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1.5:1 MAX
<br />40' R/W
<br />23.5'
<br />16.5'
<br />1'
<br />5' 7' 10.5' PAVING
<br />10.5' PAVING 6'
<br />CONC.
<br />PLANTER
<br />7' PARKING 14' TRAVEL LANE
<br />11
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<br />(FUTURE
<br />12- C.R. �ON 2" CLASS B OR C)
<br />2% � 2i,
<br />2:1 MAX
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<br />TYPICAL 21' ACCESS LANE SECTION
<br />LOW -VOLUME RESIDENTIAL
<br />(NOT APPLICAPLE THIS PHASE)
<br />LOOKING WESTERLY
<br />NOT TO SCALE
<br />55' R/W
<br />1 27.5' 27.5'
<br />I' I 5' 7.5' 14' PAVING 14' PAVING
<br />CONC. PLANTER 7' 14' TRAVEL LANE 7'
<br />WALK
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<br />TYPICAL 28' STREET SECTION
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<br />LASSEN ESTATES PHASE 2 & 3
<br />(A REPLAT OF LOT 1 LASSEN ESTATES)
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<br />NW 1/4, SECTION 22, T . 17 S . , R . 4 W . W . M .
<br />TAX MAP 17-04-22-14 TAX LOT 6200
<br />EUGENE, LANE COUNTY, O R E G O N
<br />January 2025
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<br />EX. SANITARY SEWER (SIZE AS NOTED)
<br />EX. STORM SEWER (SIZE AS NOTED)
<br />EXX. U.G. WATER MAIN (SIZE AS NOTED)
<br />PROP OSEDSANITARY SEWER (SIZE AS NOTED)
<br />PROPOSEDSTORM SEWER (SIZE AS NOTED)
<br />PROPOSED U.G. WATER MAIN (SIZE AS NOTED)
<br />OVERHEAD UTILITY LINES
<br />TELEPHONE LINES
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<br />NOTE: OS EX. SANITARY SEWER MANHOLE EXISTING WOOD FENCE F W z
<br />TANEY STREET IS CLASSIFIDE AS OWNER /DEVELOPER • SITE HAWTHORNS Z HAwTHORNE o
<br />A NEIGHBORHOOD COLLECTOR ® EXISTING WIRE FENCE w m
<br />STORM SEWER MANHOLECL
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<br />OS SANITARY SEWER MANHOLE
<br />(TBR) TO BE REMOVED 2595 PARK FOREST Y PEP 3
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<br />45' R/W P.U.E. PUBLIC UTILITY EASEMENT EUGENE, OR 97405 �
<br />22.5' 22.5' ® SANITARY SEWER CLEANOUT CELL (5 41) 517 - 9 0 71 VICINITY MAP
<br />NO SCALE
<br />I' S' 6' 10.5' PAVING 10.5' PAVING 6' S' I I'
<br />® CATCH BASIN PROPOSED STM FACILITY
<br />CONC. PLANTER PLANTER CONC.
<br />WALK 10• C.R. 4" AC• WALK
<br />TM 17-04-22-13
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<br />URE 2% 2% (FUTURE) I _ _s• WTR - PROPOSED WATER GENERAL NOTES:
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<br />TYPICAL 21' STREET SECTION FH PROPOSED FIRE HYDRANT 2. CONTOURS SHOWN ARE EXISTING GROUND ELEVATIONS. ELEVATIONS ARE BASED ON CITY OF EUGENE o - N M
<br />BENCHMARK #BD1060, A 3" BRASS CAP TOP OF EAST CURB TANEY STREET JUST NORTH OF CONCRETE 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 3. THIS APPLICATION CONSTITUTES ALL CONTIGUOUS PROPERTY UNDER THE SAME OWNERSHIP.
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<br />4. THERE ARE NO DUPLEX, TRIPLEX, OR FOURPLEX LOTS PROPOSED. z
<br />DENSITY: 5. NO NEW FENCING IS PROPOSED OTHER THAN THAT WHICH WILL BE CONSTRUCTED CONCURRENT WITH THE N o N
<br />DEVELOPMENT OF EACH INDIVIDUAL LOT. CN o
<br />PHASE 2 (LOTS 9-19): d ,�
<br />GROSS AREA 1.87 ACRES I� .Zr - m m
<br />PHASE 2 = L 0 T S 9 - 19 R/W AREA 0.66 ACRES 6. REFER TO THE ATTACHED SITE PLAN FOR THE LOCATION OF ALL EXISTING TREES ON -SITE THAT ARE GREATER M = o 0 0
<br />NET AREA 1.2 ACRES THAN 8" DBH AS WELL AS THE DESIGNATION FOR WHICH TREES ARE PROPOSED TO REMAIN OR TO BE REMOVED.
<br />PHASE 3= LOTS 2 0- 2 9 9 UNITS PER ACRE (NET) o w 0 co o W Iw i
<br />803.27' 7. THERE ARE NO TREES IN THE VICINITY OF, OR WITHIN, THE PROPOSED SUBDIVISION. THERE IS NO , NO SIGNIFICANT VEGETATION z < J w °' w �_
<br />ON THE SITE. THIS SITE CONTAINS NO KNOWN HABITAT FOR RARE ANIMAL SPECIES. CO z U z U o w
<br />71 ±' I PHASE 3 (LOTS 20-29): u) w Q LU
<br />GROSS AREA 1.7 ACRES 8. THIS SITE CONTAINS NO NATURAL FEATURES THAT ARE INDENTIFIED IN THE METRO PLAN, NOR DOES THIS
<br />2 2 3 I R/W AREA 0.6 ACRES SITE CONTAIN ANY PROMINENT TOPOGRAPHIC FEATURES. o o o U_
<br />+' o NET AREA H ACRES
<br />+� 4860 SF_ S + 4554SF 5 92 SF O LU I 9 UNITS PER ACRE (NET) 9. THERE IS NO EXISTING WETLAND WITHIN THE BOUNDS OF, OR ADJACENT THE PROPOSED
<br />r I SUBDIVISION AREA.
<br />d- 0) 4974 SF W7JBOX I 10. ALL SHOWN PUBLIC IMPROVEMENTS WILL BE PRIVATELY CONSTRUCTED.
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<br />_ I 1 I. EMERGENCY VEHICLE ACCESS IS VIA EXISTING TANEY STREET & EXISTING PATTISON/BERNTZEN ROAD.
<br />BE NTZ ROAD _SIGN _ - -
<br />s _ a. W - i BERNTZEN ROAD 12. ALL PROPOSED STREETS ARE CLASSIFIED AS LOW -VOLUME RESIDENTIAL.
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<br />i 13. STREET TREES WILL BE PROVIDED ON THE LOT SIDE OF ALL PROPOSED STREETS PER CITY STANDARDS.
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<br />w \ 14. STREET LIGHTS WILL BE PROVIDED IN ACCORDANCE WITH APPROPRIATE CITY STANDARDS. THERE IS ONE STREET LIGHT ON -
<br />+, OL 2 co THE WEST SIDE OF TANEY STREET NEAR THE PROPOSED INTERSECTION OF HARLEY & TANEY. 0
<br />2 7 1 +,
<br />5555 SF 5298 S `��, _ 00 15. SIDEWALKS WILL BE CONSTRUCTED AT THE TIME EACH INDIVIDUAL LOT IS DEVELOPED. o
<br />+ 16. IN ADDITION TO THE PROPOSED EASEMENTS AS SHOWN, PUE "BUMP OUTS" WILL BE PROVIDED AT LOT CORNERS IF NEEDED >
<br />1 900 f 105±' ti TO FACILITATE UTILITY INSTALLATION AND PLACEMENT BY THE UTILITY COMPANIES AND IF REQUESTED. 0
<br />+� 28 � 21 I 17. THERE ARE TWO EXISTING TRANSIT SITES LOCATED NEARBY TO SERVE THE SUBJECT PROPERTY. LTD STATIONS ARE � D
<br />4 8 9 3 ±' 5577 F °� I LOCATED NORTH OF THE SUBJECT PROPERTY AT THE BARGER AND ECHO HOLLOWAND EAST AT HAWTHORNE AND FARIFIELD. O (�
<br />+I +1 CIA w , ADDITIONALLY, TWO ROUTES FOLLOW ALONG BARGER AVENUE JUST NORTH OF THE PROPERTY. EACH OF THE TWO
<br />100±' oo > LTD STATIONS MENTIONED ARE LOCATED JUST OVER 1/2 MILE AWAY. THE TWO ROUTES ARE NOTED AS 40 ECHO HOLLOW W
<br />O_ 0 0' Q I AND 41 BARGER/WEST IITH AVENUE. NO ROUTES COULD BE FOUND WHICH TRAVEL ALONG TANEY STREET. TO PROVIDE LZLI N
<br />1 +� 2 9 \ 552 0SF ' s ~ I BETTER SERVICE ADDITIONAL LTD STATIONS OR PICKUPS WOULD NEED TO BE INVESTIGATED. Z W
<br />Ln 5443 SF s 2 Z I 18. TANEY STREET IS FULLY DEVELOPED WITH CURB & GUTTERS AND SIDEWALKS, NO SPECIAL SETBACKS ARE PROPOSED W U) O Z
<br />162±' 0 Q� Q
<br />_ 105± o 1 19. ALL PROPOSED INTERSECTIONS COMPLY WITH THE INTERSECTION STANDARDS AS ESTABLISHED UNDER SECTION 9.6830 J J
<br />2 0 +i ,+, 17 +, o d- OF THE EUGENE DEVELOPMENT CODE. � Q
<br />`11' 18 N N 5156 SF ' co Q I 20. WASTEWATER SERVICE WILL BE PROVIDED BY THE CITY OF EUGENE AND WILL BE EXTENDED FROM THE EXISTING � z Z
<br />'n 5013 SF '`� o N a_ FACILITIES IN TANEY STREET. THE FINAL DESIGN OF THE WASTEWATER FACILITIES WILL BE SUBJECT TO REVIEW r7 O (n O
<br />+1 I 0 0 ±' 9 6 ± v, I I BY THE CITY ENGINEER AND MAY VARY FROM THAT SHOWN HEREON. J LL_I N w (n
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<br />o 21. STORMWATER SERVICE WILL BE PROVIDED BY THE CITY OF EUGENE AND WILL BE EXTENDED FROM THE EXISTING C� Ln '
<br />0.16 ^ I I FACILITIES IN TANEY STREET. THE FINAL DESIGN OF THE STORMWATER FACILITIES WILL BE SUBJECT TO REVIEW z _ � o z m
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<br />Ln SI9 F , 4892 SF w o I BY THE CITY ENGINEER AND MAY VARY FROM THAT SHOWN HEREON. DRAINAGE FROM INDIVIDUAL LOTS WILL BE cn
<br />VIA WEEPHOLES. LnU p (�
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<br />12 -' +
<br />92-' J I I 22. THIS PROPERTY FALLS WITHIN FEMA ZONE X (AN AREA DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD) m c�v z z �
<br />+, N AS SHOWN ON FIRM MAP 41039CII08 F, DATED JUNE 2, 1999. _ cn Q
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<br />WALLOWA -
<br />4747 SF 23. WATER SERVICE WILL BE PROVIDED. THE TENTATIVE LAYOUT OF THE FUTURE WATER FACILITIES On LLj
<br />WAY IS SHOWN. DETAILED, FINAL, DESIGN WITH BE COORDINATED WITH EWEB. w w ~
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<br />$• wrR 24. ELECTRIC SERVICE WILL BE PROVIDED AND DESIGNED BY EWEB AND HAS THEREFORE NOT BEEN SHOWN. Q w ~
<br />60±' 65±' � 14 C14LO J
<br />+I 4643 SF o ~ 6. 25. ALL PROPOSED UTILITIES (GAS, WATER, ELECTRIC, TV, PHONE, & SEWER) WILL BE INSTALLED UNDERGROUND.
<br />Ln +I N
<br />8,9 9 541 O SF I N ± 26 THIS DEVELOPMENT WILL GENERATE LESS THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT ANALYSIS IS NOT
<br />5461 SF 0 , Z REQUIRED. THE ESTIMATED NUMBER OF PEAK HOUR TRIPS GENERATED BY THIS DEVELOPMENT AS CALCULATED
<br />_ I +, PER THE ITE TRIP GENERATION MANUAL (6TH EDITION, VOLUME 2 OF 3, PAGE 271 TABLE 210) FOR PEAK HOUR U
<br />� 461 . SF 04 o GENERATOR BETWEEN 4 AND 6 PM DURING THE WEEKDAYS IS 1.02 x 68 LOTS - 70 PEAK HOUR TRIPS. AT TOTAL BUILD -OUT. �
<br />" 4 2 4.7 5' 5 ± + 27. THERE IS CONTIGUOUS OWNERSHIP OF THE ADJACENT LOTS 7 & 8 IN LASSEN ESTATES PHASE 1. THESE LOTS ARE
<br />7 5 4 9 0 _ d, PLATTED AND IMPROVED TO EUGENE DEVELOPMENT STANDARDS, AND ARE NOT A PART OF THIS, OR FUTURE, DEVELOPMENT
<br />6 � 2
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<br />> z �J +r 5461 SF +i Q 12 0_ +r w UTILITY EASEMENT
<br />a r a O 5800 SF I,� 773 F � 0 CD
<br />F� ASgE I o±. o 1REGISTERED
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<br />1= � L XT PROFESSIONAL
<br />WW SER P N LAND SURVEYOR
<br />6 _+ SOLAR ACCESS STATEMENT:-6I 61±±
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<br />S2 4s' sw -48' SIAr 48• S - THE LAYOUT FOR THE PROPOSED PHASE HAS 73% OF THE LOTS (8 OUT OF 11) ON THE EAST WEST FRONTAGE OF HARLEY OREGON
<br />i - - - - ,r, - - - > - - - - - - - - - -�- - - - - - - - - - WAY AND MEETS THE STANDARD OF 70%. (AS PER CODE LOTS 12-19 HAVE ANORTH/SOUTH DIMENSION OF 75 FEET AND JULY 13. 1984
<br />T A N E Y STREET zo A FRONT LOT LINE ORIENTED WITHIN 30 DEGREES OF THE TRUE EAST/WEST AXIS.) THIS SUBDIVISION IS MEETS THE JONATHAN A. OAKES
<br />__ __�. _ • REQUIREMENTS OF EC 9.2790(2). LOTS 9, 10, & II DO NOT MEET THE STANDARD. PER EC 9.2790(3)(b) THE PROPOSED 2105 11
<br />-- -- - -- -- -- -- W SUBDIVISION IS ALSO EXEMPT FROM THE SOLAR ACCESS STANDARDS BECAUSE THE ROAD LAYOUT CONSTRAINTS DOES NOT EXPIRES: DECEMBER 31. 2026
<br />0) _P. P P. ALLOW CERTAIN LOTS CANNOT MEET THE ABOVE REFERENCED STANDARD.
<br />o r\ #5890 #30818 00 rn P. O'
<br />M o r� , P. P (D ,N 0N' #1617900 00
<br />r7 "i M ,�j O � Co U. #5891 z w N c`I C`i O - 0000 0'
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<br />00 N "' z �� O z EASEMENTS FROM TITLE REPORT
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<br />5. NO. 2004-019168 (SHOWN)
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