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HomeMy WebLinkAboutPlat, Partition APPLICANT 9/1/2016Catch Basin PROJECT COORDINATOR: SURVEYOR: Rim: 488.56 RICHARD SORRIC JED TRUETT, AICP RYAN M. ERICKSON, PLS SCOTT MORRIS, PE BRENELAINE INVESTMENTS, LLC METRO PLANNING, INC. EGR & ASSOCIATES, INC A & O ENGINEERING, LLC 1600 OAK STREET 370 Q STREET 2535 B PRAIRIE ROAD d 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 WW Manhole \ Rim -* 489.27 Depth: 7.85 Catch Basin, Rim: 489.41 i Pole 69245-50 t� Catch Basin N Rim. 489.98 �• Elev:489.89 I �n m I� 44 Pole Pavi 02068-90 25A7642 - - 4) I 74.00' N Right -of -Way Catch Basin Rim: 489.84 STIRElev:490.18 ( _ 490.28 57.00' Right -of -Way f. Pole w/ light 06124-45 25A7370 �i Flow �I Elev:491.5 Rim: 491.93 I Depth: 9.5 I LEGEND WW Wastewater line Proposed Slope Easement STR Stormwater line Water line Slopes 15% - 25% ---- Electric line X Fenceline ❑❑ Slopes 25%- 35% FH Fire Hydrant Slopes greater than 35% 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: SEPTEMBER 01, 2016 SHEET 1 OF 3 ** THE BOUNDARY AND EXISTING CONDITIONS INFORMATION SHOWN HEREON HAS BEEN COMPILED FROM RECORD SOURCES AND AERIAL PHOTOGRAPHY." TL 8101 ,If (S 89°24'00" W 342.08') ` 199.00' 143.50` / v / / / / / Q�' 4 / / ,.41$� TL 16oa Q�• , �' 1 x,,0,1 / PARCEL 1 10,002 sq ft ** ,►'� W 't o Pro osetl 1'+ r �/ '0 1 0,'� ra 0, o 03 WW Line ° 143.50"`-01,10 Q N 89 24 00" E s 11 + or .A20x2O Shared driveway \ f� o ' �O ? i 7.00 PUE Access/ Utility Esmnt PARCEL 2 �osed Joint Use i`p' ��.``,�'" 00, O TL 1500 Pole 12,914 sq ft • / o -co / ,� + J� 00015-50 J�.. +fi''`r ' o ++. �+ ' o i, *0, a37.00' UE01 lr2ko 5.00'P (N 8924'00" E 163.06. ki !` / s ,1. \• _ 143.5 r". . , 19.50 PARCEL 3 x x x x 1 67,678 sq ft M cc 20.00' W I ,Pole �o TL 1400 (I ` 0 Ly09105-50 O`v P�� ��''s I v 10.00' PUE W I x ���� x o o / \ � \Q . Vault/ Transformer I) tiOfe t?O� 78E168/ 75A1606 I N y c es JP` TL 8101 ��,• �i���e �. 5�n G W 0 0 / 04 Catch Basin o a ���ep/ o I � i Rim: 490.28 �e of 3 I ( •W Pole O 09036-50 o I. .+ o;,`/ Elev: 549.77 4/ / 40 '' TL 1300 20.00' Right-of-Way01. �s/ �• ,'. .�r'�; %�r®!'�>°/� - 37.00' Right -of -Way x !(N 89624'00" E 179.50') 7.00' PUE I � TL 8201 + x \ -IIID TL 8200 )-Ww WW Clean -Out Rim: 509.28 TL 1700 Curb Inlet Rim: 541.05 C can -Out R m: 543.87 / W ww ww 4�' TL 1800 - w TL 1900 I I }I FH TL 2000 10.00' PUE "sidewalk W W W- WW Manhole Rim: 544.82 FORSYTHIA STREET Depth: 6.1 WW ww -r.t._._yw light` y 10.00' TL 1100 TL 1200 LPUE 70.00' BOOTH KELLY LOGGING ROAD i SITE ADDRESS: N/A ASSESSOR'S MAP: 18-02-05-21 TAX LOT: 8100 ERN PACIFIC 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 & O 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 f+__W_W 60.00' -RAY - WW Manhole Rim: 529.52 Depth: 7.2 SCALE 1" = 50' s 3 VICINITY MAP NOT TO SCALE 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-BUILTS. 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. tl f e- CON -Tye2 49__ 0037-. Fu �O YY►G �g of -3 M EGA & Associates, Inc. = Engineers, Geologists, and Surveyors 541-302-9830 25358 Prairie Road metroplanning.com Eugene, Oregon 97402 (541) 688-8322 Fax (541) 688-8087 Catch Basin Rim: 488.56 Elev: 549.77 H Flow WW Manhole \ 0 Rim: 489.27 i Elev: 491. Depth: 7.85 v�I to Catch Basin Rim: 489.41 I Pole ?� 1 69245-50 W Catch Basin. FH u, Rim: 489.98 Z?• a Elev:489.89 n cin m 44 Pole Pavi 02068-90 25A7642 m - 74.00' n Right -of -Way Catch Basin Rim: 489.84 STR Elev: 490.18 Catch Bastn W Rim: 490.28 �W �I 57.00' Right -of -Way LEGEND WW Wastewater line Proposed Slope Easement STR Stormwater line Water line El Slopes 15% - 25% - - - - Electric line x FencelineD� Slopes 25%- 35% FH£ Fire Hydrant Slopes greater than 35% Tree canopy per Aerial photo r - soil type HILLSIDE DEVELOPMENT OVERLAY PLAN FOR BRENELAINE INVESTMENTS, LLC NE 1/4, SECTION 5, T. 18S., R. 5W., WILLAMETTE MERIDIAN SPRINGFIELD, LANE COUNTY, OREGON DATE PREPARED: SEPTEMBER 01, 2016 SHEET 2 OF 3 ** THE BOUNDARY AND EXISTING CONDITIONS INFORMATION SHOWN HEREON HAS BEEN COMPILED FROM RECORD SOURCES AND AERIAL PHOTOGRAPHY." TL 8101 (S 89°24'00" W 342.08') I 199.00' vvvvvvvv 143.50' ° vvvvvvvvv . �vvvvvvvvv ❑ 0000 DDDDD vvvvvvvvvvvvvvvvvvvv Proposed o ❑❑ 000 DDDD vvvvvvvvvvvvvvvvvvvv I TL 1600 Building Area v 00000 ❑❑❑❑ vvvvvvvvvvvvvvvvvvvv 0 000000 DD❑❑ vvvvvvvvvvvvvvvvvvv r- b °° 10 vvvvvvvvvvvvvvvvvvvv PARCEL 00tr DD vvvvvvvvvvvvvvvvvvvvv of OD vvvvvvvVvvvVVVVVVVVvvv co 10, 002 sgftv00V �❑ vvvvvvvvvvvvvvvvvvvv ro osed °Y°Y 000000 r- V vvvvvvvvvvvvvvvvvvvv TL 15 V V v v v v v v v v v v v v v v v v Line vv 000000 6 vvvvvvvvvvvvvvvv (� N89°24'00"E14350'� 000000 �l DDvvvvvvvvvvvvvvv o DD❑❑ vvvvvvvvvvvvv ❑❑ 000000 �1 vvvvvvvvvvvvv V o DDD vvvvvvvvvvv F �e5 0 ❑ 00000 00 ❑❑❑ vvvvvvvv v / Proposed •�- 7.00'PUE es ol0 000000 of DDDD vvvvvvvv ° D ^70000 00 ❑❑❑ vvvvvvvv Building Area S PARCEL 2 0 0 0 0 0 o t 0 v v v v v v v TL 1500 bra 12,914sgft ±000' t0 DDD vvvvvvvv Pole °_._ ,,,00000 00 DDD vvvvvvvv I ' 00015-5o`oQoSP�e� oo C000O�e 00 000 D❑❑ vvvvvv t0o'�e� vvDDD 00000 000 DD vvv vvv 37.00 e vv D❑❑ 00000 00 ❑❑ vavvvv - _ 5.00'PUE lye vv DDD 00000 000 ❑❑ vvvvv 5 ne000 000 vvVvv e5 (N 89°24'00" E 163.00') � 0 0 O 0.0 O D vvvv es olo 43.50' i v.s000 19.50' PARCEL 3 ; g\©Q SAS 0 X` 67,678 sq 'bra X x ft to � --v Y J (:h ' k 0 ❑❑ vvv w vvv 00 V v q t o D vvvv o TL 1400 M ;Pole 000 ❑ vvvv 09105-500 000 vv. v v v VV I Z 10.00' 5�P o00. o v°Vv vvv PUE W "; l!�CJ o 000 Q D c'.v v v Vatjlt/ Transformer ~ Qv N 0000 v o v v 78_E168_/ 75A1606 Pole w/ light N 5 0612445 i 3P TL 8101 0000 ❑vvvvVv- 6124-0 0 00000 vvvvvv v "- A AM Rim: 491.93 Depth: 9.5 I I Pole O 09036-50 Z Elev: 549.77 H Flow (� 0 y i Elev: 491. 5 to I ?� 1 W FH 7.00'PUE Rim: 491.93 Depth: 9.5 I I Pole O 09036-50 SITE ADDRESS: PROPERTY OWNER/ APPLICANT: N/A RICHARD SORRIC BRENELAINE INVESTMENTS, LLC 1600 OAK STREET EUGENE, OR 97401 ASSESSOR'S MAP: 18-02-05-21 TAX LOT: 8100 PROJECT COORDINATOR: JED TRUETT, AICP METRO PLANNING, INC. 370 Q STREET SPRINGFIELD, OR 97477 o: 541-302-9830 C: 541-915-6458 TL 8200 70.00' �--ww wW ww ww Clean -Out C4� Rim: 509.28 / TL 1700 A\ Curb Inlet I Rim: 541.05 C can -Out Rim: 543.87 / 1' W TL 1800 - W TL 1900 110.00, PUE I - z FH TL 2000 "sidewalk W W W -t-TVU W W WW Manhole -' r 6000' Rim: 544.82 FORSYTHIA STREET� �. - Depth: 6.1 WW WW Pdw WW T WW Manhole Rim: 529.52 ew I Depth: 7.2 Pole w/ si light- L10.00' TL 1200 PUE TL 1100 TL 1000 BOOTH KELLY LOGGING ROAD THERM PACIFIC SURVEYOR: ENGINEER: RYAN M. ERICKSON, PLS SCOTT MORRIS, PE EGR & ASSOCIATES, INC A & O ENGINEERING, LLC 2535 B PRAIRIE ROAD 386 Q STREET EUGENE, OREGON 97402 SPRINGFIELD, OR 97477 541-688-8322 FAX: 541-688-8087 541-302-9790 N.•, Yt ut„a„nr wn n A-— M11.+f4,uC K. M1 V ­ It It • y A �*`r }CR •- it. T uitY Vv s ,t IJ Mut KAP ." ,• Yt SCALE 1" = 50' NOTES VICINITY MAP NOT TO SCALE 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 BUILTS. 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 DOGAMI. 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. 14) EXPANSION OF PARCEL 2 PROPOSED BUILDABLE AREA INTO AREAS EXCEEDING 15% SLOPE SHALL REQUIRE SUBMITTAL AND APPROVAL BY THE CITY OF SPRINGFIELD OF REPORTS IDENTIFIED IN SDC 3.3-530 wry - p2cU - oo \rfm ` Qi EX PPtE4:.9.29;& "/ 17 t�r rte\ M E GR & Associates, .Inc, _ Engineers, Geologists, and Surveyors 541-302-9830 2535B Prairie Road metroplanning.com Eugene, Oregon 97402 (541) 688-8322 Fax(541)688-8087 Elev: 549.77 TL 1300 • • 7.00'PUE SITE ADDRESS: PROPERTY OWNER/ APPLICANT: N/A RICHARD SORRIC BRENELAINE INVESTMENTS, LLC 1600 OAK STREET EUGENE, OR 97401 ASSESSOR'S MAP: 18-02-05-21 TAX LOT: 8100 PROJECT COORDINATOR: JED TRUETT, AICP METRO PLANNING, INC. 370 Q STREET SPRINGFIELD, OR 97477 o: 541-302-9830 C: 541-915-6458 TL 8200 70.00' �--ww wW ww ww Clean -Out C4� Rim: 509.28 / TL 1700 A\ Curb Inlet I Rim: 541.05 C can -Out Rim: 543.87 / 1' W TL 1800 - W TL 1900 110.00, PUE I - z FH TL 2000 "sidewalk W W W -t-TVU W W WW Manhole -' r 6000' Rim: 544.82 FORSYTHIA STREET� �. - Depth: 6.1 WW WW Pdw WW T WW Manhole Rim: 529.52 ew I Depth: 7.2 Pole w/ si light- L10.00' TL 1200 PUE TL 1100 TL 1000 BOOTH KELLY LOGGING ROAD THERM PACIFIC SURVEYOR: ENGINEER: RYAN M. ERICKSON, PLS SCOTT MORRIS, PE EGR & ASSOCIATES, INC A & O ENGINEERING, LLC 2535 B PRAIRIE ROAD 386 Q STREET EUGENE, OREGON 97402 SPRINGFIELD, OR 97477 541-688-8322 FAX: 541-688-8087 541-302-9790 N.•, Yt ut„a„nr wn n A-— M11.+f4,uC K. M1 V ­ It It • y A �*`r }CR •- it. T uitY Vv s ,t IJ Mut KAP ." ,• Yt SCALE 1" = 50' NOTES VICINITY MAP NOT TO SCALE 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 BUILTS. 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 DOGAMI. 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. 14) EXPANSION OF PARCEL 2 PROPOSED BUILDABLE AREA INTO AREAS EXCEEDING 15% SLOPE SHALL REQUIRE SUBMITTAL AND APPROVAL BY THE CITY OF SPRINGFIELD OF REPORTS IDENTIFIED IN SDC 3.3-530 wry - p2cU - oo \rfm ` Qi EX PPtE4:.9.29;& "/ 17 t�r rte\ M E GR & Associates, .Inc, _ Engineers, Geologists, and Surveyors 541-302-9830 2535B Prairie Road metroplanning.com Eugene, Oregon 97402 (541) 688-8322 Fax(541)688-8087 Catch Basin �; Right -of -Way Rim: 488.56 Pole w/ light M 06124-45 — 25A7370 20.00' + o o ° N O 0 ❑ vvv , I Around Easement I o 370 Q STREET Flow (� Elev:491. 5 EUGENE, OREGON 97402 vvvv L— 50' ( Io TL 1400 541-688-8322 FAX: 541-688-8087 WW Manhole \ Rim- 489.27 o o Depth: 7.85 SNI O� Catch Basin, v —_---- z Rim: 489.41 i Pole 20, j 69245-50 I— I 05\ t Catch Basin 0000 v°:°v Cn Rim: 489.98 i tt- W I "' �� Elev:489.89 �a� 0 0 0 0❑ v 5 v v eQ� cs Vault! Transformer CJQ� N tea O O O O v v v v Go��'`rg LO I ( 78E168/75A1606 I� o TL 8101 o 44 Pole Pavi 02068-90 25A7642 000000 ❑°❑ v W N `r 74.00' y I Catch Basin Right -of -Way Catch Basin I Rim: 489.84 s Elev: 490.18, Catch Basin Rim: 490.28 57.00' �; Right -of -Way 7 Pole w/ light M 06124-45 — 25A7370 20.00' + o o ° N O 0 ❑ vvv , I Around Easement I o 370 Q STREET Flow (� Elev:491. 5 EUGENE, OREGON 97402 vvvv L— 50' ( Io TL 1400 Rim: 491.93 Depth: 9.5 i LEGEND Ww Wastewater line 22 Proposed Slope Easement STR Stormwater line Waterline El Slopes 15% - 25% — — -- — Electric line x Fenceline ❑� Slopes 25%- 35%° FH Fire Hydrant Slopes greater than 35% Tree canopy per Aerial photo -soil type A' FUTURE DEVELOPMENT PLAN FOR BRENELAINE INVESTMENTS, LLC NE 1/4, SECTION 5, T. 18S., R. 5W., WILLAMETTE MERIDIAN SPRINGFIELD, LANE COUNTY, OREGON DATE PREPARED: SEPTEMBER 01, 2016 SHEET 3 OF 3 ** THE BOUNDARY AND EXISTING CONDITIONS INFORMATION SHOWN HEREON HAS BEEN COMPILED FROM RECORD SOURCES AND AERIAL PHOTOGRAPHY."# TL 8101 (S 89°24'00" W 342.08') 00u,19900' vvvvvvvv 143.50' ° vvvvvvvvv . vvvvvvvvv ❑ 0000 0000❑ vvvvvvvvvvvvvvvvvvvv 110 ❑❑ 000 000�1�VVVVVVVVVVVVVVVV vvvvvvvvvvvvvvvvvvvv ( TL 1600 V 00000 0000vvvvvvvvvvvvvvvvvvv vv 000000 ❑❑❑❑vvvvvvvvvvvvvvvvvvv i00 o V V VV PARCELI 00;� 0❑ vvvvvVVVVVVVVvvvvvvvv 1fl,0025gft atOOa) 00 vvvvvvvvvvvvVVVVVvvvav VVVOOC+ A0 vvvvvvvvvvvvvvvvvvvv Proposed oWW Line v 000000 0 °vvvvvvvovvavvvvvvvv TL 15 r V V V v v v v v v v v v v v v v v v v 000000 rn v vvvvvvvvvvvvvvv / N89°24'00"E14350'� 000000 �1 007vvvvvVVVVVvvvv ❑0❑❑ vvvvvvvvvvvvv v ❑0 000000 1 ❑❑❑ vvvvvvvvvvvvv vvv❑ 00000 00 ❑❑0 °°vv vvvvvvvv / proposed S o0 000000 MI j I–•— 7.00'PUE e v❑ o ❑ 0❑❑ v° Conceptual �pQ �5 70000 O vV Building Area S PARCEL 2 0 0 0 0 0° 1 0 °°° v v Parcel 2 TL 1500 bra 12,914 sq ft 1 O O 0 � 0 ° ° ° ° ° ° 41,803 sq ft Pole 000a 00 0 0❑ V V V� 21 00015-50 °00 0°00°(6 00 000 vvvvvvvv i vvvvvvv ❑❑ 00000_ 00 000 vvvvvvv vv0❑0 00000 000 ❑❑ vvvvvv 37.00' vv 000 00000 00 00 vvvvvv I 5.00'PUE VV ❑❑❑ 00000 000 00 vvvvv S — ee000 000 °°°°° es (N 89°24'00" E 163.00') O O O.O OD ° v v v vv es �°lo R= 30' � VV000 19.50' 143.50' i _ PARCEL 3 S\09r1 o X 67 678 sq ft bra — 50_ _ J / I rn i W PROJECT COORDINATOR: (� x x ENGINEER: C u o o r Conceptual Emergency Turn- I, M RYAN M. ERICKSON, PLS — `� 20.00' + o o ° N O 0 ❑ vvv , I Around Easement I o 370 Q STREET 2535 B PRAIRIE ROAD 386 Q STREET EUGENE, OR 97401 SPRINGFIELD, OR 97477 EUGENE, OREGON 97402 vvvv L— 50' ( Io TL 1400 541-688-8322 FAX: 541-688-8087 541-302-9790 Pole 09105-50 ❑ vvvvv \ R= 30� I O O O v v v o o O� v —_---- z 1PUE O ® A ❑ 4v�° v 80' 20, j I— 05\ t x -- 0000 v°:°v ( i W I "' �� 0 �a� 0 0 0 0❑ v 5 v v eQ� (I I Vault! Transformer CJQ� N tea O O O O v v v v Go��'`rg LO I ( 78E168/75A1606 — o TL 8101 o O O A O ® ❑ vv v v v° v )p0 21' ----- --- Z 0 000000 ❑°❑ v W N `r Catch Basin 0 0 v 0000000 ° ° ° o 40' I = f' IRim:490.28 I 0 X o 00000000 ° ° ° ° v v v 26.00' o U) 000 000 00000VV R= 0 WW _ 0 �I Z l Elev 5 9.77 0000000000 00 v °'v 0000000000 13 00' Conceptual ° i i 0000000000 0000000000 Parcel 1 vvv ---� 0000000000 24,4sgft 06vvvvvvvv ° OOOOo0000C6VVVV 0 vvvvvv`V__V_7- x 000000000000000 ° ❑ vvvvvvvvv —W 0000000000000000 vvvvv VV 000000000000000000 0 v v v v v v v 000000000000000000 v vvv v ° ° ° TL 1300 �I 20.00' Right -of -Way 0000000000000000000 ❑ ❑ 000000 00,01 0000 ❑❑ V ( i 0000 0000000000000000 ❑❑ Aft 37.00' Right -of -Way x x (N 89°24'00" E 179.50') }-�— I 7.00' PUE + x Pole O TL 8201 09036-50 TL 8200 V] )_WW WW WW WW Clean -Out Rim: 509.28 / TL 1700 Curb Inlet Rim: 541.05 C can -Out Rim: 543.87 / TL 1800 000 �pJ T_ TL 2000 W TL 1900 10.00' 3 PUE tW W W W WW Manhole 60.00' Rim: 544.82 FORSYTHIA STRR w — —� Depth: 6.1 fW %PjW WW WWWW Manhole TVDepth: Ri 529isidewalk �I7.2 light_ 10.00' TL 1200 PUE TL 1100 TL 1000 70.00' BOOTH KELLY LOGGING ROAD I. l SO THERM ACIFiC SITE ADDRESS: PROPERTY OWNER/ APPLICANT: PROJECT COORDINATOR: SURVEYOR: ENGINEER: NIA 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 ASSESSOR'S MAP: 18-02-05-21 TAX LOT: 8100 - s f Aa,tt Tt a,v+ St t p � al"cf,ins Wn) ' r n ,• S 9 ; �i5 £ i M.11 )1 Alrtyul♦IS � "watt ti( + ' - t.1 yl I /J rFYr "nom +t u Tr SCALE 1" = 50' VICINITY MAP NOT TO SCALE 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 BUILTS. 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 DOGAMI. 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. M p� EGR & Associates, Inc. Engineers, Geologists, and Surveyors 541-302-9830 2535E Prairie Road metroplanning.com Eugene, Oregon 97402 (541) 688-8322 Fax (541) 688-8087