHR BY: C-2 AsSOCIATES DMJ SHEET NUMBER: PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Charlottesville, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 www'.wwassoeiates.nzt 215079.01 507901C-EXCIVIC H: 1 "-20' V. N/A 01113116 2 of 7 f NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE SH OF _'0% 011 Lic. N 267 s� ICNAL TOP=461.1 v 609 Cie '11t. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1" = 20' 20' 0 20' NOTES: 1. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES TO REMAIN. 2. EXISTING CONDITIONS SHOWN REPRESENT FIELD SURVEY DATA FROM SURVEY PERFORMED BY WW ASSOCIATES ON JANUARY 6, 2015. 3. CONTRACTOR SHALL DEMOLISH ALL EXISTING CURBS, SIDEWALKS, UTILITIES AND APPURTENANCES AS REQUIRED TO CONSTRUCT NEW IMPROVEMENTS SHOWN WITH THESE PLANS. COORDINATE WITH DRAWING NUMBERS C-3, C-4 AMD C-5. .`' DESIGNEJDB: PROJECT. *S RESTAURANT & BREWHOUSE SET REV. NO. ENGINEERS STONEFIELD BLOCK "G" MINOR SITE PLAN AMENDMENT 2 SURVEYORS DRAWN BY: KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: EXISTING CONDITIONS & DEMOLITION PLAN PLANNERS DIHR BY: C-2 AsSOCIATES DMJ SHEET NUMBER: PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Charlottesville, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 www'.wwassoeiates.nzt 215079.01 507901C-EXCIVIC H: 1 "-20' V. N/A 01113116 2 of 7 f 1 2 NO. loll ID!Dl)l 11081 SHEET N0. DRAWING N0. 1 OF 7 C-1 2 OF 7 C-2 3 OF 7 C-3 4 OF 7 C-4 5 OF 7 C-5 6 OF 7 C-6 7 OF 7 C-7 TITLE COVER; SHEET EXISTING CONDITIONS & DEMOLITION PLAN SITE LAYOUT PLAN GRADING AND DRAINAGE PLAN UTILITIES PLAN STORMWATER MANAGEMENT CALCULATIONS AND DETAILS LANDSCAPE PLAN NOTES: 1. COORDINATE PLANS WITH ALBEMARLE PLACE EAAP, LLC RELATED PROJECTS: • ALBEMARLE PLACE/EROSION AND SEDIMENT CONTROL PLAN AMENDMENT NO.3 (WP02009-00074) • ALBEMARLE PLACE/STORMWATER MANAGEMENT PLAN AMENDMENT' NO.4 'WP02010-00023) • STONEFIELD BLOCKS F & G ROAD PLAN • STONEFIELD BLOCKS F & G FINAL SITE PLAN 2. THIS PLAN ASSUMES THAT THE IMPROVEMENTS ASSOCIATED WITH THE ABOVE REFERENCED PLANS HAVE BEEN CONSTRUCTED AND THE SITE HAS BEEN STABILIZED. 3. THE STONEFIELD DEVELOPMENT WAS FORMERLY KNOWN AS ALBEMARLE PLACE. 4. THE PURPOSE OF THESE PLANS IS TO SHOW THE SITE IMPROVEMENT MODIFICATIONS REQUIRED FOR COMMERCIAL BUILDING G2 FOR THE STONEFIELD DEVELOPMENT ON BLOCK G. 5. THE DISTURBED AREA OF 4.6 ACRES REPRESENTED ON THIS PLAN IS COVERED BY GENERAL CONSTRUCTION PERMIT NUMBER VAR 100061. 6. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. MINOR SITE PLAN AMENDMENT NOTES: 1. REFER TO "STONEFIELD BLOCK G FINAL SITE PLAN AND VSMP PLAN" !SDP 2014-00065 AND WPO 2014-00102 FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO GENERAL NOTES AND DETAILS, STORM DRAINAGE AREA MAPS AND CALCULATIONS, EROSION AND SEDIMENT CONTROL, AND LANDSCAPING DETAILS AND CALCULATIONS. 2. STORMWATER MANAGEMENT FOR THE LAND MASS ENCOMPASSED WITH THIS PLAN ARE PROVIDED WITH THE WPO 2014-00102, WPO 2010-00023, WPO 2013-69 AND SDP 2014-00065. THIS PLAN IS IN CONFORMANCE WITH THOSE REQUIREMENTS FOR QUANTITY AND QUALITY CONTROLS AS WELL AS MS -19. 3. LANDSCAPING CALCULATIONS HAVE NOT CHANGED. ONE PARKING LOT TREE HAS BEEN RELOCATED. 4. PARKING COUNTS HAVE BEEN UPDATED TO REFLECT THOSE IMPROVEMENTS. 5. PARKING LOT LIGHTING HAS NOT CHANGED. ADDRESSED COUNTY COMMENTS OWNER REQUESTED CHANGES SHEET REVISION JDB 2/15/116 JDB 3/2/16 BY I DATE I NO. SHEET REVISION ALBEMARLE COUNTY, VIRGINIA SDP 2016-00002 SDP 2014-00065 WPO 2014-00102 ZMA # 2001-0007 ZMA # 2008-0003 ZMA # 2011-004, ZMA # 2011-007 ZMA 2013-00009 VICINITY MAP SCALE: 1 "=2000' ALBEMARLE COUNTY DEPARTMENT APPROVAL: APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT (21.08 AC.) PLANNING/ZONING 210,807 ENGINEER FT INSPECTIONS AC.) ARB 35,222 DEPARTMENT OF FIRE & RESCUE FT ALBERMARLE COUNTY SERVICE AUTHORITY AC.) VIRGINIA DEPARTMENT OF TRANSPORTATION 88,617 HEALTH DEPARTMENT FT SH Off? 5,�, d Lic. N . 267 w oe ox "A BY DATE �1�ueN' SITE DATA DEVELOPER/APPLICANT: BJ'S RESTAURANT, INC. ENGINEER: WW ASSOCIATES, INC 10 SOUTH GRANT STREET 3040 AVEMORE SQUARE PLACE ROSEVILLE, CA 95678 CHARLOTTESVILLE, VA 22911 ATTN: JARED TAYLOR (434) 984-2700 EMAIL: JARED@GOLDENPROPERTYDEVELOPMENT.COM ATTN: JOHN D. BEIRNE JR., P.E. EMAIL: JBEIRNE®WWASSOCIATES.NET SOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO ALBEMARLE PLACE EAAP, LLC, BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 3483, PG. 698 AND IS INDICATED AS TAX MAP PARCEL TMP 61W -3-19A. SOURCE OF BOUNDARY SURVEY: SOURCE OF TOPOGRAPHY: COUNTY, STATE: MAGISTERIAL DISTRICT: WATER PROTECTION AREA: TAX MAP/PARCEL: ZONING: OVERLAY DISTRICT: EXISTING USE: PROPOSED USE: TRASH: MAXIMUM NUMBER OF EMPLOYEES: YARD REQUIREMENTS: BUILDING HEIGHTS: BUILDING GROSS AREA: LAND USE SCHEDULE: WW ASSOCIATES, INC DATED: MAY 29, 2013 WW ASSOCIATES, INC BY FIELD SURVEY PERFORMED ON: JANUARY 6, 2016 ALBEMARLE COUNTY, VA �L•L�1:�%11h11 N/A (NON -WATER SUPPLY WATERSHED) TM 61W, PARCEL 3-19A "SMD (NEIGHBORHOOD MODEL DISTRICT) ENTRANCE CORRIDOR VACANT RETAIL/COMMERCIAL ON-SITE DUMPSTER 50 THERE ARE NO MINIMUM OR MAXIMUM LOT WIDTHS OR DEPTH REQUIREMENTS. THE MAXIMUM BUILDING HEIGHT FOR RETAIL BUILDINGS SHALL BE SEVENTY FIVE (75) FEET, WITH A NINETY (90) FOOT LIMITATION FOR RESIDENTIAL AND MIXED-USE STRUCTURES. BUILDINGS IN BLOCK G SHALL RANGE IN HEIGHT FROM ONE TO THREE STORIES TALL. 34,700 SF TOTAL PARCEL TOTAL BLOCK G BUILDINGS (FOOTPRINT) ROADS/PARKING GREEN SPACE CIVIC SPACE IMPERVIOUS AREA PROPOSED 918,093 SQ FT (21.08 AC.) 210,807 SQ FT (4.84 AC.) 100% 35,222 SQ FT (0.81 AC.) 16.7% 88,617 SQ FT (2.03 AC.) 42.0% 73,121 SQ FT (1.68 AC.) 34.7% 13,847 SQ FT (0.32 AC.) 6.6% 137,686 SQ FT (3.16 AC.) 65.3% NOTES: 1) OPEN SPACE IS SUBSTITUTED WITH GREEN SPACE AND CIVIC SPACE IN ACCORDANCE WITH THE CODE OF DEVELOPMENT. 2) CIVIC SPACE AND GREEN SPACE AREAS MAY OVERLAP AND ARE INDEPENDENT ENTITIES. 3) CIVIC SPACE AND ROADS/PARKING AREAS BOTH INCLUDE CROSSWALK AREAS. 4) GREEN SPACE AND ROADS/PARKING AREAS BOTH INCLUDE PARKING ISLANDS. 5) BECAUSE OF THE OVERLAP IN AREAS, MENTIONED ABOVE, THE TOTAL AREA IS NOT A SUM OF THE INDIVIDUAL AREAS. 6) THE GREEN SPACE AND CIVIC SPACE AREAS DO NOT INCLUDE THE EXISTING TREE LAWN AND SIDEWALK ON THE NORTHERN SIDE OF BLACKBIRD LANE SINCE THEY WERE CONSTRUCTED WITH THE STONEFIELD TOWN CENTER. REQUIRED PARKING: 159 SPACES (35,222 GLA/1,000=35.22, 35.22*4.5=158.49) PROVIDED PARKING: 216 (INCLUDES 8 HANDICAPPED SPACES, ONE EMPLOYEE SPACE, 1 WOUNDED WARRIOR SPACE AND 2 TAKE-OUT SPACES) (INCLUDES 48 SPACES FROM BLOCK F&G SITE PLAN) AM ENGINEERS f SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net DEsicNEJDB. PROJECT.B J'S RESTAURANT & BREWHOUSE SET REV. N0. STONEFIELD BLOCK "G" MINOR SITE PLAN AMENDMENT 2 DRAWN BY: KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: COVER SHEET C -1 DIHR BY: DW SHEET NUMBER: WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: 215079.01 507901 C_CS-1.dwg CIVIL H: AS SHOWN 01 / 13/ 16 V:NA :1O ° 7 . - . Fol 0.0 3. 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 FIBERGLASS LIGHT POLE 3'-6" CONCRETE BASE HEAVY DUTY CONCRETE PULL BOX. - REFER SPEC 16050 FOR PULL BOX 5/8"0 & 10' COPPERWELD GROUND RODg3 ELECTRICAL CONDUIT FOR GROUNDING CONDUCTOR ALUMINUM TUBE EMBEDDED IN CONCRETE BASE 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 "P" FIXTURES = 40OW PSMH "XB" FIXTURES = 70W PSMH FLAT LENS P, P1, P2, P3 20'-0" XB,XB 1 12'-0" r---#12 GROUND WIRE TO JUNCTION & NUNE FUSES TO FIXTURES HAND HOLE/COVER POLE #xx rHX/XX,XX O 2'-9' TOTAL MOW /--�-JOINT 1-1/2" BELOW TOP OF BASE FINISH GRADE ' ' •. - i .' ELECTRICAL CONDUIT(S). a QUANTITY AS REQUIRED 2'-0" DIA. NOTE: PROVIDE CONCRETE J -BOX AS REQUIRED. THIS DETAIL IS FOR ELECTRICAL CONDUITS ROUTING ONLY. SEE STRUCTURAL DRAWINGS S0.2 FOR DETAILS. POLE DETAIL SCALE: NTS MINIMUM 0.0 0.0 0.0 0.0 0.0 ( "1_k 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 2: . EA 0.0 0.0 POLE #66 0.0 .0 0.0 4 8,1 4C 3. p 1 't -a-4.1 1:6 1 .1 2.9�27 3. 1 0.0 #8' 1"C 68 OA __ _ 0.0 0.0 0.0 0. 4 �. 0.0.0 0.0 0.0 _ 9.j b 0.0 0.0 POLE #67 n _o 0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0,0._ 0.00.c) 6.0 0.0 ___. o.p o.o 0.0 0.0 ...Mn -o.o 0.0 SITE LIGHTING PLAN SCALE: 1" = 60'-0" NOTE: LIGHT LEVELS SHOWN ARE IN FOOTCANDLES (FC). LIGHT LEVELS SHOWN ARE INITIAL LIGHT LEVELS (1.0 LLF). HED LE DS INSTALLED ALL LIGHT FIXTUREGHTINS SHALL `G FAFoXTUR RY NNECTED MEANS PER LATEST NEC CODE TYPE MANUFACTURER NUMBER LAMPS MOUNT WATT FIXTURE REMARKS � COOPER GSM -AM -400 -MP -MT -AS- VALMONT 4 N ` 20'-0" ABOVE FINISHED GRADE. ROUND © MCGRAW EDISON FG -BZ W/ MA1007 W/ VENTURE FIBERGLASS/ 450 2 TAPERED FIBERGLASS/ALUMINUM POLE a� VENTURE BALLAST 1-400W PSMH ALUMINUM I= E-1 o (VALMONT COSTCO-115-10-20 POLE), oco Q O 3z POLE Kw SEE DETAIL. FIXTURE SHALL BE POWDER PAINTED, ELECTRO -STATIC APPLICATION POLE SHALL HAVE A MIN EPA=10 FOR E-4 E-1 COOPER GSM -AM -400 -MP -MT -AS- VENTURE VALMONT 450 1 MCGRAW EDISON FG -BZ W/ MA1007 W/ OW FIBERGLASS/ r `../ 100 MPH WIND VENTURE BALLAST 1-4 OW PSMH ALUM D w POLE m w.. 3 COOPER GSM -AM -400 -MP -MT -3V- 0\ O VALMONT 'k P P1 MCGRAW EDISON FG -BZ W/ MA1007 W/ VENTURE FIBERGLASS/ 450 1 Q \ Fw- VENTURE BALLAST 1-40OW PSMH ALUMINUM a. O� POLE ®COOPER GSM -AM -400 -MP -MT -AS- VENTURE VALMONT 450 2 MCGRAW EDISON FG -BZ W/ MA1007 W/ FIBERGLASS/ O Of VENTURE BALLAST 'MULTITAP 1-400W PSMH ALUMINUM N d' PREWIRED TO 2400 POLE COOPER GSM -AM -400 -MP -MT -AS- VALMONT MCGRAW EDISON FG -BZ W/ MA1007 W/ VENTURE FIBERGLASS/ 450 1 VENTURE BALLAST (MULTITAP 1-40OW PSMH ALUMINUM PREWIRED TO 240V) POLE COOPER GSM -AM -400 -MP -MT -3V- VALMONT ® MCGRAW EDISON FG -BZ W/ MA1007 W/ VENTURE FIBERGLASS/ 450 1 VENTURE BALLAST (MULTITAP 1-40OW PSMH ALUMINUM PREWIRED TO 21m POLE SELUX DSC6-R3-L1-H07OT6-942-15-BZ PHILIP ELITE 121 © -277 W/A35-12-BZ-BC1 POLE CDM -7 STRAIGHT 80 1 1-70W T6 ROUND ALUMINUM SELUX DSC6-R3-L1-H07OT6-942-15-BZ PHILIP ELITE 121 -208 W/A35-12-BZ-BC1 POLE CDM -7 STRAIGHT 80 1 (SAME AS 'XB' EXCEPT WITH 2O8V 1-70W T6 ROUND I ALUMINUM BALLAM I o. o p.0 o.o ao - o:o._. 0.0 0.0 ......o. o. -_...o. �. GENERAL NOTE: SITE WORKS (BEYOND 5' OUTSIDE BUILDING) ARE TO BE DONE BY SITE DEVELOPER. SITE DEVELOPER SHALL PROVIDE TELEPHONE CONDUITS, FUEL FACILITY CONDUITS, SITE LIGHTING FIXTURES AND WIRING, POLES, CONCRETE POLE BASES, ETC. AS SPECIFIED ON SHEETS SITE DEVELOPER PLANS. SITE DEVELOPER TO RUN HOME RUNS FOR SITE LIGHTING TO 5' OUTSIDE OF BUILDING, LOCATIONS AS NOTED ON SITE PLAN ABOVE. SITE DEVELOPER TO PROVIDE HEAVY DUTY, TRAFFIC -GRADE J -BOXES WITH EXCESS WIRES IN J -BOXES ENOUGH TO REACH PANEL H2 OR H8, MINIMUM OF 50'-0". PROVIDE NECESSARY PHYSICAL AND WEATHER PROTECTION FOR EXCESS WIRES. WIRES FROM THE FIRST POLE (HOME RUN) TO PANEL H2 OR H8 SHALL HAVE NO SPLICING. SITE DEVELOPER AND E.C. TO COORDINATE TO MAKE SURE COMPLETE INSTALLATION WILL BE PROVIDED. INCLUDE ALL CHARGES IN BID. SITE NOTES: Oj E.C. TO COORDINATE WITH SITE DEVELOPER/CIVIL ENGINEER TO ROUTE SITE LIGHTING TO PANELS H2 & H8. SEE PANEL SCHEDULES FOR SITE LIGHTING CIRCUITS. U2 E.C. TO PROVIDE LAMACOID LABEL ID ON THE POLE. LABEL POLE NUMBER AND CIRCUIT NUMBER PER PLAN. EXAMPLE: POLE#1, H2/54,56. 3"X5" LABEL. 1/2" HIGH WHITE LETTERS ON BLACK BACKGROUND. ATTACHED WITH 3/16" WIDE FLANGE RIVETS 6" ABOVE HAND HOLE. E.C. TO PROVIDE COPPERWELD 5/8" 0 X 10' LONG GROUND ROD AT THE LIGHT POLE TYP. BOND GROUND WIRES TO GROUND ROD. ® PROVIDE 6" EXTERNAL HOUSE SIDE SHIELD 05 E.C. TO COORDINATE W/ FUEL FACILITY E.C. TO CONNECT TO ELECTRICAL, PANEL TO SEAL UNDERGROUND CONDUITS WITHIN 10' OF ENTERING GROUND ON BOTH ENDS. SEAL POLE AND ASSOCIATED J -BOX. PROVIDE EXPLOSION -PROOF -RATED J -BOX AND OTHER ELECTRICAL DEVICES NEAR FUELING FACILITY. REFER TO NEC ARTICLE 514. © E.C. TO MAKE SURE FIXTURES ARE 208V PRIOR TO INSTALLATION. ALL FIXTURES IN FRONT PARCEL (NON-COSTCO SITE) ARE TO BE 208V. FAILURE TO MATCH THE VOLTAGE MAY DAMAGE THE FIXTURES, APPROVED PHOTOMETRIC PLA 0 w Y, Ld J �. Y O N H N D 0 D a w a 0 w 6 z w U z w Of w U - w U 9 W H tf� ra �i'45 Q 0 czo) co co m171 O ' P4 LP4 C\2 � � � z --d4 zw E�z O cco�wx covlxaw C_. Ld Ld a U Q ~ O2 oR) O � 4 N ` �.� E-{ a n. -`:IlE ` OO a� ``' w I= E-1 o oco Q O 3z Kw E-4 E-1 lo D OW r `../ O O o vc Li D w m w.. 3 T n .� 0\ O 'k P Z d� \tel \ w _ Q \ Fw- �\\ a. O� _ F- z a O Of N d' W O N H N D 0 D a w a 0 w 6 z w U z w Of w U - w U 9 W H tf� ra �i'45 Q 0 czo) co co m171 O ' P4 LP4 C\2 � � � z --d4 zw E�z O cco�wx covlxaw C_. Ld Ld a U Q ~ O2 oR) � 4 �.� E-{ a n. -`:IlE ` a� ``' w I= E-1 o oco Q O 3z Kw E-4 E-1 lo ao.:�Q OW r `../ (i'U) O O o vc Li wN\ w m w.. 3 T n .� 0\ O 'k P Z d� \tel \ w _ Q \ L) �\\ a. O� _ F- a O Of N d' SE 2 Li.1 1O X104 Ch I J UI 0 O c I O 0 10 N / v s` ami 0 L0 N / s I I -C IH .. .. - ... .,..._ ... .. .... ... .. Z 4 Tr G o 202 . + o O m :. i S ; 199 D FOR LANDSCAPING WEST OF CENTERLINE OF 4" IP I cn STONERIDGE AVENUE SEE LANDSCAPE _,�:.: .; . � ��y � . PLAN ON THE ::; �y ....: .. ......W.._;a W. D € z APPROVED PLAN ENTITLED STONEFIELD BLOCKS F & G SAN -- 8" PVCo FINAL SITE PLAN», DRAWING NUMBER C-32 AND C-35 _ I I 2 o m 4„ IP j� I ® -y1 0 6046 � b-1- Ll J, Ll —LIF 1. J.1 [IJA I ... ISI ❑�.. • �•I z. � 201 � 2 207 t-- _ 200 — X DGE-A — CENTERLIN E— E OF STONERIDGE AVENUE AN -,AN®- .S ---------- C- --- �.�.� o N S Q --- Q LE11_1 F�L 21 20 8 214 __0 I R I 0 (1 ) 3 T GT CV () I - r ��,5�~, �i+y. �j"• wf�'Z.}. y Td.'ry �r' r .i %� D I W T+� . , •t fij ♦ •..y,i'•. '�'••.+'4.rr11��4•V -1) FIRE FIRE ❑ RISER ISER G 7 D P PB (2) P13(2 PB (( 2 PB 2 EXISTING BUILDING Iv O I G4 T� + o 9, 600sf P , G TMP 61W -,3-19A ALBEMARLE PLACE EAAP, LLC G3 0 DB 4467 PG 302 1 I 3 12,100sf , V ( ) P o � I , C 1) EXISTING 10' TALL o o _ + SCREENING WALL I i�: VS (10) o P I X �, x coNc' •,, 19N x Q 1 A J INNS NHS Nd NHSI NHS! y w w L UP w W IAl G ° v w w w PL 8 s 4 xl ( ) c 8 6" DI .: ) EXISTING EVERGREEN SCREEN (TYP) 3 _2�11 0 Qw 0 I ATE ( (NOT INCLUDED IN LANDSCAPE 480 IG (14) �'L (6) U R ., a. E`, I i I I 3 CALCULATIONS.) ��,,���� °; JV (4)11RELOCATED I D i P TREEp;A r";� FROM ISLAND f T 46411 PL (3) I s 11f�� D z� I R P A U w U°( ) wl G yt64C71 466 X x IG (3) 466 I I - ) I ASPHALT PL (3) _ -- A. W W LP PARKING 4 w \ 1 P ❑PL (3) ao - d I IG 1(3) I JU CTI BOX' cn W 1 1 1 1 . o r. zzz JV (5)x .: 1 I G 1 V PR23POSr-7,5�',2,S I 1 1 BJ'S RESTAURANT I 1 AND BREWHOUSE_"' �., C �J CvJ FFE=466.10 \ ( ) 1 1 1 TMP 61W -3-19A ALBEMARLE PLACE EAAP LLC e``•,.. S" l� D.B. 3483 P. II I 1 1 ZONED: NEIGHBOR698 z H MODEL DISTRICT A 1 36.21 AC. .W , (1 I R ) - FFE=4�(1� 11 ; `� T x P �� _ x G1 a 00 sf = EX� NGE DID �1/ 1 I E =5 2. IV O L 1 �, IG 2 480 OIG 6 x L 11 1) 1 0° '4 2 R P 11 1) PI (2) o o :•n:� IG 6) IG (3) I R DPOS D SI 1. NALK ELEV ISTING LANDSCAPING TYP _ – I OT INCLUDED IN LANDSCAPE CUL.ATIONS UNLESS LABELED.) JV (3) AF \ AF An P AB g B I COR �y-__ 462 A OHE HE 0 - - - - 47p T o o H E �0 0 ti CONCRETE - - — — — — — — — — — WALK { _ y — — — — — SSMH AB ,, -- ---- w • \ TOP=460. W ! Oo � o w B Fv--ter" nA —� - — �AIN SAN SAN SAN 3 FF1G JUtrmnm A R w w w w w w w w w w8„ w w AG 1 w w w w �" _- — w w w w 8 w v�`G 1 w (�) w w w w w w w \ BENCHMARK 0 CHISELED 460.98 � TIF THIS DRAWING IS A REDUCTION 460 �GRAPHIC SCALE MUST BE USED = SCALE: , 30'SU.S. ROUTE 2P...-, EMINOLE TRAIL - - - - - AS G (n 188--- — x 30' 0 30' v GAS Z 2 OWNER REQUESTED CHANGES J D B 3/2/116 0TH OF � � .:: DESIGNED BY: PROJECT: 'S RESTAURANT 8c BREWHOUSE SET REV. N0. �,. RU BY jS ENGINEERS DRAWN BY: STONEFIELD BLOCK "G" MINOR SITE PLAN AMENDMENT 2 WL SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS TITLE: DiHR BY: LANDSCAPE PLAN C-7 A T Lic.N . 267 w�lAT 0 ASSOCIATES DMJ PO Box 4119 3040 Avemore Square Pl. SHEET NUMBER: �i•��`Su5' _a_I��i°= Lynchburg, VA 24502 Charlottesville, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: r Phone: 434.316.6080 Phone: 434.984.2700 �11p1 H: 1 "=30� N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE004440- SNA :�ww'w.wwassociaLes.net 215079.01 507901 C_L.S-1.dwg CML L 1 2. A,/A 01113116 7 of 7 �/':) q ) MEN FRONT ENTRY ELEVATION STOREFRONT MTALA COT ■BRICK RMCNEAR AWHIDESHERWIN WILLIAMS (BRK-1) ■ TILE WAINS DIAMANTE GRIGIO Po27 ■ ANIIDOORS, GA OBLOCKSERVICE DCO. ■ WALNUUTNWITH RESYSTA . SWIO KIEER SHERWIMEGI AGRELL SGE LADDING STUCCO TE, UTILITY PANELS ■ SW6258 TRICORN BLACK ICE ■ DARK BRONZE FINISH NOTE: BU/LO/NG MATER/ALS SHOWN ARE REPRESENTATIONAL ONLY ANO 00 NOT REFLECT ENV/RONMENTAL VARIABLES. BJ's Restaurant & Brewhouse md Charlottesville, VA REAR ELEVATION BRICK VENEER TILE SERVICE OD CLADDING METAL AWNINGS & ■ RAWHIMCNEADE (BRK 1J ■ R BRICK D AMANTE GRIGIO Po21 ■ ALTfLE ANO BLOCK CO. ■ WALNUTIN WITH RESYSTA ■ SW7031 MEGA GREIGE UTILITY PANELS ■ SW6258 TRICORN BSHERWIN WILLIAMSLACK /CE ■ DARK BRONZE FINISH NOTE: BV/LO/NG MATER/ALS SHOWN ARE REPRESENTATIONAL ONLY ANO 00 NOT REFLECT ENVIRONMENTAL VAR/ARLES. BJ's Restaurant & Brewhouse md Charlottesville, VA