|
40' R/W
<br />23.5' 16.5'
<br />5' 7' 10.5' PAVING 10.5' PAVING 6'
<br />r
<br />CONC. PLANTER 7' PARKING 14' TRAVEL LANE PLANTER
<br />WALK
<br />(FUTURE) 4' AC (2' CLASS C
<br />12' C.R. ON 2" CLASS B OR C) 2:1 MAX
<br />2% 2%
<br />1.5:1 MAX '#.'r, r •.r..;.r.�r:+rS%:t •#t�#•:�•i�, t�#� ?•. li.�Ydt+.ti•`+'.�';e.ti'' #1�: _ ; :�ti>:• t`'r
<br />•'
<br />TYPICAL 21' ACCESS LANE SEC TION
<br />L O W-- VOL UME RESIDENTIAL
<br />(NOT A PPL I CA PL E THIS PHASE)
<br />LOOKING WESTERLY
<br />NOT TO SCALE
<br />55' R/W
<br />27.5' 27.5'
<br />I' 5' 7.5' 14' PAVING 14' PAVING 7.5' 5'
<br />CONC. PLANTER 7' 14' TRAVEL LANE 7` PLANTER CONC.
<br />WALK WALK
<br />(FUTURE PARKING 1 PARKING FUTURE)
<br />i
<br />f 4' AC (2' CLASS C
<br />1.5:1 MAX 12' C.R. ON 2' CLASS B OR C) 2:1 MAX-
<br />2% 2%
<br />- - +5. + _r.M � h � •f;y#`r` R . ♦ � � i� �', bj•�{f r3 1•i`,?F ' ;%f• �A Z�F,�;�'�r '#,�• 4 e� .£: i
<br />1
<br />i i..�' a e .S .i i6 .Y•f i1 ti 1 '�. .9. a•i� J i�.�•... ,•'ih
<br />TYPICAL 28' STREET SECTION
<br />LOW -VOLUME RESIDEN TI A L
<br />(HARLEY WAY A WALL©WA WAY)
<br />NOT TO SCALE
<br />- - L$G$I1iDi EX. SANITARY SEWER (SIZE AS NOTED) � ~� ------- SAN ..�
<br />TENTATIVEP L A T O PROPERTY CORNER STM EX. STORM SEWER (SIZE AS NOTED)- SARGR
<br />Q 2M <
<br />CLEANOUT W EXX. U.G. WATER MAIN (SIZE AS NOTED) ROBIN
<br />FOR WATER VALVE
<br />------- SAN --- PROPOSEDSANITARY SEWER (SIZE AS NOTED) oovE
<br />ASSEN ESTATES PHA.E2 FIRE HYDRANT �, w�u�rT iota
<br />STM PROPOSEDSTORM SEWER (SIZE AS NOTED) SOLMA
<br />N fSTATES WATER METER E HOLLOW m
<br />(A REPLAT OF -LOT If L A S.-E.--�-- PROPOSED U.G. WATER MAIN (SIZE AS NOTED) P°0L
<br />t
<br />MAILBOX CASCAM
<br />NW 11 SECTION.To 17 W W M �'�, � • � W.M. O.H.P. OVERHEAD UTILITY LINES SCHOOL -
<br />TELEPHONE p TELEPHONE RISERle ►Jf-U
<br />TAX MAP 17 - 0 4 - 2 2 " 14 TAX..- LOT(S) 100, & .200 TELEPHONE RISER TEL . _ TELEPHONE LINES AVALON
<br />co
<br />I " a 6 U' .� © ♦ AVALON
<br />EUGENE, LANE COUNTY, - �REGON -�- POWER POLE IS' IS' cavcaRo VISUAL � z
<br />IS AL CLEAR ZONES Pu.LM
<br />t 0
<br />Januar 2 0 2 4 EX. STORM SEWER MANHOLE 15 IS +�
<br />u�l+
<br />NOTE: 0 EX. SANITARY SEWER MANHOLE EXISTING WOOD FENCE w z
<br />TANEY STREET IS CL.ASSIFIQE AS �
<br />OWhE�/QEVELOPER:SITE HAW co
<br />EXISTING WIRE FENCE _
<br />A NEIGHBORHOOD COLLECTOR STORM SEWER MANHOLE
<br />J I !1/1 L A S S E N PETERSON c�
<br />(TBR) TO BE REMOVED I PARK U
<br />SANITARY SEWER MANHOLE 2595 PARK FOREST
<br />w
<br />� I45' R/W P.U.E. PUBLIC UTILITY EASEMENT EUGENE., OR 97405
<br />- � SANITARY SEWER CLEANOUT CELL (5 41 � 51 i - 9 Q 71 VICINITY M A P
<br />22.5' 22.5' NO SCALE
<br />CATCH BASIN . ' ; .. PROPOSED STM FACILITY
<br />I' 5, 6' 10.5' PAVING 16.5' PAVING 6' 5` I 1' •
<br />CONIC. PLANTER PLANTER CONC.
<br />WALK 10' C.R. 4' AC" WALK
<br />(FUTURE 2'/ 2/ (FUTURE) -8 GENERAL NOTES:
<br />1 wTR PROPOSED WATER
<br />t`r,,#,i : � {'#•;�#•gib#r �i#l .{�, d,� l , 1. •i'.ij!
<br />•'-' `'-••°••••• •= ••~ 1. ALL DIMENSIONS ARE APPROXIMATE.
<br />FH
<br />PROP t?SED FIRE HYDRANT
<br />2. CONTOURS SHOWN ARE EXISTING GROUND ELEVATIONS. ELEVATIONS ARE BASED ON CITY OF EUGENE ca r
<br />- cv r� Nt to tQ N ;-
<br />T YP1 CA L 21 ' STREET SEC T ION 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) 3. THIS APPLICATION CONSTITUTES ALL CONTIGUOUS PROPERTY UNDER THE SAME OWNERSHIP. }
<br />NOT TO SCALE'
<br />F=
<br />a - _
<br />4. THERE. ARE NO DUPLEX, TRIPLEX, OR FOURPLEX LOTS PROPOSED. W
<br />5. NO NEW FENCING IS PROPOSED OTHER THAN THAT WHICH WILL BE CONSTRUCTED CONCURRENT WITH THE c o N
<br />TM
<br />1 '�'' •- 0 4 - 2 2 - 13 - DEVELOPMENT OF EACH INDIVIDUAL LOT.
<br />TL 200 6. REFER TO THE .ATTACHED SITE PLAN FOR THE LOCATION OF ALL EXISTING TREES ON --SITE THAT ARE GREATER M M g. © o 0
<br />THAN 8" DBH AS WELL AS THE DESIGNATION FOR WHICH TREES ARE PROPOSED TO REMAIN OR TO BE REMOVED.
<br />�W
<br />7. THERE ARE NO TREES IN THE VICINITY OF, OR WITHIN, THE PROPOSED SUBDIVISION. THERE IS NO , NO SIGNIFICANT VEGETATION
<br />Z
<br />Z
<br />•�C
<br />._ .I
<br /><C
<br />m
<br />z
<br />w
<br />�
<br />1"' _ _!
<br /><
<br />803.27 ON THE SITE, THIS SITE CONTAINS NO KNOWN HABITAT FOR RARE ANIMAL SPECIES.
<br />a
<br />z
<br />U
<br />CD z
<br />U
<br />OF 566.2 Y + f �'(� uw�c�Q
<br />8. THIS SITE CONTAINS NO NATURAL FEATURES THAT ARE INDENTIFIED IN THE METRO PLAN, NOR DOES THIS to
<br />f f SITE CONTAIN ANY PROMINENT TOPOGRAPHIC FEATURES. a © u_
<br />O 26 24 OR ADJACENT THE PROPOSED
<br />+f
<br />} 0 5 92 SF N 9. THERE IS NO EXISTING WETLAND WITHIN THE BOUNDS 0F, N
<br />O i 4$60 SF 5 4.551 S co w =_
<br />VAU.T � a. f SUBDIVISION AREA. -
<br />�• ( 4974 SF _
<br />10. ALL SHOWN PUBLIC IMPROVEMENTS WILL BE PRIVATELY CONSTRUCTED.
<br />_--1
<br />1 1. EMERGENCY VEHICLE ACCESS IS VIA EXISTING TANEY STREET & EXISTING PATTISON/BERNTZEN ROAD.
<br />BEOINTZ RQ D
<br />f _ 12. ALL PROPOSED STREETS ARE CLASSIFIED AS LOW --VOLUME RESIDENTIAL.
<br />t s a'.ww �'ww s BERNTZEN ROAD
<br />Ell -' t 13. STREET TREES WILL BE PROVIDED ON THE LOT SIDE OF ALL PROPOSED STREETS PER CITY STANDARDS.
<br />STANDARDS. THERE IS ONE STREET LIGHT ON
<br />f O � 14. STREET LIGHTS WILL BE PROVIDED IN ACCORDANCE WITH APPROPRIATE CITY STAND
<br />O +r
<br />THE WEST SIDE OF TANEY STREET NEAR THE PROPOSED INTERSECTION OF HARLEY & TANEY.
<br />o to
<br />2 :k, �, CIS
<br />I i 2 % �- r S I5. SIDEWALKS WILL BE CONSTRUCTED AT THE TIME EACH INDIVIDUAL LOT IS DEVELOPED. N --
<br />f 5555 SF 5298 S ,�, N c� �'
<br />_.1 �, 16. IN ADDITION TO THE PROPOSED EASEMENTS AS SHOWN, PUE " BUMP OUTS" WILL BE PROVIDED AT LOT CORNERS IF NEEDED
<br />10 O�.
<br />+, 10 5 ± TO FACILITATE UTILITY INSTALLATION AND PLACEMENT BY THE UTILITY COMPANIES AND IF REQUESTED. Cb
<br />90 m
<br />28 t ; 21 17. THERE ARE TWO EXISTING TRANSIT SITES LOCATED NEARBY TO SERVE THE SUBJECT PROPERTY. LTD STATIONS ARE
<br />rn LLOWAND AST AT HAWTHORNE AND FARIFIELD. Ca
<br />4893
<br />.� 5577 F � � LOCATED NORTH OF THE SUBJECT PROPERTY AT THE BARGER AND ECHO HO E �
<br />f
<br />+• - w , ADDITIONALLY, TWO ROUTES FOLLOW ALONG BARGER AVENUE JUST NORTH OF THE PROPERTY. EACH OF THE TWO
<br />10.0 -P > LTD STATIONS MENTIONED ARE LOCATED JUST OVER 1/2 MILE AWAY. THE TWO ROUTES ARE NOTED AS 40 ECHO HOLLOW
<br />'; <t AND 41 BARGER/WEST IITH AVENUE. NO ROUTES COULD BE FOUND WHICH TRAVEL ALONG TANEY STREET. TO PROVIDE
<br />© U
<br />f O +� S5980 f BETTER SERVICE ADDITIONAL LTD STATIONS OR PICKUPS WOULD NEED TO BE INVESTIGATED. �J
<br />29 w
<br />5443 SF ' z 18. TANEY STREET IS FULLY DEVELOPED WITH CURB & GUTTERS AND SIDEWALKS, NO SPECIAL SETBACKS ARE PROPOSED (, ! " Q F-
<br />J ! 6 2 10 5 *, ; f 19. ALL PROPOSED INTERSECTIONS COMPLY WITH THE INTERSECTION STANDARDS AS ESTABLISHED UNDER SECTION 9.6830
<br />2 O +' �t OF THE EUGENE DEVELOPMENT CODE. In x CL.
<br />1-
<br />cv I N `8 20. WASTEWATER SERVICE WILL BE PROVIDED BY THE CITY OF EUGENE AND WILL BE EXTENDED FROM THE EXISTING
<br />f � 5156 SF ,o � (� Q
<br />i 'n SOi3 SF 1.-' < FACILITIES IN TANEY STREET. THE FINAL DESIGN OF THE WASTEWATER FACILITIES WILL BE SUBJECT TO REVIEW Q (J�
<br />Lu� ,
<br />�, 9 BY THE CITY ENGINEER AND MAY VARY FROM THAT SHOWN HEREON.
<br />0 O a, � �~ o �� �, �"-"�'--�-' 21• STORMWATER SERVICE WILL BE PROVIDED BY THE CITY OF EUGENE AND WILL BE EXTENDED FROM THE EXISTING � � •�(�.
<br />O FACILITIES IN TANEY STREET. THE FINAL DESIGN OF THE STORMWATER FACILITIES WILL BE SUBJECT TO REVIEW
<br />f Ln I t� K
<br />I 4892 SF o d- BY THE CITY ENGINEER AND MAY VARY FROM THAT SHOWN HEREON. DRAINAGE FROM INDIVIDUAL LOTS WILL BE .�. U � �., D
<br />W r 5520 F o VIA WEEPHOLES. L0W Ua...
<br />w I t- 12 f
<br />92± o WITHIN FEMA ZONE X (AN AREA DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD)
<br />� � I � 22. THIS PROPERTY FALLS � 4. N � z
<br />f • • • • AS -SHOWN ON FIRM MAP 41039CII08 F, DATED JUNE 2, 1999. •... Lubc<
<br />I - W. O Q.:
<br />1...�R.1.�. M
<br />- - - - - -- - - _ _ "" 4747 SF 23. WATER SERVICE WILL BE PROVIDED. THE TENTATIVE LAYOUT OF THE FUTURE WATER FACILITIES U7
<br />f a-coin WAY IS SHOWN. DETAILED, FINAL, DESIGN WITH BE COORDINATED WITH EWEB.
<br />FH
<br />--$ �, �° 24. ELECTRIC SERVICE WILL BE PROVIDED AND DESIGNED BY EWEB AND HAS THEREFORE NOT BEEN SHOWN.
<br />-�' 14 CN
<br />i 6 0- 6 5_- n 4643 SF InLa
<br />A" 25. ALL PROPOSED UTILITIES (GAS, WATER, ELECTRIC, TV, PHONE, & SEWER) WILL BE INSTALLED UNDERGROUND.
<br />Ln +�
<br />U f(� �' 9 +� 1 O , M t� 26 THIS DEVELOPMENT WILL GENERATE LESS THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT ANALYSIS IS NOT ..
<br />S` 546i SF a, 5426 SF REQUIRED. THE ESTIMATED NUMBER OF PEAK HOUR TRIPS GENERATED BY THIS DEVELOPMENT AS CALCULATED
<br />}� C) C)
<br />THE ITE TRIP GENERATION MANUAL (6TH EDITION, VOLUME 2 OF 3, PAGE 271 TABLE 210) FOR PEAK HOUR -
<br />�,� C)GENERATOR BETWEEN 4 AND 6 PM DURING THE WEEKDAYS IS 1.02 x 68 LOTS - 70 PEAK HOUR TRIPS. AT TOTAL BUILD OUT.
<br />4628 SFin
<br />4 2 4.7 5' . � � .� ` � 27. THERE IS CONTIGUOUS OWNERSHIP OF THE ADJACENT LOTS 7 & 8 IN LASSEN ESTATES PHASE !. THESE LOTS ARE -
<br />f 55' /W c- 2 PLATTED AND IMPROVED TO EUGENE DEVELOPMENT STANDARDS, AND ARE NOT A PART OF THIS, OR FUTURE, DEVELOPMENT
<br />In 6co
<br />con. 7 w S 'i PUE a v%
<br />O
<br />: 418 SF
<br />►-lcoaa 4 5418 41 SF 5 418 SF 5 '�. a. - 5 PEDESTRIAN &
<br />O + 5461 SF - �' I' W UTILITY EASEMENT
<br />+ M 3' �' �.� +' a 77 S
<br />o a 5800 SF 00 0 REGISTERED
<br />to --,., ,� EASEMENT` 't o, 0)... ... N' PROFESSIONAL
<br />_ ©zZ I- o a �"'► �Q �.:. :QARM�LAND SURVEYOR r
<br />���f 7 }
<br />N
<br />_ k 210 . 2 6 I +. N I' 6 +,.. 6I . +, + ... SOLAR ACCESS STATEMENT: 1
<br />_a oor= OREGON
<br />� i T-r-` ww -•--- ----'` 8' THE LAYOUT FOR THE PROPOSED PHASE HAS 73% OF THE LOTS (8 OUT OF II) ON THE EAST WEST FRONTAGE OF HARLEY �U�.Y �3. �se4
<br />-�-- ao cw - _ _ - _ 48_Sw _ _ _ _ _ _ $' sw�----_ _ _ _ _4$ S _ _ _ _ _ _ WAY AND MEETS THE STANDARD OF 7a (AS PER CODE LOTS 12-19 HAVE A NORTH/SOUTH DIMENSION OF 75 FEET AND =
<br />- _ - - - - - - - - - - JONATHAN . A. OAKES
<br />T o TANEY In co B T R E E T ao A FRONT LOT LINE ORIENTED WITHIN 30 DEGREES OF THE TRUE EAST/WEST AXIS.) THIS SUBDIVISION IS MEETS THE 21os ..
<br />8R -- �.._._.. .r._.» " .�.�. - , ------------ REQUIREMENTS OF EC 9.2790(2). LOTS 9, 10, & 11 DO NOT MEET THE STANDARD. PER EC 9.2790(3)(b) THE PROPOSED f xf��� s: DECEMBER 31. zt}2a
<br />---
<br />--- W --d? SUBDIVISION IS ALSO EXEMPT FROM THE SOLAR ACCESS STANDARDS BECAUSE THE ROAD LAYOUT CONSTRAINTS DOES NOT
<br />P. rn ALLOW CERTAIN LOTS CANNOT MEET THE ABOVE REFERENCED STANDARD.
<br />r\ n #5890 030818 co U3 d-2 N 416179 Pl-, n
<br />oho, *7057 o cq o In
<br />�? ` N N to O� S .T
<br />U� e04
<br />0 rn rn N M ri 0i CC?oo av'S89i cn N EX. SIGN Lo o N°O1 M
<br />0000
<br />co N ao O oo 00 Ct' g �,� N? 'q' M
<br />to N ro 00 �, o r-) o cn z �rn o 2 EASEMENTS FROM TITLE REPORT
<br />_ In
<br />�. r,
<br />IC60 '' o SZ' U5 0- o z z c� 2 9 o z rn �? v , a- a; o z d N0. 8020327 (SOUTH OF PATTISON, NOT SHOWN)
<br />S Z z °; o z? z # M �'y Q Z z J M 0 z? M 0 z? M J 2. NO. 8034646 (SHOWN) t
<br />l_i i J J _ ! _l Li.. L.- U- _ 1 Vi R LL Lt J J J �t (n <L
<br />�' - �- �- 8 v . 3. NO. 8931183 (SHOWN)
<br />12 X co ;T zr X xx co xx
<br />t�L co 0o co w i2 co 60 co 0o cn d- cv Ln w LPL oo co 0o W '- '� o0 00 0o w oa o0 oa iv �� 00 iv W �t •�t
<br />4. NO. 9147158 (SHOWN)
<br />5. NO. 2004-019168 (SHOWN)
<br />
|