Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Plan, Tentative APPLICANT 3/14/2013
no I SWAM M d www'11 10 501 VISCONSI COMPANIES ATTN: JEFF COSSEL 30050 CHAGRIN BLVD, SUITE 360 PEPPER PIKE, OHIO 44124 PHONE: (216)-464-5550 VICINITYMAP SCALENTS SITE INFORMAT101 1625 MOHAWK BLVD SPRINIGFIELD, OREGON 97477 DEVELOPMENT DESIGN INDEX OF SHEETS COVER SHEET WO-KIN EXISTING CONDITIONS 44115 - 2612 GRADING & ESC PIEEWAN 216.588.0800 COMPOSITE UTILITY PLAN LANDSCAPE PLANTING PLAN PROPOSED FLOOR PLAN 216.588.0801 EXTERIOR ELEVATIONS E vocon@vocon.com SH-ELL Architect5, Inc P/B/A PHOTOMETRICS vocon. architecture Grra/rta SITE Shaping the Future PLAN LOCATED ON THE NORTHEAST CORNER OF MOHAWAK BOULEVARD AND OLYMPIC STREET AND NORTHWEST CORNER OF OLYMPIC STREET AND 18TH STREET. LOCATED IN THE SW OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN, CITY OF SPRINGFIELD, LANE COUNTY, OREGON CARDNO ATTN: MICHAEL CERBONE 5415 SW WESTGATE DRIVE, SUITE 100 PORTLAND, OREGON PHONE: (503) 419-2500 FAX: (503) 419-2600 ARCHITECT VOCON ATTN: SCOTT WALLENHORST 3142 PROSPECT AVE. CLEVELAND OH, 44113 PHONE: (216)-588-0800 CIVIL ENGINEER SURVEYOR LANDSCAPE ENGINEER CARDNO CARDNO CARDNO ATTN: JEFF SHOEMAKER ATTN: ERIC LYNCH ATTN: PAT GAYNOR 5415 SW WESTGATE DRIVE, SUITE 100 5415 SW WESTGATE DRIVE, SUITE 100 5415 SW WESTGATE DRIVE, SUITE 100 PORTLAND, OREGON PORTLAND, OREGON PORTLAND, OREGON PHONE: (503) 419-2500 PHONE: (503) 419-2500 PHONE: (503) 419-2500 FAX: (503) 419-2600 FAX: (503) 419-2600 FAX: (503) 419-2600 \'L•leJ 1 C: 3142 PROSPECT AVENUE CLEVELAND, OH 44115 - 2612 T 216.588.0800 866.787.7021 F 216.588.0801 E vocon@vocon.com WOP,KLEY Architect5, Inc P/B/A vocon. architecture Grra/rta Shaping the Future PORTLAND 5415 SW WESTGATE DR, STE 100, PORTLAND, OR 97221 TEL: (503) 419 - 2500 FAX (503)419 -2600 PROFESSIONAL SEAL: I hereby certify that this D PRO drawing, plan, specification, or re I N EF /per was prepared by me or under my direct 5 supervision and that I a a duly registered Architect (or Engineer, A respectively) under the laws of the State of which v G govern this project. WARNING: per LAW No E person may after these documents unless person R . SN is, "or under the direct supervision of " the licensed architect (or EXPIRES: 06/30/2014 Engineer, respectively). [including all copyrights] Registration No: 80059PE PROPOSED NEW CONSTRUCTION F R: Ke Y Bank 1625 Mohawk Blvd. Springfield, OR 97477 %mwx sm— EWER so SCALENTS KEY PLAN APPROVAL: No. Date Descript CD, REVISIONS: NO. Date I Descrit)l P- A-. -r-0— A/ l! N 1 10% A/ t• I Aft • A 9 0— r— M-ft Am STORM DRAIN TABLE.- STORM DRAIN MANHOLE RIM EL.=464.17' I.E. 12" CONC. (NW)=459.88! I.E. 12" CONC. (SW)=458.35' I.E. 12" CONC. (SE)=458.1 V I.E. 12" CONC. OUT (NE)=458.16- STORM DRAIN MANHOLE RIM EL.=464.21' I.E. 12" CONC. (SW)=458.75' I.E. 12' CONC. OUT (NW)=458.540 STORM DRAIN MANHOLE RIM EL.=463.41' I.E. 8" CONC. (SE)=460.37' I.E. 12" CONC. (SW)=460.36' I.E. 12" CONC. OUT (NE)=460.26' O STORM DRAIN MANHOLE RIM EL.=464.44' I.E. 8" CONC. (SE)=461.68' I.E. 12- CONC. OUT (NE)=461.46' STORM DRAIN MANHOLE RIM EL.=463.89' I.E. 10" CONC. (SW)=460.23' I.E. 12" CONC. OUT (NE)=460.21' O STORM DRAIN MANHOLE RIM EL.=465.02' I.E. 8" CONC. (W)=462.60' I.E. 24" CONC. (S)=461.90' I.E. 24" CONC. OUT (N)=459.179 L STORM DRAIN MANHOLE RIM EL.=464.62' I.E. 12" CONC. (E)=459.25' I.E. 24" CONC. (S)=458.49' I.E. 24" CONC. OUT (N)=458.44' STORM DRAIN MANHOLE RIM EL.=466.21' I.E. 12" CONC. (E)=457.81' I.E. 24" CONC. (S)=457.23! I.E. 24" CONC. OUT (N)= 457.10' CATCH BASIN RIM EL.=463.64' I.E. 8" PVC (SE)=461.24' I.E. 10" CONC. (NW)=461.06 SUMP=460.39' CATCH BASIN RIM EL.=463.21' I.E. 8" CONC (SE)=461.27' SUMP=459.61' CATCH BASIN RIM EL.=463.59' I.E. 8" CONC (NW)=461.59' SUMP=459.99' CURB INLET TOP OF CURB EL.=463.41' I.E. 12" CONC (NW)=459.93' SUMP=458.95' 71.591 `43.81' CURB INLET TOP OF CURB EL.=463.27' I.E. 10" CONC (W)=461.29' SUMP=459.32' CATCH BASIN RIM EL.=463.19' I.E. 10" CONC (E)=461.04' I.E. 8" CONC (W)=460.79' SUMP=459.79 CATCH BASIN RIM EL.=464.01' I.E. 12" CONC (N)=460.76' SUMP=460.45' CATCH BASIN RIM EL.=463.65' I.E. 12" CONC (N)=460.87' I.E. 12" CONC (S)=460.95' SUMP=460.85' CATCH BASIN RIM EL.=464.00' I.E. 6" PVC (W)=461.71' I.E. 8" CONC (E)=461.60' SUMP=460.50' OW-111 4 A. l. 4 4 A4 d TAX LOT #6704 SANITARY SEWER TABLE.- EXISTING BOUNDARY LINE - SANITARY SEWER MANHOLE - SANITARY SEWER MANHOLE RIM EL.=470.32' SECTIONAL LINE RIM EL.=463.49' I.E. 8"CONC. (S)=455.40' E - I.E. 8" CONC. (SW)=458.20' I.E. 8" CONC. (W)=455.19' UNDERGROUND WATER LINE I.E. 8" CONC. OUT (NE)=458.18' I.E. 8" CONC. OUT (E)=455.171 SD - STORM DRAINAGE LINE OH - OVERHEAD WIRE SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE \ \ - RIM EL.=464.52' RIM EL.=465.13' EXISTING MINOR CONTOUR I.E. 8" CONC. (SW)=457.23' I.E. 8" CONC. (S)=458.88' I.E. 8" CONC. OUT (NW)=457.03' I.E. 8" CONC. OUT (N)=458.78' EXISTING CONCRETE SURFACE 0 - GAS METER OSSC - SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE RIM EL.=464.88' RIM EL.=465.21' - I.E. 8"CONC (W)=456.78' I.E. 8" CONC. (S)=461.74' STORM DRAIN MANHOLE I.E. 8"CONC (SW)=456.78' I.E. 8" CONC. OUT (N)=461.73' 1B - I.E. 8" CONC. (SE)=456.74' G - WATER VALVE I.E. 8"CONC. OUT (NE)=456.72' SANITARY SEWER MANHOLE N - SPRINKLER VALVE RIM EL.=464.38' STREET LIGHT JUNCTION BOX - I.E. 6" CONC. (SE)=459.77' - COBRA HEAD LIGHT I.E. 8" CONC. (SW)=458.99' ELECTRIC METER - I.E. 8" CONC. OUT (NE)=458.96' ® - 4: WELLHEAD OVERLAY AREA TRANSFORMER E- - THE SITE IS WITHIN THE 0-1 AND 1-5 YEAR TIME OF TRAVEL ZONES FOR THE 16TH & Q STREET DRINKING WATER WELLHEAD. 4 EXISTING BOUNDARY LINE - EXISTING CENTERLINE - EXISTING RIGHT-OF-WAY LINE - SECTIONAL LINE - EASEMENT LINE E - UNDERGROUND ELECTRICALISIGNAL LINES - UNDERGROUND WATER LINE SS - SANITARY SEWER LINE SD - STORM DRAINAGE LINE OH - OVERHEAD WIRE G - UNDERGROUND GAS LINE \ \ - BUILDING FACE - ------------ -464`--------- --- - EXISTING MINOR CONTOUR -- - - - - 46 - - - - - - EXISTING MAJOR CONTOUR EXISTING ASPHALT SURFACE EXISTING CONCRETE SURFACE 0 - GAS METER OSSC - SANITARY SEWER CLEANOUT O - SANITARY SEWER MANHOLE - CATCH BASIN - CATCH BASIN - TRAPPED TYPE - STORM DRAIN MANHOLE - FIRE HYDRANT 1B - WATER METER BOX G - WATER VALVE P - WATER SPIGOT N - SPRINKLER VALVE 4** STREET LIGHT JUNCTION BOX - SHOEBOX LIGHT (SINGLE) - COBRA HEAD LIGHT 13 - ELECTRIC METER - ELECTRICAL VAULT ® - 4: RA - TRANSFORMER E- - GUY WIRE 1. 17 60.00'. B 4, 43.71 Al 0 . . . . . . 15.00'SANITARY SEWER EASEMENT' 4 IV 4 CD- J: '4 TAX LOT #7701 4 J z V 41 o Y 5 --------------- 4 . . . . . ...... v W. SCALE: 20 FEET 20 10 0 20 VIC/N/7"YMAP SCALE: NTS LEGEND - EXISTING BOUNDARY LINE - EXISTING CENTERLINE - EXISTING RIGHT-OF-WAY LINE - SECTIONAL LINE - EASEMENT LINE E - UNDERGROUND ELECTRICALISIGNAL LINES - UNDERGROUND WATER LINE SS - SANITARY SEWER LINE SD - STORM DRAINAGE LINE OH - OVERHEAD WIRE G - UNDERGROUND GAS LINE \ \ - BUILDING FACE - ------------ -464`--------- --- - EXISTING MINOR CONTOUR -- - - - - 46 - - - - - - EXISTING MAJOR CONTOUR EXISTING ASPHALT SURFACE EXISTING CONCRETE SURFACE 0 - GAS METER OSSC - SANITARY SEWER CLEANOUT O - SANITARY SEWER MANHOLE - CATCH BASIN - CATCH BASIN - TRAPPED TYPE - STORM DRAIN MANHOLE - FIRE HYDRANT 1B - WATER METER BOX G - WATER VALVE P - WATER SPIGOT N - SPRINKLER VALVE - STREET LIGHT JUNCTION BOX - SHOEBOX LIGHT (SINGLE) - COBRA HEAD LIGHT 13 - ELECTRIC METER - ELECTRICAL VAULT ® - ELECTRIC JUNCTION BOX RA - TRANSFORMER E- - GUY WIRE OSTP CPO CPO CPP F! 0 UTILITY POLE SIGNAL POLE SIGNAL POLE WITH STREET LIGHT TRAFFIC SIGNAL JUNCTION BOX TELEPHONE RISER UNKNOWN STAND PIPE UNKNOWN CLEANOUT BOLLARD GATE POST SIGN POST DECIDUOUS TREE DRAINAGE FLOW ARROW 11ZTir. 3142 PROSPECT AVENUE CLEVELAND, OH 44115 - 2612 T 216.588.0800 866.787.7021 F 216.588.0801 E vocon@vocon.com WOR,KLEY ArchiteCt5, Inc D/B/A vocon. architecture Shaping the Future PORTLAND 5415 SW WESTGATE DR STE 100, PORTLAND, OR 97221 TEL: (503) 419 - 2500 FAX (503) 419 -2600 PROFESSIONAL SEAL: I hereby certify that this )RO drawing, plan, - 0 specification, or report I N was prepared by me or under my direct supervision and that I a 5 N a duly registered 1% Architect (or Engineer, A respectively) under the 0 laws of the State of which govern this project WARNING: per LAW No PE person may alter these documents unless person R. Is, "or under the direct supervision of " the licensed architect (or EXPIRES: 06/30/2014 Engineer, respectively). [including all copyrights] Registration No: 80059PE PROPOSED NEW CONSTRUCTION FOR Ke Barak 1625 Mohawk Blvd. Springfield, OR 9,7477 KEY PLAN U SCALE: N.T.S. APPROVAL: CD, REVISIONS: No. I Date I Description DRAWN BY: KDD CHECKED BY: JRS JOB NUMBER 120487.00 DRAWING (503) 232-1987). A 0 1 W I I C 4. 4 ^4- -u 4 4. <4' 6 Of 27.010 n/ /6.00G 4 3" ASPHALT CONCRETE PAVEMENT* 8" COMPACTED 1-1/2"-0 AGGREGATE BASE ROCK f%n1kADA1'%-rCM LIGHT TRAFFIC ASPHALT PAVEMENT SECTION SEE GEOTECHNICAL REPORT FOR PAVEMENT, AGGREGATE BASE, COMPACTION, ETC. REQUIREMENTS. 4" ASPHALT CONCRETE PAVEMENT* 2" COMPACTED 3/4"-0 AGGREGATE BASE ROCK 10" COMPACTED 1-1 /2"-0 AGGREGATE BASE ROCK* f%nRADAn"r=f'% SUBGRADE HEAVY TRAFFIC ASPHALT PAVEMENT SECTION SEE GEOTECHNICAL REPORT FOR PAVEMENT, AGGREGATE BASE COMPACTION, ETC. REQUIREMENTS. 5" P.C. CONCRETE PAVEMENT 4,000 PSI COMPRESSIVE STRENGTH 5" COMPACTED 1-112"-0 AGGREGATE BASE ROCK r-MADAr"T9Z11i 4ZH n-DMIC * LIGHT DUTY CONCRETE PAVEMENT SECTION SEE GEOTECHNICAL REPORT FOR PAVEMENT, AGGREGATE BASE, COMPACTION, ETC. REQUIREMENTS. 5" P.C. CONCRETE PAVEMENT INTEGRALLY COLORED BLACK REFER TO ARCHITECTURAL PLAN FOR MORE INFORMATION. 4,000 PSI COMPRESSIVE STRENGTH 5" COMPACTED 1- 1/2 " -0 AGGREGATE BASE ROCK PrNKADAP-MM 42H f-%MAMM * LIGHT CONCRETE SECTION INTEGRALLY COLORED BLACK SEE GEOTECHNICAL REPORT FOR PAVEMENT, AGGREGATE BASE COMPACTION, ETC. REQUIREMENTS. ,4 kA LEGEND M PROPOSED STANDARD 6" EXPOSURE CONCRETE CURB. F 21 n i 1 111`.:. PROPOSED CONCRETE SIDEWALK. kA LEGEND M PROPOSED STANDARD 6" EXPOSURE CONCRETE CURB. F 21 PROPOSED RAIN GARDEN. REFER TO GRADING AND UTILITY PLAN FOR MORE INFORMATION. F 31 PROPOSED CONCRETE SIDEWALK. EXISTING BOUNDARY LINE F4] PROPOSED CURB LINE vo.on, PARKING LOT AREA 19,473 SF (54.2%) 9 F51 PROPOSED HEAVY ASPHALT SECTION. SEE HEAVY ASPHALT SECTION BELOW. EXISTING RIGHT OF WAY LINE 9,918 SF (27.6%) PROPOSED STORMWATER FACILITY 3142 PROSPECT AVENUE T PROPOSED ADA PARKING AREA. STD. HANDICAP AND VAN ACCESSIBLE STALLS: EXISTING LOT LINE PROPOSED GARBAGE ENCLOSURE WITH 6' SCREENING FENCE/WALL AND LIGHT CONCRETE PROPOSED STRIPING CLEVELAND, OH EXISTING EASEMENT LINE PROPOSED CONCRETE SURFACE 44115 - 2612 EXISTING CURB LINE BUILDING FACE Q PROPOSED INTEGRALLY COLORED BLACK CONCRETE SURFACE T 216.588.0800 866.787.7021 EXISTING CONCRETE SURFACE F 216.588.0801 on - GAS METER PROPOSED RIP RAP E vocon@vocon.com cpsc - SANITARY SEWER CLEANOUT PROPOSED ADA ROUTING PROPOSED SAWCUT WOkKLEY Atcbitect5, Inc - SANITARY SEWER MANHOLE PROPOSED BREAKLINE D/B/A CATCH BASIN PROPOSED LIGHT ASPHALT vocon, architecture CATCH BASIN - TRAPPED TYPE STORM DRAIN MANHOLE PROPOSED HEAVY ASPHALT A11111111111 FIRE HYDRANT WATER METER BOX E) - WATER VALVE Shaping the Future ® - STREET LIGHT JUNCTION BOX PORTLAND 13o 5415 SW WESTGATE CF, STE 100, PORTLAND, OR 97221 " SHOEBOX LIGHT (SINGLE) TEL: {503)419 -2500 FAX (5x3)419 -2600 13 - ELECTRIC METER wwwcardno,com - UTILITY POLE - SIGNAL POLE - SIGNAL POLE WITH STREET LIGHT CIE) - TRAFFIC SIGNAL JUNCTION BOX N - TELEPHONE RISER BO 0 - BOLLARD G P 0 - GATE POST n - SIGN POST 0 - DECIDUOUS TREE SITE CONSTRUCTION NOTES M PROPOSED STANDARD 6" EXPOSURE CONCRETE CURB. F 21 PROPOSED RAIN GARDEN. REFER TO GRADING AND UTILITY PLAN FOR MORE INFORMATION. F 31 PROPOSED CONCRETE SIDEWALK. BUILDING AREA F4] PROPOSED LIGHT ASPHALT SECTION. SEE LIGHT ASPHALT SECTION BELOW. 984 SF (2.7%) PARKING LOT AREA 19,473 SF (54.2%) 9 F51 PROPOSED HEAVY ASPHALT SECTION. SEE HEAVY ASPHALT SECTION BELOW. LANDSCAPE AREA 9,918 SF (27.6%) T PROPOSED BUILDING AND CANOPY. T PROPOSED ADA PARKING AREA. STD. HANDICAP AND VAN ACCESSIBLE STALLS: F81 PROPOSED GARBAGE ENCLOSURE WITH 6' SCREENING FENCE/WALL AND LIGHT CONCRETE I STALL SECTION INTEGRALLY COLORED BLACK. F-91 PROPOSED LANDSCAPE AREA, SEE LANDSCAPE PLANS FOR MORE INFORMATION liol PROPOSED BIKE PARKING. F1-11 PROPOSED DRIVEWAY APRON CURBSIDE SIDEWALK (STANDARD). 12] PROPOSED LIGHT CONCRETE SECTION INTEGRALLY COLORED BLACK. SEE LIGHT CONCRETE SECTION BELOW. F13] PROPOSED TRANSFORMER CONCRETE PAD. 14 PROPOSED WHITE PARKING AND LANE STRIPING. 15 PROPOSED ADA WINGED RAMP OR INLINE RAMP WITH TACTILE WARNING. 161 PROPOSED CROSSWALK WITH STAGGERED CONTINENTAL CROSSWALK 2' WHITE BARS. 17 PROPOSED DRIVEWAY APRON CURBSIDE SIDEWALK (FULL DEPRESSED). 18 PROPOSED KEY BANK PYLON SIGN. Flo- DDnDnQ1=M PUBLIC C. SIDEWALK. d 4 4 4 TOTAL PARKING STALLS: 23 STALLS BIKE PARKING SUMMARY REGULAR BIKE RACKS: 2 ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). OREGON UTILITY NOTIFICATION CENTER 1.800-332-234iil,. S CA L E., I't-- 20 FEE T MAR 14 2013 20 10 0 20 Is PROFESSIONAL SEAL- I hereby certify that this TO drawing, plan, specification, or report I N E was prepared by me or under my direct supervision and that I a 5 a duly registered Architect (or Engineer, respectively) under the laws of the State of Mich govern this project WARNING: per LAW No 'rl` IgE01. `Cr person may after these documents unless person R. Is, *or under the direct supervision of * the licensed architect (or EXPIRES: 06/30/2014 Engineer, respectively). [including all copyrights] Registration No: 8W59PE PROPOSED NEW CONSTRUCTION FOR Ke Bank 1625 Mohawk Blvd. Springfield, OR 97477 KEY PLAN SCALE: N.T.S. APPROVAL: CD, REVISIONS: No. I Date I Description DRAWN BY: KDD CHECKED BY: JRS JOB NUMBER. 120487.00 DRAWING PHASE: DEVELOPMENT DESIGN SHEET TITLE: SITE AND DIMENSION PLAN SHEET NUMBER: C2.0 SITE SUMMARY PROPERTY AREA 35,930 SF BUILDING AREA 4,023 SF (11.2%) CANOPY AREA 984 SF (2.7%) PARKING LOT AREA 19,473 SF (54.2%) SIDEWALK AND CONCRETE AREAS 1,532 SF (4.3%) LANDSCAPE AREA 9,918 SF (27.6%) PARKING SUMMARY REGULAR STALLS: 21 STD. HANDICAP AND VAN ACCESSIBLE STALLS: 2 VAN ACCESSIBLE STALLS NEEDED: I STALL TOTAL PARKING STALLS: 23 STALLS BIKE PARKING SUMMARY REGULAR BIKE RACKS: 2 ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). OREGON UTILITY NOTIFICATION CENTER 1.800-332-234iil,. S CA L E., I't-- 20 FEE T MAR 14 2013 20 10 0 20 Is PROFESSIONAL SEAL- I hereby certify that this TO drawing, plan, specification, or report I N E was prepared by me or under my direct supervision and that I a 5 a duly registered Architect (or Engineer, respectively) under the laws of the State of Mich govern this project WARNING: per LAW No 'rl` IgE01. `Cr person may after these documents unless person R. Is, *or under the direct supervision of * the licensed architect (or EXPIRES: 06/30/2014 Engineer, respectively). [including all copyrights] Registration No: 8W59PE PROPOSED NEW CONSTRUCTION FOR Ke Bank 1625 Mohawk Blvd. Springfield, OR 97477 KEY PLAN SCALE: N.T.S. APPROVAL: CD, REVISIONS: No. I Date I Description DRAWN BY: KDD CHECKED BY: JRS JOB NUMBER. 120487.00 DRAWING PHASE: DEVELOPMENT DESIGN SHEET TITLE: SITE AND DIMENSION PLAN SHEET NUMBER: C2.0 .4 ' . 4 40 A 4 / I a ' f , B 4k 4= 4. a (464.45) d .. , ` ° 1 - 8463.74 / Y 4 + , a 8464.75 4' `. ® 1 (464.29) 41 4 2 1 (464-28) 4 - MAr-A fO / (TC:464.24) BC:463.74 TC:463.67 BC:463.63 4 TC:463.70 BC:463.64 4 4 d TC:463.71 4 BC:463.65 (TC:463.88) BC:463.39 .- ' `. r r 'II 0- i i t t TCA65.12 BC:464.62 l s ?i S464.96 0 TCA64.98 BCA64.48 t S464.92 4 t t t t t 1 t S464.92 t i 1 t t t t S464.92 t t t 4 r4 1, S465,15 a 4 1.3% 1 5% S465.15 4 -"' 4 .4 ADA GRADING BLOW -UP AREA S4 S465.63 10FEET 40 SC,,UE: 14--1 / 5 / 10 i n I LEGEND t - EXISTING BOUNDARY LINE CLEVELAND, OH - PROPOSED CURB LINE drawing, plan, specification, or report was prepared by me or 44115 - 2612 -- -- - EXISTING RIGHT OF WAY LINE 216.588.0800 - PROPOSED STORMWATER FACILITY ' 866.787.7021 - - - - - EXISTING LOT LINE 216.588.0801 - PROPOSED STRIPING E vocon @vocon.com WORKLEY Architects, Inc - - - - - - - - - EXISTING EASEMENT LINE D /B /A a . architecture - PROPOSED CONCRETE SURFACE 4. k - EXISTING CURB LINE EXPIRES: 06/30/2014 Shaping the Future PORTLAND [including all copyrights] Registration No: 80059PE 5415 SW WESTGATE DR, STE 100, PORTLAND, OR 97221 BUILDING FACE TEL: (503) 419 - 2500 a ' - PROPOSED INTEGRALLY COLORED ' k I ------ - -- --- 286 ------ - ----- - PROPOSED MINOR CONTOUR BLACK CONCRETE SURFACE - - - - - -285- - - - - - - PROPOSED MAJOR CONTOUR - - -- - - - - - - - PROPOSED SAWCUT LINE / ® - PROPOSED STORM CATCHBASIN i a - EXISTING CONCRETE SURFACE ® - PROPOSED STORM MANHOLE 0 - GAS METER ssc PROPOSED STORMFILTER CATCHBASIN - SANITARY SEWER CLE:ANOUT .` { - SANITARY SEWER MANHOLE - PROPOSED RIP RAP - CATCH BASIN - PROPOSED SANITARY LINE - CATCH BASIN - TRAPPED TYPE _ _ - PROPOSED BREAK LINE t @ - STORM DRAIN MANHOLE 286 - PROPOSED MINOR CONTOUR - - FIRE HYDRANT - PROPOSED MAJOR CONTOUR i - WATER METER BOX 0 - PROPOSED SANITARY CLEANOUT + = j - WATER VALVE -i - PROPOSED SANITARY CATCHBASIN - STREET LIGHT JUNCTION BOX TC:465.00 - TOP OF CURB AND BOTTOM OF CURB E3D - SHOEBOX LIGHT (SINGLE) BC:464.50 SPOT SHOT 7. k i- - ELECTRIC METER (465.00 ) - EXISTING SPOT SHOT - I -0- - UTILITY POLE S:465.38 - PROPOSED SPOT SHOT Al - SIGNAL POLE CC:465.38 - PROPOSED CURB CUT SIGNAL POLE WITH STREET LIGHT FF:465.80 - PROPOSED FINISHED FLOOR f - TRAFFIC SIGNAL JUNCTION BOX 2.0%- - SLOPE TELEPHONE RISER X - PROPOSED SEDIMENT FENCE BCC ° - BOLLARD - - - -- -- -- -- - - PROPOSED STRAW WADDLE GP - GATE POST - PROPOSED BIO BAG $4.• I -- - SIGN POST - PROPOSED CONCRETE WASHOUT I - DECIDUOUS TREE - PROPOSED INLET PROTECTION - PROPOSED CONSTRUCTION ENTRANCE 4 •4 GRADING AND EROSION CONTROL NOTES .4 a• t PROPOSED SEDIMENT PROTECTION ON ALL EXISTING INLETS AND PROPOSED INLETS. A PROPOSED SEDIMENT FENCE. PARKING SPACES IN A.D.A. ACCESSIBLE AREAS SHALL BE GRADED AT 2% MAX IN ALL DIRECTIONS. 4 U , ALL GRADES TO MATCH INTO EXISTING GRADES ON NEIGHBORING PROPERTIES. ° 5 PROPOSED STRAW WADDLE. PROPOSED BIOBAG SEDIMENT PROTECTION FOR CURB CUTS. d, (D STORMWATER FACILITYIRAIN GARDEN. PROPOSED CONCRETE TRUCK WASHOUT. PROPOSED GRAVEL CONSTRUCTION ENTRANCE. PRELIMINARY CUTIFILL SUMMARY II CUT 1630 CY* FILL 1280 CY NET CUT 350 CY ** * ASSUMED 1' STRIPPINGS OVER ENTIRE SITE AND 2' STRIPPINGS FOR PROPOSED BUILDING ** CUT/FILL NUMBERS DO NOT INCLUDE ANY OVER EXCAVATION. SCALE: 1!-- 20 FEET 20 70 0 20 1 T t i 3142 PROSPECT AVENUE I hereby certify that this CLEVELAND, OH drawing, plan, specification, or report was prepared by me or 44115 - 2612 T 216.588.0800 supervision and that I a 866.787.7021 F 216.588.0801 E vocon @vocon.com WORKLEY Architects, Inc WARNING: per LAW No person may alter these D /B /A . architecture R. Is, "or under the direct supervision of " the licensed architect (or EXPIRES: 06/30/2014 Shaping the Future PORTLAND [including all copyrights] Registration No: 80059PE 5415 SW WESTGATE DR, STE 100, PORTLAND, OR 97221 TEL: (503) 419 - 2500 FAX (503) 419 -2600 PROFESSIONAL SEAL: I hereby certify that this D TO FF drawing, plan, specification, or report was prepared by me or , I' S 5 I N EF /O under my direct supervision and that I a a duly registered Architect (or Engineer, respectively) under the laws of the State of which n GIt O r govern this project, v ,l` WARNING: per LAW No person may alter these E 1 ` Cy documents unless person R. Is, "or under the direct supervision of " the licensed architect (or EXPIRES: 06/30/2014 Engineer, respectively). [including all copyrights] Registration No: 80059PE PROPOSED CONSTRUCTION FOR: KeyBank 1625 Mohawk Blvd. Springfield, OR 97477 (---,K.EEY_P_LAN u SCALE: N.T.S. r APPROVAL: No. I Date Description CD, REVISIONS: No. I Date I Description DRAWN BY: KDD CHECKED BY: JRS JOB NUMBER: 120487.00 DRAWING PHASE: DEVELOPMENT DESIGN SHEET TITLE: G Or' DIN AND ER N SHEET NUMBER: I I' SSCB#1 RIM: 464.15 IE OUT (6 "S) = 460.00 SSCO #1 RIM: 464.73 IE IN (6 "E) = 458.96 IE OUT (6 "W) = 458.96 SSCO #2 RIM: 464.63 IE IN (6 "SE) = 457.93 IE OUT (6 "NW) = 457.93 SDCB#1 (1 CARTRIDGE) RIM: 463.74 IE OUT (8 "W) = 459.98 SDCB#2 RIM: 463.67 IE OUT (8 "S) = 461.51 SDCO #1 RIM: 464.44 IE IN (8 "W) = 458.40 IE OUT (8 "E) = 458.40 SDCO#2 RIM: 464.75 IE IN (8 "S) = 459.72 IE IN (8 "E) = 459.72 IE OUT (8 "W) = 459.72 SDDI #1 RIM: 462.95 IE OUT (8 "N) = 460.46 SDDI#2 RIM: 463.10 IE OUT (6 "N) = 459.74 SDMH #1 (2 CARTRIDGES) RIM: 464.25 IE IN (8 "N) = 461.33 IE IN (8 "SW) = 461.33 IE OUT (8 "E) = 459.03 WATER NOTES 1 PROPOSED WATER LINE CONNECTION CONNECT TO T NATURAL GAS NOTES LEGEND CLEVELAND, OH - EXISTING BOUNDARY LINE 44115 - 2612 - PROPOSED CURB LINE T -- -- - EXISTING RIGHT OF WAY LINE - PROPOSED STORMWATER FACILITY - - - - - EXISTING LOT LINE - PROPOSED STRIPING vocon @vocon.com EXISTING EASEMENT LINE WORKLEY a 4° - PROPOSED CONCRETE SURFACE f - EXISTING CURB LINE vocon. architecture i - BUILDING FACE Q - PROPOSED INTEGRALLY COLORED I E - UNDERGROUND ELECTRICAL BLACK CONCRETE SURFACE 5415 SW WESTGATE DR, STE 100, PORTLAND, OR 97221 j - UNDERGROUND WATER LINE - - - - - - - - _ - PROPOSED SAWCUT LINE j SANITARY SEWER LINE - PROPOSED STORM LINE SID - STORM DRAINAGE LINE ® - PROPOSED STORM CATCHBASIN OH V OVERHEAD WIRE - PROPOSED STORM MANHOLE I UNDERGROUND GAS LINE 4 a - PROPOSED STORMFILTER CATCHBASIN d - EXISTING CONCRETE SURFACE - PROPOSED RIP RAP I i I0-1 - GAS METER - PROPOSED SANITARY LINE I sc O - PROPOSED SANITARY CLEANOUT - SANITARY SEWER CLEANOUT. - PROPOSED SANITARY CATCHBASIN SANITARY SEWER MANHOLE W - PROPOSED WATER LINE { - CATCH BASIN G - PROPOSED GAS LINE I - CATCH BASIN - TRAPPED TYPE I - STORM DRAIN MANHOLE I - - FIRE HYDRANT 03 - WATER METER BOX I a - WATER VALVE - STREET LIGHT JUNCTION BOX - SHOEBOX LIGHT (SINGLE) E - ELECTRIC METER -0- - UTILITY POLE I cl =" - SIGNAL POLE - SIGNAL POLE WITH STREET LIGHT - TRAFFIC SIGNAL JUNCTION BOX I ® - TELEPHONE RISER I 130 ° - BOLLARD ° P - GATE POST - - SIGN POST T - DECIDUOUS TREE p I SANITARY SEWER NOTES (ID PROPOSED SANITARY SEWER CATCH BASIN. SEE SANITARY DATA TABLE BELOW FOR MORE INFORMATION. GD PROPOSED PUBLIC SANITARY SEWER CONNECTION, IE: 457.65. CD PROPOSED 6" PVC SANITARY LINE. SEE PLAN FOR LENGTH AND SLOPE. O PROPOSED SANITARY SEWER BUILDING CONNECTION, IE: 460.60. O PROPOSED SANITARY SEWER CLEANOUT. SEE SANITARY DATA TABLE BELOW FOR MORE INFORMATION. STORM NOTES O1 PROPOSED RAIN GARDEN A. FACILITY SURFACE AREA 486 SF, PLANTER BOTTOM ELEVATION: 462.45. O PROPOSED RAIN GARDEN B. FACILITY SURFACE AREA 495 SF, PLANTER BOTTOM ELEVATION: 462.60. O PROPOSED PLANTER OVERFLOW. SEE STORM DATA TABLE BELOW FOR MORE INFORMATION. O PROPOSED TRAPPED CATCH BASIN. SEE STORM DATA TABLE BELOW FOR MORE INFORMATION. O5 PROPOSED STORMFILTER MANHOLE (2 CARTRIDGES). SEE STORM DATA TABLE BELOW FOR MORE INFORMATION. O PROPOSED STORMFILTER CATCH BASIN (1 CARTRIDGE). SEE STORM DATA TABLE BELOW FOR MORE INFORMATION. O7 PROPOSED ROOF /CANOPY DRAIN CONNECTION. IE: 462.30. OPROPOSED 8"C900 STORM LINE. SEE PLAN FOR LENGTH AND SLOPE. OPROPOSED 8" PVC STORM LINE. SEE PLAN FOR LENGTH AND SLOPE. 10 PROPOSED STORM CLEANOUT. SEE STORM DATA TABLE BELOW FOR MORE INFORMATION. 11 PROPOSED 6" PVC STORM LINE. SEE PLAN FOR LENGTH AND SLOPE. 12 CONNECT TO PUBLIC STORM LINE. STORM SUMMARY EXIS ING WATER METER. 1 PROPOSED GAS LINE CONNECTION. CONNECT TO EXISTING GAS VALVE. IMPERVIOUS AREA (WITHOUT BUILDING) 21,005 SF 2 PROPOSED 105 LF OF 1.5" COPPER WATER LINE. 2 PROPOSED 1.5" GAS LINE. BASIN A (RAIN GARGEN) 6,787 SF (32.3 %) BASIN B (RAIN GARGEN) 5,566 SF (26.5 %) 3 PROPOSED DOMESTIC WATER LINE BUILDING CONNECTION. 3 PROPOSED NATURAL GAS LINE BUILDING CONNECTION. BASIN C (CATCHBASIN TO STORMFILTER MANHOLE) 5,948 SF (28.3 %) BASIN D (STORMFILTER CATCHBASIN) 2,704 SF (12.9 %) < > 4 PROPOSED IRRIGATION DOUBLE CHECK VALVE ASSEMBLY. ROOF AND CANOPY (TREATED BY STORMFILTER MANHOLE) 5,007 SF 1 1 3142 PROSPECT AVENUE CLEVELAND, OH 44115 - 2612 T 216.588.0800 866.787.7021 F 216.588.0801 E vocon @vocon.com WORKLEY Architects, ir]c D /B /A vocon. architecture Shaping the Future PORTLAND 5415 SW WESTGATE DR, STE 100, PORTLAND, OR 97221 TEL: (503) 419 - 2500 FAX (503)419 -2600 PROFESSIONAL SEAL: i hereby certify that this C p PRO drawing, plan, <(, L s specification, or report w5 1 N EF was prepared by me or under my direct supervision and that 1 a a duly registered Architect (or Engineer, respectively) under the n laws of the State of which v G b c govem this project. `` ,% WARNING: per LAW No ,l B E person ma y alter these Fy HpC documents unless person R S Is, "or under the direct supervision of " the licensed architect (or EXPIRES: 06/30/2014 Engineer, respectively). [including all copyrights] Registration No: 80059PE PROPOSED NEW CONSTRUCTION FOR: r KeyBank 1 625 Mohawk Blvd. Springfield, OR 97477 rM FA T r , 34% APPROVAL: M. m CD, REVISIONS: No. Date Description DRAWN BY: KDD CHECKED BY: JRS JOB NUMBER: 120487.00 DRAWING PHASE: DEVELOPMENT DESIGN SHEET TITLE: COMPOSITE UTILITY PLAN WAMWIMEXMIMI , f' 4 ' t , Q 4 + j ,a 69. a r , 4 , , , a , d 4 d + Q d Q , t ' / sa Ci ' d jj jI Q , ! a4 . j . W , - r ! 4 t` I -2, 11 io _ © 4 A IeneK1n enoAAwI o1 wwIrIun_ weE S: w - A I SYMBOL TREES ITEM SIZE QTY. COMMENTS voconi 3142 PROSPECT AVENUE FRAXINUS EXCELSIOR 'GOLDEN DESERT' 2" CAL. / 8 REFER TO DETAILS 4,5 & 61 SHEEET L3.0 CLEVELAND, OH 1 GOLDEN DESERT ASH B &B 44115 - 2612 ` • FRAXINUS PENNSYLVANICA 'MARSHALL' 2" CAL. / 3 REFER TO DETAILS 4,5 & 6 / SHEEET L3.0 T 216.588 0800 MARSHALL SEEDLESS ASH B &B 866.787.7021 GLEDITS/A TRIACANTHOS INERMIS 'SKYLINE' 2" CAL. / 11 REFER TO DETAILS 4, 5 & 6 / SHEEET L3.0 F 216.58$ .0801 SKYLINE THORNLESS HONEYLOCUST B &B E vocon @vocon.com 4 + CORNUS F L O R I D A ' C H E R O K E E C H I E F ' 2" CAL.1 B &B 5 REFER TO DETAILS 4,5 & 6/ SHEEET L3.0 W O R K L E Y Architects, I n c I CHEROKEE CHIEF DOGWOOD 2.5" CAL TREES ARE NOTED ON PLAN. D /B /A E ACER CERCINATUM 3/4" CAL. / 3 TRUNK 8 REFER TO DETAILS 4,5 & 6 / SHEEET L3.0 vocon, architecture VINE MAPLE B &B / AS SHOWN THUJA PLICATA ' HOGAN' 5' -6' HT. / B &B 3 REFER TO DETAILS 3,5 & 6 / SHEEET L3.0 HOGAN CEDAR 3 ( i Shaping the Future I EXISTING DECIDUOUS TREE TO REMAIN CONTRACTOR TO PROTECT IN PLACE. PORTLAND - 5415 SW WESTGATE DR, STE 100, PORTLAND, OR 97221 TEL` (503) 419 - 25W FAX (503) 419 -2600 PROFESSIONAL SEAL: SHRUBS & ACCENTS I S 1 -` ' ' J 4" POT @ 1 ` -6" O.C. 110 REFER TO DETAILS 1 & 51 SHEET L3.0 ITEM SIZE QTY. COMMENTS supervision and that I am a duty registered 0 MAHONIA AQUIFOLIUM 3 GAL. @ 3' -0" O.C. 106 REFER TO DETAILS 2,5 & 6 / SHEEET L3.0 ,c'Y 50% CAREX STIPATA OREGON GRAPE HOLLY 50% JUNCUS PATENS I j PRUNUS LAUROCERASUS 'OTTO LUYKEN` 3 GAL. @ 71 REFER TO DETAILS 2, 5 & 6 / SHEEET L3.0 LEGEND - RAINGARDEN'Bw OTTO LUYKEN LAUREL 3' -6" O.C. Engineer, respectively). M/SCANTHUS SINENSIS 3 GAL. @ 4' -0" O.C. 13 REFER TO DETAILS 2 7 5 & 6 / SHEEET L3.0 i MAIDEN GRASS I O PENN/SETUM ALOPECURIODES 'HAMELN' 1 GAL @ 124 REFER TO DETAILS 2, 5 & 6 / SHEEET L3.0 j HAMELN FOUNTAIN GRASS V -6" O.C. I GROUNDCOVERS j ITEM SIZE QTY. COMMENTS 1 - ARCTOSTAPHYLOS UVA -URSI 1 GAL. @ T -0" O.C. 825 REFER TO DETAILS 1 & 51 SHEET L3.0 I BEARBERRY ROSA var. 'RED FLOWER CARPET' 1 GAL. @ 2' -6" O.C. 310 REFER TO DETAILS 1 & 5 / SHEET L3.0 f RED FLOWER CARPET ROSE PROTIME 303 SUN MIX SEED @ 2,100 SF HOBBS & HOPKINS - PORTLAND 8 LBS.11,000 SF L _ MISCELLANEOUS ITEM SIZE QTY. COMMENTS WASHED ROUND RIVER ROCK 1 " -2" DIAMETER 166 SF REFER TO DETAIL 8 / SHEET L3.0 3.25 CY LEGEND - RAINGARDEN 'A' SYMBOL TREES a ITEM SIZE QTY. COMMENTS • THUJA PLICATA ' HOGAN` 5'-6' HT. / B &B 3 REFER TO DETAILS 3, 5 & 6 f SHEEET L3.0 HOGAN CEDAR rn 4i' SHRUBS & ACCENTS ITEM SIZE QTY. COMMENTS ' 0 MAHONIA AQUIFOLIUM 3 GAL. @ 3' -0" O.C. 6 REFER TO DETAILS 2,5 & 6 / SHEEET L3.0 OREGON GRAPE HOLLY / ROSA NOOTKANA 1 GAL. @ 3' -6" O.C. 18 REFER TO DETAILS 2,5 & 6 ! SHEEET L3.0 NOOTKA ROSE f GROUNDCOVERS J ITEM . SIZE QTY. COMMENTS PROFESSIONAL SEAL: I hereby certify that this I S 1 -` ' ' ARCTOSTAPHYLOS UVA -URSI 4" POT @ 1 ` -6" O.C. 110 REFER TO DETAILS 1 & 51 SHEET L3.0 was prepared by me or BEARBERRY under my direct supervision and that I am a duty registered Architect (or Engineer, SEDGE/ RUSH MIX 4" POT @ 300 SF REFER TO DETAIL 1 /SHEET L3.0 respectively) under the laws of the State of which govern this project, ,c'Y 50% CAREX STIPATA 1' -0" Q.C. 300 PLANTS 50% JUNCUS PATENS 150 EACH Is, 'or under the direct l LEGEND - RAINGARDEN'Bw licensed architect (or PROFESSIONAL SEAL: I hereby certify that this I S 1 drawing, plan, specification, or report ' was prepared by me or under my direct supervision and that I am a duty registered Architect (or Engineer, RIC + respectively) under the laws of the State of which govern this project, ,c'Y WARNING: per LAW No person may alter these documents unless person f 11 '0 Is, 'or under the direct supervision of the EXPIRES 05/31/13 licensed architect (or Engineer, respectively). [including all copyrights) Registration No: 749 PROPOSED NEW CONSTRUCTION FOR: KeyBank 1625 Mohawk Blvd. Springfield, OR 97477 KEY 1 SYMBOL TREES ITEM SIZE QTY. COMMENTS CD, REVISIONS: • THUJA PLICATA ' HOGAN' 5'-6' HT. / B &B 4 REFER TO DETAILS 3, 5 & 6/ SHEEET L3.0 No. Date Desaiption 0 10 20 40 80 HOGAN CEDAR GENERAL NOTES: LANDSCAPE PLAN SHRUBS & ACCENTS ITEM SIZE QTY. COMMENTS 1. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION, TO DETERMINE IN 14. TOPSOIL SHALL BE TESTED BY A QUALIFIED SOIL TESTING LAB AND LAB RESULTS FORWARDED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND r,,w4Y THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR ; ° x MAHONIA AQUIFOLIUM 3 GAL. @ 3'-0" O.C. 9 REFER TO DETAILS 2, 5 & 6/ SHEEET L3.0 ACCEPTANCE PRIOR TO PURCHASE. SOIL TESTS SHALL ANALYZE FOR LANDSCAPE SUITABILITY; MEASURING MACRO- & MICRO- NUTRIENTS, pH, 3*M SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. AND SOIL CLASSIFICATION (i.e. SANDY LOAM). BACKFILL MATERIAL FOR PLANTING AREAS SHALL CONTAIN APPROVED TOPSOIL FINE GRADE OREGON GRAPE HOLLY 2. CONTRACTOR TO VERIFY LIMITS OF WORK BEFORE STARTING AND EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT COMPOST, TOPSOIL, FERTILIZER PER SOIL ANALYSIS RECOMMENDATIONS. - ROSA N 1 GAL. 3'-6" O C. .START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. O OCITKANA @ 25 REFER TO DETAILS 2, 5 & 6 /SHEEET L3.0 15. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO NOOTKA ROSE 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS IN WRITING TO THE LANDSCAPE ARCHITECT. INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS DRAWN BY: PEG 4. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT GROUNDCOVERS CHECKED BY: JRS FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. ITEM SIZE QTY. COMMENTS 5. ALL TREE AND SHRUB PLANT MASSES TO BE CONTAINED WITHIN A 3" LAYER OF BARK MULCH BED. DO NOT INSTALL MULCH IN ANY WATER QUALITY 16. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PLANT MATERIAL IN THE SIZE SPECIFIED ON PLAN PRIOR TO INSTALLATION. IN THE JOB NUMBER: 120487.00 FACILITIES ON SLOPES BELOW THE TOP OF BANK. EVENT THE PLANT MATERIAL IS NOT AVAILABLE IN THE SIZE SPECIFIED, THE CONTRACTOR SHALL SUBMIT TO THE OWNERS' REPRESENTATIVE, _ 6, SHOVEL CUT BED EDGE TO BE NO LESS THAN 12" AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND- AND THE LANDSCAPE ARCHITECT, A WRITTEN ESTIMATE TO INCREASE PLANT MATERIAL (AND INSTALL) THE NEXT AVAILABLE CONTAINER SIZE ARCTOSTAPHYLOS UVA -URSI 4" POT @ V -6" O.C. 100 REFER TO DETAILS 1 & 5 / SHEET L3.0 COVER OCCURS, CUT EDGE TO LIMITS OF THE PLANTED AREA SHOWN, PLANT (I.E. 4" POT TO ONE GALLON CONTAINER, 2" CALIPER TREE TO 2.5" CALIPER). BEARBERRY DRAWING 17. CONTRACTOR SHALL BE RESPONSIBLE TO IMPLEMENT BEST MANAGEMENT PRACTICES TO STABILIZE ALL SLOPES 3:1 OR GREATER AND PHASE: DEVELOPMENT DESIGN 7. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE PLANTING AREAS. i SEDGEI RUSH MIX 4" POT @ 408 SF REFER TO DETAIL 1 1 SHEET L3A PREVENT EROSION OR MOVEMENT OF SOIL FROM SLOPES. THIS COULD INCLUDE, BUT NOT LIMITED TO, EROSION CONTROL FABRIC, STAKING, 8. CONTRACTOR TO FINE GRADE AND ROCK HOUND TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF NETTING, AND STRAW WATTLES. SUBMIT METHOD OF SLOPE STABILIZATION TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 50% CAREX STIPATA 1' -0" O.C. 204 PLANTS SHEET TITLE: IRREGULARITIES (BUMPS OR DEPRESSIONS) &EXTRANEOUS MATERIAL OR DEBRIS.. 30 DAYS PRIOR TO IMPLEMENTATION. 50% JUNCUS PATENS 102 EACH 9. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS AND ARE NOT GUARANTEED AS ACCURATE to Received: LANDSCAPE REPRESENTATIONS OF FINAL QUANTITIES OR MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BID QUANTITIES AS REQUIRED BY THE 18. PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, IN WRITING, IF IT IS BELIEVED THE PLANT MATERIAL PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT LEGEND AND THE QUANTITY OF IDENTIFIED ON THE PLAN MAY NOT BE SUITABLE FOR THE SITE OR MAY DIE. SUBSTITUTION REQUESTS WILL BE GRANTED BY THE LANDSCAPE RAINGARDEN PLANT REQUIREMENTS: GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. ARCHITECT PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IF NOTIFICATION IS NOT GIVEN TO THE LANDSCAPE ARCHITECT ALL PLANTING : PLANTING AgAn RAINGARDEN A. RAINGARDEN B . 10. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. WHICH FAILS TO GROW (EXCEPT FOR ANY DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS DETERMINED BY THE OWNER, TREATMENT AREA = 300 SF TREATMENT AREA= 408 SF • NEGLECT OR VANDALISM) SHALL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR S- EXPENSE. Original I ubmi al PLAN 11. CONTRACTOR SHALL NOT REMOVE ANY EXISTING TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE LANDSCAPE ARCHITECT. 19. NOTIFY THE LANDSCAPE ARCHITECT IN WRITING, WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE SHRUBS: SHRUBS: 12. WHEN PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CONFLICT WITH EXISTING TREE CANOPIES, NOTIFY FILL, POOR PLANTING SOIL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, PRIOR TO PLANTING. REQUIRED = (2) 3 GAL. & 6 1 GAL. PER 100 SF. REQUIRED = 2 3 GAL. & 6 1 GAL. PER 100 SF. SHEET NUMBER: LANDSCAPE ARCHITECT IN WRITING, REQUESTING ADJUSTMENT TO TREE LOCATIONS. { } { } { } 20. PLANTING RESTRICTIONS - PLANTING IS NOT PERMITTED DURING THE FOLLOWING CONDITIONS, UNLESS OTHERWISE APPROVED IN WRITING: PROPOSED = (6) 3 GAL. & (18) 1 GAL. PROPOSED = (9) 3 GAL. & (25) 1 GAL. 13. INSTALLATION CONTRACTOR SHALL MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS FOR A PERIOD OF ONE YEAR (365 DAYS) UNLESS A. COLD WEATHER: LESS THAN 32 DEGREES FAHRENHEIT OTHERWISE DIRECTED BY THE OWNER, THE LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER INSTALLATION AND WRITTEN B. HOT WEATHER: GREATER THAN 90 DEGREES FAHRENHEIT NOTIFICATION TO THE OWNER AND LANDSCAPE ARCHITECT. C. WET WEATHER: SATURATED SOIL GROUNDCOVER: GROUNDCOVER: D. WINDY WEATHER: WIND VELOCITIES GREATER THAN 20 M.P.H. REQUIRED: 50% SHRUB / 50% GRASS -LIKE PLANTS REQUIRED: 50% SHRUB / 50% GRASS -LIKE PLANTS PROPOSED: 50 / SHRUB / . 50 % GRASS-LIKE PLANTS PROPOSED: 50% SHRUB / 50% GRASS -LIKE PLANTS L_ F- PROPOSED FLOOR PLAN - 4,023 SF I SCALE: 114" = 1 ` -O" 1 1 3142 PROSPECT AVENUE CLEVELAND, OH 44115 - 2612 T 216. 588. 0800 866. 787. 7021 F 216. 588. 0801 E vocon@vocon.com WORKLEY Architects, Inc D181A vocon. architecture PROFESSIONAL SEAL: I hereby certify that this drawing, plan, specification, or report was prepared by me or under my direct supervision and that I am a duly registered Architect (or Engineer, respectively) under the laws of the State of which govern this project. WARNING: per LAW No person may alter these documents unless person is, "or under the direct supervision of " the Date: licensed architect (or Engineer, respectively). [including all copyrights] Registration No: PROPOSED NEW CONSTRUCTION FOR: OMR, Ke y Bank 1625 Mohawk Blvd. Springfield, OR 97477 r---,KEY PLANaD U SCALE: N.T.S. APPROVAL: No. I Date I Description CD, REVISIONS: No. I Date I Description 0 RM 7,21 - 04MININIOLVABIrAITAIN TOP • 10-011 TOP • MOHAWK BLVD. 1 0 ELEVATION SCALE: 1/8" = l'-O" IJ& 19'-611 TOP OF 171-6" TOP OF 14'-6- - TOP OF 10-01, TOP OF -0 01-0" FINISH_ OLYMPIC STREET 2 ELEVATION SCALE: 1/8" = 1'4' not TOP _0F E WR_ T T T_0_W_ER' 17'-61' V TOP OF MAIN BUILDING 14!-6 TOP OF CANOPY WALL 10-011 TOP OF AWNING 0'-0. W FINISH FLOOR--:' cc) ID G 18TH STREET 3 ELEVATION SCALE: 1/8" =1' -0" 19f-611 OPOTFFN—PTYTOVVPP ---_ IT-611 TOP OF MAIN BUILD11' /Jh 14'-6" TOP _0F_ CANOPY WA1 10-01, TOP OF AWNING 0'-0- FINISH FLOOR rld"Im MATERIAL LEGEND SYMBOL NAME/ COLOR EIFS SAND FINISH; COLOR TO BE KHAKI METAL CANOPIES METAL CANOPY SYSTEM - COLOR; RED ALUMINUM STOREFRONT WINDOW & DOOR SYSTEM KAWNEER OR EQUAL 4-1/2" x 2" ALUMINUM CENTER I" GLAZING SYSTEM. COLOR "CLEAR ANODIZED ALUM ". METAL CANOPY - DRIVE-UP DRIVE-UP METAL CANOPY SYSTEM BY MANUF. COLOR TO BE RED. SYMBOL STRUCTURAL GLASS ENTRY SYSTEM DOOR PAIR W/FULL HEIGHT MULLION: CSF-300; COLOR TO BE CLEAR. 1 METAL PANEL SYSTEM NORTHCLAD OR EQUAL; STYLE IS TO BE ACM; COLOR TO BE RED. WOOD COMPOSITE 44115 - 2612 TREX OR EQUAL MATERIAL; STYLE TO BE TREX TRANSCEND - COLOR TO BE TREEHOUSE METAL CANOPIES METAL CANOPY SYSTEM - COLOR; RED ALUMINUM STOREFRONT WINDOW & DOOR SYSTEM KAWNEER OR EQUAL 4-1/2" x 2" ALUMINUM CENTER I" GLAZING SYSTEM. COLOR "CLEAR ANODIZED ALUM ". METAL CANOPY - DRIVE-UP DRIVE-UP METAL CANOPY SYSTEM BY MANUF. COLOR TO BE RED. SYMBOL NAME/ COLOR W 1WVW1WE Ev 1 3142 PROSPECT AVENUE CLEVELAND, OH PIPE BOLLARD 44115 - 2612 EYBANK BRANDED BOLLARD COVER T 216. 588. 0800 866. 787. 7021 F 216. 588. 0801 PREFINSHED METAL COPING E vocon@vocon.com FIRESTONE PREFINISHED METAL COPING WITH W O R K L E Y Architects, Inc CONTINUOUS CLEAT AND PRE-FAB SOLDERED & I)181A MITERED CORNERS & END RETURNS. COLOR TO MATCH BUILDING COLOR. vocon. architecture PROFESSIONAL SEAL: I hereby certify that this drawing, plan, specification, or report was prepared by me or under my direct supervision and that I am a duly registered Architect (or Engineer, respectively) under the laws of the State of which govern this project. WARNING: per LAW No person may alter these documents unless person is, "or under the direct supervision of " the Date: licensed architect (or Engineer, respectively), [including all copyrights] Registration No: PROPOSED NEW CONSTRUCTION FOR: < wo Ke Y Bank 1625 Mohawk Blvd. Springfield, OR 97477 /---\KEY PLANaU 1,, SCALE: N.T.S. APPROVAL: No. I Date I Description CD, REVISIONS: No. I Date I Description DRAWN BY: SDW CHECKED BY: SDW JOB NUMBER: 120487.00 DRAWING PHASE: SCHEMATIC DESIGN SHEET TITLE: EXTERIOR ELEVATIONS MARCH 4, 2013 M M 1:44 a N1 R107, 1 -.19 mlul& Qn 1q" 2 FIXTURE "Ali' DETAIL EO.1 SCALE: NONE NOTE: FIXTURE SHALL BE DARK BRONZE IN COLOR. MOUNTING HEIGHT TYPICAL OF FIXTURES: 'A1 ", 'A201 'B20. L~ O U O Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF Description -Q 3 Al SINGLE 20000 0.800 KSE2 250M R3 (PROBE) g 3.36 1 A2 2 @ 90 DEGREES 20000 0.800 KSE2 250M R3 (PROBE) Q 6 CR 1 SINGLE N.A. 0.900 CRS -SC- LED- 64- SS -CW -UE (D 7 LD5 SINGLE N.A. 0,900 C4L10DW30KCCL -P Calculation Summary Label CalcType Units Avg Max Min Avg /Min Max /Min canopy Illuminance Fc 30.42 45.3 13.5 2.25 3.36 Parking Lot Illuminance Fc 4,28 17,8 0.3 14,27 59.33 60' RADIUS OF ATM (1.0 fC WITHIN 601) 30' RADIUS OF ATM (2.0 fC WITHIN 301) 5' RADIUS OF ATM (10.0 fC WITHIN 5') +2 8 5 7 + + + + + + + IF- + . 2 +3.0 ` +2 . - + 1.0 1.9 +2.0 1,1 A2 4---T + + +8. '6. + + + + + + +9.6 5.3 +3.9 1 1.6 +3.7 +2.9 1.2 2.8 5.5 1 1 2.6 2,1 1,7 1.7 2.6 4,9 9.6 7, + + + + 7 4.9 4.4 3.8 +2.7 2.7 +2.4 5,1 11.9 + 7 3.1 2.5 2.2 2. + + + + + 3.6 6.7 ?.3 5.3 7. 2.3 2.7 6.9 3.4 1.2 Al + + + + + + 1 5 1.0 11.0 5 . 8 +3.4 +2.5 +2.-4 +5.2 +6.8 +3.7 +3.4 +3.6 +4.7 .4 +6.1 +8.8 + . 2 1.7 1.4 2.7 6.1 4.8 , A2 A2 2,2 3. + 9 6.0 4. 5.3 .1 .4 4.9 4. 2.6 2.2 +21 3. 4.5 4 8 5.8 1 7.0 9.0 13. +.2 7.7 4.3 2.7 V/1 NO LD5 _. + + + + ++ + + + + + + + + + + + + + .2 2. 3.4 3. 6.1 3.4 +3.8 .? 3.8 2.2 {22.4 *2 6 23 .7.7 ;3 0.0 Z.5 2 .7 +2 3.315.2 C CR CR 5 +.3 .1 4 $ 3.7 5.0 +. . ,4 'J+3 M359 9.3112.1 3. 37 32.3 +1s. + + + + + 4.8 4,4 3.1 1. .7 I, 3 ;39 4 1.8 45.9 8. 39 7 34 110. 41 4 + ®C CR CR . 5 1 2.1 +6.4 4.6 4.1 4 . + . 9 .9 PROPOSED N1 3Q:7 ;35 5 s.91. . +3 32.3 8. 4.0 +3.0 5 +3.6 +2.0 41023 S . Q 5 6 ; i.8 4. + + 0.83 C. + + 0.7 1,3 2,6 .9 6.5 5.3 4,5 3.9 .2 1 9.9 3,3 1 3 12.1 6.6 3.7 2.6 4 4.4 2. 1.1 1.8 +3.2 +6 . 5 + . 9 10.6 7.9 5.4 .2 +3.7 . -4-'' .4 +5.7 +6.2 5.0 3.5 +3.4 +6. 4.8 +2.1 A2 L 5 t + + + +4 + + + + + + + + + 0.9 1.7 6 1 $.5 7.1 6.6 ,5 2 3.0 1.9 .3 4. 7.4 9.7 6.4 6.8 6. 2 1.5 ®LD5 O LD5 D5 9LD5 A2 +0.5 +5.7 + + + + +1.8 + + + + + + + 2 + ,1 1,1 Q.5 1.1 .3 5.? 6.2 4.0 2.9 2.3 .4 1.$ 2.3 10.6 11,0 14. 10.1 3.9 3.4 3.2 .$ ,0 5 7,9 9. , 7 4. 0.4 1.1 4.2 .3.4 4.7 3.4 .5 2.6 4.$ 4.8 3 1 205 3:0 4.5 2,8 2,$ 4,7 7 7 ,1 2,2 1.0 Al .4 2.1 4.0 6.1 .7 5.1 5.1 2.9 2 2 3.6 5.1 4.6 3.9 6.6 4.9 2.9 2.5 3. .4 2.2 1.4 1.0 Al + 3 +0 7 1 4 1 8 1 4 1 3 1 4 +2 4` +3 9 +3 0 +2 2 +2 4 +3 0 +2 4 1 3 1 4 1 4 +2 5 +2 6 +2 2 +3 3 5 1 9 1 2 +0.8 +0.6 OLYMPIC STREET 1 PHOTOMETRICS SITE PLAN E0.1 SCALE: 1/16' =1' -0' GENERAL SHEET DOTES 1, ALL SITE LIGHTING WIRING SHALL BE 3 #12, 1 #12G IN 3/4° PVC CONDUIT, INSTALL AT 24" BELOW GRADE 2. EC SHALL REVIEW SIGNAGE PACKAGE (BESCO SERIES) DRAWINGS /FOR ADDITIONAL INFORMATION AND COORDINATION. 0 0 0 1 1 3142 PROSPECT AVENUE CLEVELAND, OH 44115 - 2612 T 216. 588. 0800 866. 787 .7021 F 216. 588.0801 E vocon @vocon.com WORKLEY Architects, Inc D /B /A vocon. architecture PROFESSIONAL SEAL: I hereby cariity that this drawing, plan, specification, ication, or report was prepared by me or under my direct supervision and that 1 am a duly registered Architect (or Engineer, respectively) under the laws of the State of which govem this project. WARNING: per LAW No person may alter these documents unless person Is, "or under the direct supervision of " the Date: licensed architect (or Engineer, respectively [including all copyrights] Registration No: PROPOSED NEW CONSTRUCTION FOR: 4>w. KeyBank 1625 Mohawk Blvd. Springfield, OR 87477 KEY PLAN SCALE: N.T.S. APPROVAL: No. I Date I Description CD, REVISIONS: No. I Date I Description DRAWN BY: CHECKED BY: JOB NUMBER: 120487.00 DRAWING PHASE: SHEET TITLE: SHELL PHO TOMETRI CS SITE PLAN SHEET NUMBER: