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Plans (24) BUP2021 -00174 RECEIVED JUL 0 9'?I CITY Ur ,tu.,rll BUILDING DIVISION OFFICE COPY Elanikof iline-rica 411poo ATM CAPACITY ADDITION JLL PROJECT MANAGER 2000 CLAYTON ROAD , BLDG D WASHINGTON SQUARE BRANCH CONCORD CA 94520 CONTACT: MINH LY EMAIL: Minh . Ly@am .jll . com 10101 SW WASHINGTON SQUARE RD TELEPHONE : 916 . 365 . 1724 PORTLAND , OR 97223 NORR ARCHITECT / ELECTRICAL 1631 ALHAMBRA BLVD # 100 SACRAMENTO CA 95816 PROPERTY ID : OR1 � 140 CONTACT : RICHARD DEUTSCH EMAIL : richard . deutsch@norr. com TELEPHONE : 916 . 930 . 0210 KIMLEY— HORN CIVIL 1201 SECOND AVE , SEATTLE WA 98101 CONTACT: STACIE STEEL EMAIL : Stacie . Steel @kimley-horn >com TELEPHONE : 206 .485 .4774 FFICE COPY CITY OF TIGARD, REVIEWS FOR CODE COMPLLkNCE Approved: SCHUCHART aT� 'Permit#: o GENERAL CONTRACTOR ites#. Suuite : 919 5TH AVENUE B,. Date: SEATTLE WA 98101 CONTACT : RYAN BRADFORD THEISSTVOFPERMIT THE SSUANCE OF A PERMIT BASED ON CONSTRUCTION EMAIL : Ryan . Bradford@schuchart. com DOCUMENTS AND OTHER DATA SHALL NOT PREVENT TELEPHONE : 206 . 682 . 3030 THE CODE OFFIOR FROM REQUIRING THE CORRECTION OF ERRORS. OSSC 105.4 ®FFICE COPY SPECIAL INSPECTION REQUIRED State of Oregon. Structural SIlft Ce Concrete and RyiMcrung Btsel FSoits Inataliod in Concrete ❑ Special Moment-Resisting Concrete Frame ❑ Reinfor.^ng Steel&Prestre;;sing Steel Tendons ❑ Structural We ding ❑ High-Srungi;t BorJng 0 Strucrura!Masonry ❑ Relntcrc od Gypsum Concrete PERM I T SUBM ITTAL ❑ lr,aF:S:y Co Fib ❑ Sp-My Aprxiec Fare-Resistive Materials ❑ Pairw, Drifted Pieas and Caissons ❑ Snotc:et ❑ SDe'-IW Grading,Excavation and FA6ng Lam.. Smotce-Ccntroi Systeme 40902021 EI Other Inspe,:nor,. C S GENERAL NOTES ABBREVIATIONS PROJECT INFORMATION DRAWING INDEX DATE ISSUED FOR REV 4/9/2021 PERMIT SUBMISSION E AFF ABOVE FINISH FLOOR FL FLASHING PTD PAPER TOWEL DISPENSER/RECEPTACLE A.P.N. 1S135BA01802 E 1. CONTRACTOR SHALL VISIT THE SITE, FAMILIARIZE HIMSELF WITH 37. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR ACOUS ACOUSTIC FLR FLOOR PTR PAPER TOWEL RECEPTACLE ISSUED C EXISTING CONDITIONS AND REVIEW AND UNDERSTAND THE CONSTRUCTION PURPOSES. IN THE EVENT OF OMISSION OF ACC ACCESSIBLE FD FLOOR DRAIN PTN PARTITION PROJECT SCOPE INSTALLATION OF NEW DRIVE UP ATM UNIT UNDER EXISTING REQUIREMENTS OF THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NECESSARY DIMENSIONS OR INFORMATION,CONTRACTOR SHALL -'' ISSUED&REVISED VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS PRIOR TO NOTIFY ARCHITECT IN WRITING. FIGURED AND CALCULATED DIMENSION ADD ADDENDUM FLUOR FLUORESCENT POT PATH-OF-TRAVEL CANOPY.ATM REPLACES EXISTING DRIVE UP PNEUMATIC TUBE BEGINNING ANY WORK AND SHALL NOTIFY THE ARCHITECT OF ANY TAKES PRECEDENCE OVER SCALED MEASUREMENTS. DETAILED ADADDITION FTG FOOTING d PENNY(NAIL SIZE) FUNCTIONS. E ADJ ADJUSTABLE FDN FOUNDATION P-LAM PLASTIC LAMINATE DISCREPANCY. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL BE DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER AGG AGGREGATE FR FRAME PLAS PLASTER t. RESPONSIBLE FOR ALL CORRECTIONS AND REPAIRS REQUIRED DUE TO SMALLER SCALE DRAWINGS. ALL PLAN DETAILS AND WALL SECTIONS ABC AGGREGATE BASE COURSE R PLATE APPLICABLE CODES: AS AMENDED BY THE LOCAL JURISDICTION HIS FAILURE TO PERFORM THE DUTIES LISTED ABOVE. ARE ASSUMED TO BE TYPICAL CONDITIONS UNLESS DETAILED OR A/C AIR CONDITIONING GALV GALVANIZED PLBG PLUMBING ^' NOTED OTHERWISE. THE PROVISIONS OF THIS CONSTRUCTION ADMINISTRATIVE CODE SHALL APPLY TO 2. SOLELY AS A CONVENIENCE TO THE OWNER AND CONTRACTOR,THE ALT ALTERNATE GSM GALVANIZED SHEET METAL PLYWD PLYWOOD x BUILDING, PLUMBING,AND MECHANICAL PERMITS AND THE FOLLOWING o ALUM ALUMINUM GA GAUGE PT POINT M ARCHITECT MAY INCLUDE DOCUMENTS PREPARED BY CERTAIN 38. ALL FINISHED FLOOR ELEVATIONS RE:TO ARCHITECTURAL DRAWINGS "CONSTRUCTION CODES": AB ANCHOR BOLT GC GENERAL CONTRACTOR PSI POUNDS PER SQUARE INCH CONSULTANTS (OR INCORPORATE THE RECOMMENDATIONS OF SAID ONLY. A. 2019 OREGON STRUCTURAL SPECIALTY CODE; (BASED ON 2018 INTERNATIONAL t+ CONSULTANTS INTO DOCUMENTS PREPARED BY THE ARCHITECT)WITH & AND GL GLASS PCF POUNDS PER SQUARE FOOT < ANGLE GB GRAB BAR PC PRECAST BUILDING CODE) � U THE SET OF DOCUMENTS ISSUED BY THE ARCHITECT. IT IS 39. VERIFY ALL DIMENSIONS, CONDITIONS,AND GRADES AT JOB SITE. ALL gppROX APPROXIMATE GD GRADE PL PROPERTY LINE B.2019 OREGON ZERO ENERGY READY COMMERCIAL CODE; (CONSTRUCTION w cc UNDERSTOOD THAT BY SUCH ISSUANCE,THE ARCHITECT ASSUMES NO CONTRACTORS SHALL COORDINATE THEIR WORK WITH OTHER TRADES PROVISIONS:ASHRAE STANDARD 90.1 &2018 INTERNATIONAL ENERGY CONSERVATION o ¢ ARCHT ARCHITECT G GRAM LIABILITY FOR THE SERVICES OF SAID CONSULTANTS. AND REPORT DISCREPANCIES, PRIOR TO DEMOLITION OR CODE) ASPH ASPHALT GIRL GRILLE RAD RADIUS ARCHITECTURAL: CONSTRUCTION,TO THE ARCHITECT FOR REVIEW AND CLARIFICATION C. 2019 OREGON MECHANICAL SPECIALTY CODE; (BASED ON 2018 INTERNATIONAL 3. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED OR ACTION. AC ASPHALT CONCRETE GRD GROUND REDWD REDWOOD MECHANICAL CODE AND INTERNATIONAL FUEL GAS CODE) BUILDING CODE AS AMENDED,THE MOST CURRENT ADOPTED FIRE @ AT G GUTTER (R) RELOCATED D.2017 OREGON RESIDENTIAL SPECIALTY CODE; (BASED ON 2015 INTERNATIONAL CS COVER SHEET CODE EDITION,ALL ORDINANCES AND REGULATIONS OF THE CITY, 40. VERIFY SIZE, LOCATIONS AND CHARACTERISTICS OF ALL EQUIPMENT TO GYP GYPSUM REG REGISTER gSMT BASEMENT GWB GYPSUM WALL BOARD REQ'D REQUIRED RESIDENTIAL CODE) G0.00 DRAWING INDEX, PROJECT TEAM, PROJECT COUNTY, AND/OR STATE WITH JURISDICTION AND SPECIAL BE FURNISHED WITH MANUFACTURERS OR SUPPLIERS BEFORE E.2017 OREGON ELECTRICAL SPECIALTY CODE; (BASED ON 2017 NFPA 70, NATIONAL BM BEAM REV REVISION INFORMATION,VICINITY MAP, GENERAL REQUIREMENTS INDICATED IN THE BUILDING SUMMARY OR THESE BEGINNING CONSTRUCTION. ELECTRICAL CODE&OREGON AMENDMENTS TO 2017 NEC UPDATED OCT.2020) BITUM BITUMINOUS HR HAND RAIL ROW RIGHT-OF-WAY NOTES GENERAL NOTES. F. 2017 OREGON PLUMBING SPECIALTY CODE; (BASED ON 2015 UNIFORM PLUMBING BLK BLOCK HDN HARDENER R RISER, RISERS NORR ASSOCIATES INC. AND THE UNDERSIGNING 41. VERIFY SIZE AND LOCATION OF ALL OPENINGS FOR MECHANICAL AND CODE) BLKG BLOCKING HDW HARDWARE RD ROOF DRAIN LICENSED PROFESSIONALS DO NOT REPRESENT 4. UNLESS OTHERWISE INDICATED ON THESE DRAWINGS AND ELECTRICAL EQUIPMENT AND RELATED WORK WITH CONTRACTORS BD BOARD HDWD HARDWOOD RFG ROOFING G.2010 OREGON MANUFACTURED DWELLING INSTALLATION SPECIALTY CODE A1.00 SITE PLAN SPECIFICATIONS AS BEING N.I.C. OR EXISTING ALL ITEMS, MATERIALS, INVOLVED AND EQUIPMENT TO BE FURNISHED. FOR CONSTRUCTION H.2002 OREGON MANUFACTURED DWELLING AND PARK SPECIALTY CODE THAT THESE PLANS AND SPECIFICATIONS ARE ETC.AND INSTALLATION THE SAME AREA PART THE CONTRACT DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS A1.10 SITE DETAILS DEFINED BY THESE DRAWINGS AND SPECIFICATIONS.S. BOT BOTTOM HTR HEATER RM ROOM BLDG BUILDING HT HEIGHT RGH ROUGH OTHER THAN THE ONE DENOTED. NORR SUITABLE FOR ANY OTHER CLIENT AND/OR SITE OR APPROVED SHOP DRAWINGS/DATA SHEETS IN ACCORDANCE WITH HP HIGH POINT RD ROUND OCCUPANCY GROUP: EXISTING: B ASSOCIATES INC. AND THE UNDERSIGNING THE PROJECT SPECIFICATIONS. 5. ANY REVISION OR ADDITIONAL WORK REQUIRED BY FIELD CONDITIONS CAB CABINET HC HOLLOW CORE PROPOSED: B LICENSED PROFESSIONAL DISCLAIMS RESPONSIBILITY LOCAL GOVERNING AUTHORITIES SHALL BROUGHT TO THE 42. CEILING HEIGHTS SCHEDULED ON THE ROOM FINISH SCHEDULE OR CIP CAST-IN-PLACE HM HOLLOW METAL SND SANITARY NAPKIN DISPENSER CB CATCH BASIN HOR HORIZONTAL SNR SANITARY NAPKIN RECEPTACLE TYPE OF CONSTRUCTION: V-B CIVIL FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE AT USED IN WHOLE OR IN PART BY ANOTHER CLIENT ATTENTION OF THE OWNER BEFORE PROCEEDING. REFLECTED CEILING PLAN ARE TAKEN FROM THE FINISHED FLOOR CLG CEILING HB HOSE BIBB SCHD SCHEDULE ELEVATION. EXISTING BUILDING SIZE: 17,490 SF (NO CHANGE) OR AT ANY OTHER SITE. 6. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY CEM CEMENT HW HOT WATER SCR SCREW C1.00 CIVIL SITE PLAN FOR JOB SITE CONDITIONS. CONTRACTOR MUST COMPLY WITH SAFETY 43. VERIFY ALL ELEVATIONS AND DIMENSIONS OF STRUCTURAL ELEMENTS CTR CENTER SCD SEAT COVER DISPENSER EXISTING SITE SIZE: 135,562 SF (NO CHANGE) THIS DRAWING IS NOT FINAL OR TO BE USED FOR REGULATIONS AND RESTRICTIONS AS REQUIRED FOR WORKERS, WITH ARCHITECTURAL DRAWINGS. IN CASE OF CONFLICT, NOTIFY q CENTER LINE IN INCH SECT SECTION FIRE SPRINKLERS: NO C1.10 CIVIL DETAILS CONSTRUCTION UNTIL SIGNED BY THE LICENSED PEDESTRIANS AND VEHICULAR TRAFFIC DURING THE CONSTRUCTION ARCHITECT. THE CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CER CERAMIC ID INSIDE DIAMETER SEL SELECT C1.20 CIVIL DETAILS PROFESSIONALS. OF THIS PROJECT. PROVIDE PROTECTION AS REQUIRED TO PREVENT BE RESPONSIBLE FOR THEM. ALL DIMENSIONAL DISCREPANCIES ARE TO CT CERAMIC TILE INSUL INSULATION SHT SHEET FIRE ALARM: YES ANY DAMAGE TO EXISTING CONSTRUCTION WITHIN AND ADJACENT TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. CHAN CHANNEL INT INTERIOR SDG SIDING CO CLEAN OUT INV INVERT SIM SIMILAR CHANGE TO OCCUPANCY NO ALL DRAWINGS AND WRITTEN MATERIAL JOB SITE.WHERE DAMAGE OCCURS,THE CONTRACTOR SHALL REPAIR ASSOCIATED WITH THIS PROJECT CONSTITUTE THE OR REPLACE DAMAGED AREA AND/OR MATERIAL AT NO ADDITIONAL 44. PROVIDE BLOCKING FOR OWNER FURNISHED OR INSTALLED ITEMS CLR CLEAR SLOG SLIDING CHANGE TO EGRESS NO ELECTRICAL ORIGINAL AND UNPUBLISHED WORK OF NORR COST TO THE OWNER.THIS REQUIREMENT SHALL APPLY WHERE REQUIRED. CLOS CLOSET JAN JANITOR SM SMOOTH ASSOCIATES INC. AND THE SAME MAY NOT BE CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. COL COLUMN JT JOINT SD SOAP DISPENSER DUPLICATED, USED OR DISCLOSED WITHOUT THE 45. ALL WEATHER-EXPOSED SURFACES SHALL HAVE A WATERPROOF CONC CONCRETE JST JOIST SC SOLID CORE WOOD E0.00 SINGLE LINE DIAGRAM WRITTEN CONSENT OF NORR ASSOCIATES INC. 7. CONTRACTOR SHOULD PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, BARRIER TO PROTECT THE INTERIOR WALL CONSTRUCTION. EXTERIOR CMU CONCRETE MASONRY UNIT S SOUTH E1.00 LIGHTING PLAN TOOLS,TRANSPORTATION, UTILITIES, OTHER SERVICES AND RELATED OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM CONN CONNECTION KP KICK PLATE SPEC SPECIFICATION TASKS NECESSARY FOR PROPER EXECUTION OF THE CONSTRUCTION WATERPROOF. CONSTR CONSTRUCTION KIT KITCHEN SPL SPLASH til E2.00 POWER PLAN REQUIRED BY THE CONTRACT DOCUMENTS. CJ CONSTRUCTION JOINT, SQ SQUARE Project 46. CONTRACTOR TO CONTACT ANY AND ALL LOCAL UTILITIES TO SUBMIT CONTROL JOINT LAB LABORATORY SF SQUARE FEET B. CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL EXISTING ALL APPLICABLE PERMIT DOCUMENTS, QUALIFICATIONS, ETC.,AND CONT CONTINUOUS LAM LAMINATED STD STANDARD UJ' ' UTILITY LINES ADJACENT TO AND ON THE SITE,TO THE BUILDING(S)AS SHALL BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH PERMITS, CONTR CONTRACTOR LDG LANDING SS STAINLESS STEEL iii MAY BE INDICATED,AS WELL AS CONNECTIONS EXISTING AND UTILITY EXTENSIONS, TAP-INS, ETC. THE CONTRACTOR SHALL BE CG CORNER GUARD LTH LATH STL STEEL Z n/ PROPOSED ON THE PLANS. RESPONSIBLE FOR UTILITY COORDINATION. COR'G CORRUGATED LAV LAVATORY STOR STORAGE CNTR COUNTER LG LENGTH STRUCT STRUCTURE, STRUCTURAL O O 9. ALL SHOP WELDING TO BE DONE IN A CERTIFIED LICENSED SHOP.ALL 47. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AS A RESULT OF THIS CTSK COUNTERSUNK LT LIGHT SUSP SUSPENDED \� FIELD WELDING TO BE DONE BY LICENSED WELDERS UNDER PROJECT DAILY, OR AS DIRECTED BY OWNER'S REPRESENTATIVE,AND LWC LIGHTWEIGHT CONC. SV SHEET VINYL CONTINUOUS SPECIAL INSPECTION WITH CERTIFICATE ISSUED AS SHALL DISPOSE OF SAID DEBRIS IN A LEGAL MANNER. DP DAMP-PROOFING LKR LOCKER SWBD SWITCHBOARD REQUIRED BY BUILDING OFFICIAL. DB DECIBEL LVR LOUVER ( Q 48. EACH SUBCONTRACTOR IS RESPONSIBLE TO COORDINATE AND (D) DEMOLITION TEMP TEMPERED v 10. CONTRACTOR MUST NOTIFY OWNER IN WRITING OF ANY REVISION OR SCHEDULE HIS WORK WITH THE GENERAL CONTRACTOR AND ALL DTL DETAIL MFR MANUFACTURE TBD TO BE DETERMINED Z ADDITIONAL WORK REQUIRED BY FIELD CONDITIONS OR LOCAL OTHER CONTRACTORS WHOSE WORK SHALL BE AFFECTED. DIAG DIAGONAL MO MASONRY OPENING TPD TOILET PAPER DISPENSER GOVERNING AUTHORITIES PRIOR TO SAID WORK. DIAM DIAMETER MATL MATERIAL TOB TOP OF BEAM L/� / Q 49. PARKING AT THE SITE BY ALL CONSTRUCTION STAFF SHALL BE LIMITED DIM DIMENSION MAX MAXIMUM TC TOP OF CURB W 11. NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES,A.C. DUCTS, ETC., TO ONLY THE AREAS DESIGNATED BY THE OWNER. DISP DISPENSER MECH MECHANICAL TOP TOP OF PARAPET Z u o UNLESS SPECIFICALLY DETAILED. DBL DOUBLE MTL METAL TSD TOP OF STEEL DECK > L 50. THE AREA OF WORK SHALL MAINTAIN A WEATHER TIGHT AND SECURED DWL DOWEL ML METAL LATH TTP TOP OF TAPERED PLYWOOD O z 12. WHERE LARGER STUDS, OR FURRING,ARE REQUIRED TO COVER DUCTS, CONDITION AT ALL TIMES. THE CONTRACTOR SHALL TAKE ALL DN DOWN M METER T TREAD 0 PIPING,CONDUIT, ETC.,THE LARGER SIZE STUD OR FURRING SHALL PRECAUTIONS NECESSARY TO SECURE THE AREA OF WORK. DS DOWNSPOUT MIN MINIMUM TYP TYPICAL EXTEND THE FULL LENGTH OF THE SURFACE WHERE THE FURRING DWG DRAWING MISC MISCELLANEOUS OCCURS. 51. CONTRACTOR SHALL REVIEW ALL PERMIT DOCUMENTS FROM MIR MIRROR UR URINAL Q JURISDICTION(S) HAVING AUTHORITY FOR HANDWRITTEN COMMENTS EA EACH MLDG MOULDING UNO UNLESS NOTED OTHERWISE i 13. ALL EXPOSED STEEL SHALL BE PAINTED, UON. AND OTHER REQUIREMENTS. FORWARD TO ARCHITECT. E EAST MTD MOUNTED V � 0 ELEC ELECTRIC MULL MULLION V VENT r ^ d 14. EXIT SIGNS SHALL MEET THE REQUIREMENTS OF THE EFFECTIVE 52. SITE SHALL BE KEPT CLEAN AND FREE OF DEBRIS AND DUST DAILY. EWC ELECTRIC WATER COOLER VERT VERTICAL Z 7m V , UJ BUILDING AND FIRE CODES. SEE ELECTRICAL SHEET FOR LOCATION OF EP ELECTRICAL PANEL NG NATURAL GRADE VG VERTICAL GRAIN n/ EXIT SIGNS AND EMERGENCY EXIT LIGHTING. PROVIDE EXIT PATH 53. GC TO LABEL PANEL DIRECTORIES IN ELECTRICAL CABINETS. ELEV ELEVATION (N) NEW VEST VESTIBULE r , uu.� LIGHTING WITH A VALUE OF 1 FOOT CANDLE POWERED FROM A EVTR ELEVATOR NOM NOMINAL VCT VINYL COMPOSITION TILE v SEPARATE CIRCUIT AND SEPARATE SOURCES, MINIMUM AT WALKING 54. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND EMER EMERGENCY N NORTH VCP VITREOUS CLAY PIPE = O SURFACE. ILLUMINATED EXIT SIGNS SHALL BE PER SECTION1011 OF THE UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION EQ EQUAL NIC NOT IN CONTRACT WSCT WAINSCOT 2019 CBC. MEANS OF EGRESS ILLUMINATION SHALL BE PER SECTION FACILITIES (POWER POLES, PULL-BOXES,TRANSFORMERS,VAULTS, EQUIP EQUIPMENT NTS NOT TO SCALE INC WATER CLOSET V / r� 1006 OF THE 2019 CBC. PUMPS,VALVES, METERS,APPURTENANCES, ETC.)OR TO THE LOCATION ETC ETCETERA #, NO NUMBER WH WATER HEATER < < O ( T OF HOOK-UP.THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF EXH EXHAUST WR WATER RESISTANT V 15. ALL PRODUCTS SHALL BE INSTALLED PER MANUFACTURER'S ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE (E) EXISTING OBS OBSCURE WP WATERPROOF V) RECOMMENDATIONS. PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS EXP EXPANSION OC ON CENTER WT WEIGHT AND/OR ADDITIONAL EXPENSES. EJ EXPANSION JOINT OPNG OPENING WWM WELDED WIRE MESH M 16. DO NOT USE CADMIUM OR CADMIUM PLATED PRODUCTS OR PRODUCTS EXT EXTERIOR OPP OPPOSITE W WEST CONTAINING CADMIUM FOR WORK IN PLACE. 55. GC/CONTRACTORS SHALL COORDINATE WITH THE JURISDICTION(S) OD OUTSIDE DIAMETER WF WIDE FLANGE HAVING AUTHORITY, ALL WORK AND PERMITTING FOR WORK INDICATED FOC FACE OF CONCRETE OA OVERALL WOW WINDOW 17. DO NOT USE ASBESTOS OR ASBESTOS CONTAINING PRODUCTS FOR IN THE PLANS WHICH IS LOCATED IN THE PUBLIC RIGHT OF WAY. FOF FACE OF FINISH OFD OVERFLOW DRAIN W/ WITH WORK IN PLACE. CONTRACTOR SHALL NOT CUT, DRILL, REMOVE, OR FOM FACE OF MASONRY OFS OVERFLOW SCUPPER W/O WITHOUT OTHERWISE DISTURB ANY MATERIAL, EQUIPMENT, CONSTRUCTION, 56. ALL JOINTS, PENETRATIONS AND OTHER OPENINGS IN BUILDING FOS FACE OF STUD OFCI OWNER FURNISHED WD WOOD Consultants ETC., IF IT IS THOUGHT TO CONTAIN ANY HAZARDOUS MATERIAL. IF ENVELOPE THAT ARE POTENTIAL SOURCES OF AIR LEAKAGE SHALL BE FT FEET OR FOOT CONTRACTOR MATERIAL, EQUIPMENT, CONSTRUCTION, ETC., IS ENCOUNTERED THAT CAULKED, GASKETED,WEATHER-STRIPPED OR OTHERWISE SEALED TO FRP FIBERGLASS REINFORCED PLASTIC INSTALLED APPEARS TO, OR IS LIKELY TO CONTAIN HAZARDOUS MATERIALS, LIMIT INFILTRATION AND EXFILTRATION. FIN FINISH OFOI OWNER FURNISHED NOTIFY OWNER IMMEDIATELY. FF FINISH FLOOR OWNER INSTALLED 57. SUMITTALS THAT DO NOT PROVIDE ADEQUATE DATA FOR THE PRODUCT FG FINISH GRADE 18. ELECTRICAL EQUIPMENT SHALL BE CERTIFIED AS CONTAINING NO PCB'S. EVALUATION WILL NOT BE CONSIDERED. FA FIRE ALARM PG PAGE FE FIRE EXTINGUISHER PR PAIR 19. ALL DIMENSIONS SHALL HAVE PREFERENCE OVER SCALE. ALL 58. GC SHALL PROVIDE WRITTEN WARRANTIES FOR ALL PRODUCTS, FEC FIRE EXTINGUISHER CABINET PTD PAINTED DIMENSIONS TO FACE OF MASONRY. CENTER LINE OF STRUCTURAL MATERIALS AND SYSTEMS.WARRANTIES SHALL NOT DEPRIVE THE FHC FIRE HOSE CABINET PNL PANEL STEEL, FACE OF STUD WALL, CEILING HEIGHT DIMENSIONS ARE FROM OWNER OF OTHER RIGHTS THE OWNER MAY HAVE UNDER OTHER FIXT FIXTURE PTD PAPER TOWEL DISPENSER FINISH FLOOR SLAB TO FINISH FACE OF CEILING,TYP. U.O.N.-ALL PROVISIONS OF THE CONTRACT DOCUMENTS AND WILL BE IN ADDITION MASONRY DIMENSIONS INDICATED ARE NOMINAL DIMENSIONS. TO AND RUN CONCURRENT WITH OTHER WARRANTIES MADE BY THE CONTRACTOR UNDER THE REQUIREMENTS OF THE CONTRACT 20. ALL LEGAL EXIT DOORS INDICATED ON THE PLANS SHALL BE OPERABLE DOCUMENTS. FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND SHALL BE LABELED, "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" IN BLOCK LETTERS A MINIMUM OF 1 INCH HIGH ON A SPECIAL LOCKING DEVICE SHALL BE OF Seal AN APPROVED TYPE. FLUSH BOLTS OR SURFACE BOLTS ARE NOT ARE p ARC ALLOWED. MAXIMUM EFFORT TO OPERATE DOORS, 5 LBS. FOR INTERIOR y DOORS AND 15 LBS. FOR FIRE RATED DOORS. C JOEL R. 21. EXIT SIGNS SHALL BE PROVIDED AT ALL EXITS AS REQUIRED BY CODE. CHAPIN n Q ALL DOOR SWINGS SERVING AN OCCUPANT LOAD OF 50 OR GREATER SACRAMENTO,CA SHALL SWING IN THE DIRECTION OF EXIT. N 13075 = .\ O 22. WHERE EXIT DOORS SWING OUT OVER A LANDING, THE LANDING SHALL 9 �O NOT BE MORE THAN 1/4"BELOW THE THRESHOLD. O�L 23. NO ADDITIONAL ROOF OPENING OR ROOF MOUNTED EQUIPMENT ARE ALLOWED BEYOND THAT WHICH IS SHOWN ON THESE PLANS,WITHOUT WRITTEN CONSENT OF THE OWNER. 24. CONTRACTOR SHALL COORDINATE LOCATION OF BLOCKING, ETC. REQUIRED FOR ATTACHMENT OF FINISH WORK SUCH AS BATHROOM ACCESSORIES, OVERHEAD CABINETS, ETC. PRIOR TO INSTALLATION OF GYP. BD. 25. PERMITS-GENERAL CONTRACTOR TO APPLY FOR AND SECURE BUILDING PERMITS INCLUDING ELECTRICAL, MECHANICAL, PLUMBING, NORR AND PAY ALL FEES AND DEPOSITS NECESSARY FOR PLAN CHECK PURPOSES. GC TO PROVIDE ALL PERTINENT INFORMATION REQUIRED BY THE JURISDICTION(S)HAVING AUTHORITY AS PART OF THE PERMITTING PROCESS. COORDINATE WITH AOR AS NECESSARY. ALL PERMITS AND FEES SHALL BE REIMBURSED TO THE GC BY OWNER. 26. THE TERM"PROVIDE"AS USED HEREIN SHALL MEAN THAT THE Sacramento, Alhambra B 95 Suite 100 CONTRACTOR SHALL PURCHASE AND INSTALL THE SUBJECT ITEM, Sacramento, 10 95816 USA (916) 930- MATERIALS AND LABOR TO BE INCLUDED. www.norr.com 27. GC SHALL PROVIDE STORAGE CONTAINER FOR ALL CONSTRUCTION MATERIALS.ALL CONSTRUCTION MATERIAL TO BE KEPT IN THIS CONTAINER. NO ITEMS SHALL BE STORED IN THE PARKING LOT. GC SHALL VERIFY WITH JURISDICTION HAVING AUTHORITY IF SPECIAL Project Manager Drawn PERMIT IS REQUIRED FOR ON-SITE STORAGE CONTAINER. SYMBOLS VICINITY MAP R. DEUTSCH A. WARA 28. GC SHALL PROVIDE DUMPSTERS FOR ALL DEMOLITION/SCRAP& Project Leader Checked SEPARATED RECYCLABLE MATERIAL. A J. CHAPIN J. CHAPIN 29. GC SHALL PROVIDE AND BE RESPONSIBLE FOR ALL SUBCONTRACTOR BUILDING SECTION COLUMN INDICATION EQUIPMENT/ _ _ * Client TRADES. - : ' 1 SECTION NUMBER ) _ _ f+ APPLIANCE INDICATION 30. CONSTRUCTION SHALL TAKE PLACE IN A LIVE ENVIRONMENT AND AT NO A4 SHEET NUMBER TIME SHALL PEDESTRIANS BE ROUTED OVER CONSTRUCTION RELATED 1a MATERIALS.ALL WORK DURING BUSINESS HOURS SHALL BE PROPERLYI #�� WALL TYPE INDICATION BARRICADED OFF FOR PEDESTRIAN AND TENANT PROTECTION. x WALL SECTION KEYNOTE INDICATION WALL TYPE 31. REPAINT ONLY AS REQUIRED FOR PATCHING OUTSIDE OF PROJECT 1 SECTION NUMBER / l t T KEYNOTE NUMBER " AREA. SHEET NUMBER / as � A4 DOOR INDICATION FINISH INDICATION Y _ °� ` ` Drawing Title 32. CLEAN ALL LUMINAIRES THAT WILL REMAIN AND RE-LAMP AS NEEDED. 333 DOOR NUMBER OR TYPE FINISH TYPE SHEET INDEX, GENERAL 33. ALL NEW LUMINAIRES AND LAMPS SHALL BE PROVIDED BY THE GC. EXTERIOR ELEVATION WINDOW INDICATION NOTES AND SYMBOLS 1 ELEVATION NUMBER �C WINDOW TYPE MATCH LINE : s 34. NEW AND EXISTING ILLUMINATED EXIT SIGNS WITHIN THE SCOPE OF A4 SHEET NUMBER S- SHADED _ Y WORK SHALL MEET THE REQUIREMENTS OF C.B.C., SECTION 1013. SIDE PORTION DETION IS THE -_ ROOM ROOM NAME .. 35. GC RESPONSIBLE FOR REMOVAL, DISPOSAL AND RECYCLE OF 1 NAME ROOM NAME CONSIDERED ss h "'=" *' r DEMOLITION AND CONSTRUCTION MATERIAL DEBRIS. 101ROOM NUMBERm a t. INTERIOR ELEVATION , tri � �t �,I ! Check Scale (may be photo reduced) 1 VIEW NUMBER 1 " 11!WWI 0 l inch 0 1 omm 36. GC SHALL DEVELOP TIME AND ACTION PLAN AND PROVIDE TO OWNER. 4 SHEET NUMBER EL +125'-0" REVISION °' `� GC SHALL REVIEW ALL PERMITTED DOCUMENTS FOR HANDWRITTEN A4 HIGH POINT �t �` WALL NUMBER VERTICAL ELEVATION ' COMMENTS OR OTHER CONDITIONS OF APPROVAL. NOTIFY CLIENT OF // + Project No. ANY COMMENTS WHICH RESULT IN CHANGES TO PROJECT SCOPE. 3 / HIGH POINT V JCSR21 -0014 DETAIL INDICATION I 1 DETAIL NUMBER NORTH ARROW Drawing No. A4 SHEET NUMBER � ' , G 0 . r North North PATH AND FILENAME: P:\RETAILULL\ATM CAP-ADD\JCSR21-0014 - BOFA - CAP-ADD - OR WASH SQ\500-DELIV\ARCH_PROD\SHEETS\02_G0.00 GENERAL INFO.DWG PLOTSYLE TABLE: NORR Sacramento.ctb PLOT DATE:June 21, 2021 TIME: 12:23 PM KEYNOTES SITE PLAN GENERAL NOTES DATE ISSUED FOR REV EE O EXISTING PARKING TO REMAIN. 1. SITE CONDITIONS MAY NOT HAVE BEEN FULLY FIELD VERIFIED.CONTRACTOR TO INFORM ARCHITECT OF ANY 4/9/2021 PERMIT SUBMISSION DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS BEFORE AND DURING CONSTRUCTION. O EXISTING CONCRETE WALKS TO REMAIN. ALL FIELD CHANGES MUST BE APPROVED BY THE ARCHITECT. 0 X O EXISTING PLANTER TO REMAIN. 2. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION,DETAILS,AND NOTES. E E O EXISTING AC PAVING TO REMAIN. 3. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION,DETAILS,AND NOTES. OEXISTING BUILDING TO REMAIN. 4. CONTRACTOR SHALL COORDINATE WITH TENANTS SECURITY FOR THE PROVISION OR RELOCATION OF SECURITY CAMERAS.FIELD COORDINATE LOCATIONS WITH OPERATORS SECURITY VENDOR.PROVIDE ALL x O EXISTING ACCESSIBLE PARKING TO REMAIN. POWER AND DATA RUNS AS REQUIRED.PATCH EXISTING FINISHES IN KIND WHEN RELOCATING EQUIPMENT, OEXISTING ELECTRICAL PANEL LOCATION. SEE ELECTRICAL, 5. NEW CONCRETE PAVING SHALL HAVE CONTROL,EXPANSION,AND CONSTRUCTION JOINTS PER INDUSTRY w STANDARD DIMENSIONS TO REDUCE AND CONTROL CRACKS.SEE CIVIL DRAWINGS. O EXISTING NETWORK/DATA TERMINAL LOCATION.SEE ELECTRICAL. 6. ALL SITE IMPROVEMENTS OUTSIDE AREA OF WORK ARE EXISTING AND ARE TO REMAIN.FIELD VERIFY a O EXISTING MONUMENT SIGNAGE TO REMAIN.PROTECT IN PLACE. CONFIGURATION AS REQUIRED PRIOR TO PROCEEDING WITH SCOPE OF WORK AS DEFINED BY CIVIL. _- O SwwASHINGtpNSQUARERO 10 REMOVE REMAIN. ANDCIVIL. EXISTING LIGHT FIXTURE AND PROVIDE NEW LIGHT FIXTURE AS SCHEDULED.SEE ELECTRICAL 8. EXISTING LANDSCAPING 0 REMAIN UNLESS OTHERWISE NOTED. EXISTING PROP 11 TRIM TREE UP TO 16'-0"AND AWAY FROM LIGHT FIXTURE TO ENSURE THAT IT DOES NOT INTERFERE ERN LINE WITH INTENDED ILLUMINATION. 9. EXISTING CONCRETE WALKS TO REMAIN. 12 NOT USED.O 10. CONTRACTOR TO COORDINATE WITH TENANT AND LANDLORD FOR LOCATION OF CONSTRUCTION PARKING.O NORR ASSOCIATES INC. AND THE UNDERSIGNING 5 13 TRIM LANDSCAPING DOWN TO 36°. 11. CONTRACTOR TO COORDINATE WITH TENANT AND LANDLORD FOR DELIVERY AND REMOVAL OF LICENSED PROFESSIONALS DO NOT REPRESENT THAT THESE PLANS AND SPECIFICATIONS ARE CONSTRUCTION MATERIALS AND WASTE.CONTRACTOR TO FOLLOW ALL LOCAL,STATE AND FEDERAL SUITABLE FOR ANY OTHER CLIENT AND/OR SITE 14 EXISTING BUILDING COLUMN TO REMAIN.PROTECT IN PLACE.TOUCH UP PAINT AS REQUIRED. REQUIREMENTS,ORDINANCES,AND LAWS. OTHER THAN THE ONE DENOTED. NORR O O 15 EXISTING ROOF OVERHANG TO REMAIN.ENSURE MIN 36"OF COVER MEASURED FROM FACE OF NEW 12. COORDINATE ALL SIGNAGE SPECIFICATIONS WITH JANE COMINS McCORD ASSOCIATES INC. AND THE UNDERSIGNING 2 ATM. LICENSED PROFESSIONAL DISCLAIMS RESPONSIBILITY a a a a O 13. CONTRACTOR SHALL TAKE CARE WHEN DEMOLISHING OR REMOVING PAVING SO AS TO NOT COMPROMISE FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE 16 REMOVE PORTION OF EXISTING ISLAND AS REQUIRED TO ACCOMMODATE NEW WORK.SEE CIVIL. EXISTING UNDERGROUND UTILITIES THAT MAY BE PRESENT.NORR HAS NO KNOWLEDGE OF BELOW GRADE USED IN WHOLE OR IN PART BY ANOTHER CLIENT Om 13 IMPROVEMENTS.CONTRACTOR TO CONTACT LOCAL JURISDICTION AS REQUIRED FOR MARKING OF OR AT ANY OTHER SITE. 17®®® REMOVE THE EXISTING PNEUMATICNACUUM AIR TUBE EQUIPMENT AS REQUIRED TO ACCOMMODATE UNDERGROUND UTILITIES PRIOR TO EXCAVATION,TRENCHING,DIGGING AND OTHER EARTHWORK.O \ \ \ NEW WORK AS SCHEDULED.EXISTING UNDERGROUND TUBES TO BE SEVERED AND CAPPED IN PLACE NOTIFY ARCHITECT AND PJM IF ANY ARE UNCOVERED PRIOR TO PROCEEDING WITH NEW WORK. THIS DRAWING IS NOT FINAL OR TO BE USED FOR UNLESS OTHERWISE NOTED OR RE-PURPOSED FOR DATA OR ELECTRICAL PATHWAYS.PATCH PAVING CONSTRUCTION UNTIL SIGNED BY THE LICENSED 3 AS REQUIRED. PROFESSIONALS. z � O 14. CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL FROM THE PJM AND FCAM PRIOR TO BEGINNING ANY EXISTING BANK WORK THAT REQUIRES THE TEMPORARY STOPPAGE OF BUILDING UTILITIES OR THAT WOULD OTHERWISE 8 OF AMERICA 18 REMOVE EXISTING BOLLARDS AS REQUIRED TO ACCOMMODATE NEW WORK SEE CIVIL. IMPEDE NORMAL BUSINESS OPERATIONS. ALL DRAWINGS AND WRITTEN MATERIAL 6 w ASSOCIATED WITH THIS PROJECT CONSTITUTE THE 0 9 O 19 REMOVE PORTION OF EXISTING AC PAVING AS REQUIRED TO ACCOMMODATE NEW WORK,SEE CIVIL. 15. CONTRACTOR SHALL FOLLOW ALL LOCAL GUIDELINES RELATED TO TREE REMOVAL AND PRUNING. ORIGINAL AND UNPUBLISHED WORK OF NORR a 13 ASSOCIATES INC. AND THE SAME MAY NOT BE z o I 20 REMOVE EXISTING LANE OPEN/CLOSED SIGN IF NOT COMPLIANT WITH CURRENT BANK STANDARDS. 16.THE CONTRACTOR SHALL CONFORM TO LOCAL,STATE AND FEDERAL CODES,RULES AND REGULATIONS AND DUPLICATED, USED OR DISCLOSED WITHOUT THE Ln O . W 13 1 PREPARE CANOPY FOR INSTALLATION OF NEW BANK STANDARD SIGN.SET LANE OPEN/CLOSED ORDINANCES FOR PROTECTION OF WORKERS, THE PUBLIC,PROPERTY,AND PROVIDE,INSTALL AND MAINTAIN WRITTEN CONSENT OF NORR ASSOCIATES INC. x Q O INDICATOR STATUS PER FCAM DIRECTION IF EXISTING SIGNAGE REMAINS. BARRICADES. w � 2 I 21 REMOVE EXISTING CURB AS NEEDED TO EXTEND CURRENT LANE TO MEET 8'-0"MINIMUM LANE WIDTH. IT THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR MAINTAINING ALL NECESSARY SERVICES Project SEE CIVIL. TO REMAINING ADJACENT BUILDINGS OR PORTIONS OF BUILDINGS NOT IN SCOPE OF WORK. 22 FIELD COORDINATE LOCATION AND FUNCTION OF EXISTING SECURITY EQUIPMENT.COORDINATE WITH 18. THE CONTRACTOR SHALL PROVIDE ALL PERMITS,TRASH CHUTES AND DUMPSTERS AS REQUIRED. LANE i ( -; BANK VENDOR FOR THE RELOCATION OF EQUIPMENT TO SUIT NEW WORK. W 19..OBTAIN AND FOLLOW ALL LOCAL JURISDICTION AIR QUALITY PROCEDURES DURING DEMOLITION. z LANE 2 I ( 10 ? 23 PROVIDE CONCRETE ISLAND TO MATCH BANK STANDARD CONFIGURATION.SEE 1/A1.10 AND CIVIL. 20. COMPLETELY PROTECT EXISTING BUILDING,ADJACENT BUILDINGS AND OFF-SITE BUILDINGS AND PROPERTY O O Li V ( 13 13 24 PROVIDE NEW ATM MODEL DIEBOLD 7790.SEE 5/A1.10 AND ELECTRICAL.INSTALL PER MANU AT ALL TIMES FROM DUST,DIRT, MOISTURE AND DEMOLITION OPERATIONS RESULTING FROM THIS WORK. C`' Iw REQUIREMENTS. REPAIR DAMAGE TO SATISFACTION OF THE ARCHITECT AND AT NO ADDITIONAL COST TO THE OWNER. a O w O I^i PROVIDE NEW SURFACE MOUNT LIGHT FIXTURE AS SCHEDULED.SEE ELECTRICAL. 21.TRAFFIC:PERFORM DEMOLITION AND CLEAN UP TO ENSURE MINIMUM INTERFERENCE WITH ROADS,STREETS, lN) u Q a V 1 � z WALKS,AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. Ou~ 26 PROVIDE NEW LANE OPERATION INDICATOR ITEM 49 PER BANK STANDARD MODEL DIEBOLD TCL7181F D z 1 O w EXISTING IS NON CONFORMING OR OTHERWISE COMPROMISED.SET LANE OPENICLOSED INDICATOR 22.ENSURE SAFE PASSAGE OF PERSONS AROUND AREA OF DEMOLITION. CONDUCT OPERATIONS TO PREVENT ! /'1 1g STATUS PER FCAM DIRECTION.SEE ELECTRICAL. INJURY TO ADJACENT BUILDINGS,STRUCTURES,OTHER FACILITIES,AND PERSONS.ERECT TEMPORARY V � Q COVERED PASSAGEWAYS AS REQUIRED. LIJ 27 MAINTAIN MIN 8'-0"WIDE LANE WIDTH.LANE WIDTH OF 8'-6"IS IDEAL.SEE CIVIL DRAWINGS. 2 DEMO NE3 23. FIELD VERIFY EXTENT OF DEMOLITION NEAR BUILDING SHOWN TO REMAIN. PROVIDE ALL DEMOLITION AS z > V W / 28 PROVIDE NEW PAINTED LANE MARKING AS REQUIRED TO ACCOMMODATE NEW WORK.SEE CIVIL. REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. REMOVE EXISTING WORK AS INDICATED AND AS REQUIRED ^ L ( q )J I ( ) r p AT INTERIOR LOCATIONS WERE VAT SYSTEM IS REMOVED AND EXISTING UNDERGROUND TUBES TO BE FOR INSTALLATION OF NEW WORK. OSEVERED AND CAPPED IN PLACE UNLESS OTHERWISE NOTED OR RE-PURPOSED FOR DATA OR 24. DO NOT BEGIN ANY DEMOLITION WORK UNTIL EXISTING AREAS TO REMAIN HAVE BEEN PROPERLY PREPARED 3 ELECTRICAL PATHWAYS,OR POWER AND DATA TO NEW ATM IS RUN,PROVIDE PATCHING OR REPAIR OF AND SUPPORTED,AND FACILITIES FOR PROTECTION OF EXISTING BUILDING AND EQUIPMENT HAVE BEEN ALL FINISHES AND CONSTRUCTION TO MATCH EXISTING.FIELD VERIFY EXTENT OF PATCHING REQUIRED COMPLETED. `� w _ EXISTING PROPERTY LINE 3 J WITH PJM. V 5 O 3 25. EXECUTE DEMOLITION WORK TO INSURE EXISTING REMAINING BUILDINGS OR PORTIONS OF BUILDINGS, r L /^ n 30 TRENCH AS REQUIRED TO RUN POWER AND DATA TO NEW ATM.FIELD VERIFY PATHWAY.SEE CIVIL FOR APPURTENANCES,AND PROPERTY AGAINST DAMAGE WHICH MIGHT OCCUR FROM ANY OPERATION OF THE LU Jv� PATCHING OF EXISTING PAVING. DEMOLITION WORK. 31 PROVIDE NEW CURB TO MEET 8'-0"MINIMUM LANE WIDTH.SEE CIVIL. 26.EXISTING UTILITIES:PROTECT ACTIVE UTILITY LINES THAT ARE TO REMAIN. REPAIR OR REPLACE ANY SUCH U �� Q UTILITIES DAMAGED BY THIS WORK AT NO ADDITIONAL COST TO OWNER. O 27.LOCATE AND DISCONNECT ALL MAIN UTILITIES WITHIN DEMOLITION AREA. Z t•� 28.CLEARLY LABEL CONNECTION POINT OUTSIDE OF CONSTRUCTION AREA. 1< Q O r�/� 29.PROVIDE SHORING,BRACING,OR SUPPORT TO PREVENT MOVEMENT,SETTLEMENT,OR COLLAPSE OF (:er-- v j STRUCTURES TO BE DEMOLISHED,AND ADJACENT FACILITIES TO REMAIN. > M SITE PLAN N o t h 30.MATERIAL IDENTIFIED FOR REMOVAL FOR REUSE SHALL BE CAREFULLY REMOVED TO PREVENT DAMAGE,AND ■ 1 STORED IN A PROTECTED AND SECURE LOCATION ON SITE OR AT FACILITIES PROVIDED BY THE CONTRACTOR SCALE: 1" = 20'-O" UNTIL NEEDED. CONTRACTOR SHALL REMOVE,STORE AND IDENTIFY,AS REQUIRED FOR REINSTALLATION,ALL FASTENERS,CONNECTORS,SUPPORTS,BACKINGS,ACCESSORIES,ETC.ASSOCIATED WITH MATERIAL IDENTIFIED FOR REUSE Consultants 30. PROCEED WITH DEMOLITION IN A SYSTEMATIC MANNER. 31.PROMPTLY REPAIR DAMAGES CAUSED BY THIS WORK TO THE SATISFACTION OF THE ARCHITECT AT NO ADDITIONAL COST TO OWNER. 32.SAW CUT,BREAK UP AND REMOVE CONCRETE SLABS AND PAVING AS REQUIRED TO ACCOMMODATE NEW WORK. 33.SEPARATION BETWEEN WORK TO BE REMOVED AND WORK TO REMAIN SHALL PRESENT AN EVEN,STRAIGHT LINE AND SMOOTH SURFACE WHEN PORTION TO BE DEMOLISHED IS REMOVED. 34. REMOVE FROM SITE DEBRIS,RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATION AND LEGALLY DISPOSE OFF OF SITE. 35. CLEAN UP AND LEAVE THE EXISTING WORK IN A CONDITION READY TO PROCEED WITH THE REMAINING WORK 36. SALE OF REMOVED ITEMS OR STORAGE OF REMOVED ITEMS NOT SCHEDULED FOR REUSE OR FOR RETURN Seal TO THE OWNER WILL NOT BE PERMITTED ON SITE. ED ARO 29 37, MATERIAL REMOVED DURING DEMOLITION SHALL BE REVIEWED BY OWNER,WHO MAY RETAIN ANY OF THE 5�� 13 13 13 O O MATERIAL WITH NO CHANGE TO THE CONTRACT TIME OR CONTRACT AMOUNT.THE OWNER WILL REMOVE AT HIS ti JOEL R. T _ - OWN EXPENSE ANY RETAINED DEMOLISHED MATERIAL.THE CONTRACTOR SHALL LEGALLY DISPOSE OF r4J CHAPIN c z _ REMAINING MATERIAL OFF SITE. SACRAMENTO,CA -- - - - -__ 38. CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE CURRENT BANK OF AMERICA STANDARDS PRIOR N 13075 2 14 14 14 I =t 14 I TO CONSTRUCTION. 9T �� 39. SEE CLIENT SPECIFIC NOTES AND SUPPLEMENTAL INSTRUCTIONS TO GC ON SHEET A1.10 FOR ADDITIONAL O� INSTRUCTIONS. ex-29.2' 40. ATM MODEL SPECIFIED BY THE BANK STORE DESIGN SHALL CONFORM TO ALL LOCAL AND FEDERAL CODES 19 I I @ 30 I INCLUDING THE ACCESSIBILITY PROVISIONS OF THE 2010 ADA.FOLLOW ALL MANUFACTURER'S WRITTEN DIRECTIONS FOR INSTALLATION,CONNECTION,AND SET UP PROCEDURES TO MAINTAIN COMPLIANCE WITH ALL 2l CODES. 17 R . NORR --- - -------- t --- ----------------- ------------- ------------------- I 24 1631 Alhambra Blvd, Sac Sacramento, te 00 USA 25 (916) 930-0210 www.norr.com 2�p I I 26 I 2l 22 I 15 , (�7qS k Z Project Manager Drawn 21 I O 14 14 14 14 / CTO t 1 R. DEUTSCH A. WARA -�- -------- ---------- ------------- ----------- Project Leader Checked - - ----------------------------------- -------------------------- � --r RID ' J. CHAPIN J. CHAPIN +erg 13 �i�� 0 ` . hent - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - -J OF WORK : T- i 26,_1@„ 21 26,_10 31 r �, CC01"a� Drawing Title SITE PLAN *: Check Scale (may be photo reduced) tom ' 0 linch 0 lOmm N. Project No. JCSR21 -0014 o ENLARGED DEMOLITION PLAN 4 , ENLARGED SITE PLAN ' , SATELLITE VIEW 4 , Drawing No. Nrth North North 1 2 - 3 4 A SCALE: 1/4" = 1'-0" SCALE: i/4" = 1'-0" SCALE: NONE ■ o o PATH AND FILENAME: P:\RETAIL\JLL\ATM CAP-ADD\JCSR21-0014 - BOFA - CAP-ADD - OR WASH SQ\500-DELIV\ARCH_PROD\SHEETS\A1.00 SITE PLAN.DWG PLOTSYLE TABLE: ---- PLOT DATE:June 21, 2021 TIME: 12:24 PM a 0 CLIENT SPECIFIC NOTES DATE ISSUED FOR REV E 1.BEFORE COMMENCING WORK THE GENERAL CONTRACTOR SHALL SUBMIT AN ITEMIZED COST 4'-0^ STANDARD NEXT GENERATION PAD/PIT DETAIL 4/9/2021 PERMIT SUBMISSION rE BREAKDOWN OF ALL SCOPE ITEMS AND A CONSTRUCTION SCHEDULE TO THE BANK OF AMERICA PROJECT5" 0 T-2" 5" tD MANAGER AND THE ARCHITECT. WORK SHALL BE SCHEDULED TO MEET BANK OF AMERICA REQUIREMENTS. Z LAYOUT BASED ON BANK OF AMERICA E 2. ALL WORK DESCRIBED OR INDICATED IN THESE DOCUMENTS AND ALL WORK DEPENDENT UPON OR 2"CHAMFER ON TOP PIT FOR HT=+48" UNIVERSAL FLOATING ISLAND. E NECESSARY TO COMPLETE THIS WORK SHALL BE EXECUTED IN A WORKMAN-LIKE MANNER CONSISTENT WITH EDGE OF PAD(TYP.) BOLLARD#1* THE BEST STANDARDS OF THE TRADE,ITEMS AND MATERIALS USED SHALL BE SUITED FOR THE INTENDED HT- +48" THIS IS A BANK APPROVED PIT DETAIL THAT PURPOSE. ACCOMMODATES: ti CONCRETE ISLAND - - DIEBOLD 7790, DIEBOLD 750, NCR 6688, NCR X 3. TRADESMEN,CRAFTSMEN,INSTALLERS,FOREMEN AND SUPERVISORS ARE TO BE SKILLED,EXPERIENCED (MAX.4"HIGH) 6638, NHA 78001(UL291 &CENt)DRIVE-UP ATMs, o AND LICENSED IF REQUIRED IN THE WORK THEY WILL BE PERFORMING. rt - - - ! -- - AS WELL DIEBOLD 858,AND NCR 6638 ATAs. 4. PROJECT CONSTRUCTION ITEMS TO BE NEW,UNLESS NOTED OTHERWISE. NO SUBSTITUTIONS WILL BE LOCATE BAR @ EACH cfl NOTE:THIS DIAGRAM IS INTENDED FOR \ / I = ALLOWED UNLESS COMPLETE DESCRIPTIONS,DRAWINGS,TEST DATA,SAMPLES,COST AND SCHEDULED \ PHYSICAL SITE PREPARATION. FOR J SIDE OF OPENING,TYP. ) ( I ) CHANGES ARE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE ARCHITECT PRIOR TO _ ELECTRICAL AND CABLING REQUIREMENTS, Q INSTALLATION.ANY ITEMS NOTED ON THE DRAWINGS THAT ARE NOT AVAILABLE OR WOULD CAUSE A TIME I - r ) REFER TO DEVICE OUT-SHEETS. DELAY SHALL BE IDENTIFIED BY THE GENERAL CONTRACTOR AND THE ARCHITECT SHALL BE NOTIFIED. ATM MODEL AS SPECIFIED, ( I I I \ VERIFY DIMENSIONS AND BOLLARD#1 -6"DIA. X 48"H ABOVE) 5. TYPICAL DETAILS AND GENERAL NOTES SHALL BE USED WHENEVER APPLICABLE U.N.O.ALL SYMBOLS AND CONFIG. WITH MANU. \ ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF CONTRACTOR BOLLARD#2-6"DIA. X 48"H (ABOVE) HAS ANY QUESTIONS REGARDING THE SAME OR EXACT MEANING,ARCHITECT SHALL BE NOTIFIED FOR SIDE OF OPERATION Z NOTE: IF NHA 78001 (CEN 1) CLARIFICATION. I `. BOLLARD MUST BE 4"DIA X 48"H (ABOVE) LL I 6. PROVIDE SHOP DRAWINGS WHERE INDICATED AND FOR ALL METAL FABRICATION OR WHERE NOTED ON 0 - } C`+ BOLLARD#3-6" DIA.X 48"H (ABOVE) NORR ASSOCIATES INC. AND THE UNDERSIGNING THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL SUBMIT FIVE(5)SETS TO THE ARCHITECT WITH LICENSED PROFESSIONALS DO NOT REPRESENT AMPLE TIME TO REVIEW. REQUIRED CORRECTIONS WILL BE NOTED AND A COPY WILL BE RETURNED TO THE P LS CONTRACTOR. THE CONTRACTOR SHALL REVISE THE DRAWINGS AND RESUBMIT FOR FINAL APPROVAL 0 w Z '24" DEEP PIT BY G.C.-TO RECEIVE SECURITY THAT THESE PLANS AND SPECIFICATIONS ARE w > g PRIOR TO FABRICATION. � to BOLLARD TO BE INSTALLED BY BANK VENDOR SUITABLE FOR ANY OTHER CLIENT AND/OR SITE � o p o LL UPON INSTALLATION OF ATM. BANK VENDOR WILL OTHER THAN THE ONE DENOTED. NORR 7. CONTRACTOR TO SUBMIT SAMPLES OF ALL FINISH MATERIALS TO THE ARCHITECT FOR APPROVAL PRIOR \ O BACK-FILL PIT AFTER THE BOLLARD IS INSTALLED. ASSOCIATES INC. AND THE UNDERSIGNING TO INSTALLATION. Z LICENSED PROFESSIONAL DISCLAIMS RESPONSIBILITY \ w FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE W 8. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF AS-BUILT DRAWINGS NOTING DEVIATIONS BETWEEN �"-I w WHEN LOCATING BOLLARDS ALLOW SUFFICIENT USED IN WHOLE OR IN PART BY ANOTHER CLIENT WORKING SPACE FOR SERVICING THE AIR OR AT ANY OTHER SITE. THE DRAWINGS,THE ACTUAL FIELD CONDITIONS AND THE NEW CONSTRUCTION OF ALL TRADES.AS-BUILT RECESSED PIT TO RECEIVE IOf CONDITIONING UNIT. DRAWINGS SHALL BE DELIVERED TO BANK OF AMERICA AT THE END OF THE PROJECT. GENERAL ATM STUB-UP. COORDINATE I 1r/2" �, OLL CONTRACTOR SHALL PROVIDE ALL SUBCONTRACTORS WITH THE MOST CURRENT CONSTRUCTION W/VENDOR REQUIREMENTS. J UNRESTRICTIVE AIR FLOW IS REQUIRED ON THE THIS DRAWING IS NOT FINAL OR TO BE USED FOR DOCUMENTS THROUGHOUT THE PROJECT INCLUDING ALL REVISIONS. > CONSTRUCTION UNTIL SIGNED BY THE LICENSED I U RIGHT HAND SIDE OF THE NCR 6688 ATM.THERE PROFESSIONALS. W MUST BE NO OBSTRUCTION OF THE VENTS AT 9. CONTRACTOR TO NOTIFY ARCHITECT AND BANK OF AMERICA PROJECT MANAGER OF ALL REVISIONS TO THE DRAWINGS AND CHANGES TO THE SCOPE OF WORK OR SCHEDULE AS REQUIRED BY GOVERNING I ai ANY TIME. ALL DRAWINGS AND WRITTEN MATERIAL AGENCIES,FIELD CONDITIONS OR BANK OF AMERICA PERSONNEL REGARDLESS OF EXTENT. ALL REVISIONS IF A THIRD PARTY SURROUND/TOPPER IS ASSOCIATED WITH THIS PROJECT CONSTITUTE THE TO BE IN WRITING AS CHANGE ORDERS AND APPROVED PRIOR TO STARTING WORK. ) ORIGINAL AND UNPUBLISHED WORK OF NORR PROVIDED THEN EQUIVALENT VENTING OR HOT \ / I ASSOCIATES INC. AND THE SAME MAY NOT BE _ - _ h - - - - -( AIR EXTRACTION MUST BE INSTALLED WITHIN THE 10. CONTRACTOR TO VERIFY EXISTING STRUCTURAL CONDITIONS AND REQUIREMENTS OF NEW Y I I DUPLICATED, USED OR DISCLOSED WITHOUT THE CONSTRUCTION PRIOR TO START OF WORK, CONTRACTOR SHALL FURNISH ADEQUATE SHORING,BRACING, I - PIT HOR- � /\ I SURROUND7TOPPER. WRITTEN CONSENT OF NORR ASSOCIATES INC. ETC. AS REQUIRED TO SAFELY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR THE SAME,UNLESS PROVIDE#3 BARS @ 10"O.C. ( I BOLII.ARD#3 SPECIFICALLY DETAILED IN THE DRAWINGS. CONTRACTOR SHALL PROVIDE BLOCKING,BACKING,FRAMING, MAX TOP &BOTTOM (LAYOUT �, HANGERS,OR OTHER SUPPORTS AS NECESSARY FOR ALL FIXTURES,EQUIPMENT AND ALL OTHER ITEMS AS SHOWN IS APPROX., GC TO SEE CIVIL FOR ADDITIONAL INFO.I ( I I / \ NECESSARY. PROVIDE SHOP DRAWINGS)TYP. I i I - - - Project - T - - -� -r - - - - - - - 11. SITE AND BUILDING SHALL BE MAINTAINED IN A CLEAN,SAFE MANNER. DIRTY OR NOISY WORK SHALL BE 4 ( I W 5 "O.D. STEEL PIPE BOLLARD PERFORMED AT SUCH A TIME AS DIRECTED BY THE OWNER AND/OR CITY. ALL TRASH DEBRIS,SURPLUS W/HDPE SLEEVE. FILL PIPE WI - - - - MATERIAL,TOOLS AND EQUIPMENT TO BE REMOVED FROM THE SITE AND DISPOSED OF INA LEGAL MANNER. HT=+48" � L 7 OF 4. I CONCRETE-TYPICAL LEAVE PREMISES IN A CONDITION ACCEPTABLE TO BANK OF AMERICA OR OWNER. 1..L OF 4. z O O 12. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. WHERE EXISTING CONSTRUCTION, FINISHES OR EQUIPMENT IS DAMAGED BY WORK IN THIS CONTRACT,IT SHALL BE PATCHED,REPAIRED OR 5" T-2" 5" REPLACED AS REQUIRED TO MATCH EXISTING AT NO COST TO BANK OF AMERICA. V Q 13. THE LOCATION AND ELEVATIONS OF ALL WORK TO BE CONSTRUCTED IS SHOWN ON THE DRAWINGS. ( T UNLESS DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO CONSTRUCTION, v THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE PROPER LOCATION AND ELEVATIONS AS SHOWNI /'► z AND INTENDED. V � UJ 14. THE CONTRACTOR SHALL LAY-OUT THE WORK,ESTABLISH AND MAINTAIN NECESSARY MARKERS AND BE u o RESPONSIBLE FOR THE ACCURACY OF THE WORK. THE CONTRACTOR SHALL MARK,AS A GUIDE TO ALL z Ln d TRADES AND TO HIS SUBCONTRACTORS,THE EXACT LOCATIONS OF NEW OR REMODELED WORK WITH BANK STANDARD ISLAND DETAIL RESPECT TO ALL CHANGES TO EXISTING. O p 0"1" = V- 15, INSTALL AND APPLY ITEMS,MATERIALS,EQUIPMENT,FINISHES,ETC.INCLUDING THE PREPARATION OF SCALE: Q SURFACES IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED RECOMMENDATIONS AND INSTALLATION REQUIREMENTS. / 0 V O 16. PERTAINING TO EQUIPMENT:GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND NOTE: DIMENSIONS MAY VARY PER I ^ a RELOCATION OF ANY EXISTING EQUIPMENT OR CONSTRUCTION AS NECESSARY FOR A COMPLETE ACTUAL SITE CONDITIONS.THEY V , INSTALLATION. 76 SHALL NOT EXCEED DIMENSIONS SHOWN. / \ 17. ACCESS PANELS SHALL BE PROVIDED FOR ALL EQUIPMENT SWITCHES,VALVES AND OTHER CONTROL v DEVICES THAT ARE CONCEALED, EXACT LOCATIONS TO BE APPROVED BY ARCHITECT PRIOR TO UNIVERSAL ISLAND PER BANK = O INSTALLATION. STANDARDS. SEE CIVIL w A' 18. BESIDES GUARANTEES REQUIRED ELSEWHERE,THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A ANCHORS BY VENDOR, SUGGEST /r O ( T MINIMUM PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF WORK WITHOUT EXPENSE TO BANK OF HIGHEST OPERABLE PART IS THE USING;e < " DIA DEWALT POWERSTUD V AMERICA. GUARANTEE SHALL INCLUDE ANY WORK THAT MAY BE DISPLACED BY GENERAL CONTRACTOR'S RECEIPT PRINTER EXIT W/12"EMBED TYP. &8"EMBED AT WORK. REAR OF UNIT OR 4" DIA THREADED 19. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE o ATM MODEL AS SPECIFIED.VERIFY ROD W/HILTI HY-200 EPDXY, USE 8" W WORK. v CONF WITH MANU. EMBEDMENT TYP. SEE CIVIL PER PLAN 20. SUBMIT REQUESTS FOR SUBSTITUTIONS,REVISIONS,OR CHANGES TO ARCHITECT FOR REVIEW PRIOR TO o 2"CHAMFER,TYP. SEE CIVIL PURCHASE,FABRICATION OR INSTALLATION. 1/2"COMPRESSIBLE JOINT FILLER 8 8 SEE CIVIL Consultants 21. OWNER WILL PROVIDE WORK NOTED"BY OTHERS"OR"NIC"UNDER SEPARATE CONTRACT. CONTRACTOR - - - - _ - - - PAVING PER CIVIL SHALL INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION. - 6" c IN. 22. CONTRACTOR TO COORDINATE TELECOMMUNICATIONS,DATA AND SECURITY SYSTEM INSTALLATIONS. 3 is" 36 i'1:" f SUBGRADE PER CIVIL 23. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. REINF PER PLAN, HOOK ENDS TYP. SEE CIVIL 24. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT,CONSULT THE a ARCHITECT. O in 25. COORDINATE AND PROVIDE BLOCKING FOR ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS. DIBE0LD 7790 POSITIONING BANK STANDARD ISLAND SECTION 35. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CLEAN,BROOM SWEPT,FLOOR-COVERING-READY S 2 SUBSTRATES OR AS OTHERWISE REQUIRED BY FLOORING MANU. SCALE: 1/2" = 1,_O.. '-O" SCALE: 1" = 1'-0" 37. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR POST FLOORING INSTALLATION,PAINT TOUCH UP AND _ NORMAL POST CONSTRUCTION CLEAN UP AND JANITORIAL SERVICES INCLUDING VACUUMING OF CARPET / \ Seal AND CLEANING OF RESILIENT FLOORING. I 48" MIN. ISLAND WIDTH 6 HDPE BOLLARD SLEEVE PER BANK arc RE D ARC y � c, AIR INTAKE AND EXHAUST PER ATM STANDARDS. JOEL R. F 3'-238" MANU ¢ CHAPIN n 1'-3V16" 1'-51" PROVIDE CONCRETE FILLED PIPE SACRAMENTO,CA SUPPLEMENTAL INSTRUCTIONS TO GC BOLLARDS PER BANK STANDARD F N 13075 a ISLAND DETAIL. MAINTAIN MINIMUM Z 0 DISTANCES AS REQUIRED BY BANK -9 0 RENOVATIONS BEST PRACTICES-REDUCING RATE OF INDOOR AIR QUALITY COMPLAINTS AND 45Y STANDARDS AND AS SPECIFIED BY v F ESCALATIONS * ATM MANUFACTURER. ? CONCRETE FILLED BOLLARD PER Cy LSj-1 BACKGROUND: 3�4^8" `� f MINIMUM STANDARD AS SPECIFIED o PLAN FINANCIAL CENTER RENOVATION PROJECTS ARE HIGHLY COMPLEX DUE TO THE NEED TO REMAIN OPEN \ ( NOTE: DIMENSIONS SHOWN ARE �* WHILE MAJOR CONSTRUCTION IS CARRIED OUT.CONSTRUCTION WORK CAUSES VARIOUS TYPES OF 1 " v UNIVERSAL ISLAND PER BANK BY ATM MANUFACTURER. PROVIDE STANDARDS. INDOOR AIR QUALITY AND HOUSEKEEPING CHALLENGES DUE TO DUST,PARTICULATES AND NUISANCE v ODORS.SPECIAL MANAGEMENT PROTOCOLS ARE REQUIRED BY THE GENERAL CONTRACTOR AND \ DIMENSIONS PER BANK STANDARD 2"CHAMFER,TYP. FACILITY PARTNER THROUGHOUT THE PROJECT TO PREVENT AN ASSOCIATE AIR QUALITY COMPLAINT AND LL ISLAND DETAIL SEE 1/A1.10 AND _- - - _ - _ 00 � U I � I 1/2" COMPRESSIBLE JOINT FILLER " ENSURE THE SITE IS IN CLEAN,SAFE CONDITION READY FOR OPENING DURING NORMAL BUSINESS HOURS. cCIVIL. PAVING PER CIVIL BEST PRACTICES&CONSTRUCTION PROCESS TO BE IMPLEMENTED: ci 1.USAGE OF AIR SCRUBBERS: M POWER DATA PIT J I -SUBGRADE PER CIVIL -AIR SCRUBBERS ARE TO BE USED AT NIGHT DURING ALL INTERIOR CONSTRUCTION PERIODS. �fO 5y2" > 12" MIN DIAMETER CONCRETE NORR -SMALLER(QUIETER)UNITS SHOULD BE UTILIZED WITHIN ACTIVE BANKING AREAS DURING HEAVY \ - 3y2" ISLAND OPENING. RE: VA1.10w ( I FOOTING. SEE CIVIL CONSTRUCTION PERIODS DURING THE DAY. 25MM (1")OPENING IN TOP OF L J NOTE: CONTRACTOR SHALL FIELD -PLEASE REFER TO"AIR SCRUBBER SUPPLEMENTAL INFORMATION"DOCUMENT. TERMINAL FOR OWNER PROVIDED VERIFY BOLLARD FOOTING WILL 2.MES AND PROPERTY TEAM ENGAGEMENT: EXTERNAL LIGHTING AND SIGNAGE NOT COMPROMISE EXISTING 1631 Alhambra Blvd, Suite 100 AS NEEDED. UNDERGROUND IMPROVEMENTS. Sacramento,6) 930021 O 95816 USA TENGAGE MPLATE NDCHES AND KLISTTY TEAM OENSURET NG INITIAL EPROECTTEK,PAGETURN RSTAND THE RA MES HAS E 6 DIEBOLD 7790 BOLTS & CABLE ENTRY 3 BANK STANDARD BOLLARD DETAIL TEMPLATE AND CHECKLIST TO ENSURE THE PROJECT TEAM UNDERSTANDS THE OPERATION,CURRENT www.norr.com AND PROPOSED CONDITIONS FOR HVAC AND A TURN OVER TO GC DURING CONSTRUCTION. -TOPICS SUCH AS HVAC FILTER CHANGES(GC RESPONSIBILITY),RUNNING FANS 24X7(OVERRIDES OF IC3 SCALE: 1/2" = 1'-0" SCALE: 1" = 1'-O" AS NECESSARY)SHOULD ALSO BE DISCUSSED DURING PAGE REFER TO"PAGE TURN NOTES AND CHECKLIST-HVAC"DOCUMENT. Project Manager Drawn PROJECT TEAM EXPECTATIONS FOR CLEANLINESS AND PHYSICAL SEPARATION STANDARDS: ALARM CABLE-TO CONFORM TO NOTE: PROVIDE EITHER OF THE AFTER HOUR DEPOSITORY CABLING. R. DEUTSCH A. WARA GRADE A REQUIREMENTS, ALARM "SET EXPECTATIONS FOR GC PRIOR TO CONSTRUCTION START REGARDING IAQ AND CLEANLINESS. FOLLOWING FOR LOW-VOLTAGE ALARM CABLE-TO CONFORM TO J CABLE MUST BE HOME RUN FROM Project Leader Checked (INCLUDES COVERING EQUIPMENT FOR DUST,HVAC RESPONSIBILITY,ETC) THE ATM BACK TO THE ALARM CABLING (COMMS/ALARM/CAMERA): -SET EXPECTATIONS FOR NEED TO HAVE BANKING AREAS CLEAN AND READY FOR START OF BUSINESS CONTROL CABINET, FURNISHED AND -(2)2"CONDUITS GRADE A REQUIREMENTS,ALARM J.CHAPIN J.CHAPIN AND CLEAN THROUGHOUT DAY. -(1)3"CONDUIT CABLE MUST BE HOME RUN FROM -FOLLOW STANDARD FOR SEPARATION WALLS AND CLEANLINESS PROCEDURE DURING CONSTRUCTION INSTALLED BY SECURIGC.COTY VENDOR. THE ATM BACK TO THE ALARM Client REFER TO"STANDARDS FOR TEMPORARY CONSTRUCTION WALLS DURING RENOVATION PROJECTS" WITH OWNERS SECURITY VENDOR. CONTROL CABINET, FURNISHED AND DOCUMENT. INSTALLED BY GC. -FOLLOW ENVIRONMENTAL,HEALTH AND SAFETY COMPLIANCE CHECKLIST VIDEO SURVEILLANCE SYSTEM. VIDEO SURVEILLANCE SYSTEM VIDEO SURVEILLANCE SYSTEM COMMUNICATION TO CLIENT: CABLE-FURNISHED AND INSTALLED OUTLINE OF UNIT- CABLE-FURNISHED AND INSTALLED -CLIENT'BREAK ROOM INFORMATION TEMPLATE"SHOULD BE UTILIZED WHICH INCLUDES INFORMATION ON BY OWNER'S SECURITY VENDOR. BY GC_ WHATTO EXPECT,WHO TO CONTACT,ETC. OPTIONAL REMOTE STATUSCOMMUNICATIONS CABLE-DIEBOLD -INCREASED COMMUNICATION AND PHYSICAL VISITS TO CHECK IN WITH CLIENTS. ATA MINIMUM-A JLL EXTERIOR WALL OPTIONAL AND EXTRA REPRESENTATIVE SHOULD BE PHYSICALLY ON SITE I PER WEEK DURING CONSTRUCTION(BETWEEN MES, INDICATOR(RSI). AFTER HOUR \ OF BUILDING TO FURNISH ( EXTRA) Title FM AND PJM) DEPOSITORY CABLING. RJ-45 CABLE TO BE INSTALLED BY 9 THE GC. SITE DETAILS ESCALATION: TO NETWORK. DRIVE-THRU PAD COMMUNICATIONS CABLE-DIEBOLD 102mm (4")DIAMETER PVC "FM TO ENGAGE LIFE SAFETY FOR GUIDANCE IMMEDIATELY UPON CLIENT COMPLAINT OR ESCALATION. TO FURNISH (OPTIONAL AND EXTRA) PIPE-FURNISHED AND INSTALLED BY ENGAGE LIFE SAFETY PROACTIVELY WHEN BREAK ROOMS OR RESTROOMS ARE PROJECTED TO BE GC. OFFLINE DURING PROJECT RJ-45 CABLE TO BE INSTALLED BY FIRF "MAKE SURE TO GET REPORTING REGARDING INDOOR AIR QUALITY(ARCADIS)-COMMUNICATE THIS THE GC. REPORT CORRECTLY ELECTRICAL CONDUIT TO BUILDINGS ELECTRICAL POWER CONDUIT- "GC TO ESCALATE TO PROJECT TEAM UPON ANY FEEDBACK TO THEM REGARDING IAQ(EVEN IF ` FURNISHED AND INSTALLED BY GC. UNRELATED TO PROJECT OR IF THEY FEEL ISSUE HAS BEEN RESOLVED. ELECTRICAL PANEL. `•, Check Scale (may be photo reduced) FLOOR OPENING FOR CABLES. FIELD FIELD VERIFY PENETRATION ]inch ` 1 Omm VERIFY LOCATION. SEE ELECTRICAL. CONDITIONS AT BUILDING EXTERIOR. lommommmm" PATCH PENETRATIONS FOR A Project No. NOTE: RSI CABLING- FURNISHED BY WEATHER TIGHT SEAL. JCSR2 1 -00 1 4 DIEBOLD AND INSTALLED BY GC. DIEBOLD 7790 CABLING SECTION Drawing No. 7A1 . 10 SCALE: 1/2" = 1'-0" PATH AND FILENAME: P:\RETAILULL\ATM CAP-ADD\)CSR21-0014 - BOFA - CAP-ADD - OR WASH SQ\500-DELIV\ARCH_PROD\SHEETS\ALI 0 SITE DETAILS.DWG PLOTSYLE TABLE: NORR Sacramento.ctb PLOT DATE:June 21, 2021 TIME: 12:25 PM v v DATE ISSUED FOR REv GENERAL NOTES SITE PLAN LEGEND 4/9/2021 PERMIT SUBMISSION E 1. INSTALL SILTSACK OR APPROVED EQUAL INLET FILTER AT STORM SEWER INLET(TYP.) FOR ALL - - - PROPERTY LINE O 0 INLETS WITHIN OR DOWNSTREAM OF PAVEMENT REPAIR AREAS. x - - - - - - SITE PLAN ENLARGEMENT BOUNDARY E 2. CONTRACTOR SHALL PHASE WORK SO THAT CUSTOMER ACCESS TO BUILDING ENTRANCES REMAIN OPEN AT ALL TIMES. n CANOPY EXTENTS ko n 3. CONTRACTOR TO LOCATE ALL PRIVATE AND PUBLIC UTILITIES ON SITE WITHIN WORK AREAS. UNDERGROUND VAULT(APPROXIMATE EXTENTS) i.i CONTRACTOR TO TAKE EXTRA CAUTION TO AVOID DAMAGE TO ELECTRICAL, TELEPHONE, x IRRIGATION, AND OTHER CONDUITS TYPICALLY FOUND IN THE UPPER FEW FEET OF GROUND. -- MAJOR CONTOUR o CONTRACTOR SHALL REPLACE ANY DAMAGED OR DESTROYED UTILITIES AT NO ADDITIONAL COST TO THE OWNER. w - MINOR CONTOUR 4. CONTRACTOR TO REMOVE TREE ROOTS AS NECESSARY TO PERFORM REPAIRS INDICATED. cc U WHEN ROOT CUTTING IS UNAVOIDABLE, A CLEAN SHARP CUT SHALL BE MADE TO AVOID X a _ SHREDDING OR SMASHING. ROOT CUTS SHOULD BE MADE BACK TO A LATERAL ROOT. DETAIL CALLOUT WHENEVER POSSIBLE, TREE ROOTS SHOULD BE CUT BETWEEN LATE FALL AND BUD OPENING, - SW WASHINGrONSQ�AR WHEN ROOT ENERGY SUPPLIES ARE HIGH AND CONDITIONS ARE LEAST FAVORABLE FOR DISEASE CAUSING AGENTS. EXPOSED ROOTS SHALL BE COVERED IMMEDIATELY TO PREVENT EXISTING PROPERTY LINE SQUARE DEHYDRATION. ROOTS SHALL BE COVERED WITH SOIL OR BURLAP AND KEPT MOIST. DEMOLITION LEGEND CONCRETE ISLAND SAWCUT AND REMOVAL NORR ASSOCIATES INC. AND THE UNDERSIGNING PAVEMENT MARKING NOTES ASPHALT PAVEMENT REMOVAL LICENSED PROFESSIONALS DO NOT REPRESENT THAT THESE PLANS AND SPECIFICATIONS ARE _ - 1. CONTRACTOR SHALL TAKE FIELD MEASUREMENTS OR OTHERWISE ESTABLISH A SURVEY OF THE CONCRETE PAVEMENT REMOVAL SUITABLE FOR ANY OTHER CLIENT AND/OR SITE i - - - - OTHER THAN THE ONE DENOTED. NORR EXISTING STRIPING IN ALL WORK AREAS IN ORDER TO ESTABLISH ALL EXISTING PAVEMENT ASSOCIATES INC. AND THE UNDERSIGNING MARKINGS WITH FULL COORDINATION OF NEW MARKINGS PROPOSED ON THIS PLAN. ---------- CONCRETE CURB AND ISLAND REMOVAL LICENSED PROFESSIONAL DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE 2. UNLESS OTHERWISE INDICATED ON THE PLANS,THE CONTRACTOR SHALL ESTABLISH PAVEMENT USED IN WHOLE OR IN PART BY ANOTHER CLIENT MARKINGS FOR ALL FIRE LANES, DIRECTIONAL ARROWS, STOP BARS, CURBS, SIDEWALK, LIGHT OR AT ANY OTHER SITE. POLE BASES, SIGN BASES AND PARKING STALLS TO MATCH THE EXISTING SITE WITHIN THE REPAIR LIMITS. THIS DRAWING IS NOT FINAL OR TO BE USED FOR 3, CONTRACTOR TO USE APPROPRIATE PAINT COLORS TO MATCH THE EXISTING FEATURES. ADA CONSTRUCTION UNTIL SIGNED BY THE LICENSED z BARRIER FREE AREAS TO COMPLY WITH ALL LOCAL AND FEDERAL AOA STANDARDS. PAVEMENT PROFESSIONALS. EXISTING BANK MARKINGS SHALL BE A HIGH QUALITY PAINT RECOMMENDED BY THE PAINT MANUFACTURER. ALL DRAWINGS AND WRITTEN MATERIAL OF AMERICA PAINT COLORS SHALL CLOSELY MATCH THE FEDERAL STANDARD 595B COLOR NUMBER AS a FOLLOWS:BLUE-COLOR 15180,WHITE-COLOR 37925 AND YELLOW-COLOR 33538. ASSOCIATED WITH THIS PROJECT CONSTITUTE THE o ORIGINAL AND UNPUBLISHED WORK OF NORR cc °' ( 4. IN AREAS NOT BEING RESURFACED BUT REQUIRING RESTRIPING, CONTRACTOR SHALL REMOVE ASSOCIATES INC. AND THE SAME MAY NOT BE EXISTING STRIPING BY EITHER SAND BLASTING, WATER BLASTING, OR BY ANOTHER APPROVED DUPLICATED, USED OR DISCLOSED WITHOUT THE METHOD OF STRIPING REMOVAL. WHERE THE STRIPING REMOVAL CHANGES THE SURFACE SITE IMPROVEMENTS LEGEND WRITTEN CONSENT OF NORR ASSOCIATES INC. u'S TEXTURE OF THE EXISTING ASPHALT, CONTRACTOR SHALL SEAL COAT THE AREA PRIOR TO RESTRIPING. CONTRACTOR TO SUBMIT STRIPING REMOVAL METHOD TO PROPERTY MANAGER EDGE OF PAVEMENT AND ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. Project - - - - - 0 CONCRETE PAVEMENT,SEE SITE PLAN GENERAL NOTE 1 LANE 1'i i ,; ;\_ 0 CONCRETE ISLAND T Q i LANE x I SITE PLAN GENERAL NOTES D ASPHALT PAVEMENT,SEE SITE PLAN GENERAL NOTE 1. Q CONCRETE CURB AND GUTTER I -AL 0. 1. MATCH EXISTING GRADES AT BOUNDARY OF PROPOSED ASPHALT AND CONCRETE PAVEMENT. J I..V ♦ - - a. 2. ALL SITE IMPROVEMENTS OUTSIDE AREA OF WORK ARE EXISTING AND ARE TO REMAIN. z DIMENSIONS SHOWN IN PLAN WERE MEASURED BY CIVIL AND SHALL BE FIELD VERIFIED BY O CONTRACTOR PRIOR TO CONSTRUCTION. 3. SEE ELECTRICAL PLANS FOR ROUTING OF PROPOSED UTILITIES. Q z ��// w 4. NO EXISTING LANE STRIPING TO BE REMOVED ON SITE. 2 3 L.L Q DEMO NEW 5. EXISTING CANOPY COLUMN AND UTILITY VAULT LOCATIONS ARE APPROXIMATE. CONTRACTOR O SHALL CONFIRM LOCATION OF EXISTING CANOPY COLUMNS AND UTILITY VAULT PRIOR TO z O BEGINNING CONSTRUCTION, ESTIMATED QUANTITIES Q J � EXISTING PROPERTY LINEJ C 0 N C R ETE GENERAL NOTES 0 CONCRETE PAVEMENT,DETAIL 10 SHEET C1.10-70 SF LIJ Ce a CONCRETE ISLAND,DETAIL 1 SHEET C1.10-64 SF z �` 1. THE GENERAL CONTRACTOR SHALL ASSIST AND COOPERATE WITH AN INDEPENDENT TESTING O J LABORATORY(TO BE RETAINED BY THE OWNER)WHICH SHALL CONDUCT ALL THE SPECIFIED CONCRETE CURB AND GUTTER,DETAIL 13 SHEET C1.20-22 LF O TESTS REQUIRED FOR THE CONCRETE WORK AND REPORT THE RESULTS OF THESE TESTS Q ^ DIRECTLY AND PROMPTLY TO THE ENGINEER FOR THEIR REVIEW. 4"TRAFFIC BOLLARD-4 EA < // // ) ( 1.1 2. DETAILING OF REBAR SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE ACI 6"PIT BOLLARD-3 EA .0 DETAILING MANUAL,AND CONCRETE REINFORCING INSTITUTE'S LATEST EDITION OF'MANUAL OF STANDARD PRACTICE". ALL SHOP DRAWINGS PERTAINING TO REBAR DETAILS SHALL BE W CV SUBMITTED TO THE ENGINEER FOR THEIR REVIEW. f ` 3. CONCRETE MIX DESIGN FOR ALL CONCRETE WORK IS REQUIRED TO BE SUBMITTED TO THE V ENGINEER FOR THEIR REVIEW. IT IS TO BE NOTED THAT THE CONCRETE SUPPLIER SHALL HAVE A SITE PLAN QUALITY CONTROL PROCEDURE FOR THE PRODUCTION OF ALL CONCRETE,WHICH MUST BE N o,r n ACCEPTABLE TO THE ENGINEER AND MEETS CURRENT ACI STANDARDS. 1 SCALE: 1" = 20'-O" 4. CONSTRUCTION JOINTS SHALL BE AS APPROVED BY THE STRUCTURAL ENGINEER AND THE ARCHITECT. ENGINEER SHALL BE INFORMED AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT Consultants OF ANY CONCRETE WORK. 5. CONTRACTOR SHALL PREPARE AND SUBMIT QUALITY CONTROL MEASURES ENSURE Kimley* Horn TEMPERATURE WITHIN MASS CONCRETE POURS COMPLIES WITH THE REQUIREMENTS IN THE PROJECT SPECIFICATIONS. MASS CONCRETE POURS APPLY TO ANY SUBSTRUCTURE CONCRETE ELEMENT WHOSE LEAST DIMENSION IS GREATER THAN 5 FT. 6, CONCRETE COMPRESSIVE DESIGN STRENGTH IN 28 DAYS: SLAB-ON-GRADEIISLAND 4,000 PSI © 2021 KIMLEY-HORN AND ASSOCIATES, INC. BOLLARDS 4,000 PSI 1201 SECOND AVENUE. SUITE 900 SEATTLE, WA 98101 7. REINFORCING STEEL SHALL BE ASTM A615,GRADE 60 UNLESS NOTED OTHERWISE. IF PHONE: 206-413-6073 REINFORCEMENT WELDING IS REQUIRED,ASTM A706,GRADE 60 SHALL BE REQUIRED UNLESS MILL WWW.KIMLEY-HORN.COM TEST REPORTS VERIFY THAT THE ASTM A615 STEEL PROVIDED IS AN ACCEPTABLE A706 EQUIVALENT. WELDED WIRE FABRIC OR WIRE MESH SHALL BE ASTM A185. 8. TOLERANCES FOR REINFORCEMENT FABRICATION,REINFORCEMENT PLACEMENT AND CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF ACI 117"SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS." Seal .D PROF�Cs 9. ALL REINFORCEMENT SHOWN IS INTENDED TO BE CONTINUOUS UNLESS NOTED OTHERWISE. \�1 N£ REFER TO REINFORCEMENT STEEL CHART FOR TENSION LAP SPLICES. 10. PROVIDE 3/4 INCH CHAMFERS AT ALL EXPOSED EDGES UNLESS NOTED OTHERWISE 84 11, NO OPENINGS SHALL BE PERMITTED IN SLABS WITHIN A DISTANCE OF EIGHT INCHES FROM THE E N EDGE OF SLAB. - - - - - - _ - - -- - - - - - - - - - - - THIS PLAN SET IS BASED ON AUTOCAD FILES OBTAINED BY t�J �qH `L��♦�� - _ KIMLEY-HORN AND ASSOCIATES,INC.FROM NORR ASSOCIATES,INC. qC/E q PROPOSED COMM & DRAWING RECEIVED ON:FEBRUARY 24,2021 ` 4t. ELECTRICAL ROUTING, EXPIRES: <2 PROTECT EXISTING f.` REFER TO ELECTRICAL THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE EXISTING `LI PLANS INFORMATION SHOWN ON THESE PLANS IS NOT TO BE RELIED ON CURB IN PLACE I /I to 8'_1" 2' 91-91, AS BEING EXACT OR COMPLETE.THE CONTRACTOR WILL BE 00 RESPONSIBLE FOR FIELD VERIFYING EXISTING SITE CONDITIONS 3'-11' 1 4'-2' 2' 11'-8' 1' 4 BEFORE COMMENCING CONSTRUCTION.THE CONTRACTOR MUST 8'-6" 8'-6" ALSO CALL 811 AT LEAST LEXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. I , dLO . co N c N_ 11� .• ° _ • 1631 Alhambra Blvd, Suite 100 22'-g' DEMOLISH EXISTING I 4'-10" 7'-5" 4'-9" V-1 � j Sacramento, CA 95816 USA m co 1'-8" 916) 930-0210 ISLAND REMOVE EXISTING 19'-10" vdww.norr.com 00 I BOLLARDS (TYP.) REMOVE EXISTING VAT �_: � 8'-9" � 6'-10' 14 -5' S'-7' 21' TUBE EQUIPMENT, x + S 1L �" 1 1 I REFER TO ARCH PLAN ..;l _ _ Project Manager Drawn _- 7T_ TT_ 7TH 1 '.. : - = z ! y! 5i S. STEEL C.HEDLUND � . � i S -t--- Mrs -------------- -------------------------------�-r Project Leader Checked - - - - - - - - - - - - -- - - - - - - - - - - - _ Client PIN s, CHA J. HA DEMO EXISTING CURB 12 � AREA " •. AND 12" AC y OF WORK , C1.20 TRANSITION FROM 12-INCH TO TRANSITION FROM 4 18-INCH CURB AND GUTTER, 18-INCH TO 12-INCH SEE DETAIL 12, SHEET C1.20 CURB AND GUTTER + A, . SEE DETAIL 12, SHEET "r j r Fq m 1 MOUNTED a.� Drawing Title °SED CANOPY TED LIGHT, REFER C1.20 - � � 0 W� CIVIL SITE PLAN TO ARCHITECTURAL PLANS U " qR EXISTING CANOPY COLUMN, TYP. EXISTING CANOPY COLUMN, TYP. 4, PROTECT IN PLACE PROTECT IN PLACE SEE SITE PLAN GENERAL NOTE 5 SEE SITE PLAN GENERAL NOTE 5 x41 : I I " .., °s, Check Scale (may be photo reduced) - _ 0 1 inch 0 1 Omm k F. Project No. JCSR21 -001 8 ENLARGED DEMOLITION PLAN 'ort, ENLARGED SITE PLAN 'or,, SATELLITE VIEW 'o , Drawing No. 23 4 C1 moo SCALE: 1" = 5'-0" SCALE: 1' = 5'-0' SCALE: NONE PATH AND FILENAME: K:\SEA_CIVIL\SEA-DS\090022003 - BOFA WASHINGTON SQUARE OR\CAD\PLANSHEETS\C1.00 SITE PLAN.DWG PLOTSYLE TABLE: ---- PLOT DATE:June 9, 2021 TIME: 2:55 PM -o DATE ISSUED FOR REV c 4/9/2021 PERMIT SUBMISSION E E 3/4"DIA HAS-V-36 ANCHOR n _0 4,-0" STANDARD NEXT GENERATION PAD/PIT DETAIL X E E 5" T-2" 5" N 2" CHAMFER ON TOP z LAYOUT BASED ON BANK OF AMERICA PROVIDE#3 LONG EDGE OF PAD(TYP.) HT= +48" 6 UNIVERSAL FLOATING ISLAND. BARS @ 10" O.C.T&B. N 7 x THIS IS A BANK APPROVED PIT DETAIL THAT Wi CONCRETE ISLAND ACCOMMODATES: d SEE ATM TECHNICAL SPECIFICATIONS PIT FOR 6" DIA. FOR FASTENING THICKNESS ' MAX.4" HIGH DIEBOLD 7790, DIEBOLD 750, NCR 6688, NCR - „• w BOLLARD#1" 6638, NHA 7800i (UL291 &CEN1) DRIVE-UP ATMs, AS WELL DIEBOLD 858,AND NCR 6638 ATAs. d Ce ATM MODEL ASHT=+48" TOP OF CONCRETE F SPECIFIED,VERIFY I \\ // M NOTE:THIS DIAGRAM IS INTENDED FOR DIMENSIONS AND \ PHYSICAL SITE PREPARATION. FOR d d \ I CONFIG WITH MANU. / ELECTRICAL AND CABLING REQUIREMENTS, / SEE DETAIL 7 FOR \ S r� \ REFER TO DEVICE OUT-SHEETS. � BOLT PATTERN o v PIT FOR 6" DIA. / I BOLLARD#1 -6"DIA.X 48"H (ABOVE). SEE DETAIL 6. w d'• G / SIDE OF OPERATION / \ z m d • . / \ BOLLARD#2" --- BOLLARD#2-6"DIA.X 48"H (ABOVE). SEE DETAIL 6. LL w - -- A NORR ASSOCIATES INC. AND THE UNDERSIGNING ZZ NOTE: IF NHA 78001 (CENt) D `D LICENSED PROFESSIONALS DO NOT REPRESENT O x 2'-6" 1'-0" BOLLARD MUST BE 4"DIA X 48"H (ABOVE) a THAT THESE PLANS AND SPECIFICATIONS ARE F _ d SUITABLE FOR ANY OTHER CLIENT AND/OR SITE '- V w _ __ BOLLARD#3-6"DIA. X 48"H (ABOVE). SEE DETAIL 6. ?Lu > -- -- OTHER THAN THE ONE DENOTED. NORR 1 F V "' 411 . HILTI HIT-HY 200 SAFE F\ __ ASSOCIATES INC. AND THE UNDERSIGNING r_7Z '24" DEEP PIT BY G.C. -TO RECEIVE SECURITY 4 SET SYSTEM \ l LICENSED PROFESSIONAL DISCLAIMS RESPONSIBILITY �" \ / I BOLLARD TO BE INSTALLED BY BANK VENDOR v �� I / I FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE �N° DI o LL UPON INSTALLATION OF ATM. BANK VENDOR WILL d a x\� �.-.-�- 7\4- LOCATE BAR AT EA. USED IN WHOLE OR IN PART BY ANOTHER CLIENT RECESSED PIT TO RECEIVE ( K BACK-FILL PIT AFTER THE BOLLARD IS INSTALLED. f _ a, a ( \ SIDE OF OPENING, OR AT ANY OTHER SITE. ATM STUB-UP. COORDINATE le�--- ��I Z Ic�---�� TYP. SEE DETAIL / \ ( w / \ THIS DRAWING IS NOT FINAL OR TO BE USED FOR W/VENDOR REQUIREMENTS. __ X WHEN LOCATING BOLLARDS ALLOW SUFFICIENT --� CONSTRUCTION UNTIL SIGNED BY THE LICENSED 1'-8" 1'-2" p z" Lu WORKING SPACE FOR SERVICING THE AIR PROVIDE#3 TRANSVERSE PROFESSIONALS. O CONDITIONING UNIT. BARS @ 10"O.C.T&B 2" 1 2' LL POST INSTALLED ANCHORAGE NOTES: ALL DRAWINGS AND WRITTEN MATERIAL o UNRESTRICTIVE AIR FLOW IS REQUIRED ON THE 1. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ASSOCIATED WITH THIS PROJECT CONSTITUTE THE 2'-6" 4/ 1 f U RIGHT HAND SIDE OF THE NCR 6688 ATM.THERE ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE ORIGINAL AND UNPUBLISHED WORK OF NORR - -- iw MUST BE NO OBSTRUCTION OF THE VENTS AT SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. ASSOCIATES INC. AND THE SAME MAY NOT BE rn ANY TIME. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE RELEVANT DUPLICATED, USED OR DISCLOSED WITHOUT THE AND CURRENT BUILDING CODE. / WRITTEN CONSENT OF NORR ASSOCIATES INC. IFA THIRD PARTY SURROUND/TOPPER IS PROVIDED THEN EQUIVALENT VENTING OR HOT2. INSTALL ANCHORS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS,AS INCLUDED IN /AIR EXTRACTION MUST BE INSTALLED WITHIN THETHE ANCHOR PACKAGING. SURROUND/TOPPER. /\ I Project 4"O.D. STEEL PIPE BOLLARD PIT FOR 6" DIA. I � I W/HDPE SLEEVE. FILL PIPE W/ BOLLARD#3" I / \ I 3. THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE 4000PSI CONCRETE-TYPICAL / \ INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED.THE STRUCTURAL ENGINEER OF / \ OF 4, SEE DETAIL 11. / \ RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ( / \ -=-- ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS. -- -- Q 4. ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO O EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON HT=+48" THE DRAWINGS. 7 Z 5. EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. L J UNLESS NOTES ON THE DRAWINGS THAT THE BARS CAN BE CUT,THE CONTRACTOR SHALL REVIEW THE EXISTING Q �7 5" T-2" 5" STRUCTURAL DRAWINGS AND SHALL UNDERTAKE TO LOCATE THE POSITION OF THE REINFORCING BARS AT THE NOTES: w O LOCATIONS OF THE CONCRETE ANCHORS. CONTRACTOR SHALL IMMEDIATELY CONTAC THE EOR IF A CONFLICT IS IDENTIFIED. 1. REBAR LOCATIONS SHOWN FOR REFRENCE ONLY, CONTRACTOR z 6. CONTRACTOR SHALL NOTIFY ENGINEER IF ADHESIVE ANCHORS ARE GOING TO BE INSTALLED BY DIAMOND-CORE TO SUBMIT SHOP DRAWINGS TO EOR PRIOR TO CONSTRUCTION ce Q � DRILLING AS IT COULD AFFECT THE TYPE OF ADHESIVE OR EMBEDMENT DEPTH REQUIRED. - z K 0 BANK STANDARD ISLAND DETAIL POST-INSTALLED ADHESIVE ANCHORS ATM PAD, APPROXIMATE REBAR LAYOUT - W Q cc 1 W 2 SCALE: NTS it SCALE: 1"= 1'-0" NTS z a oC o O SEE ATM PLAN, REBAR LAYOUT FOR O APPROXIMATE SIZES AND LOCATION OF REBAR Q W fV NOTE: DIMENSIONS MAY VARY PER ACTUAL SITE CONDITIONS. THEY PER PLAN SHALL NOT EXCEED DIMENSIONS SHOWN. - UNIVERSAL BANK STANDARD ISLAND, SEE DETAIL 1 ( HDPE BOLLARD SLEEVE PER BANK 2"CHAMFER,TYP. STANDARDS. 1/2" COMPRESSIBLE JOINT FILLER Consultants 48"MIN. ISLAND WIDTH 156" i �` PAVING, SEE DETAIL 8 s a BOLLARD LOCATION PER BANK AIR INTAKE AND EXHAUST PER ATM Kimley* Horn O in STANDARD ISLAND, SEE DETAIL 1 3'-2 �� MANU SUBGRADE, SEE DETAIL 8 Z 2"CLR. 1'-3V16" 1'-5� PROVIDE CONCRETE FILLED PIPE in BOLLARDS PER BANK STANDARD TMP ? 4000 PSI CONCRETE FILLED ISLAND DETAIL. MAINTAIN MINIMUM o BOLLARD PER PLANO DISTANCES AS SPECIFIED BY ATM © 2021 KIMLEY-HORN AND ASSOCIATES, INC. HIGHEST OPERABLE PART IS THE 4 MANUFACTURER. � 1 1201 SECOND AVENUE SUITE 900 RECEIPT PRINTER EXIT BANK STANDARD ISLAND * SEATTLE, WA 96101 PER PLAN SEE DETAIL 1. 8" PHONE 206-413-6073 2" CONCRETE SLAB PER BANK STANDARDS c o w ¢ " ATM MODEL AS SPECIFIED.VERIFY 2" CHAMFER,TYP. 3�/4" NOTE: DIMENSIONS SHOWN ARE WWW.KIAILEY-HORN.COM PER PLAN UNIVERSAL BANK STANDARD c /- N MINIMUM STANDARD AS SPECIFIED < 2 CONF WITH MANU. ----- - - 1/2"COMPRESSIBLE JOINT FILLER j n v3:SEE DETAIL 1 r - 2"CHAMFER,TYP. ' I PAVING, SEE DETAIL 8 � O DI 0 ATM MANUFACTURER. PROVIDE DIMENSIONS PER BANK STANDARD LL ISLAND DETAIL, SEE DETAIL 1. - -- 1/2"COMPRESSIBLE JOINT FILLER AND BOND BREAKER ., dr U SUBGRADE, SEE DETAIL 8 LLe:S 3 PAVING, SEE DETAIL 8 COMPACTED SAND, SEE NOTE 1 �• CONCRETE FOR BOLLARD#1 #3 1 F ��ED PROFESS TY SUBGRADE, SEE DETAIL 8 FOOTING, SEE DETAIL 1 c? a �� G Nr /p 2" CLF. POWER DATA PIT P CONDUIT STUB UP 3a. 36J" L J z NOTE: CONTRACTOR SHALL FIELD ,/ � VERIFY BOLLARD FOOTING WILL v 5/2" 3 ISLAND OPENING, SEE DETAIL 1. 84. NOT COMPROMISE EXISTING q t 2. NOTES: 25MM (11-) 1. WELL-GRADED SAND MEETING THE GRADATION REQUIREMENT OF ASTM PER PLAN, UNDERGROUND IMPROVEMENTS. 0 OPENING IN TOP OF 0 E N TERMINAL FOR OWNER PROVIDED TERMINNAA ' C 33 FINE AGGREGATE. 12" MIN EXTERNAL LIGHTING AND SIGNAGE \ \ AS NEEDED. BANK STANDARD ISLAND SECTION G DIEBOLD 7790 POSITIONING 6-INCH BANK STANDARD BOLLARD DETAIL DIEBOLD 7790 BOLTS & CABLE ENTRY q�/L q ° 4 SCALE: 1"= 1'-0" SCALE: 1/2"= 1'-0" SCALE: 1"= 1'-0" 7 SCALE: 1/2"= , _o. EXPIRES: A LOCAL D.O.T.APPROVED CONCRETE MIXTURE PER SPECIFICATIONS. CONTRACTOR MAY ELECT TO USE LOCAL D.O.T.APPROVED HIGH EARLY CONCRETE MIXTURE TO REINFORCING MESH ACHIEVE REQUIRED STRENGTH. SEE NOTE#1. NORR 6X12XW8.5XW4 ASPHALT PAVEMENT SURFACE COURSE (2.0"DEPTH) DEPTH TO REINFORCEMENT,T/2 ASPHALT PAVEMENT BASE COURSE (2.0" DEPTH) 1631 Alhambra Blvd, Suite 100 REMOVE PAVEMENT FULL DEPTH (TYP.)AND AGGREGATE BASE EXISTING CONCRETE PAVEMENT Sacramento, CA 95816 USA AS NECESSARY TO ACHIEVE PROPOSED PAVEMENT SECTION A a (916) 930-0210 PAVEMENT THICKNESS, T www.norr.com MATCH EXISTING THICKNESS OR THICKNESS TACK COAT(ALL PAVEMENT COURSE INTERFACES INCLUDING TO BE MIN. 6" FOR LIGHT DUTY AREAS AND VERTICAL FACES) SILLED AWCUT JOI ITHJOINT �� MIN.8" FOR HEAVY DUTY AREAS SEALANT - EXISTING BASE (WHICHEVER IS GREATEST BETWEEN MIN. Project Manager Drawn -CONCRETE SOG - - - - - - - - - - - THICKNESS OR MATCH EXISTING THICKNESS) - S. STEEL C.HEDLUND PROVIDE VERTICAL FACES, SAWCUT ADJACENT PAVEMENT(TYP.) IIII III -' I 1=1 ( (I I � ( ( � ( III I EXISTING PAVEMENT EXISTING SUBGRADE I I=i i i-i i I-'I I (I II ( i I I I� I �I II RE-COMPACT EXISTING Project Leader Checked AGGREGATE BASE TO MEET J. CHAPIN J. CHAPIN ( � � ' PLANS AND SPECIFICATIONS EXISTING AGGREGATE BASE EXISTING AGGREGATE BASE COURSE MEETING MATERIAL& EXISTING --me _ PROPOSED REINFORCEMENT TO BE SUPPORTED Client TO REMAIN COMPACTION REQUIREMENTS- _ WITH CHAIRS TO ENSURE PLACEMENT IS AT THE DEPTH T/2. -I ( �_III-_� I I EXISTING SUBGRADE-TO REMAIN I-1 I I-! I I-I I I-1 I I-I I i ' REINF NOTES: 1. IT SHALL BE REQUIRED TO USE A HIGH EARLY STRENGTH CONCRETE MIXTURE FOR SECTIONS OF PAVEMENT TO BE REPLACED AT HIGH PRIORITY DRIVE LANES THAT CANNOT BE PHASED OR DETOURED WITHOUT DISRUPTION OF OPERATIONS,AND ONLY THOSE LOADING ZONE AREAS THAT CANNOT BE SHIFTED TO NOTES: NOTES: ANOTHER DOOR LOCATION. IN ALL CASES,THE CONTRACTOR SHALL COORDINATE ALL CONCRETE REPAIR WORK WITH THE OWNER OR ENGINEER. 1. SURFACE COURSE SHALL BE INSTALLED AT SAME TIME AS ADJACENT PAVEMENT REPAIR SURFACE COURSE. 1. SAWCUT JOINT IMMEDIATELY AFTER INITIAL SET, BEFORE CONCRETE BEGINS TO COOL,AS SOON AS 2. IF AGGREGATE BASE COURSE IS NOT PRESENT CONTRACTOR TO NOTIFY ENGINEER OF RECORD IMMEDIATELY. TESTING Drawing Title 2. IF AGGREGATE BASE COURSE IS NOT PRESENT CONTRACTOR TO NOTIFY ENGINEER OF RECORD IMMEDIATELY. CONCRETE SURFACE IS FIRM ENOUGH TO NOT BE DAMAGED BY BLADE AND BEFORE RANDOM 3 STING AGGREGATE PREPARED AGGREGATE BASE OR TO PLACEMENT ON CONCRE-COMPACTED DETERMINED BY TO HE MODIFIED COMPLIANCE WITH OCTOR T(ASTM MTPLANS AND ECD-1 557). MATIER SPIFICA IONS.AGENCY CIVIL DETAILS 3. AGGREGATE BASE COURSE SHALL BE INSPECTED BY THE TESTING AGENCY, OWNER, OR DESIGN CONSULTANT SHRINKAGE CRACKING OCCURS. TO AFTER ASPHALT REMOVAL AND BASE PREPARATION, PRIOR TO ASPHALT REPLACEMENT. 2. JOINT SHALL BE CUT A DEPTH EQUAL TO 1/4 OF SLAB DEPTH. 4. REFER TO TYPICAL JOINTS FOR CONCRETE SLAB REPAIR DETAIL ON THIS SHEET FOR LOCATION AND TYPE OF JOINTS TO BE INSTALLED AROUND THE PERIMETER OF THE CONCRETE REPLACEMENT. DOWELS/REINFORCEMENT TO BE INSTALLED PER DETAILS ON THIS SHEET. REMOVE AND REPLACE ASPHALT PAVEMENT - NOT USED TYPICAL CONTROL JOINT 10 REMOVE AND REPLACE CONCRETE PAVEMENT 8 SCALE: NTS 0 1 inch 0 1 Omm SCALE: NTS SCALE: NTS Check Scale- (may reduced)MN� Project No. JCSR21 -0018 Drawing No. C1 . 10 PATH AND FILENAME: K:\SEA_CIVIL\SEA_DS\090022003 - BOFA WASHINGTON SQUARE OR\CAD\PLANSHEETS\C1.00 SITE PLAN.DWG PLOTSYLE TABLE: ---- PLOT DATE:June 9, 2021 TIME: 2:55 PM DATE ISSUED FOR REV 0 0 E 4/9/2021 PERMIT SUBMISSION E _o X E E H ~6" 6" 12" 6„ 18" R R R I . R74 R R /" v v X 6" 0 y 6" TYP.CURB EXPOSURE 6" w 16" BATTER 18„ BATTER ,..P, R 18" 6:1 - R :BATTER - 6:1 (` BATTER - BATTER U 2, s 6:1 g• 6:1. 72., Q AGGREGATE BASE TYPICAL , 24" ►i STANDARD CURB 12"THICKENED CURB AND GUTTER 18"THICKENED CURB AND GUTTER 6" 24" 6" 12"— NORR ASSOCIATES INC. AND THE UNDERSIGNING R R R I R 37/4" R fig" R�XV LICENSED PROFESSIONALS DO NOT REPRESENT THAT THESE PLANS AND SPECIFICATIONS ARE 6" 6" 6" SUITABLE FOR ANY OTHER CLIENT AND/OR SITE 13Yj" 131/4" 1 OTHER�? ASSOCIAT ASSOCIATES THE UONE ONDERSIGORR NING 13Ya" :ATT/ER R " ,, .� BATTER BATTER BATTER BATTER' R 3/" BATTERi 6:1 6:1 7^ 6:1 111��R 4" 6a 7" I 61 61 7" LICENSED PROFESSIONAL DISCLAIMS RESPONSIBILITY l L i FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART BY ANOTHER CLIENT " OR AT ANY OTHER SITE. 24" CURB AND GUTTER 12" CURB AND GUTTER 18" CURB AND GUTTER THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE LICENSED PROFESSIONALS. 16 ALL DRAWINGS AND WRITTEN MATERIAL R Y8" R 3" R 3,,, 12" 6" — R�18"TYP.--j a 3 � ASSOCIATED WITH THIS PROJECT CONSTITUTE THE R / R a" " " ORIGINAL AND UNPUBLISHED WORK OF NORR HDPE BOLLARD SLEEVE PER BANK 6" TYP.CURB EXPOSURE 1:4 STANDARDS. E '> SCORE/ ASSOCIATES INC. AND THE SAME MAY NOT BE .> ii SLOPE 6" DUPLICATED, USED OR DISCLOSED WITHOUT THE BOLLARD LOCATION PER BANK BATTER 6 t 4" 13%" OWTY Ii WRITTEN CONSENT OF NORR ASSOCIATES INC. 16" STANDARD ISLAND, SEE DETAIL 1 6:1 8„ a ' B'TTER R BATTERY Z I I — _ 4000 PSI MIN CONCRETE FILLED L " L c Project BOLLARD PER PLAN1- , f4 v Z 8 .'-�-i --�-t 2 I+— 12" ( 36 o I STANDARD CURB LOW PROFILE MODIFIED CURB AND GUTTER ' = Q v MEDIAN ISLAND MOUNTABLE CURB ` GENERAL NOTES: r PORTLAND BUREAU OF TRANSPORTATION I 1. CURB EXPOSURE IS 6". VARY STANDARD CURB ONLY AS APPROVED. 6. USE 12" GUTTER PAN WHEN USING CURB AND GUTTER O v ADJACENT TO A BIKE LANE. The selection and use of this Z 2. WHEN MATCHING INTO EXISTING CURB WITH LESS THAN 6-INCHES OF Standard Drawing, while CURB EXPOSURE, TRANSITION AT A RATE OF V HORIZONTAL FOR 7. 2 - INCHES OF AGGREGATE BASE UNDER CURB UNLESS designed in accordance City Engineer Q LL ISLAND PER PLANS EACH 1/2' OF VERTICAL CURB DIFFERENCE. TRANSITIONS SHALL BE DONE OTHERWISE SPECIFIED. with generally accepted 3" USING STANDARD CURB. engineering principles and Standard Drawing Title ce w O MI CL ( 8. MODIFIED CURB AND GUTTER FOR USE ADJACENT TO practices, is the sole PAVING, SEE 3. CONSTRUCT CONTRACTION JOINTS AT 15' MAXIMUM SPACING AND AT ENDS STORMWATER FACILITY responsibility of the user. CURBS W .. DETAIL 8 0 OF EACH INLET AND RAMP. Q cn /1 v w 4. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% NORMAL. Standard Drawing No. 1••� v Note: Effective Date: 08-27.2019 O z 0 5. GUTTER PAN SLOPE TO MATCH EXISTING STREET SLOPE, (MAXIMUM 5%). inn material and workmanship snail Portland Calc. Book No.: U in accordance with the City if ions, P-540 Q � EXCEPT AT ADA RAMPS, SEE P-544 FOR DETAILS. standard construction Specifications, Std.Drg.Report Date: � w � � wo w / a 11 4-INCH BOLLARD DETAIL 12 CITY OF PORTLAND 12 INCH CURB AND GUTTER re O 0 NTS SCALE: NTS 60 W [V U '- Consultants Ki5mleymMorn © 2021 KIMLEY—HORN AND ASSOCIATES, INC. 1201 SECOND AVENUE, SUITE 900 SEATTLE, WA 98101 PHONE: 206-413-6073 WWW.KIMLEY—HORN.COM Seal �,p PROFESS *G I N Q 84 0 E N Sj ✓qH A . EXPIRES:Dc-/:50/22 NORR 1631 Alhambra Blvd, Suite 100 Sacramento, CA 95816 USA (916) 930-0210 www.norr.com Project Manager Drawn S. STEEL C.HEDLUND Project Leader Checked J. CHAPIN J. CHAPIN Client Drawing Title CIVIL DETAILS Check Scale (may be photo reduced) 0 l inch 0 10mm u Project No. JCSR21 -0018 Drawing No. Cl . 20 PATH AND FILENAME: K:\SEA_CIVIL\SEA_DS\090022003 - BOFA WASHINGTON SQUARE OR\CAD\PLANSHEETS\C1.00 SITE PLAN.DWG PLOTSYLE TABLE: ---- PLOT DATE:June 9, 2021 TIME: 2:55 PM DATE ISSUED FOR REV GENERAL PROVISIONS BASIC ELECTRICAL MATERIALS AND E A.GENERAL 4/9/2021 PERMIT SUBMISSION METHODS N 1. REQUIREMENTS SPECIFIED ON COVER SHEET, ALONG WITH ELECTRICAL 0 SPECIFICATIONS AND ALL ITS SECTIONS, COMPRISE THE CONTRACT DOCUMENTS A. MOUNTING ACCESSORIES x FOR THE ELECTRICAL CONTRACT. DRAWINGS AND ALL THEIR REVISIONS UP TO THE 1. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL ANGLE IRON, CHANNEL E BID SUBMITTAL DATE BECOME A BINDING PART OF THE CONTRACT, ALONG WITH IRON, RODS, SUPPORTS, HANGERS, CONCRETE OR PLYWOOD REQUIRED TO THESE SPECIFICATIONS AS THOUGH THEY WERE ONE, AND ANYTHING IMPLIED BY INSTALL, MOUNT AND SUPPORT ANY ELECTRICAL EQUIPMENT OR DEVICE CALLED r. THE SPECIFICATIONS SHALL BE INTERPRETED AS ALSO IMPLIED BY THE DRAWINGS FOR ON THE PLANS. AND VICE VERSA. PROVIDE NECESSARY ITEMS FOR A COMPLETE INSTALLATION OF 2. SUPPORTING MATERIAL SHALL BE COMPLETE WITH HANGERS, CONNECTORS, ALL ELECTRICALLY OPERATED EQUIPMENT LISTED IN THE SPECIFICATIONS OR BOLTS, CLAMPS AND NECESSARY ACCESSORIES TO MAKE A COMPLETE x SHOWN ON THE CONTRACT DRAWINGS. o INSTALLATION. SUPPORTING MATERIAL SHALL BE GALVANIZED, PAINTED OR m 2.THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND EQUIPMENT OTHERWISE SUITABLY FINISHED. PRODUCTS BY BRINKLEY, STEEL CITY OR RACO DRAWINGS AND SPECIFICATIONS ARE INCORPORATED INTO, AND BECOME A PART WILL BE ACCEPTABLE. w OF THIS DIVISION. THIS CONTRACTOR SHALL EXAMINE ALL SUCH DRAWINGS AND B. EXECUTION U SPECIFICATIONS AND BECOME THOROUGHLY FAMILIAR WITH THE PROVISIONS 1. THE ELECTRICAL WORK FOR CONSTRUCTION PROPOSED SHALL CONFORM TO ALL CONTAINED THEREIN. THE SUBMISSION OF HIS BID SHALL INDICATE SUCH FEDERAL(OSHA), STATE, ALL SPECIFIC SAFETY REQUIREMENTS AND THE KNOWLEDGE. REQUIREMENTS OF THE CURRENT EDITION OF THE CALIFORNIA ELECTRICAL CODE 3. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. THEY ARE INTENDED TO SHOW THE (CEC). APPROXIMATE LOCATIONS OF EQUIPMENT AND CONDUIT. DIMENSIONS GIVEN ON C. MATERIALS AND WORKMANSHIP THE PLANS, IN FIGURES, SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND 1. ALL WORK SHALL BE INSTALLED IN A PRACTICAL AND WORKMAN LIKE MANNER, BY SHALL BE VERIFIED IN THE FIELD. EXACT LOCATION OF ALL EQUIPMENT SHALL BE MECHANICS SKILLED IN THE SEVERAL TRADES NECESSARY. VERIFIED IN THE FIELD AND ROUTING OF CONDUITS SHALL SUIT FIELD CONDITIONS. 2. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS AND SHALL BE THE BEST 4. UNTIL THE TIME OF INSTALLATION, THE ARCHITECT RESERVES THE RIGHT TO MAKE OF THEIR SEVERAL KINDS UNLESS SPECIFIED OR INDICATED ON THE DRAWINGS TO MINOR CHANGES IN THE LOCATION OF CONDUIT AND EQUIPMENT WITHOUT THE CONTRARY. ADDITIONAL COST TO THE CONTRACT. 3. CONTRACTOR SHALL REMOVE ALL DEBRIS AND EXCESS MATERIALS CAUSED BY HIS NORR ASSOCIATES INC. AND THE UNDERSIGNING 5. THE ELECTRICAL DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT LICENSED PROFESSIONALS DO NOT REPRESENT EACH OTHER. MATERIAL AND LABOR NECESSARY TO THE PROJECT SHALL BE WORK. THAT THESE PLANS AND SPECIFICATIONS ARE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN 4. ALL ELECTRICAL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES SUITABLE FOR ANY OTHER CLIENT AND/OR SITE BOTH. LABOR AND/OR MATERIALS NEITHER SHOWN NOR SPECIFIED, BUT LABEL OR EFL LABEL. OTHER THAN THE ONE DENOTED. NORR OBVIOUSLY NECESSARY FOR THE COMPLETION AND PROPER FUNCTIONING OF THE S. CONTRACTOR SHALL GUARANTEE HIS WORKMANSHIP AND MATERIAL(LAMPS ASSOCIATES INC. AND THE UNDERSIGNING SYSTEM, SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR EXCEPTED) FOR A PERIOD OF ONE EAR FROM THE DATE OF BUILDING OPENING LICENSED PROFESSIONAL DISCLAIMS RESPONSIBILITY AT NO ADDITIONAL COST. AND LEAVE HIS WORK IN PERFECT ORDER AT THE COMPLETION. SHOULD DEFECTS FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE 6. ARRANGE ALL EQUIPMENT SUBSTANTIALLY AS SHOWN ON THE DRAWINGS. MAKE DEVELOP WITHIN THE GUARANTEE PERIOD, THE CONTRACTOR SHALL, UPON USED IN WHOLE OR IN PART BY ANOTHER CLIENT DEVIATIONS ONLY WHERE NECESSARY TO AVOID INTERFERENCE. CHECK ALL NOTICE OF THE SAME, REMEDY THE DEFECTS AND HAVE ALL DAMAGES TO OTHER OR AT ANY OTHER SITE. EQUIPMENT SIZES AGAINST AVAILABLE SPACE PRIOR TO SHIPMENT TO AVOID WORK OR FURNISHINGS CAUSED BY THE REPAIRS CORRECTED AT HIS EXPENSE TO THE CONDITION BEFORE SUCH DAMAGE. INTERFERENCE. D. SCOPE OF WORK THIS DRAWING IS NOT FINAL OR TO BE USED FOR 7. EXAMINE THE WORK OF OTHER TRADES INSOFAR AS THEIR WORK COMES IN 1. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, STORAGE, CONSTRUCTION UNTIL SIGNED BY THE LICENSED CONTACT WITH OR IS COVERED BY THIS WORK. IN NO CASE ATTACH TO, OR FINISH UNPACKING AND PLACEMENT; TO INCLUDE BUT NOT BE LIMITED TO,THE PROFESSIONALS. AGAINST ANY DEFECTIVE WORK OR INSTALL WORK IN A MANNER WHICH WILL FOLLOWING ITEMS: PREVENT PROPER INSTALLATION OF THE WORK OF OTHER TRADES. a. EMERGENCY LIGHTING AND POWER. ALL DRAWINGS AND WRITTEN MATERIAL 8. ELECTRICAL CONTRACTOR SHALL VERIFY WITH OTHER TRADES ALL ELECTRICAL b. COMPLETE BRANCH CIRCUIT WIRING. ASSOCIATED WITH THIS PROJECT CONSTITUTE THE CHARACTERISTICS OF EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. c. COMPLETE POWER WIRING FOR ALL AIR CONDITIONING EQUIPMENT, PLUMBING ORIGINAL AND UNPUBLISHED WORK OF NORR CONTRACTOR SHALL VERIFY VOLTAGE, PHASE AND HORSEPOWER AND SHALL ASSOCIATES INC. AND THE SAME MAY NOT BE NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. ELECTRICAL SYSTEM, HEATING EQUIPMENT, VENTILATING AND EXHAUST EQUIPMENT. DUPLICATED, USED OR DISCLOSED WITHOUT THE CONTRACTOR SHALL PROVIDE DISCONNECTING MEANS AND OVERLOAD d.COMPLETE LIGHTING FIXTURE INSTALLATION, INCLUDING ALL INCANDESCENT, WRITTEN CONSENT OF NORR ASSOCIATES INC. PROTECTION FOR ALL EQUIPMENT, UNLESS FURNISHED INTERGRAL WITH FLUORESCENT AND HID LAMPS. EQUIPMENT PACKAGE. e. COMPLETE TELEPHONE AND COMMUNICATION CONDUIT SYSTEM INCLUDING LIGHTING FIXTURE SCHEDULE 9. IT IS THE INTENT OF THESE DRAWINGS THAT THIS BE A COMPLETE ELECTRICAL JOB. BOXES, PLATES,JACKS, ETC., AS SPECIFIED, SHOWN THE DRAWINGS. ANY ERRORS OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE f. TESTING ALL CABLES AND CIRCUIT WIRING AFTERR INSTALLATION. Project CITY LABEL FIXTURE ARRANGEMENT TOTAL FD(TIIRE COUNT FIXTURE TYPE 1 MOUNTING 1 MANUFACTURER BUG RATING VA VOLTS MOUNTING HEIGHT MOUNTING ACCESSORIES NOTES g.EXIT LIGHT SYSTEM. 1 Got SINGLE I Bo)cPvzsaAOM-F-2Dw-uLavHaaK/CANOPY MOUNT GREE 81L0-G1 115 1120 12'AFG JADD NEW FIXTURE ENGINEER PRIOR TO BIDDING THE JOB.HEI h.LIGHTING CONTROLS. 1 SINGLE 1 GYOSO-DA-BZ-OSQ-A-NMBSH-T40K-UL-BZIPOLEMOUNTICREE BG-UO-G4 16fi 120 MATCH EXISTING REPLACE EXISTING FIXTURE B. VISIT TO THE SITE 1 HEI SINGLE 1 E OSQ-DA-BZ-OSQ-A-NM-4MEA40K-ULAZ/POLE MOUNT/GREE Bz-Uacz 86 120 14'-6"AFG ADDNEWFIXTURE 1. THIS CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND FAMILIARIZE HIMSELF ui 7 �/ WITH ALL CONDITIONS AFFECTING HIS WORK. THE SUBMISSION OF HIS PROPOSAL WIRING DEVICES Z SHALL INDICATE SUCH KNOWLEDGE. NO ADDITIONAL PAYMENT SHALL BE MADE ON CLAIMS THAT ARISE FROM A LACK OF KNOWLEDGE OF THE EXISTING /r O O CONDITIONS. A. WIRING DEVICE COLOR SHALL BE WHITE, UNLESS OTHERWISE INDICATED. < C.CODE AND PERMITS B. PROVIDE TOTALLY ENCLOSED, 20 AMPERE, 120/240 VOLT, QUIET A/C GENERAL USE 1. INSTALLATION SHALL BE IN FULL ACCORDANCE WITH ALL CODES, RULES AND SNAP SWITCHES. Z w REGULATIONS OF MUNICIPAL, CITY, COUNTY, STATE AND PUBLIC UTILITIES AND C. SWITCHES SHALL BE SPECIFICATION GRADE AS MANUFACTURED BY HUBBELL, P&S, OR ALL OTHER AUTHORITIES HAVING JURISDICTION OVER THE PREMISES. LEVITON. V 2. COMPLY WITH ANY SPECIFICATION REQUIREMENTS THAT ARE IN EXCESS BUT NOT D. PROVIDE NEMA CONFIGURATION 5-20R DUPLEX 125 VOLT GROUNDING TYPE 7 V) PROJECT:WASHINGTON SQUARE BRANCH DRIVE UP ATM EXISTING IN CONFLICT WITH CODE REQUIREMENTS. RECEPTACLES RATED FOR 20 AMPERES UNLESS OTHERWISE INDICATED ON THE w L 3. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, PLAN REVIEWS AND DRAWINGS. ] SWITCHGEAR 'MDP' CERTIFICATES OF INSPECTION IN CONNECTION WITH HIS WORK, REQUIRED BY THE E. RECEPTACLES SHALL BE SPECIFICATION GRADE AS MANUFACTURED BY HUBBELL, P&5 FOREGOING AUTHORITIES. BEFORE FINAL PAYMENT OF THE CONTRACT 15 OR LEVITON. LOCATION: INT.ELECTRICAL RM SECTION 1 ALLOWED, ALL CERTIFICATES SHALL BE DELIVERED TO THE ARCHITECT IN F. RECEPTACLES REQUIRING AMPERAGES, VOLTAGES OR CONFIGURATIONS DIFFERENT z \ Unv DUPLICATE. FROM THE DUPLEX CONVENIENCE RECEPTACLES ABOVE SHALL BE AS INDICATED ON / CKT DESCRIPTION OF LOAD POLES CKT BRKR LOAD REMARKS THE DRAWINGS. No. FRAME TRIP KVA AMPS 4. ELECTRICAL MATERIAL AND EQUIPMENT SHALL BEAR THE UL LABEL EXCEPT WHERE O p UL DOES NOT LABEL SUCH TYPES OF MATERIAL AND EQUIPMENT. G. PROVIDE OTHER RECEPTACLES OF A QUALITY, MATERIAL AND WORKMANSHIP EQUAL UTILITY i SPACE 0 0 D.STANDARDS AND SUBSTITUTIONS TO THAT SPECIFIED FOR DUPLEX CONVENIENCE RECEPTACLES. PR I M AR Y 2 SPACE 0 H. PROVIDE COVER OR DEVICE PLATES FOR OUTLET BOXES AS FOLLOWS UNLESS 3 SPACE 0 1. WHEREVER THE WORDS "APPROVED BY", "APPROVED EQUAL", "AS DIRECTED" OR Q I- 4 SPACE 0 SIMILAR PHRASES ARE USED IN THE FOLLOWING SPECIFICATIONS, THEY SHALL BE OTHERWISE NOTED: ` 01. w 5 PANELW 1 3 200 200 42 117 UNDERSTOOD TO REFER TO THE OWNER AS THE APPROVING AGENCY. THE NAME 1. FINISHED AREAS: THERMOPLASTIC - COLOR TO MATCH DEVICE. p 6 PANEL'Er M 3 200 200 38 t05 SCOPE OF WORK OR MAKE OF ANY EQUIPMENT OR MATERIALS NAMED IN THIS SPECIFICATION 2. UNFINISHED AREAS: ZINC COATED SHEET METAL, ALUMINUM, OR CAST METAL, AS a 7 PANEL'C' Ill 3 100 100 50 139 (WHETHER OR NOT THE WORDS "OR APPROVED EQUAL" ARE USED) SHALL BE APPROPRIATE FOR THE TYPE OF BOX. EXISTING 8 SPACE 0 KNOWN AS THE "STANDARD". 3. TELEPHONE, COMMUNICATION, AND SIGNAL OUTLET PLATES, SHALL MATCH TOTAL 130 381 INgVIDUALBRERWITH(AKER )LOADFEATURES: 2. THESE SPECIFICATIONS ESTABLISH QUALITY STANDARD OF MATERIALS AND THOSE USED FOR RECEPTACLES AND SWITCHES. ALL OUTLET AND/OR JUNCTION ` VOLTAGE: 208 V (E)BREAKER WITH(E)LOAD � / r PHASE: 3 PH IF)BREAKER WITH(M)LOAD EQUIPMENT TO BE PROVIDED. SPECIFIC ITEMS ARE IDENTIFIED BY MANUFACTURER, BOXES SHALL BE COMPLETE WITH A COVER PLATE BY THIS CONTRACTOR. `i/ (E) UTILITY XFMR WIRE: 4 W TRADE NAME OR CATALOG DESIGNATION. THIS CONTRACTOR SHALL SUBMIT HIS 5. WHERE DEVICES ARE GANGED, THEY SHALL BE INSTALLED UNDER A COMMON O AIC:SERIFS* BASE BID PRICE BASED UPON STANDARD SPECIFIED EQUIPMENT DESCRIBED HEREIN COVERPLATE. ADDITIONAL FEATURES: AND AS DETAILED ON DRAWINGS AND ASSOCIATED CONTRACT DOCUMENTS. I. LOCATE THE SWITCHES APPROXIMATELY 4'-0" ABOVE THE FINISHED FLOOR O MOUNTING:SURFACE *SERIES RATED FOR AVAILABLE FAULT THESE SPECIFICATIONS ARE NOT TO BE CONSIDERED PROPRIETARY THE ELEVATION OR NEAREST BLOCK COURSE (WITHIN A.D.A. REQUIREMENTS), UNLESS BUSING: 600 AMP CONTRACTOR MAY SUBMIT INFORMATION ON MATERIALS AND MANUFACTURERS OTHERWISE INDICATED. THE LONG DIMENSION OF THE SWITCHES SHALL BE MAIN: 600 (OTHER THAN THOSE LISTED) FOR REVIEW BY THE ARCHITECT AND ENGINEER NO VERTICAL. u o m LATER THAN TEN (10) DAYS BEFORE BIDS ARE SUBMITTED. IN ADDITION, SAMPLES J. LOCATE RECEPTACLES APPROXIMATELY 1"-6" ABOVE THE FINISHED FLOOR ELEVATION ' EXISTING OF PROPOSED EQUIPMENT MAY BE REQUIRED TO BE SUBMITTED TO THE ENGINEER OR NEAREST BLOCK COURSE (WITHIN A.D.A. REQUIREMENTS), UNLESS NOTED PROJECT: WASHINGTON S(xJAREBRANCHDRIVEUPATM EXISTING FED FROM:PANEL'MDP' FOR REVIEW NO LATER THAN TEN (10) DAYS BEFORE BIDS ARE SUBMITTED. OTHERWISE. THE LONG DIMENSION OF RECEPTACLES SHALL BE VERTICAL. L�1 MANUFACTURERS OF PRODUCTS ACCEPTED BY THE ARCHITECT AND ENGINEER WILL BE LISTED IN AN ADDENDUM TO THE SPECIFICATIONS AS AN ACCEPTABLE GENERAL NOTES: LOCATION: INT.ELECTRICAL RM PANEL SUBSTITUTION EQUIPMENT ACCEPTED AS DETAILED BELOW AND SHALL BE SHOWN ICVALOAD I I KVALOAD AS A SEPARATE ADD OR DEDUCT PRICE TO BE FACTORED INTO THE BASE BID PRICE BY THE ARCHITECT AND OWNER IF ACCEPTED. Consultants IVI (E) UTILITY METER OADDESCRPTION LTG RECP OTHER TRP POE Wa A B c a in TRIP POLE LTG REca OTHER LOAD DESCRIPTION l. EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED ON A LIMITED & DISCONNECT 1A RCPT-LOAN 0.7 20 1 1 2 20 1 0.5 RCPT-HALL 2A 3. SHOULD THE CONTRACTOR PROPOSE TO FURNISH MATERIALS AND EQUIPMENT AMOUNT OF INFORMATION AVAILABLE TO THE ENGINEER. ALL SUCH CONDITIONS 3B RCPT-LOAN 0.7 20 1 3 4 20 1 0.4 RCPT-BANK 48 OTHER THAN THOSE SPECIFIED OR APPROVED BY ADDENDUM, SUBMIT A WRITTEN SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO SUBMITTING THE BID AND REQUEST FOR SUBSTITUTIONS TO THE ARCHITECT AT THE BID OPENING. THE 5C RCPT-LOAN 0.7 20 1 5 e 20 t 0.5 RCPT-TELLER 6CREQUEST SHALL BE AN ALTERNATE TO THE ORIGINAL BID; BE ACCOMPANIED WITH ADJUSTED IF NECESSARY. NO ADDITIONAL COMPENSATION SHALL BE GRANTED la RCPT-FLR.FAN 0.5 20 1 7 8 20 1 0.7 RCPT-TELLER aA COMPLETE DESCRIPTIVE (MANUFACTURER, BRAND NAME, CATALOG NUMBER, ETC.) AFTER AWARDING A BID FOR ANY EQUIPMENT, MATERIAL OR LABOR REQUIRED TO 6800AF 9B RCPT-LOAN 0.7 20 1 9 10 2D 1 0.7 RCPT-TELLER 1OB AND TECHNICAL DATA FOR ALL ITEMS. FAILURE BY THIS CONTRACTOR TO SUBMIT REWORK OR OTHERWISE MODIFY EXISTING CONDITIONS. DISC 11c SPACE 11 12 20 1 0.5 RCPT-ROOF 12C THE REQUISITE DOCUMENTATION DETAILED ABOVE SHALL BE UNDERSTOOD BY THE 2• THIS LIGHTING DESIGN IS BASED ON A COMBINATION OF STATE STANDARDS, THE 3P ARCHITECT AND ENGINEER TO INDICATE THAT SUBSTITUTE EQUIPMENT WILL NOT BANK'S CURRENT SECURITY POLICY FOR EXTERIOR ATM AND AFTER-HOUR 13A RCPT-FLR 0.5 20 1 13 to 20 t 03 FAN i4A DEPOSITORIES AND BANK GUIDELINES FOR NON-SECURITY COMPLIANCE ZONES. 15B ! RCPT-LOAN 0.7 20 1 15 1620 t 0.9 RCPT-GENERAL 68 BE PRESENTED BY THE CONTRACTOR FOR CONSIDERATION. SUCH SUBSTITUTIONS t7c RCPT-GENERAL 0.9 20 1 t7 18 20 t SPARE 16C WILL NOT BE CONSIDERED AFTER THE BID OPENING DATE AND DELAY OF PROJECT 3. TRIM ALL TREES/LANDSCAPING TO MINIMIZE IMPEDING LIGHT FROM ANY LIGHT WILL NOT BE PERMITTED FOR FURTHER INSPECTION AND EVALUATION AFTER THIS FIXTURES THAT IMPACT THE 60' RADIUS AROUND ALL ATMS AND A RADIUS OF 50' 19A RCPT-GENERAL 0.9 20 1 19 2D 20 1 0.9 RCPT-GENERAL 20ADATE. AROUND ALL AFTER-HOUR DEPOSITORIES. CONSIDERATION MUST BE GIVEN TO 218 RCPT-GENERAL 1.1 20 1 21 22 20 1 1.1 RCPT-GENERAL 228 4. WHERE SUCH SUBSTITUTIONS ALTER THE DESIGN OR SPACE REQUIREMENTS TREES/LANDSCAPING IN A STATE OF FULL FOLIAGE/BLOOM AND FUTURE GROWTH. 23C RCPT-GENERAL 0.9 20 1 23 24 20 1 0.9 RCPT-GENERAL 24C INDICATED ON THE DRAWINGS, INCLUDE ALL ITEMS OF COST FOR THE REVISED ALL LANDSCAPING WORK WILL BE PERFORMED BY OTHERS WITH A SEPARATE AREA OF 25A RCPT-GENERAL 1.1 20 1 25 26 20 t 1.1 RCPT-GENERAL 26A DESIGN AND CONSTRUCTION INCLUDING COST OF ALL ALLIED TRADES INVOLVED. PERMIT (IF REQUIRED). EXISTING 278 RCPT-GENERAL 0.9 20 1 27 28 20 t 0.8 RCPT-GENERAL 288 5. ACCEPTANCE OR REJECTION OF THE PROPOSED SUBSTITUTIONS SHALL BE SUBJECT 4. ALL MOUNTING HEIGHTS ARE INTENDED TO THE BOTTOM OF THE FIXTURE. (E) SWITCHGEAR 'MDP' WORK _ _ _ _ TO APPROVAL OF THE ARCHITECT AND ENGINEER. IF REQUESTED, THE 5. CONTRACTOR TO FIELD VERIFY FIXTURE PLACEMENT DIMENSIONS PRIOR TO r 29C �2CPr'UE17!!WR - - T - - ZO r 9 30 20 1 0.9 RCPT-GENERAL 30C CONTRACTOR SHALL SUBMIT(AT HIS COST) INSPECTION SAMPLES OF BOTH THE Seal 600A, 120/208V CONSTRUCTION. 31A ! NEW ATM [1](2][3] 2s 3D 1 1 32 20 2 t5 32A SPECIFIED AND PROPOSED SUBSTITUTE ITEMS. 6. DIMENSIONING PROVIDED IS FOR PROPOSED FIXTURE LOCATIONS ONLY, UNLESS 3PH, 4W I WATER HEATER t 336 NEW CANOPY LTG (1](z] OJ 20 1 13 1.5 -8 OTHERWISE NOTED ON THE DRAWING. Op 6. IN ALL CASES WHERE SUBSTITUTIONS ARE PERMITTED, THE CONTRACTOR SHALL PRF S -NQ ROf�GENWA6- _ _ _ _ _ 04- - 20. 1 35 36 20 2 15 36C BEAR ANY EXTRA COST OF EVALUATING THE QUALITY OF THE MATERIAL AND EXISTING LOAD 7. THE CONTRACTOR SHALL ATTEMPT TO ELIMINATE THE USE OF EXPOSED CONDUIT 9 GINR _ -A 3.5 1.5 -A EQUIPMENT TO BE PROVIDED, INCLUDING ALL ARCH/ENGINEER FEES ASSOCIATED WHERE POSSIBLE. IF EXPOSED CONDUIT IS NECESSARY, THE CONTRACTOR SHALL 398 EXISTING LOAD 3.5 40 3 39 40 20 2 1.0 408 WITH CHANGE. VERIFY USE WITH PROJECT MANAGER. TEMP SIGN P -C 3.5 - - 1,0 -C 8. ALL EXISTING LIGHTS WILL BE REPLACED WITH LED LIGHTS AND ALL PROPOSED �Gf TOTALS-- 0a 2a 136 mi ea <__TOTALS LIGHTS WILL ALSO BE LED, UNLESS OTHERWISE NOTED. OREGON ADDITIONAL FEATURES: 9. ALL FIXTURES ARE TO BE MOUNTED ABOVE FINISH GRADE. 44 l0� VOLT. 120rz06V,3PH,4W CONNECT almNo DEMAND MATT-WIRE BRANCH CIRCUITS WITH SAVED NEUrRALSSHALL HAVE ACIRCUIT BREAKER 10. UNLESS OTHERWISE NOTED, MATCH EXISTING POLE BASES. �F LOAD(KVAj FACTOR LOAD(KVA) HANDLE RE ApP PIC AIL: t0,000AIC 3 X NEC2041 = 6<_RECEPTG ALL CARCUITBREAKERS AND LOADS ARE(E)UNLESS OTHERWISE NOTED LIGHTING FIXTURES EXPIRES: t2�31�ZoZ2 20 X NEC 2225% = 16<--- RECEPTACLES LIGHTING CONTROL NOTES: MOUNT: SURFACE X 259:OF MOTOR = <-IARCESTMOiDR INDIVIDUAL BREAKER NOTES: 400AF 400AF 200AF 21 x to 21<-OTHER 11]REMOVE(E)CIRCUIT BREAKER A. ALL LIGHTING FIXTURES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL 350AT 350AT 175AT BV55: 225 AMP BUSING - PI N)CIRCUIT BREAKER W IN)LOAD CONTRACTOR AS INDICATED ON THE LIGHTING FIXTURE SCHEDULE, INCLUDING THE CONTRACTOR SHALL VERIFY THE CONTROLS FOR ALL EXTERIOR LIGHTING AND 3P 3P 3P 44 KVA 1225 AMPS 38 KVA 105AMPS PI PROVIDE ISOLATED GROUND EXTERNAL ACCESSORIES. EXTERNAL ACCESSORIES SHALL BE OF SAME ATM/AHD INTERIOR LOBBIES ON THE SITE(EXCLUDING SIGNAGE)AND ADJUST ACCORDING NI MANUFACTURER FOR ALL TYPES. TO THE FOLLOWING: MAIN: MgINLUGSONLY IS B. ALL FIXTURES SHALL BEAR THE UNDERWRITER'S LABORATORIES LABEL AND SHALL BE • IC3 CONTROL DATEPRINTED. 0111021 INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL VERIFY THAT EXTERIOR LIGHTING CIRCUITS ARE CONTROLLED C. DRIVERS FOR LINEAR FLUORESCENT LAMPS SHALL BE ELECTRONIC, PARALLEL, BY THE CORRECT IC3 CIRCUIT. WHERE EXTERIOR LIGHTING IS INCLUDED ON TPANEL EXISTING 7PANEL INSTANT-START, NORMAL OUTPUT TYPE, LESS THAN 10%THD, CBM AND ETL CERTIFIED. CONTROL CIRCUITS FOR INTERIOR SYSTEMS, INTERIOR LIGHTING, OR EXTERIOR NORR D. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY SUPPORT MEDIA SIGNAGE, CONTRACTOR SHALL ADJUST EXTERIOR LIGHTING TO THE CORRECT FOR ALL LIGHTING FIXTURES INCLUDING STRUCTURAL STEEL, ANGLE, RODS, ETC. IN CONTROL CIRCUIT AS REQUIRED. j GENERAL, FLUORESCENT AND HIGH INTENSITY DISCHARGE FIXTURES SHALL BE • PHOTOCELL CONTROL: PANEL I I SUPPORTED IN A MANNER ACCEPTABLE TO THE LOCAL INSPECTION AUTHORITIES. CONTRACTOR SHALL REPLACE EXISTING PHOTOCELLS WITH NEW AND INSTALL IN AALL FIXTURES SHALL BE FIRMLY SUPPORTED FROM BEAMS OR JOISTS. LOCATION BEST SUITED TO PROVIDE APPROPRIATE LIGHT EXPOSURE SUCH THAT 'A' I D.I. PROVIDE ALL NECESSARY BACKING, BLOCKING AND SUPPORTS FOR WALL EXTERIOR LIGHTS ARE ON DURING DARKNESS. 1 631 Alhambra Blvd, Suite 1 00 MOUNTED FIXTURES. Sacramento, CA 95816 USA 2 55A I 225A I D.2. FIXTURES SHALL NOT BE SUPPORTED FROM ROOF DECK. TIME CLOCK CONTROL: (91 6) 930-0210 E. ALL LIGHTING CONTROLS TO BE VERIFIED BY CONTRACTOR PRIOR TO WORK. CONTRACTOR SHALL VERIFY LOCATION OF TIME CLOCK. IF TIME CLOCK 15 IN www.norr.com ( F. FIXTURE MODIFICATIONS OR DEVIATIONS MUST BE APPROVED BY THE EOR PRIOR TO ELECTRICAL ROOM ALONG WITH IC3 CONTROLS, CONTRACTOR SHALL ADJUST WORK. CIRCUIT TO BE CONTROLLED BY IC3 EXTERIOR LIGHTING CONTROLS. IF TIME CLOCK G. CONTRACTOR SHALL SUPPLY NEW SITE LIGHT POLES, AS APPLICABLE, AND MATCH IS IN A REMOTE LOCATION NOT IN CLOSE PROXIMITY TO THE IC3 CONTROLS, EXISTING POLE TYPE AND COLOR. CONTRACTOR SHALL VERIFY TIME CLOCK IS SET PROPERLY AND LEAVE CIRCUIT ON Project Manager Drawn EXISTING H. CONTRACTOR SHALL ORDER ALL FIXTURES FROM BORDER STATES IN ACCORDANCE TIME CLOCK CONTROL. R. DEUTSCH J. PANIAGUA WITH WITH BANK OF AMERICA NATIONAL ACCOUNT. CONTACT NATIONAL . MANUAL CONTROL: AREA OF ACCOUNT QUOTES DEPARTMENT AT BOA@BORDERSTATES.COM OR 704-372-3040. Project Leader Checked I. CONTRACTOR SHALL VERIFY AND DOCUMENT COMPLETED WORK DURING NIGHT CONTRACTOR SHALL VERIFY THAT NO EXTERIOR LIGHTING IS CONTROLLED PANEL WORK HOURS. ALL FIXTURES MUST BE FUNCTIONAL DURING NIGHT HOURS PRIOR TO MANUALLY. IF ANY EXTERIOR LIGHTING IS ON A MANUALLY CONTROLLED CIRCUIT, J. CHAPIN S. PIC-KELL SCHEDULING FINAL SURVEY. CONTRACTOR SHALL ADJUST TO BE CONTROLLED BY PHOTOCELL OR IC3, J. CONTRACTOR SHALL PROVIDE BEFORE AND AFTER NIGHT TIME PHOTOS OF SITE. WHICHEVER IS MOST ECONOMICALLY ACCOMPLISHED. Client rDt K. CONTRACTOR SHALL RECEIVE A PUNCHLIST UPON FINAL SURVEY FOR ANY ADDITIONAL CONTRACTOR NOTES: I OOA - REMAINING ITEMS TO BE COMPLETED. CONSTRUCTION COMPLETION VERIFICATION UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL PROVIDE VERIFICATION IN WRITING TO THE BANK OF AMERICA PJM THAT ALL WORK IS COMPLETE ACCORDING TO THE CONSTRUCTION DOCUMENTS, AND THAT ALL EXTERIOR LIGHTING IS FUNCTIONING DURING NIGHTTIME HOURS. COMPLETION PHOTOS,TAKEN AT NIGHT, SHALL BE PROVIDED IN THE FOLLOWING FORMAT: PROVIDE A SINGLE DOCUMENT CONTAINING THE FOLLOWING: Drawing Title • SITE PHOTOS FROM ALL SIDES OF BUILDING SINGLE LINE DIAGRAM NOTE: - • MINIMUM OF 3 PHOTOS OF EACH COMPLIANCE AREA(ATM(S), AFTER-HOUR 1. ALL EQUIPMENT IS EXISTING AND SHOWN ONLY FOR REFERENCE DEPOSITORIES, ASSOCIATE ENTRY) FROM DIFFERENT ANGLES �y TO AREA OF WORK. Reference only • MINIMUM OF 2 PHOTOS OF ALL NON-COMPLIANCE AREAS FROM DIFFERENT ANGLES �i 2. CONTRACTOR SHALL TEST AND VERIFY AFFECTED CIRCUITS Not part of this permit PRIOR TO WORK. 3. ANY CHANGES TO THE DESIGN,INCLUDING CIRCUIT(S)MUST BE Check Scale (may be photo reduced) APPROVED BY THE EOR PRIOR TO WORK. 0 1 inch 0 1 Omm 6mommmmmmiiiii! 6==i EXISTING SINGLE LINE DIAGRAM Project No. )CSR21 -0014 1 SCALE: NTS Drawing No. E0 . 00 PATH AND FILENAME: P:\RETAIL\JLL\ATM CAP-ADD\JCSR21-0014 - BOFA- CAP-ADD -OR WASH SQ\500-DELIV\ELEC\SHEETS\EO.00 SINGLE LINE DIAGRAM.DWG PLOTSYLE TABLE: ---- PLOT DATE:June 14, 2021 TIME: 5:02 PM DATE ISSUED FOR REV KEYNOTES GENERAL NOTES OEXISTING FIXTURES TO REMAIN.PROTECT IN PLACE. 1. SITE CONDITIONS MAY NOT HAVE BEEN FULLY FIELD VERIFIED.CONTRACTOR TO INFORM ENGINEER OF 4/9/2021 PERMIT SUBMISSION E RECORD OF ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS BEFORE AND O INSTALL NEW LIGHT FIXTURE AND CONNECT TO EXISTING CANOPY LIGHTING CIRCUIT.EXTEND EXISTING DURING CONSTRUCTION.ALL FIELD CHANGES MUST BE APPROVED BY THE ENGINEER OF RECORD. O CIRCUIT AS NEEDED.GC SHALL VERIFY FIXTURES ARE CONNECTED TO EXISTING EMS/TIMER AND o_ X PHOTOCELL PER LOCAL ENERGY CODES. 2. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION,DETAILS,AND NOTES. E E DISCONNECT AND REMOVE EXISTING AREA LIGHT AND INSTALL NEW AREA LIGHT ON EXISTING POLE& 3. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION,DETAILS,AND NOTES. O BASE,MAINTAIN EXISTING CIRCUIT AND CONTROLS.REFER TO LIGHT GY1 SCHEDULE FOR NEW AREA LIGHT. 4. CONTRACTOR SHALL COORDINATE WITH TENANTS SECURITY CONTRACTOR FOR THE PROVISION OR i.i RELOCATION OF SECURITY CAMERAS.FIELD COORDINATE LOCATIONS WITH OPERATORS SECURITY x O LIGHTING LEVELS TO COMPLY WITH ORS 714.295. VENDOR.PROVIDE ALL POWER AND DATA RUNS AS REQUIRED.PATCH EXISTING FINISHES IN KIND WHEN o RELOCATING EQUIPMENT. m 5. FIELD VERIFY EXTENT OF DEMOLITION NEAR BUILDING SHOWN TO REMAIN. PROVIDE ALL DEMOLITION AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. REMOVE EXISTING WORK AS INDICATED AND AS U REQUIRED FOR INSTALLATION OF NEW WORK. U 6. EXISTING UTILITIES:PROTECT ACTIVE UTILITY LINES THAT ARE TO REMAIN. REPAIR OR REPLACE ANY SUCH UTILITIES DAMAGED BY THIS WORK AT NO ADDITIONAL COST TO OWNER. 7. LOCATE AND DISCONNECT ALL MAIN UTILITIES WITHIN DEMOLITION AREA.REFER TO SHEET E0.00 FOR CIRCUIT INFORMATION. 8. ANY DEVIATION FROM THIS DESIGN REQUIRES APPROVAL FROM THE ENGINEER OF RECORD PRIOR TO WORK. NORR ASSOCIATES INC. AND THE UNDERSIGNING 9. WHERE APPLICABLE;D-DEMN-NEW,E-EXISTING LICENSED PROFESSIONALS DO NOT REPRESENT O THAT THESE PLANS AND SPECIFICATIONS ARE SUITABLE FOR ANY OTHER CLIENT AND/OR SITE OTHER THAN THE ONE DENOTED. NORR ASSOCIATES INC. AND THE UNDERSIGNING LICENSED PROFESSIONAL DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN WHOLE OR IN PART BY ANOTHER CLIENT OR AT ANY OTHER SITE. DRAWINGTHIS R CONSTRUCTION UNTIL SIGNED BY THE LICENSED PROFESSIONALS. I ALL DRAWINGS AND WRITTEN MATERIAL i ASSOCIATED WITH THIS PROJECT CONSTITUTE THE i ORIGINAL AND UNPUBLISHED WORK OF NORR ASSOCIATES INC. AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF NORR ASSOCIATES INC. IF;ni In I Project W i cl oC z cc Q_ : I E I z _- E -�i z o i e= DEMO . - - I ( p o \ ILANQY DE DE I A I I �, -_ 1 LANE Et. i E �� _ I V O YtLn LLJ a D JV - - - - -...-- SQ --� Consultants SITE LIGHTING PLAN North 1 SCALE: 1" = 20'-0" Seal R G I M& qS EXISTING BANK OF EXISTING BANK OF AMERICA AMERICA \may OREGON�o ,A( 3,40„ ct' X, _ P.P11 �ZI E I + E E E rE 14.3 11. EXPIRES: IZ/'�1�200I 20.0 12.0 6.� I LM1 --- -- ------- � � \La 7-1 4 -- - -- - - -_-- --- 27. 11.8 7.0 NORR I I y 8.4 7.9 -- i PARKI - �- -A = LANE I * ) 1631 Alhambra Blvd, Suite 100 1> 6.2 5.9 5.7 4.3 3.1 4.3[-=:>1 13.8 20.4 21.5 21.2 13.1# 8.1 13.5 9.7 5.6 5.8 7.2 8. Sacramento, 95816 USA -v (916) 930-021010 E E E E www.norr.com 7. 79 .7 4.3 3.3 4.0 6.81 1 .4 21.1 5 265 14.1 8.2 8.1 7.2 5.8 6.3 7.3 6, 5. 7 4.00 .1� .6 26.5 29.3 26.9 15.0 8.5 6.4 5.7 5.8 Project ManagerDrawn .2 3 18 61 S. TA _ - --- R. DEUTSCH J. PANIAG 9,4 8.0 9.0 5.6 2 25.4 25.9 23.9 .1 6.0 5.5 6.7 7. 6. Project Leader Checked UA . - _ J. CHAPIN S. PIC-KEEL 0 7.3 8.0 7.4 7.1 9.2 8.6 149 16.6 15.9 15.7 10.4 4.8 4.3 4.8 5.6 5.0 7.1 8.2 .1 Client L 1 1 LANE 2 LANE 2� _ 0 6.5 16.0 6.0 9.2 10.11 13.4 14.5 11.6 1� 1 7.3 15.4 3.9 { 4.3 4.8 4.4 4 5 I m f I I i i ' * ' + 6.4 �5.1 5.4 9.0 10.8 8.7 9.3 12.0 9 5 6.0 14.9 4.3 4.1 4.3 4.4 3.9 4 I � I i E E ( E E -- 5.2 6.0 .5 6. 6.9 7 7.5 fi.6 9 4A .2 4. 4.0 �.0 7 4 ( 1 8 8 4 1 4.1 { Drawing Title r-- _.. II --------------------------- -- ---- ---------------------- ---- - \ j I ( - I --�i LIGHTING PLAN 4.3 5.0 5.1 5.3 5.9 5.9 6.0 6.2 5.9 t.0 4.9 4.8 4.0 3.4 i0 � g Reference only _-.. Y1 Q 3.1 3.4 4.5 6.1 6.0 5.0 5.1 5.0 4.8 5.6 S.2 3. blot part of this permit 2 2 3.2 5.1 6.7 5.9 5.0 5.1 /65- 6.2 \, �J \ Check S NEI g'_6" - --- ( )\ h tale (may be photo reduced) ! C -- - --------------- - - - -_-_._ ` -6 N - 6 / `�inch `�Omm -- . Project No. JCSR21 0014 CANOPY LIGHTING DEMOLITION PLAN - ENLARGED ' , CANOPY LIGHTING NEW PLAN - ENLARGED N , ENLARGED PHOTOMETRIC PLAN N 4 , Drawing No. North Nar[h North � � . OO SCALE: 1/4" = 1'-0" SCALE: 1/4" = l'-0" SCALE: 3/32" = 1'-0" PATH AND FILENAME: P:\RETAIL\JLL\ATM CAP-ADD\JCSR21-0014 - BOFA - CAP-ADD - OR WASH SQ\500-DELIV\ELEC\SHEETS\E1.00 LIGHTING PLAN.DWG PLOTSYLE TABLE: ---- PLOT DATE:June 14, 2021 TIME: 5:02 PM KEYNOTES GENERAL NOTES DATE ISSUED FOR REV EE ONEW DRIVE THRU ATM DIEBOLD#7790.REFER TO ARCH DETAIL 3/A1.00 FOR EXACT LOCATION. 1. SITE CONDITIONS MAY NOT HAVE BEEN FULLY FIELD VERIFIED.CONTRACTOR TO INFORM ENGINEER OF COORDINATE WITH BoA PM AND ATM VENDOR PRIOR TO WORK, RECORD OF ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS BEFORE AND 4/9/2021 PERMIT SUBMISSION n DURING CONSTRUCTION.ALL FIELD CHANGES MUST BE APPROVED BY THE ENGINEER OF RECORD. o O NEW UNDERGROUND CONDUIT STUB UP FOR POWER AND DATA CONNECTIONS TO NEW DRIVE THRU X ATM.REFER TO CIVIL DETAIL 7/C1.10 FOR BOLT PATTERN AND LOCATION OF CONDUIT ENTRANCE. 2. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION,DETAILS,AND NOTES. E E O PROVIDE(2)2"C FOR COMMUNICATION,ALARM,AND CAMERA DATA AND PROVIDE(2)#10 AWG,(1)#10 3. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION,DETAILS,AND NOTES. n AWG ISOLATED GROUND,AND(1)#10 AWG EQUIPMENT GROUND IN 314"C FOR ATM POWER.NEW CIRCUIT IN PANEL FOR ATM POWER.REFER TO CIVIL DETAIL 31C1.00 FOR EXACT PATHWAY AND 4. CONTRACTOR SHALL COORDINATE WITH TENANTS SECURITY CONTRACTOR FOR THE PROVISION OR N BOLLARD LOCATION. RELOCATION OF SECURITY CAMERAS.FIELD COORDINATE LOCATIONS WITH OPERATORS SECURITY x VENDOR.PROVIDE ALL POWER AND DATA RUNS AS REQUIRED.PATCH EXISTING FINISHES IN KIND WHEN o ONEW ELECTRICAL PATHWAY FOR NEW ATM POWER CIRCUIT.CONTRACTOR TO VERIFY INTEGRITY OF RELOCATING EQUIPMENT. EXISTING PATHWAY PRIOR TO WORK. 5. FIELD VERIFY EXTENT OF DEMOLITION NEAR BUILDING SHOWN TO REMAIN. PROVIDE ALL DEMOLITION AS OCONTRACTOR TO PROVIDE NEW PATHWAY(J-HOOK,CABLE TRAY,ETC)FOR NEW ATM COMMUNICATION, REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. REMOVE EXISTING WORK AS INDICATED AND AS ALARM,AND CAMERA DATA TO I.T./NETWORK ROOM.CONTRACTOR SHALL COORDINATE PATHWAY AND REQUIRED FOR INSTALLATION OF NEW WORK. SYSTEM REQUIREMENTS WITH ATM VENDOR PRIOR TO WORK 6. EXISTING UTILITIES:PROTECT ACTIVE UTILITY LINES THAT ARE TO REMAIN. REPAIR OR REPLACE ANY SUCH ODISCONNECT AND REMOVE POWER TO EXTERIOR DRIVE THRU VACCUM AIR TUBE(VAT)WITH ALL UTILITIES DAMAGED BY THIS WORK AT NO ADDITIONAL COST TO OWNER. ASSOCIATED CONTROLS.RETAIN EXISTING POWER CIRCUIT IN LANE 1 $2 FOR NEW ATM USE.REFER TO DETAIL 2/E2.00 7. LOCATE AND DISCONNECT ALL MAIN UTILITIES WITHIN DEMOLITION AREA.REFER TO SHEET E0.00 FOR CIRCUIT INFORMATION. ODISCONNECT AND REMOVE DATA CONNECTION(S)FROM DRIVE THRU VAT.TERMINATE BACK IN I.T. ROOM.COORDINATE WITH LT VENDOR PRIOR TO WORK. 8. ANY DEVIATION FROM THIS DESIGN REQUIRES APPROVAL FROM THE ENGINEER OF RECORD PRIOR TO WORK. NORR ASSOCIATES INC. AND THE UNDERSIGNING ODISCONNECT AND REMOVE INTERIOR VAT ELECTRICAL EQUIPMENT WITH ALL ASSOCIATED CONTROLS. LICENSED PROFESSIONALS DO NOT REPRESENT RETURN VAT EQUIPMENT TO OWNER. THAT THESE PLANS AND SPECIFICATIONS ARE OREMOVE ANY POWER AND DAT A CONNECTIONS ASSOCIATED WITH UNDERGROUND DRIVE THRU VAT SUITABLE FOR ANY OTHER CLIENT AND/OR SITE TUBE.MAINTAIN EXISTING CIRCUIT AS NEEDED.RETURN ALL REMOVED FIXTURES TO OWNER. OTHER THAN THE ONE DENOTED. NORR ASSOCIATES INC. AND THE UNDERSIGNING LICENSED PROFESSIONAL DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE -- - USED IN WHOLE OR IN PART BY ANOTHER CLIENT SwKASHIAlGr OR AT ANY OTHER SITE. Q!/gRERO THIS DRAWING IS NOT FINAL OR TO BE USED FOR ! w CONSTRUCTION UNTIL SIGNED BY THE LICENSED EXISTING PROPERTYPROFESSIONALS. L(NE ".- -- ALL DRAWINGS AND WRITTEN MATERIAL ASSOCIATED WITH THIS PROJECT CONSTITUTE THE I ORIGINAL AND UNPUBLISHED WORK OF NORR ASSOCIATES INC. AND THE SAME MAY NOT BE I DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF NORR ASSOCIATES INC. I i a a a a i I , I Project LU RA iz Z — EXISTING BANK I �� 0 0 i OF AMERICA ! w L 1 i i aCLVo zU �\!` — _� z i V, LANE: J jII 2 r-- I E2.00 DEM �.�/ Q o i=1 I i I z ) o E. ce LAN . I 3 NEW , Imo---- LV r l I CD<= i V) EXISTING PROPERTY UNE ---------- I — — — — — — — — — — — — — — — — — — — — — — — — — — — — ( � Consultants SITE PLAN "O"h 1 SCALE: 1" = 20'-0" Seal PROp�s GINe OREGON,4 EXISTING BANK OF AMERICA EXISTING BANK OF AMERICA hP•Pic- EXPIRES: l'L/'✓I�2o2Z T I T I � L NORRfi \ I 1631 Alhambra Blvd, Suite 100 (9 - 95816 USA 16) 9300210 I � wvvw.norr.com LANE 1 \ LANE 1 - - - \ I Project Manager Drawn \ 2 I R. DEUTSCH J. PANIAGUA Project Leader Checked J. CHAPIN S. PIC-KELL OClient Reference only,; J Not part Of this pgrrn; LANE 2 LANE 2 Drawing Title POWER PLAN Aeterence only Reference only Jot part of this permit Not part of this permit Check Scale (may be photo reduced) `inch VJ Omm , ' , Project No. JCSR21 -0014 110�' CANOPY POWER DEMOLITION PLAN - ENLARGED North CANOPY POWER NEW PLAN - ENLARGED "°"h Drawing No. 2 - - 3 E2 . 00 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0' PATH AND FILENAME: P:\RETAIL\ILL\ATM CAP-ADDUCSR21-0014 - BOFA - CAP-ADD - OR WASH SQ\500-DELIV\ELEC\SHEETS\E2.00 POWER PLAN.DWG PLOTSYLE TABLE: ---- PLOT DATE:June 14, 2021 TIME: 5:02 PM