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BLD201904001-" OV ED A. CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 , J?c PHONE: (425) 771-0220 - FAX: (425) 771-0221 1 . I STATUS: ISSUED 08/26/2019 Peradt#: BLD20190400- BUILDING PERMIT Expiration Date: 08/26/2020 Project Address: 8105 LAKE BALLINGER WAY,: EDMOND& Parcel No: 00491100001404 PA011FATY IVITNFA APPLICA111T COnTRACTOR CHASE BANK STANTEC ARCHITECTURE SECURITY VAULT WORKS INC I I I I POLARIS PARKWAY C/O DANA RIZZO C/O TIMOTHY ABELL COLUMBUS, OH 43240 224 SOUTH MICHIGAN AVE STE 1400 122 LAFAYETTE AVE CHICAGO, IL 60604 LAUREL, MD 20707 (206) 890-5517 (312) 453-7605 (301) 776-2577 LICENSE #: SECURVW912KK EXP:05/11/2021 JOB DESCRIPTION EXTERIOR ACCESSIBILITY IMPROVEMENTS OF AN EXISTING CHASE BANK BRANCH TO PROVIDE A COMPLIANTREACH 14EIGHT AND SLOPE AT THE EXISTING EXTERIOR WALK-UP ATM. COMPLIANT SLOPES AT THE ADJACENT BRANCH ENTRANCE VALUATION: $27,000 PERMIT TYPE: Commercial PERMIT GROUP: 04 - Alteration/Rcinodel GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: RETAINING WALL ROCKERY: OCCUPANT GROUP: OCCUPANT LOAD: FENCE: 0 X 0 FT.) CODE: 2015 .OTHER: ------- OTHER DESC: VONE: CG NUMBER OF STORIES: 0 1 VESTED DATE: UM 0 NUMBER OF DWELLING UNITS: 0 ILOT B M ASEMENT � 0 1 ST FLOOR: 0 2ND FLOOR: 0 7FLOOR� BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 13RD FLOO 0 GARAGE: 0 DECK: 0 OTHER: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 I B OOMS BEDROOMS. 0 BATHROOMS: 0 BEDROOMS: 0 BATHROOMS: 0 FRONTSETRACK SIDESErBACK REARSEI'BACK REQUIRED: PROPOSED: — :� EQUIRED: PROPOSED: IREQUIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O IREQUIRED: PROPOSED: SETBACK NOTES: I AGREF TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON W�L BE E�MPL.OYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEIS COMPENSATION IS INSURA NCE A NO RCW 18:27. Nls� T1QUJS..QOT A PERMJJ�,UNTIL SIGNED BY THE BUILDING OFFCAL OR HISMER DEPUTY AND ALL FEES ARE PAID. Narre — - Date Released By ATTENTION ITIS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CZRTIFICAT13 OF OCCUPANCY HAS BEEN GRANTED. UBCI 09/ IBCI 10/ IRCI 10. FTRE APPLICANT = ASSESSOR Cn-Y STATUS: ISSUED BLD20190400 CONDITIONS i • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check thejob card for all required City inspections including final project approval and final occupancy inspections. • Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. SoundNoise originating from temporary construction sites as a result of construction activity are exempt from the noise fimits of ECC Chapter 5.30 only during the hours of 7:00arn to 6:00pm on weekdays and 10:00arn and 6:00prn on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites /activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to BCC 5.30.120. Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indernnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. I INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) I TO SCHEDULE INSPECTIONS BUILDING ENGINEERING (425) 7M0220 EXT. 1326 1. Go to: www.edmondswa.gov Building Department Inspections 2. Then: SeNces are now scheduled online. If you FIRE (425) 775-7720 3. Then: Perm its/Development have difficulties, please call the 4. Then: Online Permit Info Building Department front desk for PUBLIC WORKS (425) 771-0235 5: If you don't have one already, create a assistance during office hours. login (upper right hand corner) (425) 771-0220 RECYCLING (426) 275-4801 6: Schedule your inspection When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection — being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon. • B-Preconstruction meeting • B-Accesible Signage • B-Building Final • B-Other " C. 1 '67 - BUILDING PERMIT APPLICATION Development Seivices Building Division 121 5th Ave N / Edmonds, WA 98020 425.771.0220 For handouts, submittal requirements, permit status and inspection scheduling information go to: http://www.edmondswa.gov/ JOB SITE INFORMATION/LOCATION: (Where the work is taking place) Job Site Address: 8105 Lake Ballinger Way Parcel: 0080457 Lot/Unit/Suite#: N/A Subdivision: N/A PROPERTY OWNER: Name: JPMorgan Chase Bank, N.A. Mailing Address: 1111 Polaris Parkway City/State/Zip: Columbus, OH 43240 Phone#: (206) 890-5517 Email: rob.cole@chose.com OWNER INSTALLATION: *If yes, read and sign* Will work be performed by the property owner? 0 Yes ff] No I own, reside in, or will reside in the completed structure. This installation is being made on property that I own which is not intended for sale, lease, rent, or exchange according to RCW 18.27.090. Owner Signature: APPLICANT / CONTACT INFORMATION: Name of Applicant: Stantec Architecture - Dona Rizzo Mailing Address: 224 South Michigan Ave, Suite 1400 City/State/Zip: Chicago, IL 60604 Phone #: (312) 453-7605 E-mail: dana.rizzo@stantec.com GENERAL CONTRACTOR: (if different from applicant) General Contractor: Security Vault Works Inc. Mailing Address: 8731 Prestige Ct. City/State/Zip: Rancho Cucamonga, CA 91730 Phone #: (909) 276-8726 E-mail: garcian@svwinc.com WA STATE CONTRACTOR L & I # (CCB) & EXPIRATION DATE: IM CITY OF EDMONDS BUSINESS LICENSE#: TBD Office Use Only Permit #: 5L_u 0400 TYPE OF PERMIT (Provide El Accessory Structure/ Detached Garage Details on Page 2) El Addition E3 Demolition [I Mechanical • New Single Family/ Duplex El Plumbing • Fire Sprinkler D Remodel El New Commercial/ Mixed Use El Re -Roof El Signs El Tank El Tenant Improvement Exterior accessibility lil Other improvements Remodel Permit fees are based on: The value of the work performed. Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the work indicated on this application. Valuation: $27,000.00 PROPOSED NEW SQUARE FOOTAGE FOR THIS APPLICATION Basement sq ft: Finished El Unfinished El Ist Floor, sq ft: N/A 2nd Floor, sqft: N/A Garage/Carport:, sq ft: N/A Deck/Covered Porch/Patio: N/A rOther sq ft: N/A PROJECT DESCRIPTION Exterior accessibility improvements of an existing Chase bank branch to provide a compliant reach height and compliant slopes at the existing exterior walk-up ATM, and compliant slopes at the adjacent branch entrance. I certify that the information I have provided on this form/application is true, correct and complete, and that I am the property owner or duly authorized agent ofthe property owner to submit a permit application to the City of Edmonds. Print Name: Dana Rizzo - Sfantec Architecture Signature: Date i GENERAL COMMERCIAL DATA Occupancy Group(s): B (Existing) Occupant Load(s): Type(s) of Construction: V-B Fire Sprinklers: Yes 0 No El WA STATE ENERGY CODE: If your project affects the building envelope, mechanical systems, and/or lighting, you must complete the appropriate WSEC forms. DEFERRED SUBMITTALS: All commercial building permits that will require associated plumbing, mechanical, fire sprinkler, and/or fire alarm permits are applied for separately. TI / CHANGE OF USE / NEW BLDG: Include TRAFFIC IMPACT worksheet MECHANICAL EQUIPMENT COUNTS (New and Relocated) BTUs Gas Elec Other QtY A/C Unit /Compressor Air Handler /VAV Boiler Dryer Duct Exhaust Fans Fireplace Furnace Heat Pump Unit Hydronic Heatin it RoofTop it (Provide eleva- tions if a /ommercial Bldg) /e PLUMBING FIXTURE COUNTS (New, Relocated or re -piped) Qty QtY Clothes Washer Tub/ Showers Dishwasher Backflow Device (RPBA, DCDA B) Drinking Fountain Pressure Reduction/ gulator Valve Floor Drain/Sink Refrigerato ater Supply Hose Bibs XWer Heater - Tankless? Y or N Hydronic Heat Water Service Line Sinks Other: �T 71t S Other: GAS/FUEL CONNECTION COUNTS (New, Relocated or re -piped) BTUs Qty BTUs Qty A/C Unit Outdoor BBQ/ Fire pit Boiler Stove/Ra Dryer We-,r Heater Fireplace/ Insert Other: Fu �re Other: MEDICAL GAS, AIR VACUUM COUNTS (New, Relocated or re -piped) Qty Qty Carbon Dioxide Nitrous Oxide Helium Medical Air Other: Me Surgical Vacuum Other: Type of structure to be demolished: Square footage of structure to be clemlishql;L-� AHERA Survey done>.Y �<PSCAA Case#: Critical �A'r�eetermi nation: Study Required 0 Conditional Waiver El Waiver El Fill in Place 11 Fill Material: Removal _>wZfTank (Gallons) Areas D ination: I �Critical Study Required 0 Conditional Waiver 0 Waiver El G RADE/FI LL/ EXCAVATE Grading: Cut cubic yards Fill cub, c ya,_4—�� Cut/ F' i ritical Area: Yes E3 No El GENERAL PROVISIONS APPLICATIONS: Applications are valid for a maximum of I year. ESLHA Applications, 2 years. LICENSING: All contractors and subcontractors are required to be licensed with Washington State Department of Labor & Industries and have a current City of Edmonds Business License. GENERAL NOTES 1. ALLVVORKSHALLBEINCOM ��W��PU�B���4�ANDL�LBUI�ING CODES,RESULATUO .�DINANC�AND��R�INCWDNGA�MDOR�� N­.CAF ACCESUEBUTY CODES. 2. GEN. CONTRACTOR SMU COORISNXE WITH THE OWNERS VENDORS REGARDING ScHUEDUBUNG AND SEQUENCING OF THE WORK. 3. 11BECONSTRUCT NNOMMDD�NN��ESUPP�ED701�USN��ED�N�D Of �L�EOFCO�UC���IREDANDAREI�N�D�l�P��E��QUALI OF CONSIMUCTION, MATERIAL AND WORKMANSHIP 7HROUGHOUT. THEDRAWBING ARENOT70RESCALUSDFORINFORXTRONCONC WINGEDUSING CONDITIONS, ETC.. VERIHOATION MUS[ BE DONE I E REID. LARGE SCALE DRAWINGS — PRECEDENCE OVER SMALL SCALE DRAVINGS. 5. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR S HALL VERIFY EASTENCE AND LOCAUTION Of AU. ­NG ABOVE AND BELOW GRAD F. UTIBUTTES, INCUJD NO SANNARY SEWER STORRIA SEWER, WATIR. GAS, ELECTRICAL, TELEPHONE. FC. MY DISCREPANCIES IN UNULLY LOCATIONS SHALL BE BROUGHT TO THE IMNEDUMEi ATIENTION OF THE ARCHUTECT. 6. GUNERA_ ONTILACIOR SHALL BERESPONSIBLE FOR VERIFiCATION OFAU. BUILDING & SIR DIMENSION PRIOR TO BEGINNING CONSTRUCTION AND SHALL IMMEDIATRILY NOTIFY THE ARCHITECT F ANY VARIANCE OR DISCREPANCY AFFECTING NEW CONSTRUCTION PRIORTO PROCEEDING WITH WORB. 7. FIF­ 9. THE CONTRACTOR SHALL YEBBY AND COORDINATE ALL, AP FLXTU RED AND —PNEENT E UPPLIED AN OVOR INSTALLED BY= . LE RMEHMONS OF 10� UPON COMPLETONOF PROJECT CUSDARN ALL FINAL INS—ONS AS RECHIRRED BY LOCAL jURSOCT_ FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTONS AND CEINIF­ OF OCCUPANCY. 11. =NS OF EGRESS AND FRE PROTECTION SMALL. BE MANTAINED A' ALL71MEBANDANY " OFUREBA OR BIRLDING SYSTEMS SHALU. BE APPROVED AND COORDINATED IN ADVANCE WIN THE OWNER AND LOCAL BUILDING DEPARTMENT 1 GENERAL COWRACICR E RES ONSIBLE FOR COORDINATING THE OWNERS —ORS ON SITE DURING CONSTIRUCTON. REFER TO RBPONSIUMUTV MATRIX THIS SHEET. 14. -CONSTRUCTION VEHICLES SHALL BE ED PPEDWITHITHEMOSTMODERNHOMEMUFFLEELY AVARABLEANDALL ENGINES SHALL BE KEPT PROPERLY TUNED 15. GE ERAL COWITACTORTO PROVIDE EFFECTIVE MEANS OF DULL CONTROL FORTHESITB. SO ASNOTITOCREATE WAVORA-0­THROUGHOUTTHEDURUTONOF C-STURUClION.LNDMEETINEREQUIREMEWROF LOCALOODES AND ORDNANCEB. CONTRACTOR S�AUL BE RESPOINIBBLE FOR OESTAINUING REQUIRED PERMITS. 16. =CONTRA T R SHAU. BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING Cn­ PROJECT INFORMATION SC.11.1 RK 'EKTERIOR ACCESSIBILITY IMPROVEWENFS W PRONUDE EANDSOR AnA WITH C0WPL­F ACCESSUBLE REACH HEIGHT AND CLEAR FLOOR SPACE. BUD l�ROR WORK. JURISDICTION. CITY OF EDMONDS APN: OD80- REFERENCE C —INTERNATIONAL BUILDING CODE —INTERNABONAll MEC ANICAl. CODE �l 5 UNIFORM PLUMBING CODE �;,51141ERNATIOHIALFBRECOO VOKUHINGTORNSTATEENERGYC DE OC Al I T­ WITH WASHINGTON EUUMIE AMENDMENTS OCCUPANCY CLUASSIFICAFTON: DISTING / PROPOSED USE RETAIL BANK - BUSINESS GROUP B (ERUSTING, NO CHANGE) EXISTUNG BUILDING AREA CHASE BANK FIRST FLOOR: — S.F. [­G. NO CHANGE) TYPE OF cONSTRuCTON� (cHAPTER m: VT .—PRINKLERED OCCUIPANT LOAD TASUE —1.11: CCCLAPAW LOAD FACTOR: 1/1. 1,- SQ. 1. / 1. SOL I = 11 TOTAL COCUPANT R9 OCCUPANTS (EREnTNG. NO CHANGE) ERISTNGTORENARN,NOCNANGE. 17. WHENARCHTMCM CIVIL ENGIDIEEIRS, CITY ANENOR COUNTY STANDARDS DIFFER, THE MORE RESTRICTIVIESHNILPIREVA11­114FORM CONFUCISTOTHEARCHITECIL 1. PFO1­EDF`MAN oRVEHICU PRICTRICTON MARRICADES, TEWPORARY GLUMUD RABB. ANDCANO-14ECESSARYFORPEDIESTR AND—CLUARSAFETYASREQUIRRELIDE11HE AUTH.RTES, BE— SRI" CEO. 19. PREFER IF PReHEEf 1AA ALL ERIMRUOR FLOOR:PLAN DMENSIONM AR, TO ERTEUOR FACE OF MASONRY UNLESS DIN NSENOM.A�l�IORF�ORP�MMSIOMARE��EOFFIN�HUNUES3 OTHERWISENGIRD. DURING CONSIBLODON STIEVIS �E�6RB�MIBLE�R�NGM�GMIN� AND SHALL FRQVIDE COUNIS OF RIF LOGS. UPDATED CONSTRUCITOM SONEDIJUE ­11 SHAL. ABC INCLUDED AN ITENRIED 3 WEEK ClUlICKUK SCHEEKLILE. THE - NSTRRV�DN NOTREBTRCTAH­ CLEARANDUNOBSTRUCIESDACCESS TDANY:A k 4% LR DUSTRULPTION FACULTUB (POWER ­. PUU­, 7RAHMFO APPURNENANCES—)O MTHE LOCATO �M'�AH90�k-PUUPM��'EC�O�-Tk=�.-S��BEW�lN��OF�Y =rD.F=AHDB .EURU_. ITE VIS. WA.,PUAIRF PIU0. TO NEQUESTUNG — CO ITRUCTION ACCIESSIBUT HINECT. ALI NM COISMUCTION SHALL 11 VERIFIED TO 1111 .:VRITHTHELOCALLYADOM ACCBSIBit�REIU�011.11�INGIOUNDN�IN COMFUUU. I.—IMPLACEDATTLECONT ACTORS—DWIE—S.-WITHUYA—SHILE A..ACC-I..P..�IN.Al—��ALL.IMEAIU�lD�.A.I.CH�—l11-1 G.C. RESPONSIBLE FOR Cc:�RDUNATING ALL SITE WORK AND RELATED BUILDING WORK. MEASURE ALL SUCKIS ON IDERFAUDS AND RAMPS WISH RN' LONG DIGITAL LEVEL SET TO PERCENTAGE. CONFIRM, ALL SUDIFER ARE COMWANT WITIN DRAWINGS AND LOCAL CODE BEFORE CALLING FOR FINAL ARCHIFFECT PATH OFTINLRELINSPICLON. CONFULUCTIONPROJECIMUUNAGERAN—ARE RUPONSIBLE�RR��NGTHEPE��D:.�NS, IDENTIFYING ANY FRED CONDITIONS THAI VARY FROM APPROVED PERMITTED PLAINS AND CONFI BIG a 11 �%L — ­— / F_\ rl LL L �_] p AURORA VILLAGE PATH OF TRAVEL 8105 LAKE BALLINGER WAY EDMONDS, WA 98026 CHASE #10008 ABBREVIATIONS .H..A.R..— A A"E". INSUL muLAToN AC AR CONDITONRING .. _u. ACT' ACom" CELINGTHE MECH UCHAWCAL AFF ABOVE F"" No M. MANU.—RER AN. AIR HANDU G UNIT MUN MININUM A- ABLUMUNUM MASONRY OPENING ASPH ASP MR M . CO=O'L JOINT M' MOUTUREFRESSIA cm C UNG NA N..,.—. CNU CO CR­0NMYUNU Wc NOTI coNT,ACT CO CO—N W)m NOMINAL cc c CONcRETE HIS WTTCS_ COW CONTIN OUS DO ON CENTE CPT CARIET Opp o_nE OT . — TLE VF PRELFABRICADED CL- CENTERUNE ps, POUNDS PER S— B DBL "U" , PRESSURE TREATED OF RRNUN. FOUNTMN PTO FAUNTED D:A D:ANENER On .. RY TUE S M . ""'C' H —US ON DOWN REBAR RDWOR NGBAR DS DO-11 REF REFERENI E EA ..H REDIO REQUIRED EKPANSION .10INT ED ROUGH OPEN NG BLEC —I— SF .R- . 53 sPL,NB cK ..I S. SMILAIR MUST SPECT TUON FO FLOOR DRAN ss SIANUESS STEEL FE FIR - "... STL STEEL FR:I­NGUK EFICARINET — STORAGE FINISH "C" SLISP SUSPENDED I FIRE RATED T TEM ED FRIP F.ERGLASS R NFORCEDPILASTO TYP TYPICA KNAL, —WORD UTIO UN�MMHClEDOlHR ME GYP ERS GYPSUM EGAR V YiCoMPCSTTONTULE NO HANDUCAP VERMCA HOW HARDWARE WOOD HM HoULOW METAL VIP WATIMPROOF in HEIGHT "" —. WIRE FARRIC HVAC NEUMING.VENTILATION, AIR CONDNONRN. gBASE ABE ABOM ANKING CENTER MANAGER FAD FULL ACCESS BAR (FCUINUERLY A F AFFILLIENT WE HOLD -LIP RUN"' AN. AFTER-HO RDEPOSHOURY LAB LITE ACC' BAR c_EUES.VF. TELLER — MER.HANTSER-ETESUER ADA AUTOMANUCTELLERM CHTNE M. :CM RANDN CENTER MANAGER M. NAMMAR EL DW BRAND NOCAL WALL PEIVIONALLAN RUS 3LULLETI-REBISTANT GLASS PRIVATEC ENTADVISOR BVIC BULEVIA COVIRING FOR RIF CLIENT BANKER CUSTCUM AcCEESTARLU POL, PRIVATEC ENTINVIESTNIENTADVISOR OCR CUMN­ C.NIFERIN ERCO. IF PACIAGE RECEVER cm CHAS IRUVATECIJENT PST PILVATESE CEIELLER OR CASH F— RG REACH GUARD CSO CLRTCWUERSERVICEC R SOCR SMALL. CUSTOMER CONFERENCE ROGIM DIFIC DESIGN RUNIEW' CALL SOL SAFED OSITBOX .0 oR—UP TOO — CASH ISIENSE1 —C TMULER MACHINE TOM TEAM FFCEI—E VAT VACUUMAIR7URE SHEET INDEX OWNER & CONSULTANTS MOJECTCMFNER CIVIL ENGINEER: -PNORRUSANCHASEBAN NA. .._.RN COLOWIFULUOH.— COW,MCT. SHEA—HAILL Mil CONETTRUCIRON NANAGEFI LS EA1nMR.._.RN,C`OM ,"COLUE.— PHONE, I EMAL HICOUE.L—M JPMCHASIUCCUM PHORNE: (813) - ARCH —RE SOLLIN MICHIGAN AVE BUTE 1430 .1 AGO. B.— D NARU­ EMAILDA RUSIOLIMT-11C.COM PHCNE�­) JURISDICTION CONTACTS CITY OF E MONDS BUILD IRI ED ONDS.WA9EUG PHONE: f4251 R­ SYMBOLS CONSTRUCTONTYPE ELEVATTIN A. R—RDN.U-RER DETALTAG GURD RU­ w4S�E INTERIOR ELEVATION TAG FINISH TAG I NAIVE MATCH JINE RC__ DOORTUVG WRHDOW TAG WALLSECEON— KEYNOIE CITY OF EDMONDS BUILDING DEPARTMENT M YWORK -.R :_ .W. E A-��_.p.-o."FF-lC-lAT —PERPAIT tiUMBER RECEIVED APR 112019 .EVELME=" APP50Fin 50 D ! Lu =ALL WORK SUBJECT 1 TO FIELD INSPECTION FOR COD O."L' E COMPLIANCE APPROVED PLANS MUST BE LL. In �2 00 -0 tn z Im 00 u Lu X 0 U Co Lu 0 > Lu 0 C, og Mu CEO, Co. P z 0 Lu Z 130 Stantec ArcNitectum Inc. _NNI, A-- ­,K4 Copyright ReServed CITY COPY JISSUE1 DATE DESCRUPTIGN COVER SHEET ME SITE PLAN LEGEND EXISTI.G I-A.-CAIE AREA u- Zo — — — ACCESSIBLE PATH OF TRAVEL ... ............ .............. .......................... ...... .............. ...................................................... .............................. .............................................. ................................ �o , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , . , , , , , , , , , , , ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... I I I I I I I . . I I I I I . I I I I I I I I I . I I I I I I , , , , , , , , , , , , , , , . , , , , : . . . . . . . . . . . . . . . . . . . . (X) NUMBER OF CHASE -DESIGNATED PARKING SPACES z ..... 1:4 20 cc Y, Lu x in EXISTING CHASE PARKING EXISTING CHASE PARKING -------------- ...... . F& FX uj L-u Q"o 0 D. ............... ... —z< ............... ... > ....... ... w(p o z fhI: he 0 =3 < Lo I.L Co 'Y" a3 ......... ........ ... . . . . . . . . . . . . . . . . . . MCH =ENG-1101 Y, REcon Stantec Architectm Inc. 'Y —h-hi,. Y, .312 --z F Copynght Resewed ......... EXISTING CHASE BANK BRANCH V=ty Y, Y, 3t*: 1: 1: "Y EST E IS- 1--. ISSUE — OU —.1 ISSUE FOR —IT "Y "I', 'Y EXISTING CHASE PARKING "Y . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . PROJECT INFORMAT1014 BLOCK —119175 0-019 TH . . . . . . . . . . . , , , , , , , , , , , , , , I Y,." I ........ ......... NEI CHECMD BY: R EXISTING DdVEWAY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I I I I I I . . . . . . . . .......... ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I , , , , , , , , , , """, , .", , , , , , , , , "Y , .. . . . . . . . . ""Y""., , , , , , , , , , , , , , , , , , . .. I . I I I I , I , , , , , , , , I I "I"'."'I'l .......... ............. RECEIVED N SHEET—S EXISTING .. ............... .......... ............ ............. APR 112019 SITE PLAN SHISETNUMER ........... . . . . . . . I I I I I OVEMLL EXISTING SITE PLAN AO.1 SITE PLAN LEGEND -STlN.LANDSCAlEAIREA u- ...... ... ................... ............... 11.11.11 ...................... I.— ................... ....................... ................. ............................... .... ................. I.— ................................ ..... ................................ — — — PATH OF TRAVEL Ln -,o F .............. 1.111111'''''11111111 .... ................. ........ ........................................................ ............................. EXISTING SRI.1 PAVEMENT z ... 00 Lu X a u IDENTIFIES AREA OF SITE IMPROVEMENT E-.-..R-AR- RElER-.IVIL DRA-I..S EXISTING CHASE PARKING EXISTING CHASE PARKING STRENGTH CONCRETE. NUMBER OF CHASE -DESIGNATED PARKING SPACES I* L AREA OF WORK REFER TO S EET AO.3 AND CIVIL DRAWINGS GENERAL NOTES > ...... o ...... ................ ... F61 16-11 1 . REFER TO SHEEF ADA FOR ADDITIONAL A CCESS131LITY REQUIREMENTS AT AREAS OF PROPOSED WORK. ui ui 00 D, �A'l 2. REFER TO CIVIL DRAWINGS FOR FULL DETAILS. o . . . . . . . . . . . . . 3. G.C. TO INSPECT SITE AND ATM, AND EXISTING CANOPY TO . . . UNDERSTAND SCOPE REQUIRED FOR REMOVAL AND ........... . . . . . . . . . . REINSTALLATION OF PAVING, LANDSCAPING, IRRIGATION AND ATM CANOPY SCREEN. o uj z A A EE 'Y Z Lo 7`1�,� F Go Ell . . . . . . . . . . . . ARCHIPECTI ENGINEER OF REDDRD Y stantec ........... Z-19. 13 Y Copynght Re ewed EXISTING CHASE BANK BRANCH Y 13 .......... ........ ... I I I I I I I I o DATE —1. le—FORIERMIT —LE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING CHASE PARKING . . . . . . . . , , , , , , , "", "", : I I 0 0WRICONTRACTOR RESPONSOLE I I I I . . . . . I I I I I . I I I I . ... . . . . . . . . . . . . . . . . . . . . . . ........... , , , , . . . . . . . MR LOGATNO ALL 01�67E UTILITIES. RELOCATIOWREASIONTOANYUTUDES IMY REQUIRE SEPARATE PER= PROJECT INFORMATION BLOCK 2-175 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11111.11,11,1111, 1 . . . . . ........ . . . . . . . . . . . . . . . . . . . . . . . . . DR—N IY: CHECKED DR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o . . . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . OWNEPJCONMCTOR IS RESPONSIBLE FUR MODEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I , I , I , I , I , o , I , I EROSION CONTROL AND DRAINAGE EXISTING DdVEWAY . . . . . . . . . . . . . , , , , , , , , , , , , , "Y"'I"'I'l,"y"'y"', ....... I I I I . . . . . . . . . . . . . . . . . . o ........... , , , , , , , , , ::,::� . . . . . . . . . . . .. . . . . . . .. .. . . . . . . . I I I I I , , , .................................. "Y// ................... RECEIVED N PROPOSED t ..................... ............. ............... I. I I I ........ ............ "I'Y"'," ...... ............. ........ ............... APR 112019 SITE PLAN 7HE—U N UMBER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. I o o . . . . o . . . . . . . . . . r . . . . . . . OVERALL PROPOSED SITE PLAN AO.2 SITE PLAN KEY NOTES SITE PLAN LEGEND 0 11i -1— -2 NG ACCESSIBLE PARKING SPACES AND ACCESS AISLE TO REMAIN. EXISTING CONCRETE SIDEWALK TO REMAIN. GC TO VERIFY PRIOR TO CONCRETE POUR THAT REACH HEIGHT OF THE HIGH EST OPERABLE PART 10 OF EXTERIOR WALK-UP IS 48'MAXIMUM ABOVE THE GROUND SURFACE IF REACH DEPTH IS 1 (Y' SITE PLAN KEYNOTE 3 EXISTING CURB RAMP TO REMAIN. PROTECT IN PLACE. OR LESS (46" MAXIMUM REQUIRED IF REACH DEPTH IS GREATER 2/AO.4. THAN I (T). REFER TO DETAIL uj 10 4 5 EXISTING BUILDING COLUMNS TO REMAIN. NEW CONCRETE NOT TO EXCEED 2% MAXIMUM SLOPE IN ALL DIRECTIONS. REFER TO CIVIL I I NEW CONCRETE CURB. REFER TO CIVIL DRAWINGS. PAINT YELLOW TO MATCH EXISTING. HIGH STRENGTH CONCRETE. REFER TO CIVIL DRAWING. REPAINT PARKING mARrjNGs TO GENERAL NOTES 0 ' '0 I.- 6 DRAWNGS. NEW ONCREIE NOT TO EXCEED 5% MAXIMUM RUNNING SLOPE AND 2% MAXIMUM CROSS C SLOPE. REFER TO CIVIL DRAWINGS. NEW 12 MATCH EXISTING AS REQUIRED. ENSURE ACCESSIBLE PARKING SPACE AND ACCESS AISLE MAINTAIN SLOPES OF 2% MAXIMUM IN ALL DIRECTIONS. I . REFER TO SHEET AO.4 FOR ADDITIONAL ACCESSIBILITY REQUIREMENTS AT AREAS OF PROPOSED WORK. tn — LI) — z 7 1 8 ADJUST EXISTING LANDSCAPING AND MODIFY IRRIGATION AS REQUIRED. IV-O'DIAMETERT RNINGsPAcr. 3 :EINSTALL EXISTING ACCESSIBLE PARKING SIGN. ENSURE 80* MIN. FROM FINISHED SURACE TO OTTOMOFSIGN. 2. REFER TO CIVIL DRAWINGS FOR FULL DETAILS, DIMENSIONS AND ELEVATIONS. 0 Eel T MINIMUM W'X 49'CUEAR FLOOR SPACE POSMONED FOR A PARALLEL APPROACH. CENUTERED ON ATM. 14 SIBLE PARKING SIGN TO R N. is NG TRASH CAN AFTER CONCRETE WORK. 3. G.C. TO INSPECT SITE AND ATM, AND EXISTING CANOPY TO UNDERSTAND SCOPE REQUIRED FOR REMOVAL AND REINSTALLATION OF PAVING, LANDSCAPING, IRRIGATION AND ATM CANOPY < g SCREEN. Lu u A w < > C" uj C L-u 000 q o- > LL < < vi g= ca a 0 0 z = 0 z I- LLI 00 0, MCH-1—OF J stantec Architechim Inc. Cop Zgh,�,R.eserved 7 I NoT= 4t.. 10 ssm o— Dmmmm AT M AHD 4 4 PRO JECT INFORMATION BLOCK I 1 0 ENTRANCE CHECMD DR j ..EL N PROPOSED Rece'VED ENLARGED OR 11 2M SITE PLAN —sm= on� --- I ENLARGED PROPOSED SITE PLAN 1 AO.3 _�-�C�onvenbon Descripfio�n� di.- �­� Eal We 0, 1. WHOM PARKNG SPACES ARE MARKED MTH UNEE, WIDTH MEASUREMENTS OF PARKING SPACES AND ACCESS AISUES S.AU_ BE LL. 9,B 916 as .7 ­1 ase . . . as . Becifiec) MADE FROM THE GFIDERUNE OF ME MANKNOS. SIGN OF AREA TO BE MA7KED FULL UENGM OF 6 11151 u- III, Alae .-M, NAVAMXD NAMANI AD ESSIBIL". SEE EXCEP11014: WRERE PARKING SPACES OR ACCESS AISURS I NOT ADJADENT TO ANOTHER PARKING SPACE OR ACCESS ABLE, PARKING COMMUNIC TOM MEASMEIAENTS A I D TO INCFU TH UN HIM A IR AD ELEMENTS AND OND WNIILI -11 11­ NIMUM 2o�IULI ACCESS AIELE '0 t�Rao dl­­ fo, s.Rll eas,­M, BLUE BACKGROUND I CNVIPARKING SPACES SHAUL BE 96 INCHES NGE WNIMVM AND VAN PARKING SPACES A— BE 13 BE MINIMUM FEATURES DETAIL s­­ FOR MORE CURB LIKE A-1ACCE1 U11111L I N BERELE TE 0 d=b si,ovan..-I _"E PARKING SPACES SHALL BE 1ENW- TO BE a. INCHES -DE MRNI E TAKE ACCESS ABLE Is $250 INCHES WIDE MINIMUM. ...... EMBLEM MUST BE VA. Ln VAN ACCESSA to LOCATED IN STA IF 3. ACCESS ASUES SERVING PARKING SPACES L ADJOIN A BUE RDUTE. TWO PARKING SPACES SHAILL BE PERNHM) BIDS SO THAT T IS TO SHARE A COMMON ACCESS ASUF. SIGN 4. ACCESS AISLES SNAU_ BE MARKED So AS PARRI,��D THE min ma VISIBLE BY A BE A ' ' 'HA' NOT HICU RAA. TRAFTI 5 ACCESS AISLES SH- NOT DVER X FAR , A_ LIES SHAL_ BE PERMITTED TO BE PLADES DN EFUER TP AT A, WE " TH ENA, N C CATEO ON E ORCEMENT SIDE OF ME PARKING SP T FOR ANGLES VAN PARKING SPAOSS MICH SHAUL. HAVE ACCESS AISUEG Do ENT, �H` TH Es KIND T FR ` ` R ENE T E A ON ` 'ARK No 11ACL . ... P DNA Nil 0 gNesse Res, w OFF WHEN A B. GTHE F­ N A 6 , ALL EE SIAN.KLNG M AN ` ROD ` , E TABLE GROUND SH TA E G. GROU ' WRICER Fee AND SLIP RESISTANI ACCESS ASUES SHAUL BE AT JHEAS�ARMEFHI A�S ME ICLE _NHCLE IS SPACES ME SERVE IS PC "A" THEY S­ CHANGES IN LEVEL ARE NOT PERMITTED. SLOPEE SHAUL MGT BE RE A:1 'A N ANGES IF I , I= DHMB­ o, so- Wee so V ACCEES PROPERLY PARKED ARKUS SPACES , ANS AND PR PARKED ARKING SPACES FOR VANS AND ACCESS AISUES AND VEHICUIFAR ROUTES AMANG MEN SHALL PROMICE A VEROD& 2" STEEL POST I TH CUE AN Sa ES N' G . IN "PME P DLEARANCE Of 8 INGRES MINIMUM. ME EPD U I- Ben 1. _X1R,ofG­..,NPa­ DENUFFCAT SIGNS SHALL INCLUDE THE INTERINATIONAL SYMBOL OF ACCESSIBILITY SIGNS SHALL BE 60 PARKING SPACE GEN CA ON SIGNS SHA IN N MU OVE ME FINISH FLOCA OR GROUND SURFACE MEASURED TO ME BCTFDN OF ME SIGN. FINISHED MoU AT CNES M, I . ABC TH CER RUSCH =GM= As . .... . ... ENTRAN PARIONG P CES AND CC, PROPORT E. PAR III SPACES AND ACCESS AIS­ ITALL BE D IGNES I THAT CARS 11 -1. WHEN PIKED CA111 IISTRICT 11 A'S S Lu u assn.oaaft des.F. ,a CLEAR OF ano CLEAR OF ­ACEN, ADD 132 min 60 min 96 min A.1A NT ACCEBSBUS NOUTES NOTEDI vi .-I- OBTAWPIGNG 11,1UP �.A.NIMUM UST A=MNAI�BP R P van . �O 1. P BE EN.M MOP -OFF AND DIN. ICNIS ILL PROMDE A VEHICULAR PC _-UP ­ 96 INCHE DE MINIMUM AND FEET LONG MINIMUM. 2. ACCESS AISLE S ALL AD AN ACCESSIBLE HOU AND SHALL NOT OVERLAP 0 dinedor, of ­ ol sPPNX1h 2 EA E_ D.N,,.AUSED ME ­CULAR WAY 3 ACCESS AISLES SH E MARKED So AS TO DISCOUR E PARKING IN MEN. . VMMI fl.., osifi.g ­­ .­Mnt STEEL SIGN -NOT REQUIRED BY 2010 ASIA STANDARDS POST ANCHOR MCDN SURFACES HALL BE ST LE, FIRM AND SLIP R START. ACCESS AISLE SHAILL 8 T ME SAME LEVEL AS ME PARKING S DES THEY SERVE. Rot 1, p1s. OR ICC/ANEI A117.1-2009: INDIsDUAL r. CHARGESIN L ARE NOT PERMITTED. SLOPES SHALL NOT GI MAN :'WRI STA S OR MUNICIPAUTES MIGHT REQUIRE A AT ACCESSIBLE PARKING S VERIFY 1. EGN TO BE CENTERED AT ME INTERIOR -E. .H P.. . END OF PARKING SPACE. REQUIREMENTS FOR SIZE AND COLORS I. To =7 FOM' M& 21 5 VEHICLE P M - P SPACE. ACCESS AISLES SERVANG MEN. AND A HICU1_kR RD TE AN ENTRANCE TO ME PASSENGER LOADING ZONE, A ROM ME Asse- Ver000r MINIMUM AREA OF SIGN TO BE VERIFIED TH EACH MUNICIPALITY "'ATE V� W OR AT "T ZN C - E TE 'VAN A­EESIBLE' WHEN 7777 3 SS'.7 WIN P ASS ER LOADING ZONE TO A WHICUI-AR EXIT SHALL PROADE A T AL CIFF ANCE OF 114 INCHES MINIMUM. 17 AGGESSBYPAF."NE-SM'. 'AT `.`S"GNE*aI BE APPRO M , G A VAN -A..... PAR— SP 4. MINIMUM FINE S VERIFY �FOR TAC. Asoo'NED ACC= REQUUREXRENT M END A.TY OR UIR S S TATE. 'El 'I at Issat as Wide as 3 Durb CUCP 36 min in 116 la RFRA slope 2% any DINKA- HQIML 1. C RE RAMPS AND ME FLARED SIDES RB RAMPS SHAUL BE LOCATED SO EY DO No T PROJECT INTO WHI AFFIC INES, ANKING SPACES. KING ACCESS SLEBE SHA CURB RAMP ARKED CROSSINGS A LL W-01. TAINED WMIN ME MARKIN., DING ANY FLARED SIDES. DOMINANT DIRECTION - - - - - - K�_ OF MA- LPE NR 'P E DNII CE NU U�`RN TO DOINANANT DIRECTION OF TRAM L NOMWIFY ALL ATM DIMENSIONS WM FINAL BANK APPROWD MANUFACTURERS DRAWNGS BEFORE DO STRUCTION. IF BINS ARE PROADED FOR ENVELOPES. WASTE PAPER. OR OTH SIR A >_ C) W < 0 c > C4 C 00 ...I.P. W. DIAGONAL OR CORNER TYPE CURB RAMPS WM RETURNED CU BE DR OTHER WELL BORNEO . as %.. PU RIP SES AT LEAST ONE TO COMPLY TH 811-STGRAGE. w 01 EDGES SHAUL HAVE ME EDGES PARRAILLEL TO ME DIRECTION OF PEDEBOTHAN FLOW. ME BOTTOM OF Is z 1� 36 min DAGONAL, CURB RAMPS SHAILL HAVE A CLELM SPACE B3 INCHES MINIMUM OUTSIDE A TW TRAFFIC LAAES OF THE ROADWAY. DIAGONAL CU B RAMPS PROMBED AT MARKED CROSSINGS Lu LL < 915 _111m T ED S HA PROVIDE ME 48 INCHES MINIMUM CLEM R ACE WTHIN ME MARKINGS. DIAGONAL CUR ED AMPS WM FLARED SIDES SHALL HAW A M. Bass, 0 Lu z E MENT OF CURB 24 INCHES LONG MINIMUM 119CESIURE-AX AMD/AW QQMRQ 0 CUT TfRU ISLAND LOCATE ON EACH SIDE OF ME CURB RAMP AN IN ME MARKED CROSSING. B CW NTER SLOPES BF ADJOINING BUTTERS AND AT LEMCC ME * 24 min R AD SURFACES IMMEDIATELY ADdACENT TO TH E 1. 4a092�D77D77. ACCESSIBLE PATH OF TRAVEL 2. 3DS 7D 2 CILEM FLOOR AREA (I.W.Gap. retaiRing W.;N, 2% ..y CURB RAMPS SP­ NOT BE STIESPER MAN 1 �20 THE ADJACENT SURFACES AT TRANSITO S AT CHANGES IN LEVEL GREATER MAN 1/2- BRAI-1. BE RAMPED. 3 3 3: 7.7.1 PR( IPEIABLE PARTS 4 �3Z'l C, LU GG.t as requINKI) d-O. 1 CURB RAMPS TO WAINCS. CUTTERS, AND SITEETS SHA L BE AT ME SAME LEWL 7' 6,: , 7��l S EECH OUTPUT .7 1 COMPLYIN USER CONTRO-S 4. WAS F PROVERS, CURB RAMPS FILARES SHALL NOT E STEEPER THAN 1-113 11,11KIESIL 7. 707.5.2 RECEIPTS N 8. 707 B I PUT CORMCL. EF d 5 LANDINGS BHA L BE PRCRaDED AT ME TOPS OF 1. FLOOR AND GROUND SURFACES SHALL BE STABLE FIRM AND SUP RESIS T A TAN CARPET OR CAR- TUE ERFAI-L. BE SECURIELY ATTACHED AND SHAU. HAW R 2 , M 9 jo, :1 2 NUMER C KEYS jo 7C 6 FUNCTION KEYS '�" o, 1 �12 41'� P CURB RAM & ME L.ANDING CILEAR UENGTH SHALL E 6 IN ES MINIMUM. ME LANDING CLEAR CUSHION. PAD, OR BACKING OR NO CUSHRON OR PAD. CARPET OR CARPET TILE SHALL HAW A LEVEL LOOP, TEXTDRED LOOP. LEVEL CUT RIUE, OR LEWL 11. 70 7 1 DISPUY SMEEN CHA­TERS CM SH LL BE AT LEAST AS MADE AS ME URE RAMP. ENDICUDING FLARED SIDES. LEADING CUT/U CUT PILE TEXTURE, EXPOSED EDGES OF CARPET SHALL BE FASTENED TO OOR SURFACES AND SHALL HAVE TRIM IN ME ENTIRE LENGTH OF ME EXPOSED G7.87.2 1,2: 770 7. BRAILLE INSTPUC`HCNB 1k 708.1 TWO-WAY COMMUNICATION SYSTERM 72 mloc �4,n L2,im- 8 M CURB RAMP AT ISLAND ERE LANDING, EKQEejUGI IN ALTE ATICAS S NO LANDING AT ME TOP OF DGE. CARPET TRIUM SHALL COMPLY WTH CHANGES IN USWL. 121 (60 preferned PE, DIAGONAL OR CORNER TYPE LUED _RAMPa Us. RAN RAMP FLARES EHAIU_ BE ROMEED AND BHA BE STEEPER MAN ua) 1: 12. rOPGROU-SURFACEW-14- RECORD RE, a-Doz? NO, 'I 4 Reas 120-25.. Stantec L J __nC' ---- I-E RE. ­U_ ��RS ARE NOT PERMITTED TO SWING INTO CI -EAR FLOOR SPACE. ROM OR GROUND SURFACES OF A CLEAR FILOOR OR GROUND SP CE SHAUL. COMPLY 'WHERE HIGH FORWARD R E ACH IS OVER AN B SEE SE M FLOOR AND GROUND SURFACES GDETAIL 6) AND CHANGES IN LEWL ME NOT PERMITTED. 12 "a 10- OBSTRUC ON, ME CUEAR FLOOR SPACE SUALL EXTEND BER AM ME ELEMENT FOR A DISTANCE NOT LESS MAN ME 1EQUIM�11A11ID1�1'P.1 CopnhtR.esmed PR TRUDING ROTHUDING P EJECTS CEDECTS 60 .11 F_ ME DESTRUCTION. UCTE N =RQ REA - - - FM RE REQUIRED ARANCES E 29 -El r wa­ L 1. BORD OF OF ALL PUBLIC EN*A+ BEJACCESSIBLE. SEAM. ACCESSIBLE SPACES SHALL NOT LESS MAN ONE ACcE"1B" MEANS F EGRESS. EXCEPTION CCESSIBUE NS OF EGRESS ARE NOT REQUIRE IN ALTERATONS TO EXISTING URILONGS. 3. ENTR NCES TO BUILDING FACILITIES THAT I CCESSIBLE AND USABLE BY _L _J_ 1. DOM CLOSER AND DOM STDPS SHALL BE PERMITTED TO BE 78 INCHES MINIMUM AB ME SURSH FLOOR OR GROUND IN ERTCAL CLEARANCE. E PERSONS WITH DISABIU S A11 BE IDEATFIED Is A MINIMUM OF ME INTERNATION L SYMB OF ACCESSIBILTY AND IMM A TDONAL DIRECTIONAL SIGNS. 12 rnla 12 .10 2 PRO JBING OBJECTS SINALL NOT REDUCE ME CLEAR WH]M REQUIRED FOR ACCESSIBLE ROUTES. LKjQEEMQtL HANDRAII-S SHALL BE PERMITTED, TO PROTRUDE 12.. 12.. 10-24 -K UTILIZING ME BYAR3 . AT JJNCTIONS WHERE ME ACCE BLE ROUTE OF TRA L D(WRGES FROM REGULAR CIRCULAIROM PATH, TO BE BLE TO PERSON W S ALONG APPROA ING CIRCLI-ATON PATH. ENMANCES WHICH E NOT ACCE SSIBBE SH LL HAW ECTONAL SIGNAGE MR-ICH INDICATIES ME DOCA N OF AND ROUTE NG SPACE NCIESL 1. UNLESS DITHERWEE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO TURNING So CES MAXIMUM. PGBI ae. .."GAIM., 1 . ME SLOPING POI OF HANDRAILS SERYING STAIRS AND.RAMPS (BETWEEN ME TDP AND BOTTOM RISER OF STAIRS AND ABOVE ME RAMP RUN) SHA-L NOT BE XjiV DESTRUCTED HIGH IM"REACH tam& 1. C AR'9LOOR GIR GROUND SPACE SHALL BE PROVIDED. TO ME BE ST ACCESSHBLE ENTRANCE 4. MAT CAR NG MUST BE SECURELY ANCHORED To FLOOR ON REC G INTD DOOR 2. EAC ARM OF ME T-SHAPED SPACE SHALL BE CLFAN OF ODUSTRUCT 6NIS 12 INCHES RX 4.. OR OTHER BARRIERS SHALL BE PRO DED WHERE ME AL 2. GRUEI DO PLY. WNFC HoWN., oA RABLE PARTS SHAI-1. BE PLACED MATHIN ONE OR MORE OF ME REACH RANGES 2: MINIMUM IN EACH DIRECTION AND ME BAS SHAILL BE CLEAR OF OBSTRUCTIONS 24 C ARANCE IS LESS MAN 80 INCHES HIGH. ME LEADING EDGE OF SUCH RABLE OR ! [14 oP PERA LE PARTS SHALL BE OPEERABLE WITH ONE HAND AND SPAILL NOT RED ]RE INCHES MINIMUM ME SPACE SHALI_ BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE ONLY AT ME END OF EITHER THE BASE OR ONE ARM. 8 RRIER GHAI__ BE LOCATED 27 INCHES MAXIMUM ABOW ME FINISH FLOOR OR E GROUND. IN TIGHT GRASPING. PINCHING. OR TWISTING IF ME WRIST. ME FORCE REQUIRED TO ACTIPIATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. @ �7SPAC1E/C_EARFt,O0RPON­GlUNDafAQE - RE' 1-10/27/11 T RIM CILIATED PROTRUDING OBJECM BFV 1-10/27/1. (D Do. REV III @ @ @ @ top dolosets of C, @ @ basedlisasekad 24� 1, AT LEAST ONE ACCESSIBLE RCUTE SHALL CONNECT ACCESSIBLE BUILDINGS AICESSUILE min FACIUMES, ACCESSIBLE ELEMENTS . AND ACCESSIBLE SPACES THAT ARE R ED IRED ON ME SAME 4' STE. LXQLEnQhL AN ACCESSIBLE FOUTE SIHALL MCUF BE REQUIRED BETWEEN ACCESSU�ILE BUILDINGS, ACCESIBBLE F-HUTIES. AC SSIBLE ELENHENTS, AND A­SSIBLE SPACES IF ME ONLY um I! - V -1. ISSUE IDIR CLIENT R1VBEVV -al. ISSUE I ME NS OF ACCESS BETWEEN FROA IS WFHCULAN -Y NOT PROMDING PEDESTRIAN ACCESS. 2. ACCESSIBLE ROUTES SMAI-1. CONSIST .1 ONE OR MORE OF ME FOLLOWING COMPONENTS; le 0 \8 � 48 BRi. 1, @ @ (A) ELE)AAFOR RGED) WAL ING SURFACES WTH A SLOPE NOT SMEPER MAN 1:20. DOORS AND DOORWAYS, RAMP S, CURB RAMPS EXCLUDING ME FLAREC, SIDES. EL ­TORS. AND PLATFORM LIFTS. tMA. I "ne ILAN 3, REVOI DOORS. REWLVING GAFUDS AND TURNI SHALL NOT BE APART OF AN ACCESSIB UE POOR` 4� ACCESS�13 E ROUTIES SHAI COMPLY MM F1GDR AND GROUND SURFACES. 6 Us (a) (b) LWHERE INSTAU_ IN A RADIAL PATTERN UNCATED COMES SHAILL HAVE A CENTER- -CENTER S ACING 1.6" MIN TO 2.4" MAX 5 ACCESS FILE R UTES SHAI-1. COMPLY WFUH CHANGES IN L VEL. QLEAR.-NDTH OF AN ACCESSIBLE ROUTE 6. THE RUNNING SLOPE OF WALKING SURFACES SHAUL NOT BE STEEPER THAN 1-20. ME CROSS SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:,U5 7. AN ACC SSIBUE ROUTE MITH A CILEAR WDM LESS MAN 60 INCHES SHALL M-DE PASSING SPACES AT INTERVAILS OF 20D FEET MAXIMUM. PABBING SPACES SHUI BE EITHER A 60 INCH MINIMUM BY 60 INCH MINIMUM SPACE . OR AN INTERSECTION OF TWO WAISXINC SURFACES THAT MDE A ­HAPED TURNING SPACE COMPLYING TURNING SPACE PROMEED ME BASE AND al plan RRI. as --- --- E R LE PROJECT INFORMATION BLOCK T ARDO S WH ULAR AREAS SHAU_ BE MFEBRAN& DETECTABLE WAR s[ N C F.SSIAN. 24 INCHES IN DEPTH A D A ME FULL WH3M OF ME C .11 �R E INT"BECION MS OF ME �SHAPEQ SPACE EXTEND 48 INCHES MINIMUM BEYOND TH _1113 CRI-Ble CURB RAMPS. ISLANDS o C T 8. ­UDYTHE WORK AREAS. COMMON USE CIRCULATION PAMS WITHIN EMIR WORK AREAS SUN BE ACCESSIBLE ROLTES. CFPTQN- LOYEE MON USE CIRCULATION PATPB, LO"TED MITHIN E TH S z STANDARDIM106k DETE A RFACES SHALL BE STANDARD WITHIN EMPILOYEE WORK AREAS THAT UNC OW SQUARE FEET IN SIZE AND SESINED BY ONECKEED OR LO A BUILDING FACILITY, BUILDING. AT INTERIOR LOCATIONS ffi�EERANS 1' B B 7 1 SIR DETECTABLE WARNING SURI ES SHAU_ DI N MOM ADMIRING WALKING TA-T SURFACES IN RESILIENCY SOUND-ON-C DONTA TA PERMANIENT-Y INSTALLED PARMIC04S. COUNTERS, CASEWORK OR FURNISHINGS, EHAI__ NOT BE REQURED TO BE ACCESS BLE ROUTIES. OR COMMON USE C1RCUI_ATDN RAMS, LC­G 1111 EMPL YEE WORN AREAS, THAT ARE AN INTEGRAL `A`A`M 'A"GL EQR FORWARD APPROACH IN AI EQB EAEALLEL APPROACH IN A `C-W WCGEL -COW bKEESL TRUNCAT DOMES SHAI-L BE ALI ED INC SQUARE CRID S U COMPONENT OF EQUIPMENT SHALL NOT BE REQUIRED TO BE ACCESSIBLE N.UTEE. M. COMMON USE CBRCUU­ PAMS. LOCATED MAMIN 11 IT. as PATTERN. - CONI, D TECT LE WARNING SURFACES SMALL ON A T -ALLY WFUH \ EX OR ENPJ_0YEE WORK AREAS THAT ARE FULLY EXPOSED TO ME WF­ER SHA__ NOT BE REQUIRED TO BE ACCESSIBLE ROUTES. (b) M. plea 1. FLOOR SURFACES OF A CLEAR FLOOR SPACE SMALL HAW A SLOPE NOT STEEPER THAT :48 AND SHAUL. COMPLY WFUH FLOGIR SURFAC S. C 5. ADJACENT SURF S EIMER IFIG­ OR DAR M-LIGHT. . OF TRUNCATED UCT WM MANUFA ' REPRESENTATIVE AND UTUZE M AC ER'S TRAINED AND 9. MULIFILE-L BUILDINGS: AT LEAST ONE ACCESSIBLE ROUTS SHALU CONNECT EACH ACCESSIBLE UEWL. INCILUDING MEZZANINES. IN MULTREVEL BUR -DINGS AND FACILITIES. EKQEEnQRS_ AN ACCE BIBLE FOLUE SHAI-1. NOT BE REQUIRED TO STORIES AND MEZZANINES ABOVE 1,10192L UN SS OTHERWISE SPECIFIED, CLEAR FLOOR SPACE SHALL. BE PERMITTED TO INCLUDE K UK E AMC TCE CLEARANCE. MR-ESS QMIERWISE SPECIFIED. ME CLEAR FI-OCIR SPACE SHAU_ BE POSITIONED FOR BE- ACCESSIBILITY CERTFIEC`U TAILLERS FOR PROPER INETALLATONMANUF SURFAC ON OND AND ASPHALT 6. 11 nm CONFERENCE P TO ATION. AND BED-offif AD a BIBLE LEWIUS THAT HAW AN AGGREGATE AREA OF NOT MORE MAN 3.000 SQUARE FEET. QRRIB 42 Mh RNIS EXCEPTION SHAI-1. NOT APPLY TO MULTIPLE TENANT FACILITIES OF GROUP M OCCUPANCREG 36rodo W ral, CONTAINING FIW OR MORE TENANT SPACES.(IBC SECTOR 1­4) . WHERE SP . EAM AN ELEMENT IS INC UDED AS PAR OF CLEAR FLOOR SPA E AN LEMENT. CLEARANCE AT AN ELEMENT, N A RNING SPACE, CE BHA L COMPLY WTH KNEE AND TOE DI -EA, CE R REMENTS. THE S N SIR A D AL ACE BEYOND KNEE AND TOE CLEARAN SHAI-1. 6 EIRMUTTED 4. EITHER FQ­ OR PARALLEL APPROACH TO AN ELEMENI C E FULL UNOBSTRUCTED SIDE OF ME CI_EAR ROM SPACE SHAI-L ADJOIN OR OWHILAP AN ACCESSIBLE NOUTE OR ADJOIN ANOTHER OFFAR FLOOR SPACE. 5 IF A CLEA FLOOR SPACE IS IN AN ­ OR ­FUMSE CONFINED INS B A E­ENTE. ON ALL OR PART 0 THREE SDES. ADDITIONAL MANEU�RING CLEARANCES COMPILNING WITH DETAILS KHe MANED ING DIFEARANCE IN A COW. o soo. 180 DEGREE TURN (�4:) ___ Firlielver) SHEETINGIMBEIR REV I./. NEV III AN 1120 AO.4 12 12 /fEF"' �61 EH12 tfl .4�' 111111111111111 LANDSC PE WHERE SHOWN SIDEWALK WHERE SHOn 6- HEIGHT PER 1' R PLAIN P OPOSED P WMENT PER PLAN SUBGRADE COMPACTION PER PLAN 1. CONCRETE SHALL BE 2500 PSI. 2. ISOLATION JOINTS SHALL BE PLACED ONLY AS SPECIFIED 3. CONTRACTON JOINTS CONSISTING OF I- DEEP SOORES SHALL BE PLACED AT 15' INTERVALS D.C. 4. WHERE WALK Is ADjACENT TO THE CURB THE JOINTS SHAI-1- AUGN WITH JOINTS IN THE WALK. CONCRg CURB N.T.S. Big M Lei a I I Lei 0 1 :11 w—A 0 1 IIVIr'MUVt:lVIr-IN41 I'LAIN ) MATCH mQxs- 1. APPROVED BONDING AGENT SHALL BE APPUED AT CONSTRIJCTION JOINT. Z PAVEMENT SECTION AND THICKNESS (t) TO MATCH EXISTING IN KIND. 3. DETAIL Ap ES AT ALL P.C.0 EDGE CONDITIONS AND PAVEMENT TRANSITIONS MICKENED EDGE N.TT --(D iSOL ABBREVIATIONS LEGEND Imp FS FINISH SURFACE GB GRADE BREAK EXISTING SPOT EUEVATON M) 0 ME MATCH EXSTNG P.C. PORTLAND CEMENT CONCRETE PROPOSED SPOT ELEVATION Lu 10 0 TEMPORARY BENCH MARK w TO OF CURB v TOP Ol' PAVEMENT DEMOUSM AND REMOVE CONCRETE in z d NOTE: DE OLISH AND REMOW ASPHALT WHERE SHOWN < lZ 0 0 < 1. GENERAL CONTRACTOR TO FIEUD VERIFY PROPOSED HEAVY DUTY CONCRETE . 4 u = FOUNDATION ELEVATION. IN AN EVENT OF :1 LLI 0 E POSED FOUNDATION GENERAL CONTRACTOR S AU- NOTIFY ARCHITECT AND INSTALL 6" PROPOSED CONCRETE U P.C.C. CURB TO PROVIDE FOUNDATION COVERAGE u Z REFER! TO ARCHITECTURAL SHEETSEIFOR ADDITIONAL INFORMATION AND ACCESSI LITY PROPOSED FLOW (SLOPE AND DIRECTION) REQUIREMENT& EMSTING FLOW (SLOPE AND DIRECTION) GRADE BREAK SURVEYORS NOTE BASIS OF BEARINGS' NAD - "' )P, PER GPS .13SERVA M. WASHN.T.N SVATE LANE COORDINATE SYSTEM. NORTH ZME. VERTCAL DATUM: NAVD88, PER CPS OBSERVATIONS. GENERALNOTES Ul 1. WHERE GRADES A E AFFECTED. TlE CONTRACTOR SHALL > 0 US A SURVEYOR AS NEEDED TO INSURE PROPER GRADES ARE ACHIEWD. UJI 0 Lu Go 2. THE GENERAL CONTRACTOR SHALL ALSO REMEW MY AP UCABI-E STATE AND LOCAL GUIDELINES AS THEY c- AP LY TO THE A�SSIBIUTY AND SIGNAMCIF R ADDITIONAL INFORMATION REFER TO THE AR HITECTURAL ACCESSIBILITY SHEETS INCLUDED IN THE PERMIT SET. z Nr 3. THE GENERAL CONTRACTOR SHALL VERIFY EI,EVATONS A D GRADES PRE & POST CONSTRUCTION AND REPORT < ANY D FICIENCIES TO THE ARCHIUCT BEFORE START OF '. WORK AND AT COMPLETION. Z' GRAPHIC SCALE IN MET 4. ALL NEW CONSTRUCTION SHALL BE WRIFIED TO BE IN COMPLIANCE WTH LOCALLY ADOPTED ACCESSIBIUTY 0 0 2.5 5 10 R UI-ATONS. ANYT-UNG FOUND NOT IN COMPLIANCE BHA BE REPLACE AT THE CONTRACTOR'S EXPENSE AU -%LOPES TO BE MEASURED WTH A 24" SMART LEVEL Ln 1. 5- Lu DEMOLITION/ Go PROTECT -IN -PLACE NOTES ED DEMOLISH AND REMOVE EXISTING CONCRETE. F21 REMOVE OUSTING CURB. Fj] FUI-L DEPTH AG REMOVAL. ADJU T EXISTING LANDSCAPE AND MODIFY IRRIGA ON AS NEEDED. ENGINEER OF PROTECT -IN -PLACE EXISMNG COLUMN. RECORD P OTECT-IN-PI-ACE EXISTING CURB. PROTECT -IN -PI -ACE EXISTING SIDEWALK. PROTECT -IN -PLACE OUSTING UGHT. 0 PROTECT -IN -PLACE EMSTING LANDSCAPING AND IRRIGA ON. 0 PR CT -IN -PLACE EXISTING SIGH. P ROTECT-IN-PLACE EMSTING AC PAVEMENT. PROTECT -IN -PI -ACE EXISTING STRIPING. PROTECT -IN -PLACE OUSTING TREE. ZO PROTECT -IN -PLACE OTS1ING WILLARD. PROTECT -IN -PLACE E)OsnNG MAII-BOX. PROTECT -IN -PLACE NIGHT DROP-01" BOK PROTECT-IN-PILACE EXISTING ATM. RELOCATE AND REINSTALL EXSMNG ACCESSIBLE PAR ING SIGN PER IMPROWMENT PLAN. PROTECT -IN -PLACE EUSTNG CURB RAMP. CONSTRUCTION NOTES (D INSTALL. CONCRETE SIDEWALK 4- THICK 2500 PSI. P MARE SUBGRADE WITH NATVE ARE ' UN sS Sol S %' UNUS AL SUBGRADE CONDITIONS OBSER THEN NOTI ARCHITECT FOR FURTHER DIREC TON. CONCRETE TO MATCH EXISTING CULOR, RNISHM ,RING. ALL CONCR— HARDS APE To REG I SAWCUT CONTRACTION JOINTS PER DETAIL 3 HEREON. I.. DATE .—RI—N Ab— P OPOSED VARYING HEIGHT CURB PER DETAIL 1, HEREON. PAINT YELLOW TO MATCH USTING, I—EFOR-1—REA UE—P.R.T Q DOWEL CONCRETE JOl USING ELDO INTS 1 MM 12- OC OR AS DIRECTED BY THE CITY OF STANDA DS AND SPECIFICATIONS. INSTALL HEAVY DUTY CONCRETE PAVEMENT, 6- GRAPHIC SCALE IN FEET 0 THICK 3,000 PS1 OWR W CLASS 2 BASE OR EQUIVA NT. CONCRETE TO HAW BLACK FINISH. ROPM T PARKING STRIPING TO MATCH EXISTNG AS REQUIRED. P OPOSED LOCATION OF RELOCATED ACCESSIBLE 5- PARKING SIGN AFTER CONCRETE WORK. ENSURE SIGN IS 80' MI ABOVE FINISHED SURFACE TO THE BOTTOM OF THE SIGN. @ GENERAL CONTRACTOR TO CONCRETE AT ENSURE EXTERIOR WALK-UP ATM PROVIDES A 46" MAAMUM PROJECT INFORMATION BLOCK REACH HEIGHT TO HIGHEST OPERABLE PART OF ATM REFER TO ARCHITECTURAL DRAWINGS FOR IS migi MORE , NFORMANON. 3/16- WIDTH -71 INSTAU NEW lHICKENED EDGE PER DETAIL 2, HEREON. ADJUST EMSTING LANDSCAPE AND MODIFY IRRIGATION AS NE ED. PROPOSE SCOFtE UNES, VX5' OR TO MATCH CHECKED ff� No,- EXISTNG.D sm—w� AQiE5- SITE PLAN 1. CONCR TE PAVING - SEE PLAN FOR COLOR AND FINISH 2. 3/16 " WIDE SAWCUT JONT - CUT TO 1/4' TH DEPTH OF SLAB AT DOWELED CONSTRUCTION JOINTS. PROVIDE 1/8. WIDE BY 1* DEEP TOOLED PRESCORE JOINT AT SHEET NUMBER PAVING XINT BEFORE SAW CUTTING RECEIVED LflICUT QQNTRACTIQMQLN�� N.T APR 112019 C11YOFEIMMO c 1