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HomeMy WebLinkAboutPlan, Tentative APPLICANT 7/15/2016Catch Basin Rim: 488.56 d Y� tt Y� \ WW Manhole Rim: 489.27 Depth: 7.85 Catch Basin, Rim: 489.41 i LEGEND WW Wastewater line STR Stormwater line Water line -- - -- -- - Electric line x Fenceline FH£ Fire Hydrant f f ( Tree canopy per Aerial photo soil type TENTATIVE PARTITION PLAN FOR BRENELAINE INVESTMENTS, LLC NE 1/4, SECTION 5, T. 18S., R. 5W., WILLAMETTE MERIDIAN SPRINGFIELD, LANE COUNTY, OREGON DATE PREPARED: MAY 05, 2016 REVISED: JULY 08, 2016 TL 8101 ** THE BOUNDARY AND EXISTING CONDITIONS INFORMATION SHOWN HEREON HAS BEEN COMPILED FROM RECORD SOURCES AND AERIAL PHOTOGRAPHY.** Pole i ; (S 89°24'0 " W 342.08') j _r / t / j 69245-50 'r . 11 I t'.' , i �` � 1 % � 21715', CatBasin ch �1_` TL 1600 Rim: 489.98 Z? - i l ,'Pl } 1' f t� r fC�O 90' Elev:489.89 I 4 / ��or:j" f r �. o �,� PARCEL 1 L f�i�(liFt� 4 r I �' t o ,�� 3 11 �n d O�e 5 ,'\ 8,722 sq ft / m o `ir'o oseH}` € I: I i a t'€ 11 f ;r r ��oio� i TL 1 1,;, `/ � L11 VV1fV Line r f 1 f F rn f 1 f' t o N 89°24'0" E 12 .14' } +'}tz tf ;fit fft r f a' ,ni 44 _90 Pole o ' " G 02068-90 Pavi _A20x20 Shared ¢\ } ! �, rJf? f , r t r % 1 a -a 7.00 PUE 25A7642 m ,driveway Pole iEi?1it(l, o},';I+ i j��1 fr. ter' r �' a� � � ��� TL 1500 74.00 0 00015-50 ' < E l �' '' ' �' r a�° o� % Right -of -Way . PARCEL 2 i' ' a a hL� ,' � F '� eP'w��`oa�`t��, Ao " � � I 11,262 sq ft � i! ! f 4Jil6 r 1 E i` ' � 90' ' OCG �CJJ SQi�- 4% Catch Basin r �` �. J '' EJ�Q r �. c So' �e _ "� CA Rim: 489.$4 37.00 7 i�Et+ jsl 1setlit,.:,'� Gw eti0 `� Co 5.00 PUE STR v _% , `� (N 89°24'00" E 163.00') 1 ,s� +, r , ro �'° a) Elev: 490.18 U, ,I �tt,f 925.14' ` ` 1..,,e 37.86 _ X - x ;� i ,.j co Catch Basin W x x \� t 90'\ �_J 11 Rim: 490.28 20.00' # s33 !f;el t 1 M W Poled ,s��{pi r ;` i o TL 1400 09105-50 57.00 F. CD Right -of -Way }(t G - s r O i i ,ii 4 t , ... ,i r 1 P ' 10.00 �I W S�}�j5 x o �`� i , i , PUE W I 0i`t tl ti C, I) 3 � N y Vault/ Transformer Pole w/ light �Q N i'' i No a 78E168/75A1606 06124-45 j �P TL 8101 ? Lt tt t Q 1 t l,�tti�°.iiC��O 25A7370 Z o t� M t,. gee �'t?,-- N Catch Basin ;,; ` '';` ��g� e��y o�o� \ PARCEL 3 W u €Rim: 490.28 o t _ ;� `°{�-#:�`'� \OQ� �QV \\ 70,610 sq ft I W, deJe Elev:491.5 I OI E#ev:5 9.7760.00' Pavin ht -of -Way s ti a 6 Pole W - \\ ` ��P �`L5 \' ;\off OQ r light FH l IN r '` 20.00' Right -of -Way TL 1300 �` ;; �� `' ����``����.�"` ` ._._ WW Manhole Rim: 491.93 37.00' Right -of -Way Ix (N 89°24'00" E 179.50') 7.00' PUE Depth: 9.5 1 PoleV / 09036-50 TL 8201 + x I I I SITE ADDRESS: N/A ASSESSOR'S MAP: 18-02-05-21 TAX LOT: 8100 TL 8200 MIN �1111111!!Mffiiiii ) --WW WW WW WW Clean -Out Rim: 509.28 / TL 1700 /5 Curb Inlet _ Rim: 541.05 C can -Out Rm. 543.87 TL 1800 TL 2000 W TL 1900 10.00' PUE FH F W W W W WW Manhole Rim: 544.82 FORSYTHIA STREET _ Depth: 6.1 TVWW ��`�� WW --Q WW Manhole Rim: 529.52 >id w Depth: 7.2 - F TL 1200 PUE TL 1100F TL 1000 10.00' BOOTH KELLY LOGGING ROAD PROPERTY OWNER/ APPLICANT: PROJECT COORDINATOR: SURVEYOR: r RICHARD SORRIC / I RYAN M. ERICKSON, PLS I I � W TL 1800 TL 2000 W TL 1900 10.00' PUE FH F W W W W WW Manhole Rim: 544.82 FORSYTHIA STREET _ Depth: 6.1 TVWW ��`�� WW --Q WW Manhole Rim: 529.52 >id w Depth: 7.2 - F TL 1200 PUE TL 1100F TL 1000 10.00' BOOTH KELLY LOGGING ROAD PROPERTY OWNER/ APPLICANT: PROJECT COORDINATOR: SURVEYOR: ENGINEER: RICHARD SORRIC JED TRUETT, AICP RYAN M. ERICKSON, PLS SCOTT MORRIS, PE BRENELAINE INVESTMENTS, LLC METRO PLANNING, INC. EGR & ASSOCIATES, INC A & 0 ENGINEERING, LLC 1600 OAK STREET 370 Q STREET 2535 B PRAIRIE ROAD 386 Q STREET EUGENE, OR 97401 SPRINGFIELD, OR 97477 EUGENE, OREGON 97402 SPRINGFIELD, OR 97477 o: 541-302-9830 C: 541-915-6458 541-688-8322 FAX: 541-688-8087 541-302-9790 METROF'LANNING NOTES 1) EXISTING SOILS OF SUBJECT PROPERTY: 101: OXLEY-URBAN LAND COMPLEX 113G: RITNER COBBLY SILTY CLAY LOAM, 30%-60% SOLPES 138E: WITZEL VERY COBBLY LOAM, 3%-30& SLOPES 2) THE ZONING OF THE SUBJECT PROPERTY IS LDR (LOW DENSITY RESIDENTIAL) 3) THE PROPERTY IS NOT LOCATED IN A 500 YEAR FLOODPLAIN PER THE CURRENT FIRM MAP #41039C1 162F, DATED JUNE 02, 1999. 4) WATER LINES ARE EXISTING AND PROVIDED BY SPRINGFIELD UTILITY BOARD (SUB). 5) WASTEWATER AND STORMWATER LINES LOCATED IN SOUTH 42ND STREET AND/OR FORSYTHIA STREET ARE PUBLIC. 6) STORMWATER DRAINAGE FROM EACH PROPOSED PARCEL WILL BE PIPED TO AN INDIVIDUAL DRYWELL ON EACH PARCEL AS REQUIRED BY CITY STAFF ON THE STORMWATER SCOPING SHEET. NO OUTFALL TO THE PUBLIC STORMWATER SYSTEM IS PROPOSED. 7) UTILITIES SHOWN HEREON ARE PER AS GUILTS. WE DO NOT GUARANTEE THIS MAP SHOWS ALL UNDERGROUND UTILITIES. 8) THE NEAREST BUS STOP IS ON MAIN STREET NEAR THE INTERSECTION WITH SOUTH 42ND STREET AND SERVED BY LTD ROUTE 11. 9) THIS PROPERTY FRONTS SOUTH 42ND STREET, A NORTH -SOUTH STREET, AND FORSYTHIA STREET, AN EAST -WEST STREET. 10) ELEVATIONS BASED ON LIDAR DATA OBTAINED FROM OREGON DOGAM I. 11) AREA OF DEVELOPMENT IS 90,595 SQUARE FEET (ABOUT 2.08 ACRES). 12) THE CLUSTERS OF EXISTING TREES WILL REMAIN. NO TREE REMOVAL IS PROPOSED. DEVELOPMENT LOCATIONS WILL MINIMIZE IMPACT TO TREES. 13) THE NEAREST FIRE HYDRANT IS LOCATED APPROXIMATELY 170 FEET SOUTH OF SUBJECT PROPERTY ON THE WEST SIDE OF SOUTH 42ND STREET. co i;)a Uxj P1 ©f I All 15 EGR & Associates, Inc. Engineers, Geologists, and Surveyors 2535B Prairie Road Eugene, Oregon 97402 (541) 688-8322 Fax (541) 688-8087