40' R/W <br />23.5' <br />1' <br />S' <br />7' 10.5' PAVING <br />10.5' PAVING <br />6' <br />co <br />CONC. <br />PLANTER <br />7' PARKING 14' TRAVEL LANE <br />PLANTER <br />(FUT� <br />4' AC (2' CLASS C <br />12 C R <br />2 CLASS B OR C) <br />2/ <br />�ON <br />2r <br />21 MAX <br />1.5:1 MAXy®�® <br />:,®95 <br />+.�,�. <br />TYPICAL 21' ACCESS LANE SECTION <br />LOW -VOLUME RESIDENTIAL <br />LEGEND: <br />TENTATIVE PLAT <br />O <br />PROPERTY CORNER <br />SAN - <br />EX. SANITARY SEWER (SIZE AS NOTED) <ti EGAN <br />VIERA <br />LU <br />STM - <br />EX. STORM SEWER (SIZE AS NOTED) BARGER <br />E­ <br />F 0 R <br />0 <br />CLEANOUT <br />W <br />EXX. U.G. WATER MAIN (SIZE AS NOTED) ROBIN <br />o <br />LASSEN ESTATES <br />PHASE 2 <br />& 3 <br />It <br />t�) <br />WATER VALVE <br />FIRE HYDRANT <br />SAN- <br />� <br />PROPOSEDSANITARY SEWER (SIZE AS NOTED) BOVE DOVE <br />♦WILLAMETTTEE HIGH ti <br />(A R E P L A T O F LOT 1 <br />LASSEN <br />ESTATES) <br />© <br />WATER METER <br />STM <br />PRQPQSEDSTDRM SEWER (SIZE AS NOTED) BGUZA <br />ECHO HOLLOW VP y^ <br />POOL <br />co <br />MAILBOX <br />W <br />PROPOSED U.G. WATER MAIN (SIZE AS NOTED) 0 <br />NW 1/4, SECTION 22, T. 17 S., R. 4 W. W.M. <br />52o�E ® <br />Ill <br />TELEPHONE RISER <br />O.H.P. - <br />OVERHEAD UTILITY LINES R <br />500 W"`"` <br />TAX MAP 17-04-22-14 <br />TAX LOT <br />6200 <br />TELEPHONE RISER <br />TEL-•- <br />ATTI " 1500 <br />TELEPHONE LINES nvnLON MALnoo� <br />SCALE <br />= 6� <br />0 <br />a AVALON <br />(NOT APPLICAPLE THIS PHASE) <br />LOOKING WESTERLY <br />NOT TO SCALE <br />55' R/W <br />27.5' 27.5. <br />1' _ 5' 7.5' 14' PAVING 14' PAVING 7.5' 5' 1' <br />4' AC 12' CLASS C <br />MAX 12' C.R. ON 2' CLASS B OR C) 2:1 <br />E2 % 2 <br />1 <br />TYPICAL 28' STREET SECTION <br />LOW -VOLUME RESIDENTIAL <br />(HARLEY WAY & WALLOWA WAY) <br />NOT TO SCALE <br />OVEWLOW FROM POND <br />EUGENE, LANE COUNTY, <br />OREGON <br />-0- <br />POWER POLE <br />IT IT& <br />G°"GGRD . • CONCORD(10 <br />VISUAL CLEAR ZONES <br />z <br />January 2025 <br />FULLER U00 m g <br />I <br />(a <br />EX. STORM SEWER MANHOLE <br />15' 15' <br />� = <br />MARSHALL <br />NOTE: <br />TANEY STREET IS CLASSIFIDE AS <br />OS <br />EX. SANITARY SEWER MANHOLE <br />�� <br />EXISTING WOOD FENCE <br />SITE <br />LU z <br />A NEIGHBORHOOD COLLECTOR <br />® <br />STORM SEWER MANHOLE <br />��� <br />HAWTHORNE HAWTHORNE <br />EXISTING WIRE FENCE OWNER /DEVELOPER <br />o � <br />O <br />a <br />JIM LASSEN 'PETERSON w <br />m <br />0 <br />SANITARY SEWER MANHOLE <br />(TBR) <br />TO BE REMOVED 2595 PARK FOREST w PARK 3 <br />w <br />45' R/W <br />0 <br />P.U.E. <br />PUBLIC UTILITY EASEMENT EUGENE, OR 97405 <br />VICINITY MAP <br />0 <br />22.5' 22.5' <br />SANITARY SEWER CLEANOUT <br />CELL (541) 517-9071 <br />NO SCALE <br />I' S' 8' 10.5' PAVING 10.5' PAVING <br />8' 5' I' <br />® <br />CATCH BASIN <br />PROPOSED STM FACILITY <br />CONC. PLANTER <br />10.C.R. q• AC• <br />WALK <br />(FLI 2 0 21 <br />UTURE) <br />8" WTR <br />PROPOSED WATER <br />GENERAL NOTES: <br />ti <br />o..00. <br />1. ALL DIMENSIONS ARE APPROXIMATE <br />FH V <br />PROPOSED FIRE HYDRANT <br />_ <br />w <br />to <br />TYPICAL 2I' STREET SECTION 2. CONTOURS SHOWN ARE EXISTING GROUND ELEVATIONS. ELEVATIONS ARE BASED ON CITY OF EUGENE <br />p <br />BENCHMARK #BDI060, A 3" BRASS CAP TOP OF EAST CURB TANEY STREET JUST NORTH OF CONCRETE <br />z <br />LOW -VOLUME RESIDENTIAL DRIVE TO #1600 TANEY STREET(BETHEL BIBLE FELLOWSHIP). ELEVATION - 392.17 (NAVD '88) <br />(FUTURE BERNTZEN) <br />NOT TO SCALE <br />3. THIS APPLICATION CONSTITUTES ALL CONTIGUOUS PROPERTY UNDER THE SAME OWNERSHIP. <br />>_ <br />r <br />4. THERE ARE NO DUPLEX, TRIPLEX, OR FOURPLEX LOTS PROPOSED. <br />a <br />DENSITY: <br />5. NO NEW FENCING IS PROPOSED OTHER THAN THAT WHICH WILL BE CONSTRUCTED CONCURRENT WITH THE <br />o <br />CD N <br />DEVELOPMENT OF EACH INDIVIDUAL LOT. o <br />TM 17 - 0 4- 2 2- 1 3 PHASE 2 (LOTS 9-19): <br />TL 200 GROSS AREA 1.87 ACRES m m <br />6 REFER TO THE ATTACHED SITE PLAN FOR THE LOCATION OF ALL EXISTING TREES ON -SITE THAT ARE GREATER m to o <br />I <br />I <br />U <br />O <br />O_ <br />I <br />r <br />In <br />N <br />S <br />N <br />oj <br />B <br />0 <br />0 <br />0 <br />n <br />04 <br />W I <br />r <br />M <br />0 <br />> <br />J <br />� <br />C <br />C <br />H <br />c <br />O <br />SS <br />I <br />�I <br />O <br />co <br />00 <br />S <br />I <br />F? <br />55' <br />/W <br />n M <br />Ln 3 <br />I <br />+ <br />? <br />N EASEMENTcl <br />10 <br />= ozz <br />W <br />210. <br />2' <br />i <br />W- <br />P. POLE <br />•5889 <br />n <br />P <br />n <br />^Do <br />*7057 <br />.O UN <br />p in lJ <br />p <br />rn Zz <br />Q-__ <br />0,M <br />3M ozzz <br />JJJ <br />li Li <br />3 • JJJJ <br />li L� L� <br />li <br />li <br />rK to COro <br />WK W_. <br />J <br />5418 <br />AREA <br />PHASE 2 - LOTS 9 -19 NEW AREA 1.26ACRESES THAN 8' DBH AS WELL AS THE DESIGNATION FOR WHICH TREES ARE PROPOSED TO REMAIN OR TO BE REMOVED. n <br />PHASE 3 - LOTS 2 0 - 2 9 9 UNITS PER ACRE (NET) 0 cu cu o � o 63 1ii <br />803.27' 7. THERE ARE NO TREES IN THE VICINITY OF, OR WITHIN, THE PROPOSED SUBDIVISION. THERE IS NO , NO SIGNIFICANT VEGETATION z E J w m w 1-- J <br />< < Z ]C < EE <br />ON THE SITE. THIS SITE CONTAINS NO KNOWN HABITAT FOR RARE ANIMAL SPECIES. m z U U z U o <br />566.2 + _ - 7 I + PHASE 3 (LOTS 20-29): ) . U� V5 3 w , F- <br />+1 4860 SF ' <br />5 <br />2 4 0 <br />4551 SF <br />2 3 + <br />5 92 SF o <br />1 <br />GROSS AREA 1.7 ACRES <br />NR/W <br />ET AREA ACRES <br />NET AREA I.1 .I ACRES <br />9 UNITS PER ACRE (NET) <br />8. <br />9. <br />THIS SITE CONTAINS NO NATURAL FEATURES THAT ARE INDENTIFIED IN THE METRO PLAN, NOR DOES THIS <br />SITE CONTAIN ANY PROMINENT TOPOGRAPHIC FEATURES. <br />THERE IS NO EXISTING WETLAND WITHIN THE BOUNDS OF, OR ADJACENT THE PROPOSED <br />SUBDIVISION AREA. <br />U <br />p <br />LU < = <br />in <br />0 < <br />LL <br />0 4974 SF <br />VA <br />VAULT <br />a <br />w o <br />x <br />10. <br />ALL SHOWN PUBLIC IMPROVEMENTS WILL BE PRIVATELY CONSTRUCTED. <br />{_ <br />1 I. <br />EMERGENCY VEHICLE ACCESS IS VIA EXISTING TANEY STREET & EXISTING PATTISON/BERNTZEN ROAD. <br />B E N T Z <br />E . <br />R O� D SIGN- <br />= y <br />-� <br />ERNTZEN <br />RO <br />- <br />AD <br />2. <br />ALL PROPOSED STREETS ARE CLASSIFIED AS LOW -VOLUME RESIDENTIAL. <br />s a°ww <br />Ell. <br />8°ww s <br />_B <br />�F <br />y <br />13. <br />STREET TREES WILL BE PROVIDED ON THE LOT SIDE OF ALL PROPOSED STREETS PER CITY STANDARDS. <br />R <br />9 - <br />Z <br />} <br />14. <br />STREET LIGHTS WILL BE PROVIDED IN ACCORDANCE WITH APPROPRIATE CITY STANDARDS. THERE IS ONE STREET LIGHT ON <br />a <br />2 <br />THE WEST SIDE OF TANEY STREET NEAR THE PROPOSED INTERSECTION OF HARLEY & TANEY. <br />O <br />27 <br />+� <br />5� <br />5555 SF <br />5298 S a <br />25 <br />15. <br />SIDEWALKS WILL BE CONSTRUCTED AT THE TIME EACH INDIVIDUAL LOT IS DEVELOPED. <br />o <br />00 <br />05*' <br />� <br />16. <br />IN ADDITION TO THE PROPOSED EASEMENTS AS SHOWN, RUE "BUMP OUTS" WILL BE PROVIDED AT LOT CORNERS IF NEEDED <br />m <br />0 <br />90+• <br />a <br />TO FACILITATE UTILITY INSTALLATION AND PLACEMENT BY THE UTILITY COMPANIES AND IF REQUESTED. <br />28 <br />21 <br />1 <br />17. <br />THERE ARE TWO EXISTING TRANSIT SITES LOCATED NEARBY TO SERVE THE SUBJECT PROPERTY. LTD STATIONS ARE <br />Of <br />D <br />4893f <br />5577 F <br />LOCATED NORTH OF THE SUBJECT PROPERTY AT THE BARGER AND ECHO HOLLOWAND EAST AT HAWTHORNE AND FARIFIELD. <br />O <br />N <br />_• <br />+ <br />w <br />ADDITIONALLY, TWO ROUTES FOLLOW ALONG BARGER AVENUE JUST NORTH OF THE PROPERTY. EACH OF THE TWO <br />; <br />100f <br />Q <br />> <br />LTD STATIONS MENTIONED ARE LOCATED JUST OVER 1/2 MILE AWAY. THE TWO ROUTES ARE NOTED AS 40 ECHO HOLLOW <br />z <br />W <br />CV <br />o <br />y <br />a <br />< <br />AND 41 BARGER/WEST IITH AVENUE. NO ROUTES COULD BE FOUND WHICH TRAVEL ALONG TANEY STREET. TO PROVIDE <br />' <br />+I 2 9 <br />a <br />55980E <br />BETTER SERVICE ADDITIONAL LTD STATIONS OR PICKUPS WOULD NEED TO BE INVESTIGATED. <br />Z <br />w <br />W o <br />!_ <br />-20+' <br />5443 SF <br />� <br />10 5 ± <br />Z <br />O <br />N <br />18. <br />19. <br />TANEY STREET IS FULLY DEVELOPED WITH CURB & GUTTERS AND SIDEWALKS, NO SPECIAL SETBACKS ARE PROPOSED <br />ALL PROPOSED INTERSECTIONS COMPLY WITH THE INTERSECTION STANDARDS AS ESTABLISHED UNDER SECTION 9.6830 <br />„ <br />z <br />o <br />(no <br />Q , <br />_cS (D <br />Q <br />C� <br />!�L <br />(j <br />\� P <br />!!� <br />w <br />- <br />12+ <br />1S <br />5013 SF <br />A <br />19 <br />5520 F <br />+ <br />J <br />' .1 T- I OF THE EUGENE DEVELOPMENT CODE. <br />II 6 SF (� < 20. WASTEWATER SERVICE WILL BE PROVIDED BY THE CITY OF EUGENE AND WILL BE EXTENDED FROM THE EXISTING <br />w FACILITIES IN TANEY STREET. THE FINAL DESIGN OF THE WASTEWATER FACILITIES WILL BE SUBJECT TO REVIEW <br />96'' N BY THE CITY ENGINEER AND MAY VARY FROM THAT SHOWN HEREON. <br />21. STORMWATER SERVICE WILL BE PROVIDED BY THE CITY OF EUGENE AND WILL BE EXTENDED FROM THE EXISTING <br />�8 I FACILITIES IN TANEY STREET. THE FINAL DESIGN OF THE STORMWATER FACILITIES WILL BE SUBJECT TO REVIEW <br />4892 SF w BY THE CITY ENGINEER AND MAY VARY FROM THAT SHOWN HEREON. DRAINAGE FROM INDIVIDUAL LOTS WILL BE <br />g VIA WEEPHOLES. <br />O <br />92+ 1 22. THIS PROPERTY FALLS WITHIN FEMA ZONE X (AN AREA DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD) <br />IS N N AS SHOWN ON FIRM MAP 41039CII08 F, DATED JUNE 2, 1999. <br />_ <br />� � <br />ot <br />W O <br />7�0 <br />C7n <br />z�0 <br />v= <br />W�U <br />! w <br />C=oN <br />m6- <br />Q_X <br />vaz <br />NCO <br />Now <br />HNo <br />Qv} <br />�o� <br />?� <br />N-0 <br />WQ0 <br />� w <br />ZI z <br />LvFy `C0J <br />5 <br />F <br />Q <br />> <br />L,4�Ay 1 <br />7 F <br />WAY <br />4747 SF <br />23. <br />WATER SERVICE WILL BE PROVIDED. THE TENTATIVE LAYOUT OF THE FUTURE WATER FACILITIES <br />IS SHOWN. DETAILED, FINAL, DESIGN WITH BE COORDINATED WITH EWEB. <br />CO ILL] <br />N <br />w w <br />FH <br />} <br />91*' <br />, <br />QU)O <br />e WR <br />~ <br />Jaw <br />6 0 *' <br />65*' <br />i <br />24. <br />ELECTRIC SERVICE WILL BE PROVIDED AND DESIGNED BY EWEB AND HAS THEREFORE NOT BEEN SHOWN. <br />46213 SF <br />4• <br />N <br />v <br />+ <br />a. <br />+I <br />+ <br />o <br />y <br />25. <br />ALL PROPOSED UTILITIES (GAS, WATER, ELECTRIC, TV, PHONE, & SEWER) WILL BE INSTALLED UNDERGROUND. <br />26 <br />THIS DEVELOPMENT WILL GENERATE LESS THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT ANALYSIS IS NOT <br />5461 SF <br />5426 SF <br />3 <br />m <br />REQUIRED. THE ESTIMATED NUMBER OF PEAK HOUR TRIPS GENERATED BY THIS DEVELOPMENT AS CALCULATED <br />�N <br />z <br />PER THE IT TRIP GENERATION MANUAL (6TH EDITION, VOLUME 2 OF 3, PAGE 271 TABLE 210) FOR PEAK HOUR <br />0 <br />5 � <br />aS <br />GENERATOR BETWEEN 4 AND 6 PM DURING THE WEEKDAYS IS 1.02 x 68 LOTS - 70 PEAK HOUR TRIPS. AT TOTAL BUILD -OUT. <br />I�I <br />424.75' <br />±• <br />R/ <br />46183SF <br />F=! <br />_ <br />_ �b <br />27. <br />THERE IS CONTIGUOUS OWNERSHIP OF THE ADJACENT LOTS 7 & 8 IN LASSEN ESTATES PHASE I. THESE LOTS ARE <br />PLATTED AND IMPROVED TO EUGENE DEVELOPMENT STANDARDS, AND ARE NOT A PART OF THIS, OR FUTURE, DEVELOPMENT <br />8 <br />5 <br />4 <br />0 <br />418 SF <br />5 <br />?a$ <br />PILE Iw <br />J I <br />WW <br />61 f *' <br />TAN-EY STREET- <br />, <br />p P. POLE <br />r o ^o #5890 <br />M <br />�zz <br />$ <br />5461 SF - <br />} ., <br />I` aI <br />w 7 <br />5' PEDESTRIAN & <br />VA <br />$ <br />$ ,1 <br />0 0 5800 SF <br />S9 <br />3 � 773 F <br />+_ <br />UTILITY EASEMENT <br />; <br />REGISTERED <br />PROFESSIONAL <br />SF1.:.::' <br />_ <br />LAND SURVEYOR <br />- <br />6I+-' - <br />SOLAR ACCESS STATEMENT: <br />1_- <br />qg Sy <br />g <br />qg <br />THE LAYOUT FOR THE PROPOSED PHASE HAS 73% OF THE LOTS (8 OUT OF II) ON THE EAST WEST FRONTAGE OF HARLEY <br />oREGON <br />> <br />- <br />- - - <br />- <br />- - <br />- - <br />WAY AND MEETS THE STANDARD OF 70 IAS PER CODE LOTS 12 19 HAVE ANORTH/SOUTH DIMENSION OF 75 FEET AND <br />ULY 13. 1984 <br />_ - <br />A FRONT LOT LINE ORIENTED WITHIN 30 DEGREES OF THE TRUE EAST/WEST AXIS.) THIS SUBDIVISION IS MEETS THE <br />JONATHAN A. OAKES <br />- <br />REQUIREMENTS OF EC 9.2790(2). LOTS 9, 10, & II DO NOT MEET THE STANDARD. PER EC 9.27900(b) THE PROPOSED <br />2105 <br />-- <br />- _ <br />W <br />SUBDIVISION IS ALSO EXEMPT FROM THE SOLAR ACCESS STANDARDS BECAUSE THE ROAD LAYOUT CONSTRAINTS DOES NOT <br />EXPIRES DECEMBER 31 20'6 <br />POLE <br />P. POLE <br />ALLOW CERTAIN LOTS CANNOT MEET THE ABOVE REFERENCED STANDARD. <br />SHEET <br />u 30818 <br />r°3 M vNi Q'., M6179 � n <br />n #5891 NNc� 8 EX. SIGN 0 <br />MgM <br />cV <br />�� <br />, <br />' <br />0 N' <br />, <br />m <br />z ^^ <br />OQMro <br />z <br />EASEMENTS FROM TITLE REPORT <br />O• W_ <br />�^ <br />g?? <br />20 j? <br />�� o? <br />W <br />20 w <br />I� Ffn <br />0 NO. 8020327 (SOUTH OF PATTISON, NOT SHOWN) <br />A <br />��� <br />3M JJ <br />n Z? <br />Eel- <br />3M o?? <br />3 e�- <br />zro w <br />o��w <br />3� J <br />(n ww <br />2. NO. 8034646 (SHOWN) <br />• 1 <br />w)Q BD2o� <br />wX �� <br />ER �2o� <br />wS �Bo� <br />N=.= <br />>2m m� <br />wEE vv <br />3. N0. 8931183 (SHOWN) <br />4. NO. 9147158 (SHOWN) <br />5. NO. 2004-019168 (SHOWN) <br />