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HomeMy WebLinkAboutPlans Applicant 7/15/2024RRRR S FP MB STOP NO PARKING RR X-ING/ YIELD RR X-ING/ YIELD RR XING STOP FOR LEASE TRAN EC E AC OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUE OHUOHUOHUOHUEC AC AC E E E E E E E E E E E E G G SS 10''SS 10''SS 10''SS 10''SS 10''SS 6''SS10''SS 10''SS 10''SS 10''SS 10''SS 10''SS 6''SS36''SS36''SS36''SS36''SS36''SS6''SS RD RD RD RDRDRD RD RD RD 10''SD10''SD 36''SD36''SD36''SD36''SD36''SD36''SD36''SD36''SD36''SD36''SD36''SD18''SD12''SD18''SD18''SD18''SD18''SD18''SD36''SD36''SD36''SD36''SD36''SD36''SD36''SD36''SD36''SD36''SD36''SD36''SD TR TR TSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS ICV ICV ICV X2ICV X212''W12''W12''W12''W12''W8''W[W] 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 6''W8''W 12" 16" 15" 15" 13" 15" 15" 15" 11" 18" 4" 11" 12" 13" 13" 16" 17" 13" 15" 16" 16" 8" 14"OHUOHU OHU[T][T][T][T][T][T][T][T][T]6''SS6''SS6''SS6''SS6''SS6''SS18''SD18''SD18''SD18''SD18''SD36''SD 12''SD[G][G][G][G][G][G][G]GV [G][G][G][G][G][G][G][G][W][W][W][W][W]6''SS6''SSCO CO CO CO CO SSS S D D D 9108 11 12''SD231 4 D 56 7 D 12''SDD 12 1314 15 16 1 2 6''SS6''SSS 34 5 OLYMPIC STREET 32ND STREET31ST STREET30TH STREET475 475 475 475 47 6 476 475 475 475 475 47 5 475 475 476 477 477476 476 47 6 475475475475474474474 475474 474 473473474474475 475 475 475475 475476 476477476 477478477478476476 475476 476476TR D/WD/WD/WHCRHCRHCR H C R GATE GRAPEVINEGRASS FIELD FF=478.2' FF=476.0' SB SB X2SB SB X2 #4 #3 #2 #1 [G][G][G][G][G][G][G][G][G][G][G][G][G] 552.87' S 88°26'00" E 553.13'298.33'298.30'274.52'278.35' 274.52'278.61' N 89°47'15" E 612.84'N 00°12'45" WN 00°09'51" WN 00°12'45" W 298.30'P.U.E.(PER PLAT)10' P.U.E. (PER PLAT) 10' P.U.E. (PER PLAT) P. U . E . (P E R P L A T )30' RAILROADEASEMENT(PER PLAT)5' P.U.E. (PER PLAT)P.U.E.(PER PLAT)5' P.U.E. (PER PLAT) 5' P.U.E. (PER PLAT) 5' P.U.E. (PER PLAT) 1620 32ND STREET 2-STORY CONCRETE BUILDING LOT 5 FILE 73, SLIDE 247 AREA = 83,070 SQ. FT. (1.907 ACRES)[G][G][G][G][G][G]OHUOHUOHUOHUOHUTR 3240 OLYMPIC STREET 1-STORY METAL BUILDING SHED MEMORIAL PLAQUE 30'40'30'30'30'30'30'40'30'40'40'40'30'30'25'25'30'40'LOT 6 FILE 73, SLIDE 247 AREA = 83,070 SQ. FT. (1.907 ACRES) BASIS OF BEARINGS PER OREGON COORDINATE REFERENCE SYSTEM, EUGENE ZONE 7' P.U.E. REC. NO. 1980-018623 5' P.U.E. (PER PLAT) NORTH JOB NO. 2400208 603015030 1 INCH = 30 FEET SCALE 111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O:503.227.3251 F:503.224.4681 www.kpff.com BUILDING OUTLINE WITH DOOR CONCRETE SURFACE LEGEND: ELECTRICAL LINE SANITARY SEWER LINE G W GAS LINE WATER LINE OHU OVERHEAD UTILITY LINES STORM LINE CURB LINE E PROPERTY LINE EDGE OF ASPHALT TRAFFIC SIGNAL LINETS DRIVEWAY ENTRY DOUBLE POST SIGN TRANSFORMER CURB INLET STORM MANHOLE WITH STRUCTURE SANITARY/STORM STRUCTURE # SANITARY/STORM CLEAN OUT TRAN GAS METER ELECTRICAL METER POWER POLE WATER VALVE FIRE HYDRANT CATCH BASIN SIGN SANITARY MANHOLE WITH STRUCTURE OVERHEAD LIGHT POWER POLE/OVERHEAD LIGHT GUY ANCHOR ELECTRICAL CABINET IRRIGATION CONTROL VALVE G EC FLAG POLE TELECOMMUNICATIONS RISER FP E GV GAS VALVE TR RD ROOF DRAIN MB MAILBOX RAILROAD SWITCH LEVER TRAFFIC SIGNAL BOX FOUND MONUMENT PROJECT CONTROL POINT SS SD AREA DRAIN GROUND FLOOD LIGHT HANDICAP RAMP 11 LOT LINE EASEMENT LINE RIGHT-OF-WAY LINE T TELECOMMUNICATIONS LINE ASPHALT SURFACE NOTES: 1.) VERTICAL DATUM: NAVD 88 (GEOID 12A) ELEVATION WAS ESTABLISHED THROUGH A GPS OBSERVATION ON CONTROL POINT NO. 1 USING THE OREGON REAL-TIME GPS NETWORK (ORGN). 2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM (OCRS), EUGENE ZONE. THE RESULTANT BEARING OF THE CENTERLINE OF OLYMPIC STREET IS NORTH 89°47'15" EAST. 3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON PRELIMINARY TITLE REPORT NO. 0341561 BY CASCADE TITLE COMPANY, EFFECTIVE DATE FEBRUARY 9, 2024 AND PRELIMINARY TITLE REPORT NO. 0339103 BY CASCADE TITLE COMPANY, EFFECTIVE DATE AUGUST 9, 2023. 4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS & REFERENCE MAPS MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS. UNLESS INDICATED, DEPTHS OF UTILITY LINES ARE NOT AVAILABLE. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED (POTHOLED) PRIOR TO CONSTRUCTION. DECIDUOUS TREE -PERIMETER REPRESENTS DRIPLINE CONIFEROUS TREE -PERIMETER REPRESENTS DRIPLINE UNDERGROUND LINE PER AS-BUILTS WALL ICV FINISHED FLOOR ELEVATION GRAVEL SURFACE RAILROAD TRACKS CHAIN LINK FENCE WIRE FENCE S CO S D D/W HCR [ ] FF=100' SB #1 CATCH BASIN RIM = 474.57' IE 10" IN (W) = 472.10' IE 10" OUT (E) = 471.03' CATCH BASIN RIM = 474.66' IE 12" OUT (W) = 471.21' STORM MANHOLE RIM = 475.12' IE 10" IN (W) = 470.80' IE 18" IN (N) = 470.57' IE 12" IN (E) = 470.64' IE 18" OUT (S) = 470.53' STORM MANHOLE RIM = 475.66' IE 18" IN (N) = 470.14' IE 36" IN (E) = 469.13' IE 12" IN (S) = 468.91' IE 36" OUT (W) = 468.91' CURB INLET RIM = 475.37' FLOW LINE = 474.70' IE 12" OUT (S) = 469.91' CURB INLET RIM = 475.01' FLOW LINE = 474.30' IE 12" OUT (S) = 469.68' STORM MANHOLE RIM = 474.62' IE 36" IN (E) = 468.34' IE 12" IN (S) = 468.57' IE 36" OUT (W) = 468.34' CATCH BASIN RIM =472.64 ' IE 12" OUT (E) = 469.41' CATCH BASIN RIM = 472.66' IE 12" OUT (W) = 469.51' STORM MANHOLE RIM = 473.19' IE 12" IN (W) = 469.24' IE 18" IN (N) = 468.64' IE 12" IN (E) = 468.99' IE 18" OUT (S) = 468.59' STORM MANHOLE RIM = 474.15' IE 18" IN (N) = 468.46' IE 36" IN (E) = 467.35' IE 12" IN (S) = 468.39' IE 36" OUT (W) = 467.35' STORM MANHOLE RIM = 475.17' IE 36" IN (E) = 469.62' IE 12" IN (S) = 469.51' IE 36" OUT (W) = 469.52' CURB INLET RIM = 475.18' FLOW LINE = 474.49' IE 36" IN (E) = 468.82' IE 6" IN (S) = 469.53' IE 36" OUT (W) = 468.78' CURB INLET RIM = 474.64' FLOW LINE = 473.96' IE 36" IN (E) = 468.04' IE 36" OUT (W) = 468.04' CATCH BASIN (SUMP TYPE) RIM = 474.94' IE 4" OUT (S) = 473.69' CATCH BASIN (SUMP TYPE) RIM = 474.94' IE 4" OUT (S) = 473.69' SANITARY MANHOLE RIM = 476.90' IE 6" IN (NW) = 468.91' IE 6" IN (NE) = 469.04' IE 6" OUT (S) = 468.88' SANITARY MANHOLE RIM = 475.73' IE 6" IN (N) = 465.72' IE 10" IN (E) = 463.88' IE 6" IN (S) = 464.08' IE 10" OUT (W) = 463.85' SANITARY MANHOLE RIM = 474.73' IE 10" IN (E) = 461.92' IE 6" IN (S) = 463.02' IE 10" OUT (W) = 462.82' SANITARY MANHOLE RIM = 474.29' IE 10" IN (E) = 461.69' IE 36" IN (S) = 459.94' IE UNKNOWN IN (W) = 462.08' IE 36" OUT (N) = 459.88' SANITARY MANHOLE RIM = 473.73' IE 6" IN (S) = 461.11' IE 6" IN (W) = 461.14' IE 6" IN (N) = 461.33' IE 6" OUT (E) = 461.01' 1 STORM TABLE: 1 SANITARY TABLE: 2 3 4 5 2 3 4 5 6 7 PROJECT CONTROL: STATION 1 2 3 4 DESCRIPTION MAG NAIL W/ WASHER "KPFF CONTROL" 1-1/8" BRASS CAP "KPFF CONTROL" 1-1/8" BRASS CAP "KPFF CONTROL" MAG NAIL W/ WASHER "KPFF CONTROL" NORTHING 113195.87 113161.40 112824.03 112897.39 EASTING 213117.41 212451.61 212577.95 213129.87 ELEVATION 477.12' 475.98' 474.76' 476.38' 8 9 10 11 12 13 14 15 16 REV.DATE DESCRIPTION FILE: PROJECT NO.: DRAWN BY: SURVEYED BY: CONTOUR INTERVAL: DATE: CHECKED BY: 27 JUNE 2024 1 FOOT 20240610-2400208.DWG 2400208 JRD CEB JP BOUNDARY & TOPOGRAPHIC SURVEY OF LOTS 5 AND 6, SOUTHERN PACIFIC INDUSTRIAL PARK NO. 2 LOCATED IN SECTION 30 TOWNSHIP 17 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN CITY OF SPRINGFIELD, LANE COUNTY, OREGON FIELD SURVEYED: 14 JUNE 2024 BOUNDARY AND TOPOGRAPHIC SURVEY 32ND AND OLYMPIC CITY OF SPRINGFIELD / LANE COUNTY / OREGON A3K LLC 1 OF 1 SHEET NO. BY 111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O:503.227.3251 F:503.224.4681 www.kpff.com