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HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/29/2022CODE INFORMATION ARCHITECTURAL 2019 OREGON STRUCTURAL SPECIALTY LODE ELECTRICAL: 2011 OREGON ELECTRICAL LODE 2019 OREGON ZERO ENERGY READY COMMERCIAL LODE BUILDING CONSTRUCTION TYPE: IIB (NON-COMBUSTIBLE UNPROTECTED) BUILDING USE GROUP: (B) BUSINESS NUMBER OF STORIES: (1) ONE FIRE PROTECTION: NON-SPRINKLERED ACCESSIBILITY: PLANS COMPLY WITH ILL Al 17.1-2009 TOTAL BUILDING GROSS AREA = 1,428 S.F. GENERAL NOTES I. GL TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY PROJECT MANAGER OF ANY DISCREPANCIES IMMEDIATELY. 2. GL IS RESPONSIBLE FOR COORDINATION OF SCHEDULE, DELIVERY, AND INSTALLATION OF ALL VENDOR -PROVIDED ITEMS. GL IS ADDITIONALLY RESPONSIBLE FOR COORDINATING ALL PLAN REVIEW WITH ANY AND ALL VENDORS. 3. GL SHALL ENSURE THAT ALL WASTE, BOTH HAZARDOUS AND NON -HAZARDOUS, IS DISPOSED OF AND/OR RECYCLED IN ACCORDANCE WITH ALL LODES AND ORDINANCES, INCLUDING LOCAL, STATE, AND NATIONAL LAWS AND REGULATIONS. PARKING CALCULATIONS BUILDING SF AREA WITHIN PROPERTY: APPROX. 96,021 SF PARKING COUNT RATIO: I SPACE PER 300 SF PARKING SPACES REQUIRED: 321 PARKING SPACES PARKING PROVIDED: 350 PARKING SPACES (INCLUDES 9 ADA SPACES) SPACES BEING REMOVED FOR ATM: 9 PARKING SPACES REMAINING: 341>321 (EMPLOYEE SPACES BEHIND THE BUILDING ARE NOT INCLUDED IN THE CALCULATIONS) PHASE SIGNATURE CANOPY AND DRIVE -UP ATM PIONEER PARKWAY AND Q STREET CONTACT INFORMATION DESIGNER: ALIGNED STUDIO, LLL 13100 MANCHESTER ROAD, SUITE 225 ST. LOUIS, MISSOURI 63131 3 14.3 17.0060 CONTACT: RANDY WINZEN OR MILKI WEHMEIER randy@aligned-studio.com micki@aligned-studio.com ELECTRICAL ENGINEER: HENDERSON ENGINEERING 8311 WEST SUNSET ROAD, SUITE 240 LAS VEGAS, NEVADA 102.635.3501 CONTACT: MICHAEL BRANSON michael.branson@hendersonengineers.com GENERAL CONTRACTOR: GOLDEN SANDS GENERAL CONTRACTORS 12200 N STEMMONS FRWY #305 DALLAS, TEXAS 15234 919.398.0314 CONTACT: PABLO LHAVEZ pablo.chavu@goldensandsgc.com SYMBOLS SPRINGFIELD, OR 91411 DRAWING INDEX WALL MOUNTED UNIPLEX OUTLET FLOOR MOUNTED UNIPLEX OUTLET FLOOR MOUNTED VOILE/DATA JACK EXIT SIGN/EMERGENCY LIGHT WALL MOUNTED DUPLEX OUTLETFLOOR MOUNTED DUPLEX OUTLET FLOOR MOUNTED CABLE JACK WALL SCONCE FIXTURE CEILING FAN WALL MOUNTED QUADPLEX OUTLET FLOOR MOUNTED QUADPLEX OUTLET L JJ CEILING MOUNTED JUNCTION BOX PENDANT LIGHT FIXTURE W.M. DEDICATED UNIPLEX OUTLET )---- UTILITY LIGHT W.M. DEDICATED DUPLEX OUTLET ❑� F.M. DEDICATED UNIPLEX OUTLET © POWER POLE SURFACE MOUNTED FIXTURE (S) EXHAUST FAN W.M. DEDICATED QUADPLEX OUTLET 10 F.M. DEDICATED DUPLEX OUTLET OS SPEAKER V VACUUM PORT OJ WALL MOUNTED JUNCTION BOX FLOOR MOUNTED DEDICATED QUADPLEX O RECESSED DOWNLIGHT O 0 OUTLET TO THERMOSTAT WALL MOUNTED PHONE JACKFLUORESCENT FIXTURE $ LIGHT SWITCH FLOOR MOUNTED JUNCTION BOX SD SMOKE DETECTOR WALL MOUNTED VOILE / DATA JACK 1-4 ® LIGHT/EXHAUST COMBO $ 3 WAY LIGHT SWITCH O WALL MOUNTED CABLE JACK � FLOOR MOUNTED PHONE JACK ® CARBON MONOXIDE DETECTOR i INDICATES AL TIVE LEAF EXISTING DOOR TO BE DEMOLISHED EXISTING DOOR NEW DOOR O KEYED NOTE Ax AEVISION NUMBER Px PARTITION TYPE DETAIL SYMBOL DETAIL NUMBER x SHEET LOCATION 2 ELEVATION SYMBOL t a.otj�ELEVATION NUMBER ABC SHEET LOCATION EXISTING PARTIAL HEIGHT WALL NEW PARTIAL HEIGHT WALL EXISTING WALL TO BE REMOVED EXISTING WALL NEW PAIR OF DOORS NEW WALL Fx_Txl FINISH SYMBOL <= EQUIPMENT SYMBOL O FINISH SYSTEM SYMBOL RECEPTION ROOM SYMBOL DOOR SYMBOL AREA �AOOM NAME ��DOOR TYPE 0o ROOM NUMBER x HARDWARE GROUP \ /y _COLUMN SYMBOL x -x" CEILING HEIGHT c.T CEILING MATERIAL VICINITY MAP ®Northwest Home w.nahinge 9 at Olsson lndustnal Elstnc �O A O Starouc„(='t q O iTlm \YnMow'lotin -f 'o Pail atE crald VHllage 4 5 sMod,loono+ © •The UPSStoTe QPlg,reei 9o"I'll Sosn' Meinda w 11-1 walgrea +sQ Ja V nu BOM a a - P 22a v,QSt O Wa S+ QSt [<i_, QEl -- ^spltal I� Wccda flol StvmcentdenaW- 1 p1 EageneiSpdngfied 031reet Thrift Store _ � � �A1 �t� \w.000wortioy min+<w. SAI ti St\_ _ — wEanr.� S 0700 gle'!� CHASE! i ATM RENDERING PROJECT DESCRIPTION DRIVE -UP AUTOMATIC TELLER MACHINE WITH CHASE SIGNATURE CANOPY DESIGN AND ASSOCIATED DRIVE LANE, PAVEMENT STRIPING AND LIGHT STANDARD. Digitally signed by Richard H Swears DN: CN=Rbhard 1111, Richard H Sweerso_.Ess, kt1510000000t]9Fn9C Date: 2022.03.23 09:1020-05'00' KEY PLAN 13100 MANCHESTER SUITE 225 ST. LOUIS, NO 63131 314.317.0060 IN ASSOCIATION WITH THE ARCHITECT: R H SWEERS 11, PROPRIETOR AN SWEERS ARCHITECT REVISIONS 03.73.77 REVISION I Al L - CHASE oLp GOLDEN SANDS GENERAL CONTRACTORS MEG d � a ARCHITECTURAL = Q = Q = Q = Q = Q = Q A0.00 TITLE SHEET x x x x x x A1.02 SITE DEMOLITION PLAN x x x x x x A2.01 ENLARGED SITE PLAN x x x x x x A4.01 ENLARGED PLAN, ELEVATIONS, AND SECTIONS x x x x x x ELECTRICAL O � o E1.0 SYMBOLS LIST AND GENERAL NOTES Z x x x Q E2.0 PHOTOMETRICS PLAN x x x E3.0 SITE PLAN N . A x x x E3.1 RISER DIAGRAMS x x x in.. E4.0 ENERGY COMPLIANCE m x x x w E5.0 ELECTRICAL SPECIFICATIONS z Z x x x E6.0 ELECTRICAL SPECIFICATIONS x x x WALL MOUNTED UNIPLEX OUTLET FLOOR MOUNTED UNIPLEX OUTLET FLOOR MOUNTED VOILE/DATA JACK EXIT SIGN/EMERGENCY LIGHT WALL MOUNTED DUPLEX OUTLETFLOOR MOUNTED DUPLEX OUTLET FLOOR MOUNTED CABLE JACK WALL SCONCE FIXTURE CEILING FAN WALL MOUNTED QUADPLEX OUTLET FLOOR MOUNTED QUADPLEX OUTLET L JJ CEILING MOUNTED JUNCTION BOX PENDANT LIGHT FIXTURE W.M. DEDICATED UNIPLEX OUTLET )---- UTILITY LIGHT W.M. DEDICATED DUPLEX OUTLET ❑� F.M. DEDICATED UNIPLEX OUTLET © POWER POLE SURFACE MOUNTED FIXTURE (S) EXHAUST FAN W.M. DEDICATED QUADPLEX OUTLET 10 F.M. DEDICATED DUPLEX OUTLET OS SPEAKER V VACUUM PORT OJ WALL MOUNTED JUNCTION BOX FLOOR MOUNTED DEDICATED QUADPLEX O RECESSED DOWNLIGHT O 0 OUTLET TO THERMOSTAT WALL MOUNTED PHONE JACKFLUORESCENT FIXTURE $ LIGHT SWITCH FLOOR MOUNTED JUNCTION BOX SD SMOKE DETECTOR WALL MOUNTED VOILE / DATA JACK 1-4 ® LIGHT/EXHAUST COMBO $ 3 WAY LIGHT SWITCH O WALL MOUNTED CABLE JACK � FLOOR MOUNTED PHONE JACK ® CARBON MONOXIDE DETECTOR i INDICATES AL TIVE LEAF EXISTING DOOR TO BE DEMOLISHED EXISTING DOOR NEW DOOR O KEYED NOTE Ax AEVISION NUMBER Px PARTITION TYPE DETAIL SYMBOL DETAIL NUMBER x SHEET LOCATION 2 ELEVATION SYMBOL t a.otj�ELEVATION NUMBER ABC SHEET LOCATION EXISTING PARTIAL HEIGHT WALL NEW PARTIAL HEIGHT WALL EXISTING WALL TO BE REMOVED EXISTING WALL NEW PAIR OF DOORS NEW WALL Fx_Txl FINISH SYMBOL <= EQUIPMENT SYMBOL O FINISH SYSTEM SYMBOL RECEPTION ROOM SYMBOL DOOR SYMBOL AREA �AOOM NAME ��DOOR TYPE 0o ROOM NUMBER x HARDWARE GROUP \ /y _COLUMN SYMBOL x -x" CEILING HEIGHT c.T CEILING MATERIAL VICINITY MAP ®Northwest Home w.nahinge 9 at Olsson lndustnal Elstnc �O A O Starouc„(='t q O iTlm \YnMow'lotin -f 'o Pail atE crald VHllage 4 5 sMod,loono+ © •The UPSStoTe QPlg,reei 9o"I'll Sosn' Meinda w 11-1 walgrea +sQ Ja V nu BOM a a - P 22a v,QSt O Wa S+ QSt [<i_, QEl -- ^spltal I� Wccda flol StvmcentdenaW- 1 p1 EageneiSpdngfied 031reet Thrift Store _ � � �A1 �t� \w.000wortioy min+<w. SAI ti St\_ _ — wEanr.� S 0700 gle'!� CHASE! i ATM RENDERING PROJECT DESCRIPTION DRIVE -UP AUTOMATIC TELLER MACHINE WITH CHASE SIGNATURE CANOPY DESIGN AND ASSOCIATED DRIVE LANE, PAVEMENT STRIPING AND LIGHT STANDARD. Digitally signed by Richard H Swears DN: CN=Rbhard 1111, Richard H Sweerso_.Ess, kt1510000000t]9Fn9C Date: 2022.03.23 09:1020-05'00' KEY PLAN 13100 MANCHESTER SUITE 225 ST. LOUIS, NO 63131 314.317.0060 IN ASSOCIATION WITH THE ARCHITECT: R H SWEERS 11, PROPRIETOR AN SWEERS ARCHITECT REVISIONS 03.73.77 REVISION I Al L - CHASE oLp GOLDEN SANDS GENERAL CONTRACTORS TIS DRAWING HAS BEEN PREPARED UNDER MY SUPELVISIOH AND I DISCLAIM RESPONSIBLITY FOR EXISTING BUILOIXG, (OBSTRUCTION, OR SITE CONOIIIONSIIMPRDVEMENIS, OR ANY DOCUMENTS WHICH DO NOT BEAR MT SIGNATURE AND SEAL. DO NO1 [ON1A[1 TNF ARCHITECT FOR BIDDING INTORMATIOX OA 6UFBTIONS, AS THE ARCHITECT IS NOT INVOLVED IN BIDDING. SIGNED 03/23/2022 DRAWN BY: RLW REVIEWED BY: RHS CONTACT: RANDY WINZEN randy@ aligned-studio.com MILKI WEHMEIER micki@aligned-studio.com TITLE SHEET JOB NO. 2139.1 AO L.00 1 OF 4 DATE: 12.10.21 W W a� w O � o Z Z o Q Q N . A � � 3 in.. m o QMACx = w z Z W m (7 E o o_ W W W ”' 3 G Z a Q G � w w v Q o a s TIS DRAWING HAS BEEN PREPARED UNDER MY SUPELVISIOH AND I DISCLAIM RESPONSIBLITY FOR EXISTING BUILOIXG, (OBSTRUCTION, OR SITE CONOIIIONSIIMPRDVEMENIS, OR ANY DOCUMENTS WHICH DO NOT BEAR MT SIGNATURE AND SEAL. DO NO1 [ON1A[1 TNF ARCHITECT FOR BIDDING INTORMATIOX OA 6UFBTIONS, AS THE ARCHITECT IS NOT INVOLVED IN BIDDING. SIGNED 03/23/2022 DRAWN BY: RLW REVIEWED BY: RHS CONTACT: RANDY WINZEN randy@ aligned-studio.com MILKI WEHMEIER micki@aligned-studio.com TITLE SHEET JOB NO. 2139.1 AO L.00 1 OF 4 DATE: 12.10.21 DEMOLITION PLAN GENERAL NOTES I. REMOVE ALL EXISTING AREAS INDICATED AS DEMOLITION TO PROVIDE LAYOUT SHOWN. CONSTRUCT AND/OR PROVIDE PROTECTION BARRIERS AS NEEDED FOR SAFETY AND TO CONTAIN DUST DUE TO DEMOLITION. 2. PATCH AND REPAIR REMAINING SURFACES AS NEEDED DUE TO THE DEMOLITION OR THE REMOVAL OF CONSTRUCTION. 3. REMOVE ALL DEMOUSHED MATERIALS FROM THE SITE. ALL DEMOLISHED MATERIALS, EXCEPT AS NOTED, ARE THE PROPERTY OF THE GENERAL CONTRACTOR. 4. REMOVE ANY AND ALL EXISTING ELECTRICAL AND/OR COMMUNICATION EQUIPMENT NOT SHOWN ON THE DRAWINGS AND THAT ARE NOT IN USE IN AREAS OF WORK. ALL WIRING SHALL BE REMOVED BACK TO ITS SOURCE PANEL. COORDINATE WITH THE CONSTRUCTION MANAGER DEMOLITION PLAN KEYED NOTES OEXISTING PARKING STRIPING TO BE REMOVED. OREMOVE EXISTING AREA OF ASPHALT PAVING 1SHOWN DASHED) FOR NEW CONCRETE FOUNDATIONS AND SUB. OEXISTING UGHT POLE TO REMAIN. OEXISTING PARKING LOT STRIPING TO REMAIN. OEXISTING ISLAND AND/OR LANDSCAPING TO REMAIN. Og EXISTING TREE TO REMAIN- TRIM AS REQUIRED TO AVOID CONFUCFS WITH TI ATM SYSTEM OR OPERATION. 13100 MANCHESTER SUITE 225 ST. LOUIS, NO 63131 314.317.0060 IN ASSOCIATION WITH THE ARCHITECT: R H SWEERS 11, PROPRIETOR RH SWEERS ARCHITECT REVISIONS 03.73.77 REVISION I Al L CHASE oik�p GOLDEN SANDS GENERAL CONTRACTORS J THIS IHAS BEEN PREPARED UNDER MY SUPERVISION AND I DISCLAIM RESPONSIBLITI FOR EXISTING BUILDING, CONSTRUCTION, OR SITE CONOITIONSIIMPRDVEMENTS, OR ANY DOCUMENTS WHICH DO NOT BEAR MI SIGNATURE AND SEAL. DO ATV CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR QUESTIONS, AS THE ARCHITECT IS NOT INVOLVED IN BIDDING. SIGNED 03/23/2022 DRAWN BY: RCW REVIEWED BY: RHS CONTACT: RANDY WINZEN randy@ aligned-studio.com MICRI WEHMEIER micki@aligned-studio.com SITE DEMOLITION PLAN JOB NO. 2139.1 Al m02 2 OF 4 DATE: 12.10.21 W W � DA o o Z Z o Q Q � 3 o Q = w z Z W m —5 E o g V/V G a o_ W 66'1 W Y G Z a Q G CD w w J THIS IHAS BEEN PREPARED UNDER MY SUPERVISION AND I DISCLAIM RESPONSIBLITI FOR EXISTING BUILDING, CONSTRUCTION, OR SITE CONOITIONSIIMPRDVEMENTS, OR ANY DOCUMENTS WHICH DO NOT BEAR MI SIGNATURE AND SEAL. DO ATV CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR QUESTIONS, AS THE ARCHITECT IS NOT INVOLVED IN BIDDING. SIGNED 03/23/2022 DRAWN BY: RCW REVIEWED BY: RHS CONTACT: RANDY WINZEN randy@ aligned-studio.com MICRI WEHMEIER micki@aligned-studio.com SITE DEMOLITION PLAN JOB NO. 2139.1 Al m02 2 OF 4 DATE: 12.10.21 PARKING CALCULATIONS BUILDING SF AREA WITHIN PROPERTY: APPROX. 96,027 SF PARKING COUNT RATIO: I SPACE PER 300 SF PARKING SPACES REQUIRED: 321 PARKING SPACES PARKING PROVIDED: 350 PARKING SPACES (INCLUDES 9 ADA SPACES) SPACES BEING REMOVED FOR ATM: 9 PARKING SPACES REMAINING: 341>321 (EMPLOYEE SPACES BEHIND THE BUILDING ARE NOT INCLUDED IN THE CALCULATIONS) SITE PLAN GENERAL NOTES I. GC To VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY PROJECT MANAGER OF ANY DISCREPANCIES IMMEDIATELY. 2. GC IS RESPONSIBLE FOR COORDINATION OF SCHEDULE, DEUVERY, AND INSTALLATION OF ALL VENDOR -PROVIDED ITEMS GC IS ADDITIONALLY RESPONSIBLE FOR COORDINATING ALL PLAN REVIEW WITH ANY AND ALL VENDORS. 3. GC SHALL ENSURE THAT ALL WASTE, BOTH HAZARDOUS AND NON -HAZARDOUS, IS DISPOSED OF AND/OR RECYCLED IN ACCORDANCE WITH ALL CODES AND ORDINANCES, INCLUDING LOCAL, STATE, AND NATIONAL LAWS AND REGULATIONS. SITE PLAN KEYED NOTES O OLOCATION OF NEW DRIVE UP MACHINE AND CANOPY. 2 NEW 25'.11" TALL USED STANDARD. SEE ELECTRICAL DRAWINGS FOR MON INFORMATION. 3 OEARANCE BAR 4 "TRAFFIGWHITE" PRINTED DIRECTIONAL ARROWS. 5 "TRAFFIGWHITE" PRINTED "STOP STRIPE". 6 4" REFLECTIVE "TRAFFIC -XVI PAINTED STRIPING T DINCTIORAL STBP/DO NOT ENTER SIGN. SEE DETAIL I5/4.111. 3 EXISTING CURVE AND GUTTER OR EDGE OF PAVEMENT. PROTECT DURING CONSTRUCTION. 8 EXISTING PARXING AND STRIPING SO REMAIN. TD PROWDE AND INSTALL 4" DIA. PROTECTIVE BOLLARD AT CANOPY LEG. SEE DETAIL III (SIMILAR). TT PROVIDE AND INSTALL 6" DIA. SECURITY AND/OR PROTECTIVE BOLLARD. SEE DETAIL 16/4111. 72 6" HDRAUUC CONCRETE INFILL. PROVIDE #3 NBAR AT 14" OC EACH WAY ON 3" HIGH CHAIN AT 42" O.C. EACH WAY. CDMPACT SDIL BENEATH NEW CONCRETE. 73 HALF -TONED AREA DENOTES SEAL -COAT OVER EXISTING ASPHALT AT ALL AREAS RECEIVING STRIPING AND ALL DRIVE LANES. (NO CONCRETE AREAS). 14 MILBANK METER PEDESTAL- SEE ELECTRICAL DRAWINGS is UNf OF CBUS BVE. NB DISTANO TO ERSTING TRANSFORMER/PBWER SDURCE APPROX. ISD' -D" EXISTING ISLAND AND/BR LANDSCAPING TO REMHN- TRIM AS REQUIRED. 13 fXISriNG USED POLE TO REMAIN. N9 EXISTING STORM WATER GRATE AND DRAIN UNE TO REMAIN. PROTECT DURING CONSTRUCTION. 20 BOIIARD MOUNTED MOUNTED SECURITY GATE. 2N 6" DIA. PROTECTIVE BOLLARD IN PARKING LOT. SEE DETAIL I6/4A1. EXISTING PROPERTY UNE. EXISTING V -D" OTIUTY EASEMENT. 24 EXISTING 14'-D" STORM SEWER EASEMENT. 13100 MANCHESTER SUITE 225 ST. LOUIS, NO 63131 314.317.0060 IN ASSOCIATION WITH THE ARCHITECT: R H SWEEPS 11, PROPRIETOR RH SWEEPS ARCHITECT REVISIONS 03.73.77 REVISION I Al L CHASE oik�p GOLDEN SANDS GENERAL CONTRACTORS J T"IS IHAS BEEN PREPARED UNDER MY SUPERVISION AND I DISCLAIM RESPONSIBLITY FOR EXISTING BUILDING, CONSTRUCTION, OR SITE CONOITIONSIIMPRDVEMENTS, OR ANY DOCUMENTS WHICH DO NOT BEAR MT SIGNATURE AND SEAL. DO NO1 CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR OUFSTIONS, AS THE ARCHITECT IS NOT INVOLVED IN BIDDING. SIGNED 03/23/2022 DRAWN BY: RCW REVIEWED BY: RHS CONTACT: RANDY WINZEN randy@ aligned-studio.com MICRI WEHMEIER micki@aligned-studio.com ENLARGED SITE PLAN JOB NO. 2139.1 A2.01 3 OF 4 DATE: 12.10.21 W W a� d o o Z Z o Q Q � 3 z Z W m 0o V/V G a o_ W 66'1 W Y G Z a Q G CD w J T"IS IHAS BEEN PREPARED UNDER MY SUPERVISION AND I DISCLAIM RESPONSIBLITY FOR EXISTING BUILDING, CONSTRUCTION, OR SITE CONOITIONSIIMPRDVEMENTS, OR ANY DOCUMENTS WHICH DO NOT BEAR MT SIGNATURE AND SEAL. DO NO1 CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR OUFSTIONS, AS THE ARCHITECT IS NOT INVOLVED IN BIDDING. SIGNED 03/23/2022 DRAWN BY: RCW REVIEWED BY: RHS CONTACT: RANDY WINZEN randy@ aligned-studio.com MICRI WEHMEIER micki@aligned-studio.com ENLARGED SITE PLAN JOB NO. 2139.1 A2.01 3 OF 4 DATE: 12.10.21 877, Ugq�Wr LOCK NUT AND IEVEUNG NUT AND W1 ENLARGED PLAN AND ELEVATION KEYED NOTES O AUTOMATIC TELLER MACHINE. UGHT STANDARD- SEE DETAIL 17/4.01 AND ELECTRICAL DRAWINGS. PRE -MANUFACTURED ATM CANOPY. PRE -MANUFACTURED ATM CANOPY UPRIGHTS. OVERHEAD CLEARANCE POI(/BAR- SEE STRUCTURAL DRAWINGS. 6" DIA. SECURITY/PROTECFION BOUARD- SEE DETAIL 16/4.01. MILBANK METER PEDESTAL- SEE ELECTRICAL DRAWINGS. CONCRETE SUB/ISLAND- EASE ALL EXPOSED EDGES. CONCRETE "WELL"- SEE SIGNAGE DRAWINGS. EDGE OF CONCRETE FOOTING OR PIER- SEE STRUCTURAL. CHASE LOGO SIGN- SEE SIGNAGE DRAWINGS. SECURITY GATE BOUARDS AND RAIL- SEE DETAIL 14/4.01. 4" DIA. PROTECTION BOUARD FOR CANOPY LEGS- SEE DETAIL 16/4.01 (SIMILAR) SECTION A -A SECTION H -H WIRE TIES DIAMETER CONCRETE BASE- 3000 PSI CRETE (MIN.). SMOOTH ACK FINISH '6) #6 REBAR (VERTICAL) BASE PLATE, BY LIGHT MANUFACTURER TWO -HEAD LIGHT POLE. SEE ELECTRICAL DRAWINGS 24" DIAMETER CONCRETE BASE. 3000 PSI CONCRETE (MIN). SMOOTH ACK FINISH TWO -HEAD LIGHT POLE. SEE ELECTRICAL DRAWINGS BASE PLATE COVER BY UGHF MANUFACTURER C BASE PLATE, BY UGHF MANUFACTURER 1'° a FOUR (4) 54" DIA. X 24" (X301( ANCHOR BOLTS °H H=° Tf - P 24" DIAMETER CONCRETE BASE. 3000 PSI CONCRETE (MIN). SMOOTH ACK FINISH Ll TOP OF CONCRETE ISLAND b N 3/4" CONDUIT. SEE ELECTRICAL -41= DRAWINGS DRAWINGS a0 SCALE: 3/4"=1'-0" SCALE: 1/2"= I' 4' 13 4.01 I F d 1'4 I. a 'I P. 3 _L L a 10 ------------ -----------------J L - - - J 11'-8 7/4" V -B" 10'-0" —_i 70'-0" 10 FRONT ELEVATION AT ISLAND SCALE: 3/8"=I'-0 PLAN LEFT SIDE ELEVATION FRONT ELEVATION ATM SECURITY GATE SCALE: 3/4" = I'-0" RIGHT SIDE ELEVATION 16 4.01 7 I 16 1 4.01 I —111—III—III III 111— L---- �—J a SIDE ELEVATION/SECTION AT ISLAND5 SIDE ELEVATION AT ISLAND 4.01 SCALE: 3/8"=1'-0" ENTRY SIDE 4.01 SCALE: 3/8"=1'-0" EXIT SIDE II II 11 11= II III Li --- a--9 ----- a -- 10 J---- V O" IGNPOST EMBEDDED IN CONCRETE BOLLARD _ STANDARD EMOTIONAL SIGNS ONE SIDE TO READ 'STOP; OTHER SIDE TO READ 'DO NOT ENTER' TEL SECTION AT DIRECTIONAL SIGN 1s SECTION AT 6" BOLLARD a.01 ° a.01 SCALE: 3/4"=1'-0" #7 WIRE TIES W II W d, iIi e Iii----- 9X (6) #6 REBAR A/� (VERTICAL) r AA °IId_ a b OA o a w °-,,---� 0 � o Z Z ;11 d PI S Q 11BICm w 114 1 � 3 z Z W 1 m S2 E o IP° o `y W W 3 G Z a° d a Q G 3 DETAIL AT LIGHT POLE a0 SCALE: 3/4"=1'-0" SCALE: 1/2"= I' 4' 13 4.01 I F d 1'4 I. a 'I P. 3 _L L a 10 ------------ -----------------J L - - - J 11'-8 7/4" V -B" 10'-0" —_i 70'-0" 10 FRONT ELEVATION AT ISLAND SCALE: 3/8"=I'-0 PLAN LEFT SIDE ELEVATION FRONT ELEVATION ATM SECURITY GATE SCALE: 3/4" = I'-0" RIGHT SIDE ELEVATION 16 4.01 7 I 16 1 4.01 I —111—III—III III 111— L---- �—J a SIDE ELEVATION/SECTION AT ISLAND5 SIDE ELEVATION AT ISLAND 4.01 SCALE: 3/8"=1'-0" ENTRY SIDE 4.01 SCALE: 3/8"=1'-0" EXIT SIDE II II 11 11= II III Li --- a--9 ----- a -- 10 J---- V O" IGNPOST EMBEDDED IN CONCRETE BOLLARD _ STANDARD EMOTIONAL SIGNS ONE SIDE TO READ 'STOP; OTHER SIDE TO READ 'DO NOT ENTER' TEL SECTION AT DIRECTIONAL SIGN 1s SECTION AT 6" BOLLARD a.01 SCALE: 3/4"=1'-0" a.01 SCALE: 3/4"=1'-0" W II W iIi e ROUNDED CONCRETE CAP. DRILL HOLE IN CAP FOR SIGN POST 6" DIA. STANDARD STEEL PIPE. FILL WITH CONCRETE. PROVIDE CHASE BLUE POLYMER COVER EXISTING PAVEMENT NOTE: SIGNS AND POLE TO BE PROVIDED BY SIGN MANUFACTURER IT' DIAMETER (MIN.), V -P' DEEP (MIN.) CONCRETE FOOTING d 1 1 _ - ° II 1111 II I----i7---7�----7---7--- L_L 11'-8 7/4" - - - XX 10 REAR ELEVATION AT ISLAND SCALE 3/8"=I'-0' ROUNDED CONCRETE CAP (BELOW POLYMER CAP) -6" NOMINAL (6.625 OD.) STEEL PIPE. PLUG WELD TO INNER TYPE. FILL WITH CONCRETE. PROVIDE CHASE BLUE POLYMER COVER NOTE: PROVIDE 4" NOMINAL STEEL PIPE AT CANOPY LEGS WHERE APPUCABLE. PWG WELD TO INNER PIPE. FILL WITH CONCRETE. PROVIDE CHASE BLUE POLYMER COVER 2 IQ" NOMINAL (2.875 O.D.) STEEL PIPE INTO FOOTING. FILL WITH CONCRETE CONCRETE FOOTINGS. RE: AI.07 AND A2.01 AND STRUCTURAL IF BOLLARD IS NOT IN MAIN ISLAND FOOTING PROVIDE IT' DIAMETER (MIN.), V-0" DEEP (MIN.) CONCRETE FOOTING 15 SECTION AT DIRECTIONAL SIGN 1s SECTION AT 6" BOLLARD a.01 SCALE: 3/4"=1'-0" a.01 SCALE: 3/4"=1'-0" V-11 7/4" 17 ISLAND SECTION 4.01 SCALE: 1/2"=1'-0" �I ALIGNED z�L E]D10, LLC 13100 MANCHESTER SUITE 225 ST. LOUIS, NO 63131 3 14.3 17.00 60 IN ASSOCIATION WITH THE ARCHITECT: R H SWEERS 11, PROPRIETOR AN SWEERS ARCHITECT REVISIONS 031312 REVISION I Ll CHASE GOLDEN SANDS GENERAL CONTRACTORS THIS DRAWING HAS BEEN PREPARED UNDER MT SUPERVISION AND I DISCLAIM RESPONSIBLITY FOR EXISTING BUILDING, CONSTRUCTION, 00 SITE CONDITIONS/I MAUVE RENTS, OR ANY DOCUMENTS WHICH 00 NOT BERRMY SIGNATURE AND SEAL. DO NOT CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR QUESTIONS, AS THE ARCHITECT IS NOT INVOLVED IN BIDDING. SIGNED 03/23/2022 DRAWN BY: RCW REVIEWED BY: RHS CONTACT: RANDY WINZEN randy@aligned-studio.com MICRI WEHMEIER micki@aligned-studio.com ENLARGED PLAN, ELEVATIONS AND SECTIONS JOB N0. 2139.1 A4.01 4 OF 4 DATE: 12.10.21 W W A/� c OA o w 0 � o Z Z o Q Q w � 3 z Z W m S2 E o o W W W 3 G Z a Q G CD w I` THIS DRAWING HAS BEEN PREPARED UNDER MT SUPERVISION AND I DISCLAIM RESPONSIBLITY FOR EXISTING BUILDING, CONSTRUCTION, 00 SITE CONDITIONS/I MAUVE RENTS, OR ANY DOCUMENTS WHICH 00 NOT BERRMY SIGNATURE AND SEAL. DO NOT CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR QUESTIONS, AS THE ARCHITECT IS NOT INVOLVED IN BIDDING. SIGNED 03/23/2022 DRAWN BY: RCW REVIEWED BY: RHS CONTACT: RANDY WINZEN randy@aligned-studio.com MICRI WEHMEIER micki@aligned-studio.com ENLARGED PLAN, ELEVATIONS AND SECTIONS JOB N0. 2139.1 A4.01 4 OF 4 DATE: 12.10.21