Planned Development Application 1450 Sherman Avenue Evanston, IL PERSPECTIVE RENDERINGS
|
|
|
- Gerald Black
- 5 years ago
- Views:
Transcription
1 lanned Development pplication 0 Sherman venue vanston, IL RSTIV RNDRINS
2 Sherman ve. vanston, IL - View Looking Northwest SL: N.T.S
3 Sherman ve. - View Looking Northeast vanston, IL SL: N.T.S
4 Sherman ve. vanston, IL - View Looking Southwest SL: N.T.S
5 lanned Development pplication 0 Sherman venue vanston, IL DVLOMNT LN
6 lanned Development pplication 0 Sherman venue vanston, IL 600 ZONIN ND DVLOMNT DT
7 ZONIN DT ll zoning should be reviewed by Owner's ounsel project issued date description Sherman New onstruction - Rental Mixed Use Site uilding Data xisting roposed omments xisting Zone D Downtown Transition District Use Retail Residential Site rea 37,79 37,79 ML per Dwelling Unit sf minimum lot size Dwelling Units (per ML 93 9 Maximum..R rea (..R. 0,307 8,69 rea (ross N 377,6 uilding Height 0' 7' parking floors (>7% parking not included in height calc. - actual building height = 9' Number of stories 6 ront Yard 0 0 Side Yard 0 3' Rear Yard 0 0 Total arking Spaces 7 Handicapped Spaces 6 Loading Spaces 3 Special Districts * Note: roposed area calculations are approximate and subject to change upon design finalization. ML alculator: ML ase 00 % allowed efficiency 0 ML efficiency 00 roject ML.
8 DVLOMNT DT ll zoning should be reviewed by Owner's ounsel project issued date description Sherman New onstruction - Rental Mixed Use area totals (s.f. use arking Lobby Retail OH Vertical irculation Indoor menity ublic Outdoor menity partment ommon rea rivate Outdoor menity Veranda alcony area (gross 7,9, 9, 0,77 0,00 7,937,86 08,7,30,38,370,36 area (f.a.r. 0, 9, 0 0 7, ,7,30 0,370 0 uilding Total: 377,6 8,69 parking count floor spaces per floor total Spaces hc spaces per floor Total H spaces designated use xterior arking Spaces Loading irst loor 8 8 Second loor 7 7 Residential Third loor Residential Total arkingspaces: 7 6 residential unit count floor Studio Studio onver tible -ed -ed / Den -ed / -ath -ed / -ath 3-ed / -ath unit count per floor total unit count saleable area per floor total saleable area average unit size (s.f. Typical loor - 3 loors ,363, Typical loor - loors ,363 3, ourth loor 3 0,03,03 80 Typical loor - 6 loors Total ,37 09, 79 Total Residential Units: Unit Mix by type: 8% % 6% % % 8% % %
9 DVLOMNT DT ll zoning should be reviewed by Owner's ounsel project issued date description Sherman New onstruction - Rental Mixed Use area calculations floor use area (gross area (f.a.r. irst loor Lobby,, Retail,90,90 Retail,68,68 Retail,0,0 Vertical irculation 60 0 OH,60 0 arking,969 0 loor Total: 3,870 3,60 Second - Third loors Vertical irculation 60 0 OH 0 0 arking 3,080 0 loor Total: 3,870 0 ourth loor Indoor menity 3,0 3,0 Vertical irculation 60 0 ommon rea partment,03,03 OH 0 0 loor Total: 7,6 6,37 Typical loor - 6 loors Total partment 8,37 8,37 ommon rea,0,0 Vertical irculation 60 0 OH 0 0 alcony 76 0 loor Total: 0,73 9,7 enthouse menity Indoor menity,7,7 Vertical irculation 60 0 OH,3 0 loor Total: 9,380,7 ourth loor ublic Outdoor menity,7 0 rivate Outdoor menity,38 0 loor Total:,69 0 enthouse ublic Outdoor menity,39 0 loor Total:,39 0 alcony loor - 3 loors Total ommon rea,0,0 Vertical irculation 60 0 OH 0 0 partment 7,363 7,363 Veranda alcony 76 0 loor Total: 0,73 9,7 alcony loor - loors Total ommon rea,0,0 Vertical irculation 60 0 OH 0 0 partment 7,363 7,363 Veranda alcony 76 0 loor Total: 0,73 9,7 TOTL (LL LOORS 377,6 8,69
10 MNITY ROO RSIDNTIL '-6 6TH LOOR 9'-0 TH LOOR 3' TYIL LOOR 0'-6 9'-6 6 UNITS R LOOR LOOR TH LOOR XISTIN -STORY LD. RSIDNTIL / MNITY ' TH LOOR MTR LIN T URL LIN RKIN 0' RKIN 0' 36' RKIN LOY 6' SHRMN VNU.L..L. Sherman ve. vanston, IL - Section Diagram SL: /3 = ' N
11 lanned Development pplication 0 Sherman venue vanston, IL 600 SIT LN
12 9.77' XISTIN -STORY LD. MTR II NORTH LIN XISTIN -STORY ULI RKIN R TWO-WY TRI RORTY ORNR LK STRT 69' ' '-0 OOL 3.6' ROO DK ULI LLY 0'- /.78' 0.89' T URL LIN 6-STORY RSIDNTIL UILDIN W/ RKIN TY ONST. 6'-7 / 8.70'.3' 3'-0 / MH. TH L ROO DK LOW 0.8' 0' x 3' LODIN 0' x 3' LODIN RN ROO 69'-0 RORTY ORNR '-6 7'-3 / TO.L. XISTIN -STORY LD. XISTIN -STORY LD. ROV STRT TWO-WY TRI XISTIN 8-STORY LD ' RORTY ORNR '- '-0 TO.L. RTIL NTRY 6'-3 RS NTRY 300'-0 309'-9 SHRMN VNU TWO-WY TRI R NTRY '-0 SRVI RTIL NTRY 7'-6 SRVI RTIL NTRY '-9 RORTY ORNR '-9 TO.L. XISTIN -STORY LD. XISTIN -STORY ULI RKIN R XISTIN -STORY LD. XISTIN -STORY LD. XISTIN -STORY LD. XISTIN -STORY LD. SIT R = 37,79 S Sherman ve. vanston, IL - Site lan SL: = 0' N
13 lanned Development pplication 0 Sherman venue vanston, IL 600 LOOR LNS
14 9.77' RKIN OUNT LOOR ST ND 3RD TOTL STNDRD TNDM D D -VN TOTL ST LOOR = 3,870 S 39'-0 TO.L. '-0 69'-9 / 3.6' RTIL TRSH ULI LLY OMD VULT '-0 / NRTOR ROOM IR UM ROOM.78' 8' ' RM U T URL LIN MOV IN LOY RORTY LIN 7'-6 ' ' 0' x 3' x ' LODIN '-0 TRNS. ROOM 8'-7 3/8 H '-0.3' LIN O TOWR OV 8'-6 TY. 8'-0 06'-6 RKIN 8 SS 0.8' 0' x 3' x ' LODIN 0' x 3' x ' LODIN RZRS '- 3/8 TO.L. '-6 7'-3 / TO.L. XISTIN -STORY LD. TRSH ROOM MIN L ROOM TWO-WY TRI LK STRT 73' ' RK RTIL,76 S DN U.O.R. 30X MIL/K RSIDNTIL LOY 3,660 S IK ROOM OI SRVI RTIL,780 S.O.R. 30X DN U SRVI RTIL,7 S S ROOM TLOM WTR OOSTR XISTIN -STORY LD ' WTR SRVI RTIL NTRY RS R SRVI NTRY NTRY RTIL NTRY 99'-3 / '-0 3'-6 '-0 7'-6 SRVI RTIL NTRY 39'-9 / TO.L. 9'-3 / SHRMN VNU '-9 TO.L. TWO-WY TRI Sherman ve. vanston, IL - irst loor lan SL: /3 = ' N
15 RKIN OUNT LOOR ST ND 3RD TOTL STNDRD TNDM D D -VN TOTL T URL LIN ND LOOR = 3,870 S TWO-WY TRI LK STRT '-6 '-0 RM DN RM U DN U.O.R. 30X MRNY DISTRI. RKIN ND LOOR 7 SS T '-0 '-0 H H '-0 LIN O TOWR OV 8'-6 TY..O.R. 30X DN U 8'-0 '-0 36'-0 '-0 8'-0 9'-9 XISTIN -STORY LD. XISTIN -STORY LD. SHRMN VNU TWO-WY TRI Sherman ve. vanston, IL - Second loor lan SL: /3 = ' N
16 RKIN OUNT LOOR ST ND 3RD STNDRD TNDM D D -VN TOTL TOTL T URL LIN 3RD LOOR = 3,870 S TWO-WY TRI LK STRT '-6 DN U.O.R. 30X RM DN H STOR RKIN 3RD LOOR 7 SS T SHO '-0 H H '-0 LIN O TOWR OV 8'-6 TY..O.R. 30X DN U 8'-0 '-0 36'-0 '-0 8'-0 9'-9 XISTIN -STORY LD. XISTIN -STORY LD. SHRMN VNU TWO-WY TRI Sherman ve. vanston, IL - Third loor lan SL: /3 = ' N
17 LOOR STUDIO STUDIO ONVT. -D -D + DN -D -D 3-D UNIT/LOOR TOTL UNIT OUNT UNIT TY VR SIZ TY. LN (3 LOORS TY. LN ( LOORS TH L TY. LN (6 LOORS TOTL RS. UNITS TH LOOR = 7,6 S T URL LIN STUDIO STUDIO ONVRTIL -DROOM -DROOM + DN -DROOM -DROOM 3-DROOM 30 S S 6 S 700 S 800 S 97 S,00 S,00 S DO RUN XISTIN -STORY LD. TOWR OV MNITY ROO -R STUDIO RIVT TRRS -R + DN T NVRT STUDIO STUDIO -R + DN STUDIO -R STUDIO.O.R. 30X DN U HLTH & ITNSS LU 3,0 S TWO-WY TRI LK STRT -R DN U.O.R. 30X -R -R -R -R RIVT TRRS MNITY ROO XISTIN -STORY LD. SHRMN VNU TWO-WY TRI Sherman ve. vanston, IL - ourth loor lan SL: /3 = ' N
18 LOOR STUDIO STUDIO ONVT. -D -D + DN -D -D 3-D UNIT/LOOR TOTL UNIT OUNT UNIT TY VR SIZ TY. LN (3 LOORS TY. LN ( LOORS TH L TY. LN (6 LOORS TOTL RS. UNITS LN = 0,73 S STUDIO STUDIO ONVRTIL -DROOM -DROOM + DN -DROOM -DROOM 3-DROOM 30 S S 6 S 700 S 800 S 97 S,00 S,00 S STUDIO STUDIO -R -R NVRT STUDIO STUDIO STUDIO -R + DN -R.O.R. 30X DN U -R STUDIO DN U.O.R. 30X NVRT T -R + DN -R -R + DN -R -R -R + DN STUDIO NVRT -R TH LOOR DK LOW -R NVRT STUDIO LIN O VRNDS ON LOORS & Sherman ve. vanston, IL - Typical loor lan - (6 floors SL: /3 = ' N
19 LOOR STUDIO STUDIO ONVT. -D -D + DN -D -D 3-D UNIT/LOOR TOTL UNIT OUNT UNIT TY VR SIZ TY. LN (3 LOORS TY. LN ( LOORS TH L TY. LN (6 LOORS TOTL RS. UNITS LN = 0,73 S STUDIO STUDIO ONVRTIL -DROOM -DROOM + DN -DROOM -DROOM 3-DROOM 30 S S 6 S 700 S 800 S 97 S,00 S,00 S STUDIO STUDIO -R NVRT NVRT STUDIO STUDIO STUDIO STUDIO -R + DN.O.R. 30X DN U 3-R STUDIO DN U.O.R. 30X STUDIO T NVRT -R -R + DN -R -R -R STUDIO NVRT -R TH LOOR DK LOW -R NVRT STUDIO Sherman ve. vanston, IL - Typical loor lan - (3 floors SL: /3 = ' N
20 LOOR STUDIO STUDIO ONVT. -D -D + DN -D -D 3-D UNIT/LOOR TOTL UNIT OUNT UNIT TY VR SIZ TY. LN (3 LOORS TY. LN ( LOORS TH L TY. LN (6 LOORS TOTL RS. UNITS LN = 0,73 S STUDIO STUDIO ONVRTIL -DROOM -DROOM + DN -DROOM -DROOM 3-DROOM 30 S S 6 S 700 S 800 S 97 S,00 S,00 S STUDIO -R STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO.O.R. 30X STUDIO STUDIO DN U 3-R STUDIO DN U.O.R. 30X NVRT T -R + DN -R -R + DN -R -R NVRT STUDIO STUDIO STUDIO TH LOOR DK LOW -R NVRT STUDIO Sherman ve. vanston, IL - Typical loor lan - ( floors SL: /3 = ' N
21 ROO = 9,380 S MHNIL ROO MHNIL QUIMNT.O.R. 30X DN U MH. RN ROO OOL MNITY DK DN U.O.R. 30X T MNITY LOUN 3,80 S TH LOOR DK LOW Sherman ve. vanston, IL - Roof menity loor SL: /3 = ' N
22 lanned Development pplication 0 Sherman venue vanston, IL 600 UILDIN LVTIONS
23 MTRIL KY. LUMINUM LDDIN NL - OLOR TD. LR LZIN NL - LOW RLTIV OTIN 3. LONY WITH LR LSS HNDRIL SYSTM. STRUTURL LSS LZIN SYSTM. STORRONT LZIN SYSTM 6. RIK S LDDIN - IRONSOT, OLOR TD 3 6 NORTH LVTION WST LVTION LVTIONS Sherman ve. vanston, IL SL: =0' N
24 MTRIL KY. LUMINUM LDDIN NL - OLOR TD. LR LZIN NL - LOW RLTIV OTIN 3. LONY WITH LR LSS HNDRIL SYSTM. STRUTURL LSS LZIN SYSTM. STORRONT LZIN SYSTM 6. RIK S LDDIN - IRONSOT, OLOR TD 3 6 SOUTH LVTION ST LVTION LVTIONS Sherman ve. vanston, IL SL: =0' N
25 lanned Development pplication 0 Sherman venue vanston, IL 600 XTRIOR LIHTIN LN
26
27 lanned Development pplication 0 Sherman venue vanston, IL 600 UTILITY MMORNDUM
28 MMORNDUM To: rom: ndrew Yule lbion Residential eter ator Senior roject Manager Date: pril 7, 07 R: XISTIN ULI UTILITIS SHRMN V VNSTON, ILLINOIS SO ROJT NO. 936 SIT RONNISSN ased on a recent site visit, a review of the topography of the site, a review of the ity of vanston water main and sewer atlases (attached, and a review of the available dry utility atlases the for the project area (attached, we offer the following findings: TOORHY The average elevation along the Sherman ve R.O.W. line is 0.3 feet +/-. The average elevation along the north property line is.3 feet +/-. The average elevation along the west property line is 0. feet +/-. The average elevation along the south property line is 9.9 feet +/-. XISTIN UTILITIS Water main: water main in Sherman ve water main flow test should be conducted and the data provided to the M consultant & fire suppression system designer for the proposed building.
29 Sewer: 8 0 combined sewer in alley west of the site combined sewer along centerline of Sherman ve 90 MWRD sewer east of Sherman ve centerline omd: er the omd atlas, buried omd facilities exist east of the Sherman ve centerline. er the topographic survey and omd atlas, existing overhead on utility poles are located in the public alley west of the subject site. er the omd atlas, there is a proposed buried omd facility west of the subject site (response has not yet been received from omd confirming if the facility has been constructed. The project M consultant should confirm with omd that adequate power is available to this site. Nicor as: tlas not received yet. INDINS ased on a review of the ity of vanston sewer and water main atlas information and the invert information shown on the topographic survey prepared by SO, Inc., it appears that the proposed project can be adequately served by the existing surrounding public combined sewer and water main without negatively impacting these systems. calculations should be submitted to the ity to verify capacity for the anticipated sewage flows. On-site storm water detention will be provided as part of the proposed project in accordance with MWRD and the ity of vanston s Storm Water ontrol Ordinance. Therefore the storm water discharge from the proposed project will not negatively impact the existing public sewer. omd electric is located adjacent to the development. Nicor as atlases have not yet been received. The project M consultant should submit load letters to both of these utilities to coordinate the service designs for these utilities. ased on the topographic survey, there may be a potential conflict between existing watermain and proposed storm/sanitary services. I requires sewer separation of 6 if below watermain, or 8 if above watermain. Lowering the watermain may be required. N:\ROJTS\936\DOS\DU DILIN\MM DO
30 Underground Locating Map - Legend
31 ' 8' 0' 9'' ( ' '' (0' ( ' 39-9'' ( ' ' (6 8' Sherman ve D '' (9' 9'' (8' '' (7' 9'' ( ' 30 '' ( 7-90'' (67' 8'' (7' 3' 800- '' ( 7' 760- ro ve S 9'' ( 7 ' '' ( 8' t '' (9 ' 770-8'' (7' 0'' (03' 8'' (9' '' ( ' 00- D RIVT Unknown (3' 8'' (' <6'' (9' '' (' <6'' (36' 33- '' (3' D 9'' ( 7' - 9'' ( ' 8 0'' ( 7' 33- D 36-6 (08' 6 (6' '' (38' 38- <6'' (86' 9'' (06' 8'' (6' 37- '' (3' SIT LOTION D Raymond '' (9' D '' (30' D '' ( ' ( ' '' (' '' (77' '' (80' D 330 D e 8'' (09' Harper '' (' ' a n v 0 8'' ( hicago ve Sherm 8'' (90' 7'' (60' 0'' (88' 7'' (07' ' 3- ( 9'' D 000-9'' (6' 3-9'' (3' Lake St 000-9'' (7 ' 6' '' '' ( '' (' '' (83' '' (0'
32 '' ( 9 ' 60 SV '' '' (07' ( 0 ' 90 6'' (398' 0-06 '' (30' = î Ð î Ð 8'' (38' 0-08 b = 6'' (336' î Ð b î Ð 6'' ( ' SV ( 37 ' t ro ve S '' SV-07 8'' ( 3' SV-60 Ñ b '' ( ' 8'' ( 8'' ( 8'' (38' 8'' (' b 8'' ( 9' lmwood ve '' (00' Í Îá SIT LOTION '' (0 ' Raymond 3 0 8'' ( 6 ' ' 909 8'' ( 0-08 ± SV D '' (6' Ñ (0' '' b 0-06 b 0-09 Sherm '' (3' Ñ î Ð 0'' (60' a n v 90 0'' (389' 0-0 Lake St 0-0 8'' (9' 0-0 0'' (7' î Ð 0'' (39' b Ñ 8'' 60 ( 7 e 8 ' '' (' 8'' (67' hicago ve 7' 8'' (30' '' (3 Harper 0-0 ' ( Îá 3' Ð î Í Sherman ve ( 8 ' Ðî 08 0'' Îá -08 b Í
33 D D D D D D D L L M M K K K K J J I Q Q I H H Q Q Y Y Y L L L J J L L L L78 L N 79 X X XX Y ZZ Z Z M M J J V V H H II 37-3S V V L N SIT LOTION Map roduced y *IS - Some Land Information opyright TK rinted Date: 03/09/0 U Locating Map: 38-8S T
34 lanned Development pplication 0 Sherman venue vanston, IL 600 ONTUL UTILITY LN
35 T=0.00 T=0. T=0.9 WIR & 3 WIR LUSTRS T= ON WLL 8 WIRS & WIR LUSTR L MTR & OX U W/3-TRNS -8'MST,W -8' MST N-S R=0.8 N,S I=.6,0R IRON UNDRDRIN I (NOT ONNTD TO UTTRS R=9.9 ON STORY UILDIN WIR & WIR LUSTR LUSTR N I=6.38, 0R WIRS & WIR LUSTR R=0. WIR LUSTR 0.30 R=9. SILT ILLD T/SILT=6. 8' MTL T (NO NTRY UILDIN ON WLL (TY O WIRS & R=9.8 IK RK R=9.97 TWO STORY R=0.0 SILT ILLD T/SILT=7.90 R=0.9 RIK (WOOD 0.3 OLUMN ON STORY 8VLV (NO LID 0. ON WLL 0.3 RM 9.6 T/WLL=8.90 T= WIR LUSTRS N OST 0.8 T=9.78 T= T= WIR LUSTR L MTR STL T N OLLRDS WIR LUSTR 3' WOOD 8' MTL (LOKD L & S MTR (ONNTD WIR LUSTR RIK WLL L 9.39 T=9.6 T=9. MTR & L OX WIRS & WIR LUSTRS = T=9.3 T= @DOOR 0.08 L=9.6 UY WIR R=0. & OX ON WLL WIR (TY O T=9.86 L=9.77 T= @DOOR T=9.76 L= T=0. L=9.67 T= L MTR 9.60 LUSTR L=9.6 =9.6 MTL STIRS R=9.8 R=9.0 NOY STON R UILDIN RKIN MTR SILT ILLD T/SILT=6. T= T= U 0.0 NO UILDIN RIK RKIN T=9.8 L=9.3 = HNDI RKIN IRL R=0.0 MH R= T= R=9.38 S RULTOR.' IRON N R=9.9 S I S RMIT RKIN UT UTO S I RULTOR S RIK WLL SRINKLR # SILT ILLD T/SILT=.79 SILT ILLD T/SILT=6.8 RULTOR SIT NHMRK T=9.79 L=9.3 = =9.3 STO T=9.79 L= T=9.9 L= = @DOOR RKIN MTR RKIN MTR RKIN MTR IK RK RKIN MTR 3' WOOD T RIK WLL T=9.7 =9.3 0WM = T= T=9.8 L=9.3 L=9. =9.8 T=9. L=9. =9.3 R=0.0 SIT NHMRK # IK RK T/I=.70 =9.0 T=9.80 L= T=9.7 L= T=9.8 L= W W T=9.80 L=9. T=9. R=0.9 MTR R=9. HNDI RKIN RKIN MTR T=9.39 L=9.3 L=9.7 =9.38 L=9. =9.3 RKIN L=9.3 =9. 0WM L=9. =9. T=0.07 L=9.9 =9.8 L=9.7 =9.7 T=9.70 L=9.9 T=9.7 L= L=9. =9. L=9.7 =9.6 =9.8 TR (TY R=8.96 I=.,0IRON W/RT STO T/I=.9 T=9. L=9. =9.3 T=0. L=9.6 =9.67 T=0.08 =9.73 L=9.6 T= T=9.73 T=9.87 L=9.8 =9.66 T=9.6 L=9.8 =9.63 T=9.73 L=9.7 = T=0.0 T=9.8 T=9.77 T=9.98 T=9.8 L=9.67 =9.70 RKIN MTR RKIN MTR T=9.8 W T=9.7 L=9.76 =9.73 T=9.8 L=9.77 =9.76 W W W R=0.07 R=0. S I=6.3,0IRON W I=.7,0IRON R=9. N I=6.78,0IRON R=9.8 MWRD R=0. R=9.07 LOKD N I=.97,8V R=9.66 MWRD R=9. 8V LOKD NW,S I=.33, R=0. T=9.88 =9.0 L=9.3 =9.37 L= T= L=9.6 =9. T=9.6 L=9. =9. L=9.36 L=9.0 =9. L=9.6 =9. T=9.88 =9.0 T=9.0 L=9. 9. T=9.86 L=9. =9.6 T=9.0 =9.0 T=9. T=9. =9. T=9.8 L=9.3 =9. T=9.88 L=9.7 = T=9.6 L=9.8 =9.6 T=9.9 L=9.7 =9.6 L=9.7 =9.60 T=9.6 L= T=9.87 L=9. 9. T=9.6 U U L=9.68 T=0.0 L=9.69 = T=9.7 T=9.7 T=9.89 T=9.88 =9.7 T=0. L=9.76 =9.8 T=9.87 L= T=9.9 L=9.89 T=0. L=9.88 =9.9 T=0. L=9.78 = W W L=9.7 L=9.8 L=9.3 =9.3 IK RK L= T=9.86 L= T= R=9.8 L=9. =9.9 L=9. L=9. T=9.6 =9.6 =9.6 T=0.09 L=9.7 =9.7 T= T=9.87 L=9.87 =9.89 T=9.87 L=9.8 = T= W T=9.93 L= T=9.8 L=9.83 T=9.97 L= L= T= T=0.0 T=0.0 L= T=0.00 L= T=0.0 L= T=0.8 T= L=9. T=0.08 L=9.8 T=0.0 =9.8 L=9.90 = T=0.00 L= T=0.0 L= L=9.87 R=9.78 DO NOT NTR T=0.00 L= T= R=9.79 R=0.0 T/WTR=. R=9.93 TWO STORY RIK UILDIN TWO STORY T=9.9 L= T=0.06 L= RKIN R TWLV STORY ONRT UILDIN ON STORY T=9.60 L=9. = ONRT UILDIN =0.76 = @DOOR = = @DOOR =0.3 = @DOOR @DOOR = @DOOR @DOOR 0.0@DOOR 0.9@DOOR 0.6@DOOR T= DRIN @DOOR N T/WLL= T/WLL=9.3 T=.6.6@DOOR T=. T= @DOOR T/WLL=9. T/WLL= SL = 0' RMRKS T/WLL=9.66 NO. DT MTL RZR T= WIRS & WIR S LUMIN LNS OR ONTINUTION ONRT LOK.,W I=.7,0IRON N I=.97,0IRON S I=.07,0LY /STRUT=3.8 T/0IRON=6.8(LUD =9. =9.0 NW T/6+/-IRON= @DOOR DOOR W/TRNS U 0.@DOOR 0.0 MRNY OVRLOW (ON LID DTNTION STOR UNDR RM WIRS I=8.39,IRON( IS 6.67'.% RM 'X' SUM =0. =0. ' ' DI VRT I VISIL N,S I=6.0,0R RMIT RKIN S LUMIN LNS OR ONTINUTION ONRT LOK ROUND LVL R =9,730 S (T STUO UILDIN ON STORY RIK & ROUND LVL R =,7 S (T ON STORY RIK.+/-@DOOR WIR LUSTR.7 MTLRZR WIR 0.6 ROV STRT NO. DT RMRKS OMMUNITION D D.9 LK STRT /STRUT=0.69+/- T= ROUND LVL R =7,760 S (T ONRT LOK ON STORY RIK & I=.8,0LY 0.3 NW I=.89,0LY SW I=.,0LY 0.3@DOOR 0.7@DOOR DN U.O.R. 30X WTR LVL=6.3 T/0LY= S I=6.6,0LY T OTNTIL WM ROSSIN ONLIT LOWR WTRMIN RSRVD RKIN SNITRY SRVI INSTION MNHOL DN U 30X.O.R. ROXIMT LOTION O RS SIN. S LUMIN LNS OR DTILS OMIND WTR SRVI TWO STORY RIK RLOT LIHT OL (TY N I=.86,6IRON S I=.6,6IRON SW I=9.3, 0.@DOOR D I=.0,0IRON TWO STORY RIK ROXIMT LOTION O WTRMIN R ITY TLS ONTUL UTILITY LN SHRM N VNU VNSTON, ILLINOIS OTNTIL WM ROSSIN ONLIT LOWR WTRMIN WM ROXIMT LOTION R TLS WM ROXIMT LOTION R TLS WM ROXIMT LOTION R TLS W I=.,0IRON I=.,0IRON N,S I=3.,IRON ONNT TO XISTIN OMIND SWR R=0.6 W I=3.6,0LY N,S I=.66,LY SHRMN VNU ONNT TO XISTIN OMIND SWR ONNT TO XISTIN OMIND SWR N,S I=.,LY UT IN T INTO WTRMIN I=.97,LY W I=.3,LY (N I N,S I=.69,LY W I=.97, LY (S I SW I=.73,8V S I=6.33,6V /STRUT=0. WTR ILLD N I=6.6,8+/-ROKN R N,W I=3.88,LY LND S I=.9,LY 9.98 I=.9,8LY DTNTION SUMMRY W. Higgins Road, Suite 700, Rosem ont, Ilinois 6008 hone: ( ax: ( ROOSD STORM SWR TOTL SIT R 0.86 ROOSD SNITRY SWR RLS RT 0. S W W ROOSD WTR MIN ROOSD OMIND SWR ROOSD SNITRY SRVI DTNTION RQUIRD (R ITY ORDINN VOLUM ONTROL RQUIRD (R MWRD ORDINN 0.3 -T T W W ROOSD WTR SRVI VOLUM ROVIDD = 0.3 -T ILNM: 936-UT W W W XISTIN STORM SWR XISTIN SNITRY SWR XISTIN WTR MIN - ROO STOR - UNDR RM 0. -T 0.9 -T DT: 06/0/7 JO NO. 936 XISTIN OMIND SWR SHT -UT O N:\rojects\936\ONT\936-UT.dgn Default User=jmalutan
36 lanned Development pplication 0 Sherman venue vanston, IL 600 OULTION ND RKIN MTRIX
37 VNSTON RKIN & OULTION MTRIX UNIT DSRITION # O % O DNSITY TOTL RKIN TOTL UNITS UNITS R UNIT DNSITY R UNIT RKIN Studio 8% Studio 6 % onvertible 6 6% edroom athroom 3 % edroom Den athroom 36 % edroom / ath 3 8% edroom / ath 3 % edroom /. ath % TOTL RSIDNTIL 9 00% Retail - Service ased Retail - Restaurant Retail 3 - Service ased ar Sharing TOTL RTIL 60 0 TOTL
LIVING/DINING 23'-6" x 13'-1" W/D M&E METER CLOSET OPT. PANTRY W/D. LIVING/DINING 23'-6" x 13'-1" ROOF TOP TERRACE AREA SQ. FT.
NTRY NTRY '-3" x 8'-0" '-3" x 8'-0" ###### x 8'-3" / 23'-" x 3'-" NTRY NTRY 3'-" x 7'-0" 9'-7" x 9'-7" '-0" x '-9" RKST NOOK 9'-0" x '-" 0 0 0 LVTIONS N TILS ON 9 SRIS. SHUL N TILS ON 9 SRIS. '-3" x 8'-0"
MR 7 CONCRETE WASH EDGE BIKE RACKS FOR 20 BIKES MR 7 ELECTRICAL, PLUMBING, FIRE PROTECTION ENGINEER ATTENDANT BOOTH MR 8 EXISTING EQUIPMENT ENCLOSURE
0 PROT INORMTION SS RO ' - 0 ' - 0 MR 0' - 0 ' - 0 ' - 0 ' - 0 NORT TS 0 Marinelli Rd North ethesda, M 0 PROT TM ' - 0 ' - 0 ' - 0 ' - 0 ' - 0 SIN / UIL ONTRTOR eaufont Springs r Suite Richmond, V P: 0.0.0
DES MOINES SOCIAL CLUB
SIT PLN KYNOTS NW ONRT. XISTING FIR HYRNT N GURRIL TO RMIN. PINT GURRIL. NW UR. 9TH STRT VIUT OV. NW FROST FOOTING. NW LTRIL TRNSFORMR N P. XISTING RIO TOWR TO RMIN. NW TRSH NLOSUR. 9 PROJTION SRN. 0 STL
FOR LEASE: OFFICE, LAB, RESEARCH. 20,000 SF Floor Plates Available in Milwaukee s World Water Hub
OR LS: OI, L, RSR WTR T ON rd & reshwater Way, ilwaukee, WI 0, US Reed Street Yards GLOL WTR TNOLOGY RK G+ IG S RON VILL 0,000 S loor lates vailable in ilwaukee s World Water ub Global Initiative for Water
LANE 7 13'-10" EL ' ' [1º 39' 45"] PLANTER OH GATE EXIT CORRIDOR EL ' TRANSIT POLICE PARKING STALL EXIT LOADING CLASS (A)
![LANE 7 13'-10 EL ' ' [1º 39' 45] PLANTER OH GATE EXIT CORRIDOR EL ' TRANSIT POLICE PARKING STALL EXIT LOADING CLASS (A)](/thumbs/81/83192762.jpg "LANE 7 13'-10 EL ' ' [1º 39' 45] PLANTER OH GATE EXIT CORRIDOR EL ' TRANSIT POLICE PARKING STALL EXIT LOADING CLASS (A)")
I Suite 300, 93 West roadway Vanouver, ritish olumbia, anada VZ K3 Telephone (04)3-9 ax (04) 3-99 LN 2 4'- 8" 08'-0" 29'- 8" 2'-0" 8'-" 9'-" 4'-0 2" 2'-3" 2'-3" 22'-2 2" '-" '-0" 2'-2 8" 3'-2 8" 2'-9 4"
MINI POST SERIES BALUSTRADE SYSTEM INSTALLATION GUIDE PRODUCT CODE: MPS-RP
MN POST SRS LUSTR SYSTM NSTLLTON U PROUT O: MPS-RP 0 R0 WLL LN 0 RONT LVTON VW R0 N P 0 T RUR LOK LOT ON LSS. SLON SL TYP. OT SS 000 LSS T 0 00 SRS LSS WT 00/00 (0mm NRMNTS VLL) MX. 000 00-0 (ROMMN) 00
JEA - BARTRAM RE-PUMP FACILITY POTABLE WATER STORAGE EXPANSION STRUCTURAL STORAGE TANK PLANS
2 4 6 7 8 9 0 2 L L L WLL MNWY (2) LOTIONS T/SL L. 4.44' T/SL L..82' ROO UR W/ IRLSS OVR OR UTUR N INSTLLTION, LOTIONS SLOP SL PR TNK MNU OOTIN RQUIRMNTS THIKN SL UNR UTUR URTIN WLL,. 4 R40'-0" PRST OVRLOW
AIR FORCE STANDARD DESIGN MILITARY WORKING DOG FACILITY
1. NRL NOTS US THS OUMNTS IN ONJUTION WITH TH STNR SIN OUMNT N INTRTIV PRORMMIN WORKSHT. NUMR RWIN LIST NM -1 OVR SHT -1 STNR SIN PLN - 1-2 STNR SIN PLN - 2-3 MOULS,, & PLNS & XONS -4 MOULS PLNS & XONS
A T.O. MECH. ROOF SCREEN T.O. MECH. ROOF SCREEN SHOWER / TUB RM KITCHEN / SERVERY LOUNGE / DINING SINGLE ROOM ACTIVITY AREA
' /" R INT 450 ORNW VNU 68.0 59.40 ORNW VNU X. UIIN NVOP IT IN T 4' /8" (.9 m) SOR S YROW RIT O WY S S S 98'" N N N ' /8" 4'0 /4" '6" '8" '8" '8" '6" ' 5/8" 6' /8" ' /8".05.0 T.O. PRPT 65.9 ' /" 5'6" '0"
624' - 0" 2 A ' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0"
' 0" 00 0 0 ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ONRT TILT PNL, S STRUTURL ' 0" ' 0" ' 0" ' 0" Mill Street, Suite 00 email architects@randallpaulson.com 0' 0" ' 0" 0 HRTMN RO
COOKIES COFFEE SANDWICHES CROISSANTS 1530 Elizabeth Ave, Suite 200 Charlotte NC UP/LP BC 13 TPNAIL EC 43 BC GWIRE UP/TRANS
afe Signage TNNT SIN TNNT SIN OOKIS OFF SNWIHS ROISSNTS 0 lizabeth ve, Suite 00 harlotte N 0 0 0 0 Proposed levation Survey (Shown For Reference Only) Scale: /" = '-0" NW MILL FINISH LNSP RUTUR, TYPIL
P R O J E C T D A T A PROJECT DESCRIPTION: - DEMOLISH [E] 1-STORY HOUSE, [E] SHED, [E] POOL, - REMOVE 3 TREES
![P R O J E C T D A T A PROJECT DESCRIPTION: - DEMOLISH [E] 1-STORY HOUSE, [E] SHED, [E] POOL, - REMOVE 3 TREES](/thumbs/95/124168844.jpg "P R O J E C T D A T A PROJECT DESCRIPTION: - DEMOLISH [E] 1-STORY HOUSE, [E] SHED, [E] POOL, - REMOVE 3 TREES")
P R O J E T D T PROJET DESRIPTION: - DEMOLISH [E] 1-STORY HOUSE, [E] SHED, [E] POOL, - REMOVE 3 TREES PROJET DDRESS:., LOS LTOS, PROJET OWNERS: JERRY SHEN & JENNIFER YEH PN: 331-0-099 ZONING: R1E-20-N1
6202R. between SKY and GROUND. Statement sidewalk
twn SKY n GROUND Sttmnt siwlk wlkwy onnting rivrsi puli zons grnlin Lirris n musums in our tim r not only rsrv rtifts n ooks ut offr iffrnt vnts to visitors, host utionl n ivi progrms, nsur flxil sps for
ISSUES/REVISION DATE HOUSE HOUSE G.C.= 1898 SF + - FUTURE GARAGE = 336 SF + - TOTAL G.C.= 2234 SF + - TOTAL HABITABLE SPACE = 3514 SF ' SETBACK
T h o r n e w i l l e s i g n LL N a n t u c k e t, M a. 0 5 5 4 T e l e. 5 0 8 8 9 6 F a x 5 0 8 8 6 5 US OF RWING c Thornewill esign LL 0 NNTUKT PROJT 6 NNHUMK LN, NNTUKT, M ISSUS/RVISION T HOUS H 07/05/07
A NORTH PATIO 100 3'-6" COUNTER, TYP 22'-0" HALL AE402 1'-6" 2'-6" 20'-0" 8'-0" 9'-0" PRO SHOP WALL AE402 D5 MIRR AE402 WOMEN 105 MEN 104 AE402
1 2 3 30'-0" 30'-0" 201 RSTURNT & LUHOUS avid ity, N 68632 R H I T T U R N G I N R I N G I N T R I O R S ST. 1915 NORTH PTIO 100 Omaha, N 68114-4039 23'-0" 14'-0" 23'-0" 1/6/2017 5:18:03 PM :\Users\llsuhr\ocuments\utodesk\Revit
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PROU Y UTOSK UTIOL PROUT RWI O. RWI M PROU Y UTOSK UTIOL PROUT RVISIO PROU Y UTOSK UTIOL PROUT T- O.- TO- RSTORTIO & RPIRS O UILIS O UIVRSITY O LHI PHYSIS HMISTRY MULTISTORI UILI 115 PROU Y UTOSK UTIOL
th Avenue Seattle, WA 98122
Blueprint apital provides development, financing and marketing services for select Seattle builders. More information on this property can be obtained by contacting the builder and/or agent listed below.
'20" 7.50 M 7.4 PROPOSED RESIDENTIAL BUILDING 4 STOREY- 32 UNITS T. O. F. MAIN FLOOR 8.40 M '-9 1/8" 90 08'30" A401 1
5.5 " 6' 5.5 0 5.5 0.9 0. Site Plan of Lots, and, lock, Section, Range ast, North Saanich istrict, Plan 70. Plan 70 0 9' 0" 5 0 5 0 5 Scale = :00 ated this rd day of ebruary, 08. istances and elevations
135-91G00N ONE-WAY CUSTOMER UNIT FOR VAT 30GX AND Easy-aire 10GX
ON-WY TV SYSTM OR VT GX UNITS L92 LL -8-999-6 -GN ON-WY USTOMR UNIT OR VT 2GX ND VT 2GX " (8. mm) OLOR D MR IN N NVIRONMNTLLY ONTROLLD HOUSING DIMNSIONS IN MILLIMTRS (DIMNSIONS IN T-INHS) -9GN ON-WY USTOMR
A301 A301 A402 A201 A402 EHU STUDIO - TYPE B UNIT G15 88' - 0" A205 ELEV. EQUIP G14 CAR WASH EQUIPMENT 16 A573 CLUB ELEVATOR 1 WS0 25 VAN 88' - 0"
0 0 0 0 0 0 0 0 0 0 0 0 U STUIO TYP 0 U STUIO - TYP B UNIT 0 0 0e ' - 0" 0 0 STIR 0 0 LV QUIP 0 LUB LVTOR R WS QUIPMNT 0 0 TRS 0 WTR NTRY 0 0 0 WS0 OMPT ' - 0" VN 0 0 0 0 LTRIL PNLS M 0 L VST 0 R 0 ' -
DESIGN REVIEW BOARD Staff Report
SIGN RVIW OR Staff Report genda Item F. Meeting ate: March, 0 TO: Goleta esign Review oard FROM: rian Hiefield, ssistant Planner; 9-9 SUJT: -0-R; ourtyard by Marriott Overall Sign Plan 0 Storke Road; PN
Weighted Graphs. Weighted graphs may be either directed or undirected.
1 In mny ppltons, o rp s n ssot numrl vlu, ll wt. Usully, t wts r nonntv ntrs. Wt rps my tr rt or unrt. T wt o n s otn rrr to s t "ost" o t. In ppltons, t wt my msur o t lnt o rout, t pty o ln, t nry rqur
Divided. diamonds. Mimic the look of facets in a bracelet that s deceptively deep RIGHT-ANGLE WEAVE. designed by Peggy Brinkman Matteliano
RIGHT-ANGLE WEAVE Dv mons Mm t look o ts n rlt tt s ptvly p sn y Py Brnkmn Mttlno Dv your mons nto trnls o two or our olors. FCT-SCON0216_BNB66 2012 Klm Pulsn Co. Ts mtrl my not rprou n ny orm wtout prmsson
CONSTRUCTION NOT FOR SITE ZONING EXHIBIT SMITHGILBANE 889 E. JOHNSON STREET FOND DU LAC, WI HILL FARMS - STATE OFFICE BUILDING MADISON, WI
SGO R. ast Mifflin Street, Suite 00 Madison, Wisconsin 0 Telephone 0.. UIVRSITY V. OL MILTO R..'.' STRT "".' STRT "" STT OFFI (MX. PTHOUS LV. = 09.') STRT "F" SMITHGIL 9. JOHSO STRT FO U L, WI 9.' STRT
DRAWING LIST GENERAL NOTES CIVIL ENGINEER AIR FORCE CENTER COVER SHEET PRE - FINAL MAY 2018 C-1 NOT FOR CONSTRUCTION
3 4 5 6 7 8 RWING LIST GNRL NOTS NUMR 1. US THS OUMNTS IN ONUTION WITH TH STNR SIGN GUI N INTRTIV PROGRMMING WORSHT. -1-1 -2-3 -4-5 -6-7 -8 NM OVR SHT STNR SIGN MOUL PLN & XON MOUL PLN & XON MOULS & PLNS
SEASHORE LEARNING CENTER
0 PR- 0 V-R T-R R PR- 0 V-R R V-R INR 0 V-R T-R STOR 0. VSTIUL 0 R IRLS 0. R OYS 0. ORRIOR 0 OYS 0. IRLS 0. R VSTIUL 0 STOR 0. OYS 0. R VSTIUL 0 IRLS 0. V-R INR 0 STOR 0 R PR- 0 V-R T-R PR- 0 V-R RZWY
TRIAD 41ST ENERGY CONSULTANT: 360 ANALYTICS TH AVENUE NE SEATTLE, WA CONTACT: DAVID REDDY (P) (E)
SYMOLS L.0.0.0 T NORTH WH RWIN TITL RWIN SL.0 LV. '-0" LOOR LVL LV. '-0" STION OR TIL RRN LVTION RRN TIL RRN SPOT LVTION TUM UT MRK RI LIN NTRLIN RVISION LOU N T RRIR R SYMOL TRSH HUT SOIT OV, O UTS OV
C-201 Sheet Bar Measures 1 inch
Janine M. lexander, P.. P.. No. 9, L 0 N. PRK RO, SUIT 0 HOLLYWOO, LORI 0 PHON: (9) - X: (9) 08- No.: 9 I ST SRIPTION Y GT VLVS SHLL RSILINT ST, MNUTUR TO MT OR X TH RQUIRMNTS O WW 09 (LTST RVISION) N
MIXED USE RESIDENTIAL A-0A ARLINGTON, VIRGINIA BALLSTON QUARTER SHEET INDEX ARCHITECT / PLANNER RTKL ASSOCIATES, INC.
LLTON QURTR MIX - U RINTIL TOWR RLINTON OUNTY, VIRINI MJOR MNMNT to IT PLN (#9) - 7/8/0 MJOR MNMNT to IT PLN (#9) - 0/9/0 MJOR MNMNT to IT PLN (#9) - /8/0 MJOR MNMNT to IT PLN #9-0//0 OWNR / VLOPR ORT
COVERSHEET & DRAWING LIST
RWING LIST # ST NM ISSU OR PRMIT ISSU OR TNR. OVRST & RWING LIST. SIT PLN. UNRGROUN PRKING. STRT LVL - NTRN. GROUN LOOR PLN.3 N LOOR PLN.4 3R LOOR PLN.5 4T LOOR PLN.6 5T LOOR PLN.7 ROO PLN.4 STION LOWR
th Street NW th Street NW, Washington, DC
76-70 6th Street 76-70 6th Street, Washington,. orp. ntunovich ssociates exterior view May 6, 0 .O.. ROVL STMS: WLL LEGEN EXISTING TO REMIN NEW ONSTRUTION FLOOR LEGEN SL SL KEY LEGEN G0.0 0-0 JENT UILING
Proc. of the 23rd Intl. Conf. on Parallel Processing, St. Charles, Illinois, August 1994, vol. 3, pp. 227{ Hanan Samet
P. 23 Il. C. Plll P, S. Cl, Ill, 1994, vl. 3,. 227{234 1 DT-PRE SPTI JOI GORITHMS Ek G. Hl y Gy Dv B C W, D.C. 20233 H S C S D C R I v C S Uvy Myl Cll Pk, Myl 20742 { E -lll l j l R-, l,. T l l (.., B
CEDAR ISLAND / KEATON BEACH TAYLOR COUNTY, FLORIDA POST-HURRICANE HERMINE EXAMINATION SURVEY FY16 4-FOOT PROJECT
10 9 8 7 6 5 JUG ISLN R KL H R H R ROSMR LN W W HITTIL R JO MORGN R LRW TR RK R L M PNSOL GUL G O R G I TLLHSS JKSONVILL ORLNO OO TMP TLNTI ON N US rmy orps of ngineers Jacksonville istrict ST ON THIS
29'-5" 10'-0" 14B 5 2'-9" W/D 14'-0" NEW STAIRS NEW 1-1/2 HR. F.P.S.C. LIVING ROOM/KITCHEN 26'-8" 8'-6" CLG. 14B (266 SQ.FT.) 30'-0" NEW ELEVATOR 14B
VILLR CST -7 BT IRON VILLR CST -7 BT IRON -8- SINS TOCCT STINLSS STL -8- SINS TOCCT STINLSS STL SINS TOCCT STINLSS STL -8- '-0" B..I '-0" 9'-" OPN RR YRD VILLR CST -7 BT IRON DISCLIMR NOT '-" 9'-" 8'-"
REBAR W/CAP RAILROAD SPIKE GV. Stair SF ELEVATOR FILL. EL. Lobby E101 LIMITED HEAD HEIGHT C101A. Corridor 1128' - 0" STORAGE
0 K ONSULTNTS ZON OMMRIL H ZON RSIN OI 0 " PV LLY (0'). " PV RR W/P RILRO SPIK X-UT 0 V IL ZON OMMR OI N SI R ON Z ' -0 0 PRLIMINRY ' - " " 0' - 0" ' - " ' - " ' - 0" ' - " ' - " ' - " ' - 0" ' - " ' -
8-3/8" G HANDHOLE C A 1 SUCTION STEEL BASE TABLE OF DIMENSIONS
VORTX SOLIS-NLIN WSTWTR S K OUR " N ONNTIONS OUR " I. OLS OR NOR OLTS -/" STION 0 OUTLIN RWIN TYP VTX- JO: SS-7 T VTX- VORTX (S) OR _PM T _T. T J PPX. N OVRLL L M PLN VIW PPX. P OVRLL 8-/8" P ISR OUPLIN
STRATA PLAN OF LOT ONE, DISTRICT LOT 24505, SIMILKAMEEN DIVISION, YALE DISTRICT, PLAN EPP4206. OSOYOOS LAKE BLOCK REM. PARK D.L.
TRT OF OT O, TRT OT 4, MKM VO, Y TRT, 46 83 TOW OF OOYOO 1 1 4 by 6mm in height size when plotte t sle of 1: V R: & 7 RK ooyoo, OOYOO K TO M OF VOMT WTRM RK RORT R T TR RM OK 76 i : R M R MR V J MH MW
Planning & Zoning Commission
Request Applicant Owner Zoning Location Attachments Subdivision of 50.03 acres of previously unplatted property to create one lot for the construction of a K-6 th Grade Education Village for Dickinson
Beechwood Music Department Staff
Beechwood Music Department Staff MRS SARAH KERSHAW - HEAD OF MUSIC S a ra h K e rs h a w t r a i n e d a t t h e R oy a l We ls h C o l le g e of M u s i c a n d D ra m a w h e re s h e ob t a i n e d
Welcome to the Public Meeting Red Bluff Road from Kirby Boulevard to State Highway 146 Harris County, Texas CSJ No.: December 15, 2016
Welcome to the Public Meeting Red Bluff Road from Kirby Boulevard to State Highway 146 Harris County, Texas CSJ No.: 0912-72-340 December 15, 2016 No formal presentation will be made. Seabrook Intermediate
Printer riendly View Page of 7 2004 M nvoy 4.2L ng Service Manual: SYSTM WIRIN IRMS Print ate: POWR ISTRIUTION ig : Power istribution ircuit ( of 7) R R R TTRY USIL LINK (8 -R) UNROO R TO LOWR (IRM 2 O
ATMOSPHERIC DISTURBANCE MONITOR MAIN CIRCUIT BOARD V5
P VOL TMOSPHRI ISTURN MONITOR MIN IRUIT OR V5 R 70K IN 0mH 0pF OLLTOR OUT TST.00mF IN 70K mh Q R 0pF OLOR O: R 0mF N9 TRIM N9 K9. SI LIHTNIN TTOR (-) to (+) Pulse Out 5 00mF (+) to (-) Pulse Out 0R *R
G-001 CHATHAM HARBOR AUNT LYDIA'S COVE CHATHAM ATLANTIC OCEAN INDEX OF NAVIGATION AIDS GENERAL NOTES: GENERAL PLAN A6 SCALE: 1" = 500' CANADA
TR ISL ROR UST 8 O. R-2,4-3 R-4 IX O VITIO IS STT PL ORPI OORITS POSITIO 27698 4-39'-" 88 69-6'-4."W 278248 4-4'-" 8968 69-6'-4"W 27973 4-4'-2" 88 69-6'-"W W MPSIR OOR UUST PORTL MI OR 27 8-OOT OR L -
STAND OUT IN THE SHUFFLE
T OUT T U ougal eppe + dougal.jeppe@colliers.com Robert atterson + robert.patterson@colliers.com . Orleans hicago olliers nternational tepping n orth Orleans is being fully renovated into a oneof-a-kind,,000-square-foot,
ADDENDUM. The following addendum becomes a part of the above referenced bid. All other terms and conditions remain in effect, unchanged.
RVIS MYRN irector of dministration OUNY O N PRMN O MINISRION PURSIN IVISION Room 4 ity-ounty uilding Martin Luther King Jr. lvd. Madison, WI -4 /-4 X /-44 /-494 RLS IKLIN ontroller NUM : September 4, ROM:
Platform Controls. 1-1 Joystick Controllers. Boom Up/Down Controller Adjustments
Ston 7 - Rpr Prours Srv Mnul - Son Eton Pltorm Controls 1-1 Joystk Controllrs Mntnn oystk ontrollrs t t propr sttns s ssntl to s mn oprton. Evry oystk ontrollr soul oprt smootly n prov proportonl sp ontrol
NOW OR FORMERLY MAP 55 LOT 5-A BURLINGTON REF: NOW OR FORMERLY NOW OR FORMERLY TOWN OF BURLINGTON BOOK PAGE 83 STRUCTURE NO RIM OR COVER
LOUS F: ON R INGT LX 8 LOT : RF TON T LING BUR LO Y RL OR OR F HO NOW HUL G 7 DO 6 K 7 BOO : RF TON T ING LX 8 LO RF: GTON LXIN LOT 6 8 LY R N FOR INGTO OR RL NOW OF BU G 8 N 9 W TO K 8 BOO 0 N6 '. 8 '
http://www.prodemand.com/print/index?content=tabs&module=true&tab=true&terms=tr... Page of //0 Service anual: SYST WIRING IGRS - G00 IR ONITIONING 0 hevrolet xpress.l ng G00 ig : anual / ircuit, argo Van
SPXTIN : Fresh Concrete Floor Adapter
0 SPXTIN00-0: resh oncrete loor dapter eight Safety Lifting Load ontrol Safety Management TNIL T SpanSet ustralia Ltd Pullman Place mu Plains NSW 0 ustralia Telephone + 9 ax + 0 -mail sales@spanset.com.au
Lynn Chu Classroom. LL 020 Movement Lab
' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - " ' - ". 7.7 0' - 0" 0' - 0" ' - ".. ' - 0" ' - 0" P 0 IRTOR 0 0 S S Lower Level RO STUY PS R IRTOR 0 0 S R LLO 0 S L RPI PROTOTYPIN 0 S S - -0 ORKSTTIONS
FOR SALE T H S T E., P R I N C E AL BER T SK
FOR SALE 1 50 1 1 5 T H S T E., P R I N C E AL BER T SK CHECK OUT THIS PROPERTY ON YOUTUBE: LIVINGSKY CONDOS TOUR W W W. LIV IN G S K YC O N D O S. C A Th e re is ou tstan d in g val ue in these 52 re
KEYNOTES: SEE CHART CONTINUOUS APOXY SEALANT ALL AROUND LOOSE STRAP MASONARY ANCHOR STEEL FRAME GROUTED SOLID 7 5/8" SEE FRAME ELEVATION
KYNOTS:. " MSH, 9 GUG HINLIK RI.. TOP RIL. -/8" IMTR.. MI RIL. -/8" IMTR. ewberry rchitects Inc.. OTTOM RIL. -/8" IMTR.. () ROWS ONTINUOUS R WIR LONG OUTRIGGRS.. GROUNING RO N ONUTOR. S SPIITIONS.. 0"
Prospective Bidders. Wold Architects and Engineers
NUM Page of 2 To: rom: Prospective idders Wold rchitects and ngineers ate: pril 27, 206 omm. No: 63025 Subject: ddendum No. for idding ocuments for the Masonry and lashing Repairs at: Huntley High School,
HOTEL KANATA 160 HEARST WAY KANATA, ONTARIO SERVICING REPORT. Prepared for: David Johnston Architect. Prepared By:
HOTEL KANATA 160 HEARST WAY KANATA, ONTARIO SERVICING REPORT Prepared for: David Johnston Architect Prepared By: BaseTech Consulting Inc. 309 Roywood Crescent Newmarket, Ontario L3Y 1A6 BCI Project No.
River Team The Engineering School of Riverbank University. A: JOSEFINE KOPPEN Bauhaus-Universität Weimar E: XIAOYU LIU Stanford, CA
River Team 2009 The ngineering School of Riverbank University : JOSIN KOPPN Bauhaus-Universität Weimar : XIOYU LIU Stanford, J BRUNTON Wisconsin Madison YURIY MIKHLVSKIY Stanford, :JING BIN Stanford, MTT
RAMS C, 16 GA SLITTER 23
RMS - 0-, G SLITTR N/ LLS /0/0 SSL UTION LL SRIL No. TG 0 S SHT OR UPPR SSMLY "M IN US" LL S SHT OR KGG SSMLY 0 ITM NO. PRT NUMR SRIPTION QTY. 00X/ " I X /" OR PULLY N/ L-0 V-LT K OR GRIP N/ POWR OR SL-0
Zoning Ordinance. Requirements Used Districts R1 R2 R2.6 R3 R4 R5 B1 B2 B3 B4 M1 M2 RH Density Low Low Med Med High High Gen Local CBD Local LT Hvy Ag
The ordinance shall be known as the Zoning Ordinance of Wetumpka, Alabama, and the map herein referred to as the Zoning Map of Wetumpka, Alabama. The map and all explanatory matter thereon are hereby adopted
A L A BA M A L A W R E V IE W
A L A BA M A L A W R E V IE W Volume 52 Fall 2000 Number 1 B E F O R E D I S A B I L I T Y C I V I L R I G HT S : C I V I L W A R P E N S I O N S A N D TH E P O L I T I C S O F D I S A B I L I T Y I N
Page of 5 Service Manual: SYSTM WIRIN IRMS POWR ISTRIUTI 003 hevrolet Monte arlo 3.8L ng SS ig : Power istribution ircuit ( of 5) USIL (0 -RUST) USIL (6 -LK) (W/NTI-LOK RKS SYSTM) USIL (8 -LU) STRTR MOR
4.1 Interval Scheduling. Chapter 4. Greedy Algorithms. Interval Scheduling: Greedy Algorithms. Interval Scheduling. Interval scheduling.
Cptr 4 4 Intrvl Suln Gry Alortms Sls y Kvn Wyn Copyrt 005 Prson-Ason Wsly All rts rsrv Intrvl Suln Intrvl Suln: Gry Alortms Intrvl suln! Jo strts t s n nss t! Two os omptl ty on't ovrlp! Gol: n mxmum sust
Math 166 Week in Review 2 Sections 1.1b, 1.2, 1.3, & 1.4
Mt 166 WIR, Sprin 2012, Bnjmin urisp Mt 166 Wk in Rviw 2 Stions 1.1, 1.2, 1.3, & 1.4 1. S t pproprit rions in Vnn irm tt orrspon to o t ollowin sts. () (B ) B () ( ) B B () (B ) B 1 Mt 166 WIR, Sprin 2012,
City National Civic. Venues. Fast Facts. Venue Synopsis. 135 West San Carlos Street, San Jose, CA SAN-JOSE
Venues West San arlos Street, San ose, 00-S-S www.sanjosetheaters.org ast acts ocated across the street from the San ose onvention enter,0 maximum reserved seating capacity, with flexible seating configuration,
STORMWATER REPORT FRITO LAY SUBDIVISION NO. 3
STORMWATER REPORT FRITO LAY SUBDIVISION NO. 3 May 2018 STORMWATER REPORT I. Subdivision Data a. The parcel is adjacent to the existing Frito Lay property in Topeka; and the subject plat application encompasses
c. What is the average rate of change of f on the interval [, ]? Answer: d. What is a local minimum value of f? Answer: 5 e. On what interval(s) is f
![c. What is the average rate of change of f on the interval [, ]? Answer: d. What is a local minimum value of f? Answer: 5 e. On what interval(s) is f](/thumbs/87/95703678.jpg "c. What is the average rate of change of f on the interval [, ]? Answer: d. What is a local minimum value of f? Answer: 5 e. On what interval(s) is f")
Essential Skills Chapter f ( x + h) f ( x ). Simplifying the difference quotient Section. h f ( x + h) f ( x ) Example: For f ( x) = 4x 4 x, find and simplify completely. h Answer: 4 8x 4 h. Finding the
CITY OF PORTLAND, TEXAS SERVICE PLAN FOR ANNEXATION AREA
CITY OF PORTLAND, TEXAS SERVICE PLAN FOR ANNEXATION AREA Location and Acreage Approximately 1,863 acres of land in San Patricio County, located in the ETJ northwest of the existing City Limits. Metes and
d e c b a d c b a d e c b a a c a d c c e b
FLAT PEYOTE STITCH Bin y mkin stoppr -- sw trou n pull it lon t tr until it is out 6 rom t n. Sw trou t in witout splittin t tr. You soul l to sli it up n own t tr ut it will sty in pl wn lt lon. Evn-Count
osnova 804 Braxton Court A0.1 architecture 101 S BRENT AVE ST LOUIS, MO ARKO GROUP Single Family Residence COVER SHEET PCDC
808 RXTON 80 RXTON 800 RXTON 0 S RNT V ST LOUIS, MO 6 66. 6. 787 odes & Permits: ll work shall be done in accordance with all applicable codes, ordinances, state and federal codes. Notify architect immediately
F102 1/4 AMP +240 VDC SEE FIGURE 5-14 FILAMENT AND OVEN CKTS BLU J811 BREAK-IN TB103 TO S103 TRANSMITTER ASSOCIATED CAL OFF FUNCTION NOTE 2 STANDBY
OWR OR F0 M NOT S0 RT OF FUNTI FL0 T0 OWR SULY SUSSIS T0 T0 WIR FOR 0 V OWR SULY SUSSIS T0 WIR FOR V 0 0 RT V0 RT V0. V RT V0 RT V0 NOT. V. V NOT +0 V 0 +0 V. V 0 FUNTI NOT L +0 V S FIUR - FILMNT N OVN
Danger of electrical shock, burns or death.
anger of electrical shock, burns or death. lways remove all power sources before a emp ng any repair, service or diagnos c work. Power can be present from shore power, generator, inverter or ba ery. ll
PONDEROSA. June 4, Troy Fujimoto Senior Planner City of Pleasant Hill 100 Gregory Lane Pleasant Hill, CA
Attachment B PONDEROSA June 4, 2018 Troy Fujimoto Senior Planner City of Pleasant Hill 100 Gregory Lane Pleasant Hill, CA 94523. H 0 M ES Re: Reliez Terrace ARC Study Session Submittal Dear Troy, Ponderosa
A Unique Building For the Discerning Client P O S T ROA D E A S T W E S T P O R T, C O N N E C T I C U T
A Unique Building For the Discerning Client 1 0 3 2 P O S T ROA D E A S T W E S T P O R T, C O N N E C T I C U T 1032 Post Road East Westport represents a unique opportunity to acquire or lease a brand
SHEET INDEX OVERALL SITE PLAN SITE PLAN / LANDSCAPE PLAN EXISTING SITE AND DEMOLITION PLAN UTILITY PLAN GRADING PLAN FIRE DEPARTMENT ACCESS PLAN
+LOOGOH 6KRSSLQJ &HQWHU 3KVH 1 0LGYOH %OYG 0GLVRQ :, SHT IN L100 L101 200 300 & 400 & 500 / 700 / 701 / 6' FP100 6' 001 6 101 6 200 6 901 $ 902 $ 903 $ 904 905 $ 906 )3 (6 S001 (6 S002 OVRLL SIT PLN SIT
DESIGN DEVELOPMENT PRELIMINARY - NOT FOR CONSTRUCTION THE LANDING AT WILLIAMSBURG. Phase 1 - October January 2019 A00.11
SIGN VLOPMNT RHITT Omaha, N. 0 FOO SRVI PLNNING SIGN phrata, P 75 Thompson reessen & orner, Inc. 0 Old Mill Rd Omaha, N 5 (0) 0-0 Phone INTRIORS Omaha, N. 0 Phase Renovation - October 7 - Jan ntry Replacement
Problem 1. Solution: = show that for a constant number of particles: c and V. a) Using the definitions of P
rol. Using t dfinitions of nd nd t first lw of trodynis nd t driv t gnrl rltion: wr nd r t sifi t itis t onstnt rssur nd volu rstivly nd nd r t intrnl nrgy nd volu of ol. first lw rlts d dq d t onstnt
OH BOY! Story. N a r r a t iv e a n d o bj e c t s th ea t e r Fo r a l l a g e s, fr o m th e a ge of 9
OH BOY! O h Boy!, was or igin a lly cr eat ed in F r en ch an d was a m a jor s u cc ess on t h e Fr en ch st a ge f or young au di enc es. It h a s b een s een by ap pr ox i ma t ely 175,000 sp ect at
7 ACM FOR FRAME 2SET 6 FRAME 2SET 5 ACM FOR MAIN FRAME 2SET 4 MAIN FRAME 2SET 3 POLE ASSLY 1 2 CROWN STRUCTURE ASSLY 1 1 CROWN ASSLY 1
7 M OR RM 2ST 6 RM 2ST 5 M OR MIN RM 2ST 4 MIN RM 2ST 3 POL SSLY 1 2 ROWN STRUTUR SSLY 1 1 ROWN SSLY 1 SR.NO. SRIPTION QTY. a LL IMNSIONS R IN mm I N MT Pi IOLMI 1'NTION LT. Tm: XPLO VIW OR POL MOUNT MLM
AA TM 3200 Thermal Sliding Doors
JNURY, 1-1 TM 30 Thermal Sliding oors FTURS 1 Features TM 30HP (High Performance) meets: M / WM / S 1 / I.S.2 / 0-0 W-PG-S TM 30IR (Hurricane Resistant) meets: STM 1/ 1, FLORI UILING O (F) TS 1/3 Small
ZONING. 195 Attachment 1
ZONING 195 Attachment 1 Use Regulation Schedule Town of Chelmsford [Amended 10-16-2000 ATM by Art. 20; 5-3-2001 ATM by Art. 17; 10-15-2001 ATM by Art. 22; 4-29-2002 ATM by Art. 22; 10-24-2002 ATM by Art.
600 Billy Smith Road, Athens, VT
600 Billy Smith Road, Athens, VT Curtis Trousdale, Owner, Broker, Realtor Cell: 802-233-5589 curtis@preferredpropertiesvt.com 2004 Williston Road, South Burlington VT 05403 www.preferredpropertiesvt.com
LIVESTOCK & AGRICULTURE
LIVSTOK & AGRIULTUR GRAD 4 SIN GO WITH TH FLOW: PRODURS & ONSUMRS AT TH FAIR LIVSTOK & TAHR G F SIN AGRIULTUR G W Flw P & F I l wll: **U wl y F. **Iy w. ** wb y v F. y y l v Hv y w w v w l y w y y Dv y?
2004 Lexus LS 430 V8-4.3L (3UZ-FE) Vehicle > Powertrain Management > Diagrams > Electrical - Interactive Color (Non OE) Engine Controls - Page 1 of 7
//0 Engine ontrols (Powertrain Management) - LLDT 00 Lexus LS 0 V-.L (UZ-E) Vehicle > Powertrain Management > Diagrams > Electrical - Interactive olor (Non OE) Engine ontrols - Page of https://my.alldata.com/repair/#/repair/article/0/component//itype//nonstandard/00
D. B. G R A Y E N G I N E E R I N G I N C.
STORMWATER MANAGEMENT REPORT 948 Hunt lub Road Ottawa, Ontario Report No. 12020-SWM August 27, 2012 Revised April 21, 2014 Revised December 9, 2014 Revised April 14, 2015 D. B. G R A Y E N G I N E E R
ABBREVIATIONS NOTE: ALL SYMBOLS AND ABBREVIATIONS ARE SUBJECT TO MODIFICATIONS ON OTHER DRAWINGS.
PIPIN SYMOLS OUL LIN SINL LIN PLUMIN N IR SUPPRSSION PIPIN SINTIONS VL N ITTINS PLN VIW TIL VIW RVITIONS PROJT (PPLIL TO LL STS) IR SUPPRSSION SYMOLS OUL LIN SINL LIN SPILTY S SYMOLS NRL LOOR PLN TS T:
FOR LEASE CABRILLO COMMERCE CENTER MAGNATRON BLVD. & KEARNY MESA RD. SAN DIEGO, CALIFORNIA HARSCH INVESTMENT PROPERTIES
OR RO OR NTR - 5595 NTRON V. & - RNY R. N O, ORN 92111 RNT R ic: 01773573 RYN RN ic: 01907048 RY R, OR ic: 01313484 4350 a olla Village rive an iego, 92122 858 630 6320 R NVTNT RORT OR RO OR NTR - 5595
SWAGELOK BRISTOL SOPFAB SOPFAB04-AR-271A/B SAMPLE TO ANALYSER SURPLUS TUBE CUTBACK TO SUIT AIR IN CAL 1 FLARE CAL 2 STEAM IN AIR IN
00 0 SMPL TO NLYSR LR STM IN SURPLUS TU UTK TO SUIT IR IN L L IR IN 0 n TYP. 0 00 STM ONNST ST LOOP ST LOOP SRUR RIN TR RIN RVISION ISTORY RV T SRIPTION PPROV V0 /0/0 INITIL RLS K RIN V0 0/0/0 UPT K RIN
VISUALIZATIONS PROJECT CONFIRMATION. Client:... Signature:... Date:... L. Baranauskas VISUALIZATIONS 1:100 A-3. S. Laumakiene. K.
PROJT ONFIRMTION lient:... VISULIZTIONS ate:... ITION ONTRTOR Massive Wood onstruction S USTOMR UILING SIT RTIFIT NO. GSPublisherngine.0.00. POSITION NM,SURNM SIGNTUR T ONSTRUTOR L. aranauskas 0 0 0 RHITT
In which direction do compass needles always align? Why?
AQA Trloy Unt 6.7 Mntsm n Eltromntsm - Hr 1 Complt t p ll: Mnt or s typ o or n t s stronst t t o t mnt. Tr r two typs o mnt pol: n. Wrt wt woul ppn twn t pols n o t mnt ntrtons low: Drw t mnt l lns on
STRUCTURAL GENERAL NOTES
UILIN OS: SIN LOS: RUTURL NRL NOTS NRL NOTS: US ROUP: - SSMLY USS INTN OR PRTIIPTION IN OR VIWIN OUTOOR TIVITIS PR MIIN UILIN O STION. SSONL. T UNTION O TIS ILITY IS NOT OR QUIPP OR OUPNY URIN WINTR/ TIN
COPPER RANCH SKETCH PLAN
SHEET INDEX VICINITY MAP CONTACTS: THE TOWN OF ERIE LAND SUMMARY CHART TYPE AREA (AC.) % OF TOTAL AREA PARKS AND OPEN SPACE SUMMARY (RESIDENTIAL ONLY - 13.5 ACRES/216 UNITS) REQUIRED (ACRES) PROVIDED (ACRES)
Dave & Robin Davalos New Residence 20 Golden Eagle Drive Republic, WA 99166
S www.reenstructuresw.com X 640 SLM, 97304 H# 503.5.2029 FX# 503.339.9570 V: S LS opyright reen Structures W 203 S 07/30/203 - SW SZ & H H W : V HLMS V & VLS 20 L L UL, W 9966 S Supplier and nstallation:
L.3922 M.C. L.3922 M.C. L.2996 M.C. L.3909 M.C. L.5632 M.C. L M.C. L.5632 M.C. L M.C. DRIVE STAR NORTH STAR NORTH NORTH DRIVE
N URY T NORTON PROV N RRONOUS NORTON NVRTNTY PROV. SPY S NY TY OR UT T TY RY OS NOT URNT T S TT T NORTON PROV S ORRT, NSR S POSS, VRY ORT S N ON N T S T TY RY. TS NORTON S N OP RO RORS RT SU "" YW No.
A new ThermicSol product
A new ThermicSol product Double-Faced Thermo-Electric Solar-Panel TD/PV & Solar Tracker & Rotation Device An EU-patent protected product TP4-referens.pdf D o y o u w a n t to c o n v e rt it i n to G re
December 16, Mr. Lee Hughes Southwest Florida Water Management District Tampa Service Office 7601 Highway 301 North Tampa, FL 33637
December 16, 2015 Mr. Lee Hughes Southwest Florida Water Management District Tampa Service Office 7601 Highway 301 North Tampa, FL 33637 RE: Response to SWFWMD Supplemental Information Request Dear Mr.
MILLS COUNTY, IOWA FARMLAND FOR SALE PRICE REDUCED
MILLS COUNTY, IOWA FARMLAND FOR SALE PRICE REDUCED Owners: Riverdale Farm Corp. Acres: 302.59 Legal Description: Location: Description: See Attached From I-29/Highway 370 exit, 1 ¾ Miles west on Highway
Care Cliner Parts List 1 2 3
Page of 7 0500 STR, STL 5" TOTL LOK VRSION, 00550 STR, NYLON 5" TOTL LOK (NO LONGR VILL),, 00560 STR, NYLON 5" IRTNL LOK (NO LONGR VILL) 00560K OSOLT IRTIONL STR RPLMNT KIT VRSION 00575 STR, NYLON 5" TOTL
A100 ARCH 3610 ADV. DETAIL STUDIO ISOMETRICS. 6 Date Drawn by. Author Checked by. Checker. No.
No. escription ate RH 0 V. TIL STUIO ISOMTRIS ate 0.08. rawn by hecked by 00 hecker 5/5/0 :5:0 PM 0 ' - 0 /" ' - 0 /" 9' - /" 7' - 9 5/" 7' - 9 5/" 0 0 ' - 0" ' - 0 /" ' - 0 /" 7' - 0 /" 0a 05 7' - 0 /"
NO T FO R C O NSTRUCTIO N
WPS's USD S SIT N '' SHT 4 OF NYON MDOWS DRIV NYON MDOWS DR S.. S SIT N 'F' SHT 5 OF STRT S.. FISH RK PROVINIL PRK S SIT N 'D' SHT OF OW OTTOM TRIL S.. S SIT N '' OW OTTOM TRIL (HWY. 4) NO T FO R O NSTRUTIO
For Sale on Bids. Open House By Appointment
For Sale on Bids Written Bid Deadline: Friday, September 7, by 12:00 P.M. Noon 52+/- Acres & Storage Facility Grand Forks, ND Property Location: Conveniently located off Interstate 29 and North Washington
A302 A302 A201 A111D A111A VESTIBULE STUDENT LOBBY 300 GENERAL CLASSROOM CORRIDOR CORRIDOR 403 CAREER COUNSELOR 302B FEC OFFICE RECEPTION
9//0 :06:57 PM PRINT: U T S R Q P N M L K 0 0 0 5 6 N LTRIL 0 ILY 0 STUNT LOY 00 LOING OK 0 ILY 0 ILY 0 00 08 PROGRMMING 0 VN MNUTURING / WLING 0 0 5 5 GRINING 0 TSTING NTR 0 6 6 TOOLING 0 7 ' - 0" 7'
WIR OLOR O: K - LK R - ROWN - RK LU G - RK GRN GY - GRY L - LIGHT LU LG - LIGHT GRN OR - ORNG PK - PINK R - R YL - YLLOW VT - VIO WT - WHIT NOTS: ) LL ONNTORS R SHOWN IN TH LO POSITION. ) SPIL USTOMR OPTIONS