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HomeMy WebLinkAboutPlan, Tentative APPLICANT 2/19/2013T S7' S S!T ` Z N sT BONNIE LN MARCOLA RD - llilTW OL YMPIC ST 0 rkne i , COVER SHEET SUBJECT ` 1111111111IM-Imm z PROPERTY GRADING & ESC PLAN 5415 SW WESTGATE DRIVE, SUITE 100 PORTLAND, OREGON I I I I I Vfi:J Milk N 1111111110i M11 EXTERIOR ELEVATIONS dt'  PRE-SUBMEAL REC''d co FAX: (503) 419 -2600 SHELL iz a0 PHOTOMETRICS i SCOTT RD o SITE t cry- pa PLAN M ST o,4't L ST oQ J ST MARCOLA RD - llilTW OL YMPIC ST 1625 MOHAWK BLVD SPRINGFIELD, OREGON 97477 DEVELOPMENT DESIGN,_ INDEX OF SHEETS _j 0 rkne i , COVER SHEET i EXISTING CONDITIONS 1111111111IM-Imm z th 1.00- 332.2344 GRADING & ESC PLAN 5415 SW WESTGATE DRIVE, SUITE 100 PORTLAND, OREGON I I I I I Vfi:J Milk N 1111111110i M11 EXTERIOR ELEVATIONS dt'  PRE-SUBMEAL REC''d U FAX: (503) 419 -2600 SHELL iz CENTENNIAL BLVD PHOTOMETRICS i o SITE t cry- pa 1625 MOHAWK BLVD SPRINGFIELD, OREGON 97477 DEVELOPMENT DESIGN,_ INDEX OF SHEETS _j 0 rkne i , COVER SHEET i EXISTING CONDITIONS 1111111111IM-Imm I I Q:j 01MA, LIN th 1.00- 332.2344 GRADING & ESC PLAN 5415 SW WESTGATE DRIVE, SUITE 100 PORTLAND, OREGON I I I I I Vfi:J Milk LANDSCAPE 1 PLAN 1111111110i M11 EXTERIOR ELEVATIONS dt'  PRE-SUBMEAL REC''d FAX: (503) 419 -2600 FAX: (503) 419 -2600 SHELL FEB 19 2013 8,U p R E PHOTOMETRICS SITE t cry- pa PLAN OWNER VISCONSI COMPANIES ATTN: JEFF COSSEL 30050 CHAGRIN BLVD, SUITE 360 PEPPER PIKE, OHIO 44124 PHONE: (216) -464 -5550 SITE INFORMATION LOCATED ON THE NORTHEAST CORNER OF MOHAWAK BOULEVARD AND OLYMPIC STREET AND NORTHWEST CORNER OF OLYMPIC STREET AND 18TH STREET. LOCATED IN THE SW j OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN, CITY OF SPRINGFIELD, LANE COUNTY, OREGON PLANNING ARCHITECT CARDNO VOCON ATTN: MICHAEL CERBONE ATTN: SCOTT WALLENHORST 5415 SW WESTGATE DRIVE, SUITE 100 3142 PROSPECT AVE. PORTLAND, OREGON CLEVELAND OH, 44113 PHONE: (503) 419 -2500 PHONE: (216)- 588 -0800 FAX: (503) 419 -2600 BASIS OF BEARINGS BASIS OF BEARING WAS DERIVED FROM FOUND AND HELD MONUMENTS PER C.S. FILE N0.26289 AS NORTH 0 003'00 "EAST, AS SHOWN HEREON. CIVIL ENGINEER CARDNO ATTN: JEFF SHOEMAKER 5415 SW WESTGATE DRIVE, SUITE 100 PORTLAND, OREGON PHONE: (503) 419 -2500 FAX: (503) 419 -2600 SURVEYOR SCALE: NTS VERTICAL DATUM ELEVATION DATUM: CITY OF SPRINGFIELD BM #214 BENCHMARK: BRASS DISC IN TOP OF CURB LOCATION: NW CORNER OF 18TH STREET AND OLYMPIC ELEVATION: 464.65 FEET PROFESSIONAL SEAL: I hereby certify that this  p R OFt- drawing, plan, ,ii C , specification, or report 1 N E was prepared by me or  under my direct Q 5 supervision and that 1 a a duly registered Architect (or Engineer, respectively) under the laws of the State of which . G O r govern this project. ` { ` Ile tc, WARNING: per LAW No ,l` SFRr'S' person may alter these y O documents unless person R. Is, 'or under the direct supervision of " the licensed architect (or EXPIRES: 06130/2014 Engineer, respectively). [including ail copyrights! Registration No: 80059PE PROPOSED NEW CONSTRUCTION FOR: KeyBank 1625 Mohawk Blvd. Springfield, OR 97477 KEY PLAN  SCALE: N.T.S. APPROVAL: No. I Date Descriotion CD, REVISIONS: No. Date Description DRAWN BY: KDD LCHECKED BY: JRS ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. UMBER: 120487.00 THOSE RULES ARE SET FORTH IN OAR 952 -001 -0010 THROUGH OAR 952 -001 -0090. YOU MAY OBTAIN COPIES OF THE RULES LANDSCAPE ENGINEER GEOTECHNICAL ENGINEER OREGON UTILITY SHEET , , " sn CARDNO CARDNO PROFESSIONAL SERVICE INDUSTRIES NOTIFICATION CENTER ATTN: ERIC LYNCH ATTN: PAT GAYNOR ATTN: BRITfON GENTRY th 1.00- 332.2344 5415 SW WESTGATE DRIVE, SUITE 100 PORTLAND, OREGON 5415 SW WESTGATE DRIVE, SUITE 100 PORTLAND, OREGON 6032 N CUTTER CIRCLE SUITE 480 PORTLAND, OREGON 97217 PHONE: (503) 419 -2500 PHONE: (503) 419 -2500 PHONE: (503) 289 -1778 dt'  PRE-SUBMEAL REC''d FAX: (503) 419 -2600 FAX: (503) 419 -2600 PAX: (503) 289 -1918 FEB 19 2013 8,U p R E ire S W b mLtbd t cry- pa of elm I 4 v& 71.5 43.81' - - - - - - - - - - E A-- --- -- --- . 4. - - -.- - . f . . .- .. . 4 4 4' -0: 4 '4 . -':& . 4 4 A 4- O -------- ------------- 4 il I --* - . . .4. A4 TAX LOT #6800 STORM DRAIN TABLE.- O 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)=458.18' I.E. 12" CONC. OUT (NE)=458.161 O STORM DRAIN MANHOLE RIM EL.=464.21' I.E. 12- CONC. (SW)=458.75' I.E. 12- CONC. OUT (NW)=458-54' 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' STORM DRAIN MANHOLE RIM El-.=464.44' I.E. 8" CONC. (SE)=461.68' I.E. 12" CONC. OUT (NE)=461.461 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)=459.171 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' O 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)=461.08' 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' 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)=460.791 SUMP=459.79' CATCH BASIN RIM EL.=464.01' I.E. 12" CONC (N)=460.761F 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' 4. -4 4 .1 . A . A' 'A. Wj*WfA AV 41MMJ AjTj'LTjNf SANITARY SEWER MANHOLE RIM EL.=470.32' I.E. 8" CONC. (S)=455.40- I.E. 8" CONC. (W)=455.19' I.E. 8" CONC. OUT (E)=455.171 SANITARY SEWER MANHOLE RIM EL.=465.13' I.E. 8" CONC. (S)=458.88' I.E. 8" CONC. OUT (N)=458.78' SANITARY SEWER MANHOLE RIM EL.=465.21' I.E. 8" CONC. (S)=461.74' I.E. 8" CONC. OUT (N)=461.73' SANITARY SEWER MANHOLE RIM EL.=464.38' I.E. 6" CONC. (SE)=459.77' I.E. 8" CONC. (SW)=458.99' I.E. 8" CONC. OUT (NE)=458.960 TAX LOT #6704 SANITARY SEWER MANHOLE RIM EL.=463.49' I.E. 8" CONC. (SW)=458.20' I.E. 8" CONC. OUT (NE)=458.18' SANITARY SEWER MANHOLE RIM EL.=464.52' I.E. 8" CONC. (SW)=457.23' I.E. 8- CONC. OUT (NW)=457.03' SANITARY SEWER MANHOLE RIM EL.=464.88' I.E. 8"CONC (W)=456.78' I.E. 8"CONC (SW)=456.78' I.E. 8" CONC (SE)=456.74' I.E. 8- CONC. OUT (NE)=456.721 60.09 43.711 4. A T ST BONNIE LN 3142 PROSPECT AVENUE 1 4- CLEVELAND, OH 44115 - 2612 4-- vocon S ST MARCOLA RD A 216.588.0800 866.787.7021 A F 216.588.0801 N E vocon@vocon.com 4' T S .0 s WOkKLEY Architects, Inc A 1-205 (HWY126) D/B/A SUBJECT vocon, architecture 1. 4 4 I PROPERTY OL YMPIC ST AT 4 Shaping the Future PORTLAND SCOTT RD 5415 SW MSTCAM DR STE 100, PORTLAND, OR 97221 TEL: (503) 419 - 2500 FAX (503)419 -2800 =20=0 A4 ST Aa L ST 00 41. V.- CEN 7ENNIA L BL VD Q, a y J ST I ST, 4 4  ffl,0% I A I 1 -9-% f A A A r-% ELECTRICAL VAULT oKEY PLAN LE: N.T.S. ER ELECTRIC JUNCTION BOX TRANSFORMER APPROVAL: .4 E- GUY WIRE No. Date Description UTILITY POLE TAX LOT #7100 SIGNAL POLE SIGNAL T- POLE WITH STREET LIGHT I TRAFFIC SIGNAL JUNCTION BOX CD, REVISIONS: TELEPHONE RISER No. Date Description OSTP - UNKNOWN STAND PIPE CPO - UNKNOWN CLEANOUT CPO - BOLLARD G P 0 - GATE POST n - SIGN POST 0 - DECIDUOUS TREE - DRAINAGE FLOW ARROW SCA L E.- 20 FEET ---- DRAWN BY: KDD 20 10 0 20 CHECKED BY. JRS JOB NUMBER: 120487.00 DRAWING ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES PHASE: DEVELOPMENT DESIGN ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH SHEET TITLE: OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER EXISTING FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). CONDITIONS A= L I El A i. A rr 4 A d 4 A A elm I 4 v& 71.5 43.81' - - - - - - - - - - E A-- --- -- --- . 4. - - -.- - . f . . .- .. . 4 4 4' -0: 4 '4 . -':& . 4 4 A 4- O -------- ------------- 4 il I --* - . . .4. A4 TAX LOT #6800 STORM DRAIN TABLE.- O 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)=458.18' I.E. 12" CONC. OUT (NE)=458.161 O STORM DRAIN MANHOLE RIM EL.=464.21' I.E. 12- CONC. (SW)=458.75' I.E. 12- CONC. OUT (NW)=458-54' 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' STORM DRAIN MANHOLE RIM El-.=464.44' I.E. 8" CONC. (SE)=461.68' I.E. 12" CONC. OUT (NE)=461.461 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)=459.171 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' O 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)=461.08' 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' 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)=460.791 SUMP=459.79' CATCH BASIN RIM EL.=464.01' I.E. 12" CONC (N)=460.761F 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' 4. -4 4 .1 . A . A' 'A. Wj*WfA AV 41MMJ AjTj'LTjNf SANITARY SEWER MANHOLE RIM EL.=470.32' I.E. 8" CONC. (S)=455.40- I.E. 8" CONC. (W)=455.19' I.E. 8" CONC. OUT (E)=455.171 SANITARY SEWER MANHOLE RIM EL.=465.13' I.E. 8" CONC. (S)=458.88' I.E. 8" CONC. OUT (N)=458.78' SANITARY SEWER MANHOLE RIM EL.=465.21' I.E. 8" CONC. (S)=461.74' I.E. 8" CONC. OUT (N)=461.73' SANITARY SEWER MANHOLE RIM EL.=464.38' I.E. 6" CONC. (SE)=459.77' I.E. 8" CONC. (SW)=458.99' I.E. 8" CONC. OUT (NE)=458.960 TAX LOT #6704 SANITARY SEWER MANHOLE RIM EL.=463.49' I.E. 8" CONC. (SW)=458.20' I.E. 8" CONC. OUT (NE)=458.18' SANITARY SEWER MANHOLE RIM EL.=464.52' I.E. 8" CONC. (SW)=457.23' I.E. 8- CONC. OUT (NW)=457.03' SANITARY SEWER MANHOLE RIM EL.=464.88' I.E. 8"CONC (W)=456.78' I.E. 8"CONC (SW)=456.78' I.E. 8" CONC (SE)=456.74' I.E. 8- CONC. OUT (NE)=456.721 60.09 43.711 4. A T ST BONNIE LN 3142 PROSPECT AVENUE 1 4- CLEVELAND, OH 44115 - 2612 4-- vocon S ST MARCOLA RD A 216.588.0800 866.787.7021 A F 216.588.0801 N E vocon@vocon.com 4' T S .0 s WOkKLEY Architects, Inc A 1-205 (HWY126) D/B/A SUBJECT vocon, architecture 1. 4 4 I PROPERTY OL YMPIC ST AT 4 Shaping the Future PORTLAND SCOTT RD 5415 SW MSTCAM DR STE 100, PORTLAND, OR 97221 TEL: (503) 419 - 2500 FAX (503)419 -2800 =20=0 A4 ST Aa L ST 00 41. V.- CEN 7ENNIA L BL VD Q, a y J ST I ST, 4 4  ffl,0% I A I 1 -9-% f A A A r-% ELECTRICAL VAULT oKEY PLAN LE: N.T.S. ER ELECTRIC JUNCTION BOX TRANSFORMER APPROVAL: .4 E- GUY WIRE No. Date Description UTILITY POLE TAX LOT #7100 SIGNAL POLE SIGNAL T- POLE WITH STREET LIGHT I TRAFFIC SIGNAL JUNCTION BOX CD, REVISIONS: TELEPHONE RISER No. Date Description OSTP - UNKNOWN STAND PIPE CPO - UNKNOWN CLEANOUT CPO - BOLLARD G P 0 - GATE POST n - SIGN POST 0 - DECIDUOUS TREE - DRAINAGE FLOW ARROW SCA L E.- 20 FEET ---- DRAWN BY: KDD 20 10 0 20 CHECKED BY. JRS JOB NUMBER: 120487.00 DRAWING ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES PHASE: DEVELOPMENT DESIGN ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH SHEET TITLE: OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER EXISTING FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). CONDITIONS A= L I z 4' /. 1A. 4,: 4 .4- 37 ASPHALT CONCRETE PAVEMENT* 80 COMPACTED 1-112"-0 AGGREGATE BASE I ROCK LIGHT TRAFFIC ASPHALT PAVEMENT SECTION 0 0 A A A 'd 0 L SEE GEOTECHNICAL REPORT FOR PAVEMENT, AGGREGATE BASE, COMPACTION, ETC. REQUIREMENTS. mmmm LEGEND W low 3142 PROSPECT AVENUE CLEVELAND, OH EXISTING BOUNDARY LINE PROPOSED CURB LINE 44115 - 2612 EXISTING RIGHT OF WAY LINE - PROPOSED STORMWATER FACILITY EXISTING LOT LINE - PROPOSED STRIPING T 216.588.0800 EXISTING CURB LINE a a4 - PROPOSED CONCRETE SURFACE 866.787.7021 F 216.588.0801 4 BUILDING FACE - PROPOSED RIP RAP E vocon@vocon.com - EXISTING CONCRETE SURFACE - PROPOSED ADA ROUTING - GAS METER - PROPOSED SAWCUT WOkKLEY Atcbitects, Inc - PROPOSED BREAKLINE D/B/A SSC 0 SANITARY SEWER CLEANOUT PROPOSED LIGHT ASPHALT SANITARY SEWER MANHOLE vocon, 4 architecture CATCH BASIN PROPOSED HEAVY ASPHALT CATCH BASIN - TRAPPED TYPE @ - STORM DRAIN MANHOLE Arm __mr, -6 - FIRE HYDRANT Shaping the Future 03 - WATER METER BOX PORTLAND '41 E) - WATER VALVE 5415 SW WESTGATE DR STE 100, PORTLAND, OR 97221 TEL: (5M)419-M FAX(5W)419-2n - STREET LIGHT JUNCTION BOX WMmm. cm EED3 - SHOEBOX LIGHT (SINGLE) - ELECTRIC METER _0_ - UTILITY POLE - SIGNAL POLE - SIGNAL POLE WITH STREET LIGHT - TRAFFIC SIGNAL JUNCTION BOX - TELEPHONE RISER BO 0 - BOLLARD GP 0 - GATE POST - SIGN POST - DECIDUOUS TREE A PROFESSIONAL SEAL: I hereby certify that this PRO drawing, plan, 0 specification, or report E 4' was prepared by me or under my direct • supervision and that I a a duly registered Architect (or Engineer, respectively) under the laws of the State of which v G govern this project WARNING: per LAW No E SITE CONSTRUCTION NOTES person may after these documents unless person R. S 4 Is, "or under the direct supervision of " the Fil PROPOSED STANDARD 6" EXPOSURE CONCRETE CURB. licensed architect (or EXPIRES: 06/30/2014 Engineer, respectively). [including all copyrights] Registration No: 80059PE F2] PROPOSED RAIN GARDEN. REFER TO GRADING AND UTILITY PLAN FOR MORE INFORMATION. PROPOSED NEW A- F 3 PROPOSED CONCRETE SIDEWALK OR CROSSWALK. CONSTRUCTION FOR: 41 F 4 PROPOSED LIGHT ASPHALT SECTION. SEE LIGHT ASPHALT SECTION BELOW. F61 PROPOSED HEAVY ASPHALT SECTION. SEE HEAVY ASPHALT SECTION BELOW. omm. 61 PROPOSED BUILDING AND CANOPY. F 4. KeyBank M PROPOSED ADA PARKING AREA. F 81 PROPOSED GARBAGE ENCLOSURE WITH 6' SCREENING FENCE/WALL AND LIGHT CONCRETE SECTION. 1625 Mohawk Blvd. Springfield, OR 97477 4. PROPOSED LANDSCAPE AREA, SEE LANDSCAPE PLANS FOR MORE INFORMATION. R9 io PROPOSED BIKE PARKING, 11-11 PROPOSED DRIVEWAY APRON CURBSIDE SIDEWALK (STANDARD). [12] PROPOSED LIGHT CONCRETE SECTION. SEE LIGHT CONCRETE SECTION BELOW. R13 PROPOSED TRANSFORMER CONCRETE PAD. R14 PROPOSED WHITE PARKING AND LANE STRIPING. FPROPOSED ADA WINGED RAMP OR INLINE RAMP WITH TACTILE WARNING. 151 R16 PROPOSED CONCRETE CROSSWALK WITH HEAVY CONCRETE SECTION. R17 PROPOSED DRIVEWAY APRON CURBSIDE SIDEWALK (FULL DEPRESSED). oKEY PLAN + SCALE: N.T.S. APPROVAL: No. Date Description 4 CD, REVISIONS: 00 No. Date Description 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: 1 STALL TOTAL PARKING STALLS: 23 STALLS BIKE PARKING SUMMARY REGULAR BIKE RACKS: I L 4 4. 4 -4- A 4, (464.29) 14 4• (464.28) (TC:464.24) BC:463.74 TC:463.61 ,44 4' BC:463.61 TC:463.64 BC:463.64 TC:463.65 BC:463.65 (TC:463.88) 4 BC•463.39 10, 4 R462.95 CC463.63 4 CC46 A RAIN GARDEN 'BOTTOM ELEV: 411, 462.451 CC463.59 (463.90) (464.62) TC:465. 12 BC:464.62 S464.96- ,6 4 4 TC:464.98 BC:464.48 < S464.92. S464.92 CNI k S464.92 S465.15,,, M. 9 MA r$ ME= WE ma-MIE < S465.15 -.S465.63 I S465.65 1.3% 15% S465.15 ADA GRADING BLOW-UP AREA 1  n 1 4 I 4 J7 4 V0 LEGEND SANITARY SEWER MANHOLE 285 - PROPOSED MAJOR CONTOUR CATCH BASIN 0 - PROPOSED SANITARY CLEANOUT Shaping the Future CATCH BASIN - TRAPPED TYPE - PROPOSED SANITARY CATCHBASIN PORTLAND R STE 100, PORTLAND, OP. 97M \\_TC.465.00 TOP OF CURB AND BOTTOM OF CURB TEL:(5W)419-2_500 FAX(5M)419-M - FIRE HYDRANT BC:464.50 SPOT SHOT IE - WATER METER BOX (465 - EXISTING SPOT SHOT - WATER VALVE SA65.38 - PROPOSED SPOT SHOT - STREET LIGHT JUNCTION BOX C CA65.38 - PROPOSED CURB CUT - SHOEBOX LIGHT (SINGLE) 93 - ELECTRIC METER F F:465.80 - PROPOSED FINISHED FLOOR 2.0% - SLOPE - UTILITY POLE - - SIGNAL POLE x PROPOSED SEDIMENT FENCE - SIGNAL POLE WITH STREETLIGHT - PROPOSED STRAW WADDLE - TRAFFIC SIGNAL JUNCTION BOX - PROPOSED BIO BAG - TELEPHONE RISER - PROPOSED CONCRETE WASHOUT BO 0 - BOLLARD GP PROFESSIONAL SEAL: 0 - GATE POST - PROPOSED INLET PROTECTION I hereby certify that this 0 - SIGN POST drawing, plan, S specification, or report I N PROPOSED CONSTRUCTION ENTRANCE was prepared by me or 0 - DECIDUOUS TREE - under my direct 5 supervision and that I a a duly registered Architect (or Engineer, respectively) under the laws of the State of which G C> ,fi govern this project. GRADING AND EROSION CONTROL NOTES WARNING: perLAWNo A, person may after these documents unless person R. S© Is, *or under the direct PROPOSED SEDIMENT PROTECTION ON ALL EXISTING INLETS AND PROPOSED INLETS. supervision of" the 0 licensed architect (or EXPIRES: 06/30/2014 Engineer, respectively). PROPOSED SEDIMENT FENCE. [including all copyrights] Registration No: 80059PE PARKING SPACES IN A.D.A. ACCESSIBLE AREAS SHALL BE GRADED AT 2% MAX IN ALL PROPOSED NEW DIRECTIONS. CONSTRUCTION FOR: ALL GRADES TO MATCH INTO EXISTING GRADES ON NEIGHBORING PROPERTIES. E) PROPOSED STRAW WADDLE. PROPOSED BIOBAG SEDIMENT PROTECTION FOR CURB CUTS. STORMWATER FACILITY/RAIN GARDEN. KeyBank PROPOSED CONCRETE TRUCK WASHOUT. 1625 Mohawk Blvd. PROPOSED GRAVEL CONSTRUCTION ENTRANCE. Springfield, OR 97477 KEY PLAN SCALE: N.T.S. APPROVAL: No. I Date Description CD, REVISIONS: No. Date I Description DRAWN BY: KDD CHECKED BY: JRS JOB NUMBER: 120487.00 DRAWING PHASE: DEVELOPMENT DESIGN SHEET TITLE: I E SHEET NUMBER I 3142 PROSPECT AVENUE - EXISTING BOUNDARY LINE PROPOSED CURB LINE CLEVELAND, OH 44115 - 2612 - EXISTING RIGHT OF WAY LINE PROPOSED STORMWATER FACILITY - EXISTING LOT LINE PROPOSED STRIPING T 216.588.0800 - EXISTING CURB LINE PROPOSED CONCRETE SURFACE 866.787.7021 - BUILDING FACE PROPOSED SAWCUT LINE F 216.588.0801 E vocon@vocon.com ------------ 286 ------------ - PROPOSED MINOR CONTOUR El - PROPOSED STORM CATCHBASIN -- - - - - 285------ - PROPOSED MAJOR CONTOUR 0 - PROPOSED STORM MANHOLE WOkKLEY ArcbitCCt5, I n C 41 - EXISTING CONCRETE SURFACE sm - PROPOSED RIP RAP V/B/A - PROPOSED SANITARY LINE vocon. architecture - GAS METER — - PROPOSED BREAK LINE cpsc - SANITARY SEWER CLEANOUT - PROPOSED MINOR CONTOUR 286 SANITARY SEWER MANHOLE 285 - PROPOSED MAJOR CONTOUR CATCH BASIN 0 - PROPOSED SANITARY CLEANOUT Shaping the Future CATCH BASIN - TRAPPED TYPE - PROPOSED SANITARY CATCHBASIN PORTLAND R STE 100, PORTLAND, OP. 97M \\_TC.465.00 TOP OF CURB AND BOTTOM OF CURB TEL:(5W)419-2_500 FAX(5M)419-M - FIRE HYDRANT BC:464.50 SPOT SHOT IE - WATER METER BOX (465 - EXISTING SPOT SHOT - WATER VALVE SA65.38 - PROPOSED SPOT SHOT - STREET LIGHT JUNCTION BOX C CA65.38 - PROPOSED CURB CUT - SHOEBOX LIGHT (SINGLE) 93 - ELECTRIC METER F F:465.80 - PROPOSED FINISHED FLOOR 2.0% - SLOPE - UTILITY POLE - - SIGNAL POLE x PROPOSED SEDIMENT FENCE - SIGNAL POLE WITH STREETLIGHT - PROPOSED STRAW WADDLE - TRAFFIC SIGNAL JUNCTION BOX - PROPOSED BIO BAG - TELEPHONE RISER - PROPOSED CONCRETE WASHOUT BO 0 - BOLLARD GP PROFESSIONAL SEAL: 0 - GATE POST - PROPOSED INLET PROTECTION I hereby certify that this 0 - SIGN POST drawing, plan, S specification, or report I N PROPOSED CONSTRUCTION ENTRANCE was prepared by me or 0 - DECIDUOUS TREE - under my direct 5 supervision and that I a a duly registered Architect (or Engineer, respectively) under the laws of the State of which G C> ,fi govern this project. GRADING AND EROSION CONTROL NOTES WARNING: perLAWNo A, person may after these documents unless person R. S© Is, *or under the direct PROPOSED SEDIMENT PROTECTION ON ALL EXISTING INLETS AND PROPOSED INLETS. supervision of" the 0 licensed architect (or EXPIRES: 06/30/2014 Engineer, respectively). PROPOSED SEDIMENT FENCE. [including all copyrights] Registration No: 80059PE PARKING SPACES IN A.D.A. ACCESSIBLE AREAS SHALL BE GRADED AT 2% MAX IN ALL PROPOSED NEW DIRECTIONS. CONSTRUCTION FOR: ALL GRADES TO MATCH INTO EXISTING GRADES ON NEIGHBORING PROPERTIES. E) PROPOSED STRAW WADDLE. PROPOSED BIOBAG SEDIMENT PROTECTION FOR CURB CUTS. STORMWATER FACILITY/RAIN GARDEN. KeyBank PROPOSED CONCRETE TRUCK WASHOUT. 1625 Mohawk Blvd. PROPOSED GRAVEL CONSTRUCTION ENTRANCE. Springfield, OR 97477 KEY PLAN SCALE: N.T.S. APPROVAL: No. I Date Description CD, REVISIONS: No. Date I Description DRAWN BY: KDD CHECKED BY: JRS JOB NUMBER: 120487.00 DRAWING PHASE: DEVELOPMENT DESIGN SHEET TITLE: I E SHEET NUMBER I 1. 4 4.6LF 8 U @ 1.00% ! 4.t /,.22.2LF C8 @2 .. l 5 4 6 d, d ! @ 1.10% SSCO#2 4 1 44 " l  q I a a; / 4 4 3 q4 OLYMPIC ST. 4 SANITARY DATA TABLE STORM DATA TABLE WATER NOTES SSCB#1 SDCB#1 (1 CARTRIDGE) RIM: 464.15 RIM: 463.74 1 IE OUT {6 "S} 460.00 "W) 459.98 PROPOSED WATER CONNECTION. CONNECT TO EXISTING WATER METER. = IE OUT (8 = SSCO #1 SDCB#2 2 PROPOSED 105 LF OF 1.5" COPPER WATER LINE. RIM: 464.73 RIM: 463.67 IE IN (6 "E) = 458.96 IE OUT (8 "S) = 461.51 3 PROPOSED DOMESTIC WATER LINE BUILDING CONNECTION. IE OUT (6 "W) = 458.96 SDCO #1 4 PROPOSED IRRIGATION DOUBLE CHECK VALVE ASSEMBLY. SSCO#2 RIM: 464.41 < > RIM: 464.63 IE IN (8 "W) = 458,40 IE IN (6 "SE) = 457.93 IE OUT (8 "E) = 458.40 IE OUT (6 "NW) = 457.93 SDCO#2 RIM: 464.75 IE IN (8 "S) = 459.72 IE IN (8 "E) = 459.72 I E 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 La NATURAL GAS NOTES PROPOSED GAS LINE CONNECTION. CONNECT TO EXISTING GAS VALVE. PROPOSED 1.5" GAS LINE. PROPOSED NATURAL GAS LINE BUILDING CONNECTION. vo ockon LEGEND 3142 PROSPECT AVENUE - EXISTING BOUNDARY LINE - PROPOSED CURB LINE CLEVELAND, OH  44115 - 2612 -- - EXISTING RIGHT OF WAY LINE - PROPOSED STORMWATER FACILITY - EXISTING LOT LINE - PROPOSED STRIPING T 216.588.0800 - EXISTING CURB, LINE a aA - PROPOSED CONCRETE SURFACE 866.787.7021 j - BUILDING FACE F 216.588.0801 1 - PROPOSED SAWCUT LINE E - UNDERGROUND ELECTRICAL - PROPOSED STORM LINE E voCan @vocon,com - UNDERGROUND WATER LINE  - .SANITARY SEWER LINE. ® - PROPOSED STORM CATCHBASIN tN O R K L E Y Architects, I n c 0 - PROPOSED STORM MANHOLE D /B /A SD - DRAINAGE LINE  - PROPOSED RIP RAP  d. OVERHEAD WIRE - PROPOSED SANITARY LINE vocon. architecture G - UNDERGROUND GAS LINE ® - PROPOSED SANITARY CLEANOUT EXISTING CONCRETE SURFACE ® - PROPOSED SANITARY CATCHBASIN W - PROPOSED WATER LINE ,M, Val 70 ® - GAS METER G - PROPOSED GAS LINE Shaping the Future I 0 - SANITARY SEWER CLEANOUT 5415 SW WES GATE DR STE 100, PORTLAND, OR - SANITARY SEWER MANHOLE TEL: {0416 -2500 FAx(503)419-2600 - CATCH BASIN www.cardno.com - CATCH BASIN - TRAPPED TYPE I j - STORM DRAIN MANHOLE -6- - FIRE HYDRANT I G - WATER METER BOX I E) - WATER VALVE I ® - STREET LIGHT JUNCTION BOX CID - SHOEBOX LIGHT (SINGLE) - ELECTRIC METER I -- - UTILITY POLE I - SIGNAL POLE I - SIGNAL POLE WITH STREET LIGHT I l PROFESSIONAL SEAL: TRAFFIC SIGNAL JUNCTION BOX I hereby certify that this ® - TELEPHONE RISER drawing, plan,  C) specification, or report  N lNrf- 130 was BOLLARD under my dirreecty me or GP supervision and that t a 5 I ° - GATE POST duly registered - SIGN POST e(oEngineer, respecdvely)underthe laws of the State of which G C1.1 . 00 0 c - DECIDUOUS TREE govern this project. tc, WARNING: per LAW No 'mil` RE 1 person may alter these R documents unless person R , S N v Is, "or under the direct supervision of " the licensed architect v DCPIRES:06 /30/20114 SANITARY SEWER NOTES Engineer, respectiely). ding all copyrights) Registration No: 80059PE CDPROPOSED SANITARY SEWER CATCH BASIN. SEE SANITARY PROPOSED NEW DATA TABLE BELOW FOR MORE INFORMATION. CONSTRUCTION FOR: 2 PROPOSED PUBLIC SANITARY SEWER CONNECTION, IE: 457.65. CDPROPOSED 6" PVC SANITARY LINE. SEE PLAN FOR LENGTH AND a SLOPE. PROPOSED SANITARY SEWER BUILDING CONNECTION, IE: 460.60, GD PROPOSED SANITARY SEWER CLEANOUT. SEE SANITARY DATA KeyBank TABLE BELOW FOR MORE INFORMATION. 1625 Mohawk Blvd. Springfield, OR 97477 STORM NOTES PROPOSED RAIN GARDEN A. FACILITY SURFACE AREA 486 SF, PLANTER BOTTOM ELEVATION: 462.45. + PROPOSED RAIN GARDEN B. FACILITY SURFACE AREA 495 SF, PLANTER BOTTOM ELEVATION: 462.60. PROPOSED PLANTER OVERFLOW. SEE STORM DATA TABLE BELOW FOR MORE INFORMATION. PROPOSED TRAPPED CATCH BASIN. SEE STORM DATA TABLE BELOW FOR MORE INFORMATION. PROPOSED STORMFILTER MANHOLE (2 CARTRIDGES). SEE STORM DATA TABLE BELOW FOR MORE INFORMATION. 6 PROPOSED STORMFILTER CATCH BASIN (1 CARTRIDGE). SEE STORM DATA TABLE BELOW FOR MORE INFORMATION. 7 PROPOSED ROOF /CANOPY DRAIN CONNECTION. IE: 462.30, KEY PLAN SCALE: N.T.S. PROPOSED 8" C900 STORM LINE. SEE PLAN FOR LENGTH AND , SLOPE. APPROVAL: f PROPOSED 8" PVC STORM LINE, SEE PLAN FOR LENGTH AND No. Date Description SLOPE. PROPOSED STORM CLEANOUT. SEE STORM DATA TABLE BELOW w FOR MORE INFORMATION. 11 PROPOSED 6" PVC STORM LINE. SEE PLAN FOR LENGTH AND CD, REVISIONS. SLOPE. 12 CONNECT TO PUBLIC STORM LINE. No. Date Description STORM SUMMARY IMPERVIOUS AREA (WITHOUT BUILDING) 21,005 SF BASIN A (RAIN GARGEN) 6,787 SF (32.3 %) BASIN B (RAIN GARGEN) 5,566 SF (26.5 %) BASIN C (CATCHBASIN TO STORMFILTER MANHOLE) S; AAR RF 19A 10M SCALE.• 1'= 20 FEET 20 10 0 20 7-ANDSCAPE PLANT MATERIAL SCHEDULE SYMBOL TREES I hereby certify that this S TE d plan, pl 0- D ITEM SIZE QTY. COMMENTS • 0 Architect (or Engineer, RIC respectively) under the laws of the State of which &.4 C) govem this project. WARNING: per LAW No 5 11 3142 PROSPECT AVENUE documents unless person - 0 Is, "or under the direct CLEVELAND, OH FRAXINUS EXCELSIOR 'GOLDEN DESERT 2" CAL. 1 8 REFER TO DETAILS 4, 5 & 6 1 SHEEET L3.0 44115 - 2612 GOLDEN DESERT ASH B&B T 216.588.0800 FRAXINUS PENNSYLVANICA 'MARSHALL' 2" CAL. 3 REFER TO DETAILS 4, 5 & 6 / SHEEET LI 866.787.7021 MARSHALL SEEDLESS ASH B&B, F 216.588.0801 GLEDITSIA TRIACANTHOS INERMIS'SKYLINE' 2" CAL. I 11 REFER TO DETAILS 4, 5 & 6 / SHEEET L3.0 E vocon@vocon.com SKYLINE THORNLESS HONEYLOCUST B&B, WOPKLEY Arch i t e c t5 , I t) c CORNUS FLORIDA 'CHEROKEE CHIEF' 2" CAL. I B&B 5 REFER TO DETAILS 4, 5 & 6 / SHEEET L3.0 P/B/A CHEROKEE CHIEF DOGWOOD 2.5" CAL. TREES ARE NOTED ON PLAN. vocon. architecture ALt=tl t;t=t<L;111A I UM J/4" UAL. / 3 1 KUNK d KhFhK I U UFTAIL-5 4, 5 & 5l SHEEET L3.0 A 4, VINE MAPLE B&B, I AS SHOWN 17 4 THUJA PLICATA 'HOGAN' 5' -6` HT. B&B 10 REFER TO DETAILS 3, 5 & 6 SHEEET L3.0 -A i 1 HOGAN CEDAR Shaping the Future e• d I  a . r 41 4' .0 4 P d . , . Id. - , 4  .. . . . , .. .1 A 0 A ------------ - 1- 0 PORTLAND EXISTING DECIDUOUS TREE TO REMAIN CONTRACTOR TO PROTECT IN PLACE. 5415 SW WESTGATE DR STE 100, PORTLAND, OR 97221 A 1. 1 '0 TEL- (503) 419 - 2500 FAX- (503) 419 -2600 4 < -d com 4 4` www.caMno. 4 SHRUBS & ACCENTS SIZE QTY. COMMENTS CO ITEM j E 4 4 - 0 MAHONIA AQUIFOLIUM 3 GAL. @ 3' -" O.C. 128 REFER TO DETAILS 2, 5 & 6 SHEEET L3.0 4. ----------- OREGON GRAPE HOLLY -A 4 k PRUNUS LAUROCERASUS'OTTO LUYKENI 3 GAL. @ 71 REFER TO DETAILS 2, 5 & 6 f SHEEET L3.0 4 OTTO LUYKEN LAUREL X-6 "O.C. 4 1 4 MW U 0 ROSA NOOTKANA 1 GAL. @ -"O.C. 38 REFER TO DETAILS 2, 5 & 6 SHEEET LI 7-71 n Cn co Cn .4 (D V15 NOOTKA ROSE MISCANTHUS SINENSIS 3 GAL. @ 4'-011 O.C. 13 REFER TO DETAILS 2, 5 & 61 SHEEET L3.0 4. /,6 u_ - a r- -- ---, r ° !o 7-k A MAIDEN GRASS 4 PENNISETUM ALOPECURIODESHAMELN' 1 GAL.@ 124 REFER TO DETAILS 2, 5 & 6 SHEEET L3.0 i HAMELN FOUNTAIN GRASS 1'-6" O.C. .4 -hr 67 -__SS GROUNDCOVERS 4 _j ITEM SIZE QTY. COMMENTS (A -0" O.C. ARCTOSTAPHYLOS UVA-URSI 1 GAL. @ 3' 1,775 REFER TO DETAILS I & 5 SHEET L3.0 12 4 4 BEARBERRY 4 POT @ 9'-6" O.C. (RGS) 344 (RGS) = RAINGARDEN SLOPES G G ROSA var. 'RED FLOWER CARPET' 1 GAL. @ 2'-6" O.C. 310 REFER TO DETAILS 1 & 5 f SHEET LI RED FLOWER CARPET ROSE (n ET LI S0 JUNCUS PATENS ------------ SEDGE RUSH MIX 4" POT @ V-15" O.C. 632 SF REFER TO DETAIL I SHE ------------ ------- ---- 7 T, W -44 50% CAREX STIPATA 280 PLANTS _L7 _? W 4 4 140 EACH 17 4' . . . . . . . 0 f 4 44 4 4 4 4 4 4. PRO TIME 303 SUN MIX 1,550 SF G SEED @ F-7- Jjjl g gg/- A g :fe r1 gg/, J_ 4 /7011 W N§1 _ I x J IV6 MISCELLANEOUS Z00 e V) t r r Tw 1_1,, : ITEM SIZE QTY. COMMENTS "41 V) 0/111 14 4 na, .411 P/// WASHED ROUND RIVER ROCK 1 u-2" DIAMETER 166 SF REFER TO DETAIL 8 / SHEET L3.0 4 p 3.25 CY I. 0"I _X, I ;14 5 0, A now", f J j /j /( ! ^ , r Y r ++ I _.I gf .• • . ! -- _. + { I -° \ { , 1 GENERAL NOTES* SAND SCAPE PLAN 3 <.  : , .,. .a, ,<. , .. f  . / = f , c / / "re :' r/ /. i/ . r,/.-r,,rr ,>,> / ., . j ,/pxf ., r.'. . '`i,s r, ' . , /,;, . .r. i /w!. ;. L.. r` ,s.; ,/%r,I .> <,fr.:/ ' r /"%. e/ ~»& / , I. . ;r.. r«rn,;'r/; i f / I/J v.. ,v, :' . r.r. '% ,,. c F %/»/,/., ,.i;,,. v.. 1u, ,:, t . ,<i < f  •5 . . a . ! , _ . F sr,, > .i . : ,.:: . , r,. . < , - , r Vi ., ;3,, C ,f r - , , r,r7s. r> r ,2 . / A- 'R- 101", "1 "'4', --t -------- t --- --- 1.1 im/ T R Mi,,TI ON g 417 4 gg .4z a a' `  I ! ( # 1 # # # , { g i CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION, TO DETERMINE IN F M/ § V 4 THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR 4 a Mel 42 SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. - MW lot e 41 2. ,'z CONTRACTOR TO VERIFY LIMITS OF WORK BEFORE STARTING AND EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT cr) V) STA A RT ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS IN WRITING TO THE LANDSCAPE ARCHITECT, 4. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND _j FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. 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 V) F I I # A* FACILITIES ON SLOPES BELOW THE TOP OF BANK. 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- L11) NMI+ / - - . 1 4, 1, 0 COVER OCCURS, CUT EDGE TO LIMITS OF THE PLANTED AREA SHOWN. 1 1171 <* 7. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE PLANTING AREAS. V 01- -F _j w ° + , r 4 - x _ _  - d.  8. CONTRACTOR TO FINE GRADE AND ROCK -HOUND TURF AREAS PRIOR TO _j - DEPRESSIONS} & EXTRANEOUIS MATERIAL OR DEBRIS' TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF .7j- _j/ _j _j _j _J % F I ILA IRREGULARITIES (BUMPS OR DEPRES ' I I - L F f _j _j 9. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS AND ARE NOT GUARANTEED AS ACCURATE _;; j _j M , " / P _j _j _j rj REPRESENTATIONS OF FINAL QUANTITIES OR MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BID QUANTITIES AS REQUIRED BY THE 4 If 4: PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT LEGEND AND THE QUANTITY OF 4. 4 .1 N 'A' GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. Z3 10. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. --------------- --------- SID E 11. CONTRACTOR SHALL NOT REMOVE ANY EXISTING TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE LANDSCAPE 41V WT ARCHITECT. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE LANDSCAPE ARCHITECT. ---- -- ----- ---------- 12. WHEN PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CONFLICT WITH EXISTING TREE CANOPIES, NOTIFY 0 --- ------ 0 V) LANDSCAPE ARCHITECT IN WRITING, REQUESTING ADJUSTMENT TO TREE LOCATIONS. ...... ........ . . .. - ---- V) 13. INSTALLATION CONTRACTOR SHALL MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS FOR A PERIOD OF ONE YEAR (365 DAYS) UNLESS OTHERWISE DIRECTED BY THE OWNER. THE LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER INSTALLATION AND WRITTEN OLYMPIC ST. NOTIFICATION TO THE OWNER AND LANDSCAPE ARCHITECT. 14. TOPSOIL SHALL BE TESTED BY A QUALIFIED SOIL TESTING LAB AND LAB RESULTS FORWARDED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND ACCEPTANCE PRIOR TO PURCHASE. SOIL TESTS SHALL ANALYZE FOR LANDSCAPE SUITABILITY; MEASURING MACRO- & MICRO-NUTRIENTS, pH, -------------------------- -------------------------------------------- AND SOIL CLASSIFICATION (i.e. SANDY LOAM). BACKFILL MATERIAL FOR PLANTING AREAS SHALL CONTAIN APPROVED TOPSOIL FINE GRADE -------- -- - ------ --- CO cn COMPOST, TOPSOIL, FERTILIZER PER SOIL ANALYSIS RECOMMENDATIONS. Uj 15. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO ---------- E L E E INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS \? MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT -0 '4 E E MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. 4 4 4 4 -A -4 A 44 -4. 16. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PLANT MATERIAL IN THE SIZE SPECIFIED ON PLAN PRIOR TO INSTALLATION. IN THE EVENT THE PLANT MATERIAL IS NOT AVAILABLE IN THE SIZE SPECIFIED, THE CONTRACTOR SHALL SUBMIT TO THE OWNERS REPRESENTATIVE, AND THE LANDSCAPE ARCHITECT, A WRITTEN ESTIMATE TO INCREASE PLANT MATERIAL (AND INSTALL) THE NEXT AVAILABLE CONTAINER SIZE PLANT (I.E. 4- POT TO ONE GALLON CONTAINER, 2' CALIPER TREE TO 2.5- CALIPER). 17.. CONTRACTOR SHALL BE RESPONSIBLE TO IMPLEMENT BEST MANAGEMENT PRACTICES TO STABILIZE ALL SLOPES 3:1 OR GREATER AND PREVENT EROSION OR MOVEMENT OF SOIL FROM SLOPES. THIS COULD INCLUDE, BUT NOT LIMITED TO, EROSION CONTROL FABRIC, STAKING, NETTING, AND STRAW WATTLES. SUBMIT METHOD OF SLOPE STABILIZATION TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 DAYS PRIOR TO IMPLEMENTATION. 18. PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, IN WRITING, IF IT IS BELIEVED THE PLANT MATERIAL IDENTIFIED ON THE PLAN MAY NOT BE SUITABLE FOR THE SITE OR MAY DIE. SUBSTITUTION REQUESTS WILL BE GRANTED BY THE LANDSCAPE ARCHITECT PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IF NOTIFICATION IS NOT GIVEN TO THE LANDSCAPE ARCHITECT ALL PLANTING WHICH FAILS TO GROW (EXCEPT FOR ANY DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS DETERMINED BY THE OWNER, NEGLECT OR VANDALISM) SHALL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. 19. NOTIFY THE LANDSCAPE ARCHITECT IN WRITING, WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, POOR PLANTING SOIL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, PRIOR TO PLANTING. 20. PLANTING RESTRICTIONS - PLANTING IS NOT PERMITTED DURING THE FOLLOWING CONDITIONS, UNLESS OTHERWISE APPROVED IN WRITING: A. COLD WEATHER: LESS THAN 32 DEGREES FAHRENHEIT B. HOT WEATHER: GREATER THAN 90 DEGREES FAHRENHEIT C. WET WEATHER: SATURATED SOIL D. WINDY WEATHER: WIND VELOCITIES GREATER THAN 20 M.P.H. 0 10 20 40 80  PROFESSIONAL SEAL: I hereby certify that this S TE d plan, pl 0- specification, or report was prepared by me or RAP under my direct supervision and that I am a duly registered • 0 Architect (or Engineer, RIC respectively) under the laws of the State of which &.4 C) govem this project. WARNING: per LAW No 5 11 person may after time documents unless person - 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 KeyBank 1625 Mohawk Blvd. Springfield, OR 97477 KEY PLAN SCALE: N.T.S. APPROVAL: No. I Date Description CD, REVISIONS: No. I Date I Description DRAWN BY: PEG CHECKED BY: JRS JOB NUMBER: 120487.00 DRAWING PHASE: DEVELOPMENT DESIGN iHEU TII LANDSCAPE PLANTING 9