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Home My WebLink AboutPlat, Partition PLANNER 2/7/2019FH mmm■ ■ MAIN SST�REETVICI (j�TYMAPS• A STREET NOT TO SCALE = EXISTING LTD TRANSIT STOPS —w —w w _w MAP OLYMPIC STREET o pI ;. FEB 0 7 2010 Lv O Z P_1� LEGE,N EXISTING WASTEWATER MANHOLE X G�'� tri m N =, _ 4 k I .°1 'r, t1°�' x N T POWER POLE N __1�--.0. R� T H MAIN SST�REETVICI (j�TYMAPS• A STREET NOT TO SCALE = EXISTING LTD TRANSIT STOPS —w —w w _w MAP o pI ;. FEB 0 7 2010 Lv O Z P_1� LEGE,N EXISTING WASTEWATER MANHOLE X G�'� N T_:� =, _ 4 k I .°1 'r, t1°�' x y6 EXISTING POWER POLE N __1�--.0. R� T H 'A' S T R E E T WATER LINE (SIZE AS NOTED) oHw 9i 41 40:0' 46> 3 467.487 3it `L EXISTING CONCRETE SURFACE %N72 EXISTING X'o 6" EXISTING DECIDUOUS TREE TO REMAIN HYDRANT ooi X 6" EXISTING TO REMAIN CONIFEROUS TREE (SIZE AS NOTED) UNLESS OTHERWISE NOTED G e" EXISTING PALM TREE TO REMAIN (SIZE AS o X7.3 •'t ; t'. , , �','ke'�.y� � ;'�(�i,L�t,. ^ ••�°�G .'6. ,.^�' • 8. `° 3 —468----- 468 MAP 17-03-36-32 TAX LOT 2601 NOTES: 1. NO WATER QUALITY LIMITED WATERCOURSES ARE LOCATED IN THE VICINITY OF THE SUBJECT SITE PER THE CITY OF SPRINGFIELD WATER QUALITY LIMITED WATERCOURSES MAP DATED JANUARY 26, 2016. 2;. THE SUBJECT PROPERTIES ARE LOCATED WITHIN "ZONE X — AREAS DETERMINED TO BE OUTSIDE OF 500—YEAR FLOOD" PER FLOOD"INSURANCE RATE MAP N0: 41039C 1142F, BEARING AN EFFECTIVE DATE OF JUNE 2, 1999. i 3:. ENTIRE SITE FALLS WITHIN TIME OF TRAVEL ZONE "TIME OF CONCENTRATION (99—YR TOT)" FOR THE "16TH & Q" WELL :SITE PER THE CITY OF SPRINGFIELD WELLHEAD PROTECTION AREAS MAP DATED JANUARY 2013. PER THE USDA SOIL SURVEY OF LANE COUNTY, OREGON, THE ENTIRE SITE IS COMPRISED OF SOIL TYPE 76 — MALABON—URBAN LAND COMPLEX WITH A DEPTH TO HIGH WATER TABLE OF GREATER THAN 6.0 FEET. ELEVATION NOTE: ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF SPRINGFIELD BENCHMARK NO. 220, A SQUARE CHISELED IN THE TOP BACK OF CURB AT ONE—HALF WAY POINT IN CURB RETURN AT NW CORNER OF INTERSECTION OF 16TH STREET AND B STREET. ELEVATION = 466.01 (NAVD. '88) inti_ Il M EXISTING UTILITY LOCATIONS SHOWN HEREON ARE BASED ON A COMBINATION OF FIELD SURVEY OF OBSERVABLE EVIDENCE, UTILITY LOCATION PAINT MARKINGS, UTILITY COMPANY MAPS AND CITY OF SPRINGFIELD INFORMATION, AND ARE SUBJECT TO FIELD VERIFICATION. I EXISTING 7.00' PUBLIC UTILITY EASEMENT 1 S 468.07 et ." X • � °� ' ' •467.9 X ' 1 MAP 17-03-36-31 TAX LOT 4603 i '44 Wxw 108.39'i PP k O a v, 4 � 04 W Iv` MAP 17- -36-31 TAX LOT Q0'14 •; ';` . . OX487.72 e EXISTING 14.00' PUBLI, WW � ww— ww ww ww— ww --- ww t 7" cx SAN SEW ..EI ENT --'moo'° `16$ N 89'50'44" E 108.36' 5. PER THE CURRENT CITY OF SPRINGFIELD ZONING MAP, THE SUBJECT PROPERTIES ARE ZONE 'LDR LOW DENSITY RESIDENTIAL'. WITH THE EXCEPTION OF ADJACENT TAX LOT 2601 TO THE WEST WHICH IS DESIGNATED COMMERCIAL & LOW DENSITY RESIDENTIAL AND CURRENTLY ZONED 'HDR — HIGH DENSITY RESIDENTIAL', AND ADJACENT TAX LOT 4702 TO THE SOUTH WHICH IS DESIGNATED COMMERCIAL & LOW DENSITY RESIDENTIAL AND CURRENTLY SPLIT—ZONED 'CC — COMMUNITY COMMERCIAL' AND 'LDR — LOW DENSITY RESIDENTIAL', ALL PROPERTIES WITHIN 100 FEET OF THE SUBJECT SITE ARE DESIGNATED LOW DENSITY RESIDENTIAL AND CURRENTLY ZONED 'LDR — LOW DENSITY RESIDENTIAL'. T�k" CON pa,4ibAm 1'�ob z a S 0) O r- MAP 17-03-36-31 I TAX LOT 4602 1 EXISTING 7.00' PUBLIC UTILITY EASEMENT 3 00 S 89'50'44" W 80.00' w OHW OHW— \ ,orjw— oHw--� oHw Pp 487.5X 7" TREEu `: TO BE REMOVED 3 �i ,. Lo x�G to CO 01+'8 13 MAP 17-03-36-31 TAX LOT 4702 30' PA I NG 25' POW �Io: z I^ 6. THE EXISTING DWELLING SHOWN HEREON IS PROPOSED TO REMAIN. SAID DWELLING IS CURRENTLY UNDER RESIDENTIAL USE, AND IS PROPOSED TO REMAIN IN SUCH USE. SAID DWELLING COMPLIES WITH THE MINIMUM 18 FOOT SETBACK FOR GARAGES/CARPORTS, MINIMUM 10 FOOT FRONT YARD, MINIMUM 10 FOOT REAR YARD, AND MINIMUM 5 FOOT INTERIOR YARD SETBACKS PER SDC 3.2-215 FOR PROPERTIES ZONED 'LDR — LOW DENSITY RESIDENTIAL'. O� C 0) co N o pI ;. FEB 0 7 2010 Lv Original Submial ® LEGE,N EXISTING WASTEWATER MANHOLE X G�'� N T_:� —ww-- ww_ 3 Ld I .°1 'r, WATER METER NDry° EXISTING POWER POLE app EXISTING I _w _w — EXISTING WATER LINE (SIZE AS NOTED) oHw EXISTING 40:0' 1h 3 NATURAL GAS LINE 3it `L EXISTING CONCRETE SURFACE a EXISTING X'o 6" EXISTING DECIDUOUS TREE TO REMAIN (SIZE AS NOTED) 6" EXISTING TO REMAIN CONIFEROUS TREE (SIZE AS NOTED) UNLESS OTHERWISE NOTED G e" EXISTING PALM TREE TO REMAIN (SIZE AS o N MAP 17-03-36-31 `° 3 to a TAX LOT 4701 ��M b z 3 z10.30' EXISTING g4620' .`. HOUSE o 9. .w Row 20' Ro X pry. TO REMAIN '� to wM I 1872 SQ FT 4.0' K `. �Y�. 78•� 1�3 I �'•. 06 F- EXIS'�INC�`t:''y� IV ww— ww— ww Q:::R rhAAit ;' V v : HEAT PUMP 24.0' ' '' ' ':;. 294fi6:•..:.;:: ' •: �A �• k N Lo ONW"'•_ oyg 9rO o� ,� pts// n �� OHW 488.29 X O N 89'50'44" E 80.00' P :. MAP 17-03-36-31 TAX LOT 4702 30' PA I NG 25' POW �Io: z I^ 6. THE EXISTING DWELLING SHOWN HEREON IS PROPOSED TO REMAIN. SAID DWELLING IS CURRENTLY UNDER RESIDENTIAL USE, AND IS PROPOSED TO REMAIN IN SUCH USE. SAID DWELLING COMPLIES WITH THE MINIMUM 18 FOOT SETBACK FOR GARAGES/CARPORTS, MINIMUM 10 FOOT FRONT YARD, MINIMUM 10 FOOT REAR YARD, AND MINIMUM 5 FOOT INTERIOR YARD SETBACKS PER SDC 3.2-215 FOR PROPERTIES ZONED 'LDR — LOW DENSITY RESIDENTIAL'. O� C 0) co N 4.0' SIDEWALK REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 1 1 , 2000 MICHAEL R. DAHRENS 60052 RENEWS: 12-31-2019 SITE ASSESSMENT OF EXISTING CONDITIONS FOR: BOB TATE SITE ADDRESS: 170 16TH STREET IN THE SW 1/4 OF SECTION 36, T17S, R3W, W.M. SPRINGFIELD, LANE COUNTY, OREGON JOB NO. 17-7493 ._ 12/13/18 Date Received FEB 0 7 2010 Original Submial ® LEGE,N EXISTING WASTEWATER MANHOLE X EXISTING FENCE LINE —ww-- ww_ EXISTING, WASTEWATER PIPE []WM EXISTING WATER METER '0�pp EXISTING POWER POLE app EXISTING POWER POLE W/STREET LIGHT _w _w — EXISTING WATER LINE (SIZE AS NOTED) oHw EXISTING OVERHEAD WIRES) Gm— EXISTING NATURAL GAS LINE EXISTING CONCRETE SURFACE a EXISTING GRAVEL SURFACE 6" EXISTING DECIDUOUS TREE TO REMAIN (SIZE AS NOTED) 6" EXISTING TO REMAIN CONIFEROUS TREE (SIZE AS NOTED) UNLESS OTHERWISE NOTED G e" EXISTING PALM TREE TO REMAIN (SIZE AS NOTED) 4.0' SIDEWALK REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 1 1 , 2000 MICHAEL R. DAHRENS 60052 RENEWS: 12-31-2019 SITE ASSESSMENT OF EXISTING CONDITIONS FOR: BOB TATE SITE ADDRESS: 170 16TH STREET IN THE SW 1/4 OF SECTION 36, T17S, R3W, W.M. SPRINGFIELD, LANE COUNTY, OREGON JOB NO. 17-7493 ._ 12/13/18 —w —w —w —w —w —w —w APPLICANT: BOB TATE P.O. BOX 26423 EUGENE, OR 97402 UTILITY NOTE: OWNER OF TAX LOT 4700: JEAN TATE 1375 OLIVE STREET EUGENE, OR 97401 EXISTING UTILITY LOCATIONS SHOWN HEREON ARE BASED ON A COMBINATION OF FIELD SURVEY OF OBSERVABLE EVIDENCE, UTILITY LOCATION PAINT MARKINGS, UTILITY COMPANY MAPS AND CITY OF SPRINGFIELD INFORMATION, AND ARE SUBJECT TO FIELD VERIFICATION. MAP 17-03-36-31 TAX LOT 4603 EXISTING 7.00' PUBLIC UTILITY EASEMENT PROPOSED 20' PRIVATE JOINT USE ACCESS EASEMENT TO THE BENEFIT OF PARCELS 1 & 2 OWNERS OF TAX LOT 4701: ROBERT W. & SHARON L. TATE 465 WILKES DRIVE EUGENE, OR 97404 LINE DATA TABLE L1 N 89'50'44" E 13.09' L2 S 31'54' 17" E 26.50' L3 S 00'06'43" E 15.34' L4 S 00'06'43" E 15.34' <<� MAP 17-03-36-31 TAX LOT 4602 EXISTING 7.00' PUBLIC UTILITY EASEMENT PROPOSED 20' FIRE "s - SSW is SSW ENGINEERS INC. MICHAEL R. DAHRENS, PLS 2350 OAKMONT WAY, SUITE 105 EUGENE, OR 97401 a W 0 n 0 o: a. A w w> �o M L J X �0 -0 _,i o z N 0 R T H 'A' S T R E E T AccEss EASEMENT —CL— — — — :. PP S 894}4" W, 108.39' _ pp S 89`50'44" W, 80.00' 3 CD OHW OHW �, 0 —0 HWI OHW I PP REQUIRED 7.00' PUBLIC • ° gam: Q. .• Cl UTILITY EASEMENT ° e �i ;, e Q w' m N Al 4` N z .�' cV } 0\,4 J —� a a IP 17e—i�3�J�.� a 0 �i o . �j' '3 Y n' �:I—i.g TO BE REM 4' ¢ �I PROPOSED 26' > \' m "� �? �' �=',n o c� o . 6 's' o o 672' TO EXISTING HYDRANT DRIVEWAY •L1, \• a. TAX, 'L�� 4700° & "' a _ _, 0 0 FH a � � 0 0 en o c� 0-PROPOSEfl ' /off 3.8' CLEAR BTWN. MAIL 1 ' cw . .\ ° �: , . :� .a ¢ a.. �,..'� a F113E HYDRANT . °� BOXES & DRIVEWAY 42.00' 12.00' 20.00' z ADU cl a 0' 22.00' b 400 SQ FT a . PROPOSED MAILBOXES (4) FOR FUTURE DWELLINGS ON PARCELS 1 & 2; X o (— ADDITIONAL CONCRETE SIDEWALK PROPOSED TO PROVIDE MAXIMUM POSSIBLE �� ; S • is \'' "' 20.00' HOUSE GARAGE o 1 BED off.. • C� ' 1395 SQ FT o 1 BATH p 4.5' WIDE PEDESTRIAN CLEARANCE BEHIND MAILBOXES WHILE REMAINING • ' ! ?r' W WITHIN PUBLIC STREET RIGHT-OF-WAY LINES. \� is�j, o 3 BED N 0 oN , N .. ' 1 i �,1,� ' ' GARAGE 2.5 BATH 30.0' PROPOSED PRIVATE STORM_ - �� `' . \.•. c° 10.0' a bli DRAINAGE EASEMENT TO THE � `''• •••° N MUTUAL BENEFIT OF PARCELS 1 & 2 p " e ' ° 8699 $F / .. `- REQUIRED 7.00' (DENOTED BY CROSS -HATCH) N �: ' /.' F ` 4 j 40'0 12so' PUBLIC UTILITY 3 3 �- \ 20.00' EASEMENT --I 8.50' II II w 19.50' \ %� %' ADU o \. S: ,o a MAP 17-03-36-32 5 c� .: S., ?�, 0 400 SQ Fr N17-03-36-31 _ _ PARCEL 3 I o 3 0 ►� o o z ?• %y N 1 BED o ( MAP 17 03 36 31 9,600 SF a TAX LOT 2500 N GARAGE 1 BATH` o TAX LOT 4701�' `.' < 13 coo \ I02", p ON d \\' f 16.0' N N 16.8x' = \ PARCEL 2 10.30' EXISTING , k 20' ROW 20 ROW 00 12.00' 20.00' \ \ HOUSE s PROPOSED 5' X 25.33' \ \ 6306 SF I TO REMAIN toy wM PRIVATE PARKING EASEMENT HOUSE OVER PARCEL 1 TO THE 1395 SQ FT o GARAGE 400 ADU FT \ \ \ \ 1872 SQ FT 4.0' �I lAK = BENEFIT OF PARCEL 2 3 BED ,� N 1 BED \ I I ' . 2.5 BATH1 BATH 6TH \ \ ; •' `: 0 170 1 c? F- \ STREET 3 .. \x 28.00'00 .15 0 211, wV!W wW WW--ww —_ V11Yi2 ` ',y,, :c•M1' ZI a f... `. \ wW- ww— ww' t`;;.:•r.; �G� t3 z 6 3" 17" EXISTING 14.00' PUBLIC SAN SEWER EASEMENT MAP 17-03-36-32 TAX LOT 2601 - N 89'50' " E, 108.36' PROPOSED PARCEL 1 PROPOSED 14' WIDE WASTEWATER PRIVATE WASTEWATER CONNECTIONS EASEMENTS PROPOSED PARCEL 2 WASTEWATER CONNECTION PROPOSED ADDITIONAL PARCEL 1 WASTEWATER CONNECTION NOTES: MAP 17-03-36-31 1. NO CITY LIMITS, URBAN GROWTH BOUNDARY, SPECIAL SERVICE DISTRICT, OR RAILROAD TAX LOT 4702 RIGHT-OF-WAY BOUNDARIES CROSS OR ABUT THE SUBJECT SITE. 2. THE SUBJECT PROPERTIES SHOWN HEREON REPRESENT ALL CONTIGUOUS PROPERTY OWNED BY THE PARTIES REFERENCED HEREON. 3. EXISTING LOW PRESSURE 'SODIUM-VAPOR STREET LIGHTS ARE SHOWN HEREON. NO NEW STREET LIGHTS ARE PROPOSED. 4. THE ADJACENT PORTIONS OF A STREET AND 16TH STREET ARE FULLY IMPROVED AS SHOWN HEREON. NO NEW STREETS OR PUBLIC RIGHT-OF-WAY DEDICATIONS ARE PROPOSED. 5. EXISTING FIRE HYDRANTS, POWER POLES, TRANSFORMERS, AND OTHER SIMILAR PUBLIC FACILITIES ARE SHOWN HEREON. NO NEW IMPROVEMENTS OF THIS NATURE ARE PROPOSED, WITH THE EXCEPTION OF THE PROPOSED FIRE HYDRANT NEAR THE NORTHEAST CORNER OF PARCEL 3 AS SHOWN HEREON. NO TRAFFIC CONTROL IMPROVEMENTS OR NEIGHBORHOOD MAILBOX UNITS EXIST IN THE VICINITY OF THE SUBJECT PROPERTY, NOR ARE ANY PROPOSED. — _ HEAT 0 PUMP 24.0' ,.29iV.•". W O? OHW PP I :, N 89'50'44" E. 80.00' — 1 30' PAVING PROPOSED 7.00' SUB ELECTRIC EASEMENT 25' ROW (CONTINUES NORTHWESTERLY, j CENTERED ON SOUTHEASTERLY I c� PORTION OF LINE BETWEEN N PARCELS 1 & 2) z a 0 6. EXISTING AND PROPOSED DRIVEWAYS ARE AS SHOWN HEREON. 7. NO EXISTING TRANSIT FACILITIES ARE LOCATED IN THE IMMEDIATE VICINITY OF THE SUBJECT PROPERTY. THE NEAREST LTD BUS STOP IS LOCATED ON MAIN STREET BETWEEN 15TH & 16TH STREETS. NO NEW TRANSIT FACILITIES ARE PROPOSED. 8. EXISTING PUBLIC SIDEWALKS ARE AS SHOWN HEREON. NO PEDESTRIAN ACCESS WAYS OR BIKE TRAILS ARE LOCATED IN THE VICINITY OF THE SUBJECT PROPERTY. NO NEW SIDEWALKS, PEDESTRIAN ACCESS WAYS OR BIKE TRAILS ARE PROPOSED. 9. NO STREET TREES CURRENTLY EXIST ADJACENT TO THE SUBJECT PROPERTY. NO NEW STREET TREES ARE PROPOSED. 0) rn to NI (N 1 41 NORTH SCALE, 1 " = 20 FT 0 10 20 40 PROPOSED MAILBOXES (2) FOR EXISTING AND FUTURE DWELLINGS ON PARCEL 3. ADDITIONAL CONCRETE SIDEWALK PROPOSED TO MAINTAIN EXISTING 4.0' SIDEWALK WIDTH f MINIMUM ALLOWABLE 4.0' WIDE PEDESTRIAN CLEARANCE BEHIND MAILBOXES; EXISTING 4' TALL CHAIN-LINK FENCE TO BE REMOVED & RELOCATED AS NECESSARY. 4.0' SIDEWALK REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 1 1 , 2000 MICHAEL R. DAHRENS 60052 RENEWS: 12-31-2019 co C7 �, ( PI - Q: LAND DIVISION TENTATIVE PLAN FOR: BOB TATE SITE ADDRESS: 170 16TH STREET IN THE SW 1/4 OF SECTION 36, Tl 7S, R3W, W.M. SPRINGFIELD_ I ANF rnt INTY 0PP*r.nN INC IN CIVIL STRUCTURAL BUILDINGDESIGN SURVEYING a LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 JOB NO. 17-7493 1/28/19 ®I LEGEND EXISTING WASTEWATER MANHOLE X EXISTING . FENCE LINE — ww— ww— EXISTING WASTEWATER PIPE OwM EXISTING WATER METER OPP EXISTING POWER POLE PP EXISTING POWER POLE W/STREET LIGHT (LOW PRESSURE SODIUM-VAPOR LAMPS) — w — w — EXISTING WATER LINE (SIZE AS NOTED) OHW— EXISTING OVERHEAD WIRE(S) GAS EXISTING NATURAL GAS LINE EXISTING CONCRETE SURFACE �. 6" EXISTING DECIDUOUS TREE TO REMAIN (SIZE AS NOTED) - 6" EXISTING CONIFEROUS TREE (SIZE AS NOTED) TO REMAIN UNLESS OTHERWISE NOTED s" EXISTING PALM TREE TO REMAIN (SIZE AS NOTED) —ww ww_ PROPOSED WASTEWATER PIPE s • . 4 .4 y PROPOSED GRAVEL SURFACE PROPOSED CONCRETE SURFACE DENOTES LIMITS OF PROPOSED PRIVATE / STORM DRAINAGE EASEMENT TO THE MUTUAL BENEFIT OF PARCELS 1 & 2 AS SHOWN AND NOTED HEREON PROPOSED MAILBOXES (2) FOR EXISTING AND FUTURE DWELLINGS ON PARCEL 3. ADDITIONAL CONCRETE SIDEWALK PROPOSED TO MAINTAIN EXISTING 4.0' SIDEWALK WIDTH f MINIMUM ALLOWABLE 4.0' WIDE PEDESTRIAN CLEARANCE BEHIND MAILBOXES; EXISTING 4' TALL CHAIN-LINK FENCE TO BE REMOVED & RELOCATED AS NECESSARY. 4.0' SIDEWALK REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 1 1 , 2000 MICHAEL R. DAHRENS 60052 RENEWS: 12-31-2019 co C7 �, ( PI - Q: LAND DIVISION TENTATIVE PLAN FOR: BOB TATE SITE ADDRESS: 170 16TH STREET IN THE SW 1/4 OF SECTION 36, Tl 7S, R3W, W.M. SPRINGFIELD_ I ANF rnt INTY 0PP*r.nN INC IN CIVIL STRUCTURAL BUILDINGDESIGN SURVEYING a LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 JOB NO. 17-7493 1/28/19 ®I 615x x61? V V \ G 467. •..467.32 TABLE OF AREAS 2544 SQUARE FEET PARCEL 1: ROOF AREA 7:.. ,. .. .. .. ',.. IMPERVIOUS AREA 1461 SQUARE -w -w ROOF AREA 1777 SQUARE -w -w^off PERVIOUS AREA 6 1 SQUARE FEET TOTAL AREA 6699 SQUARE FEET z Z IMPERVIOUS AREA 1015 467.57(E) 0 Q 9q ' ,g, 467.46iC(E) CK - O N ^b1 - 011 - -X _�^56 4fi7.32 x X (0 FEET TOTAL AREA "N-0 R T H 'A' S T R E E T 100% h9 61 S ph�G �67 INFILTRATION VEGETATED PLANTER PARCEL 1 & 2 PLANTER = MIN. 115 SF p�G 61 61 fia 672' TO y6 PROPOSED 26 464.40 X X X -X X X �1, EXIS NG, HYDRANT x61' DRIVEWAY 615x x61? V V \ G 467. •..467.32 TABLE OF AREAS 2544 SQUARE FEET PARCEL 1: ROOF AREA 2512 SQUARE IMPERVIOUS AREA 1461 SQUARE FEET ROOF AREA 1777 SQUARE FEET PERVIOUS AREA 3461 SQUARE FEET TOTAL AREA 6699 SQUARE FEET PARCEL 2: IMPERVIOUS AREA 1015 SQUARE IMPERVIOUS AREA 1299 SQUARE FEET ROOF AREA 1537 SQUARE FEET PERVIOUS AREA 3471 SQUARE FEET TOTAL AREA 6306 SQUARE FEET PARCEL 3 TOTALS: 22% 27% 52% 100% 21% 24% 55% 100% IMPERVIOUS AREA 2544 SQUARE FEET 26% ROOF AREA 2512 SQUARE FEET 26% PERVIOUS AREA 4545 SQUARE FEET 47% TOTAL AREA 9600 SQUARE FEET 100% PARCEL 3 EXISTING: ww ww- PROPOSED WASTEWATER PIPE - ST Sr - IMPERVIOUS AREA 1015 SQUARE FEET 11% ROOF AREA 1872 SQUARE FEET 19% PERVIOUS AREA 6714 SQUARE FEET 70% TOTAL AREA 9600 SQUARE FEET 100% I ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF SPRINGFIELD BENCHMARK NO. 220, A SQUARE CHISELED IN THE TOP BACK OF CURB AT ONE-HALF WAY POINT IN CURB RETURN AT NW CORNER OF INTERSECTION OF 16TH STREET AND B STREET. ELEVATION = 466.01 (NAVD '88) UTI LITY NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE BASED ON A COMBINATION OF FIELD SURVEY OF OBSERVABLE EVIDENCE, UTILITY LOCATION PAINT MARKINGS, UTILITY COMPANY MAPS AND CITY OF SPRINGFIELD INFORMATION, AND ARE SUBJECT TO FIELD VERIFICATION. MAP 17-03-36-31 TAX LOT 4603 MAP 17-03-36-31 TAX LOT 4602 . 61? 48T N 89'50'44" E n L2 S 31'54' 17" E 26.50' L3 S 00'06'43" E F L4 4 i J I i 467.25 467.47(E) EXISTING NATURAL GAS LINE EXISTING CONCRETE SURFACE X467.23TC EXISTING TOP OF CURB ELEVATION X466.73 EXISTING SPOT ELEVATION ww ww- PROPOSED WASTEWATER PIPE - ST Sr - PROPOSED STORMWATER WATER PIPE 0 D PROPOSED GUTTER DOWNSPOUT - - PROPOSED STORMWATER FLOW DIRECTION PROPOSED 20' FIRE I -- x61y,6� INFILTRATION VEGETATED PLANTER(S) 467.13 PROPOSED GRADE 467.35(E) MATCH EXISTING GRADE ' g ACCESS EASEMENT PROPOSED CONCRETE SURFACE W y W h9 61 S 89'50'44" W 108.39' INFILTRATION VEGETATED PLANTER PARCEL 1 & 2 PLANTER = MIN. 115 SF PARCEL 3 PLANTER = MIN. 68 SF S 89'50'44" W 80.00' 467.73 (REFER TO SEPARATE STORMWATER ANALYSIS 464.40 X X X -X X X DENOTES PROPOSED LOCATION OF STORMWATER TREATMENT USING STORMTECH 4688 467.87 X X •' .•• 468.62 _ `• •. 6x °� �',� q. e ;� N X8.57 488.17 484.54 0 W�� , :X. ,1.,,1•ii L1.(•.4.... �� . yy i Z `4se:o� 468.56 • • .,d c AP :� 7.: 03-36-3�i� - ti;� o '`' . '•� ` I:.' -t a .•x�? b• LOT 4700 N w d :a . o w ' . z ' C c> 0. =i S,.. :z..'' :cti''n vr. •• : -7.50 a '�. ' ' 467.50 46i.3a': o Z: W O m d, ap C9 U 467.67 • ,468.06 ` . 1' /! . • �•` d67.9Q 469.40 468.53 489.02 a 0_ O CJ n-; Q �,. 468.34 ZO CJ . .... 5487.70. • p,•. 4C . • ( • : \,�' .'' ,y M467.76 . DS ST ST ST Sf DS as6.3G At ' • ' 20.00 DS FH 417 4. 488.0 42.00' X 1 12.00' 467.62 M-19l9ao3"P� 8 e `6 ( 01, x`01 487.13 N 89'50'44" E n L2 S 31'54' 17" E 26.50' L3 S 00'06'43" E F L4 4 i J I i 467.25 467.47(E) EXISTING NATURAL GAS LINE . 45 e6 } } ADU PROPOSED 61 W s 467.75 W�'i • r .' +' �, CD 22.00' HOUSE } x �� O FIRE HYDRANT GARAGE 400 SQ FT 3 -468 4fi6.3o(� �•`. 20.00' 1395 SQ FT 1 - s--------- O -X x5 - - 466.76 488.69 3 BED g 1 BED 467.73 0 { � x66 6y , '- - - - - - - - - - ------- � p BATH cV R 5 x66 .••. :. :+1;.,..:':.'� GARAGE 6 2. BAT N tJ pp, N 3 MATCH �A w n H 1 y 467.33 l,: EXISTING 467.83 468.30 ,. '• . , �' ,. \ IIp DS .p ..� 1j 1 \ \ \ V_bpb6 467.67 467.50 ) y ( G w� N 0 �� c.. 469.44 \\ 40.0 10h 0 468.59 117.50' a 0 468.64 a 468.39 468.55' 468`��` 469.11 �.ri DS 20100' W ( Acr (O O r DS 8.50' 1 50' �...�:' 469.00 469.21 O 0 MN w ; -►- 4 91 o ADU P o cfl 3 I' -- Mo t; o a PARCEL 1 �Z:':' \ }'•469.30' , 469.48 400 8E FT o N MAP 17-03-36-31 1 '�� 0 3 ii) a I ;,z N 6699 SF Y ' o TAX LOT 4701 69b d v o i " 1 BATH x I Z x CARE 4 `• X467.72 4' .. _ -�," DS I Cn 16.0' Q 0 489.12 o i 469.20 '' L• \ Sf 4. 7,7 tV " :St : Sr 469.46 \DS PA EL 2 EXISTING , � �'.1 � 16.83' 12.00' 20.00' DS\ \ 0 6�1 HOUSE o 9 w 20 ROW 20 ROW 0 01 1 \ 6 SF X0 TO REMAIN wM i HOUSE SQ FT ��/ GARAGE --400 IJ FT \ \ \ ( : ' :x6�^ry AU T Di 1872 SQ FT 139 x63 G n 3 BED E\\ ----- 0 1 BED I \ \ ( 0) r 4 7.64 � 2.5 BATH \\\ 1 1 BATH f pt0 \ ��\ : 0 170 16TH 1 1 f \ \ I STREET 9.. DS 28 0' DS -\ 1- ..�, :. . . :.; I �. tip 3 F'- c3 � • •. \ PARCEL :3. Flo dr d cwwww - ww ww - ww ww - ww ww ww- ww d w wwHEAT x66 \\\ \ PUMP 24.0' . x6^6� 61 G1 y -------------- ----- :95:1 465.0 V ---- e* \468 \ 468.29 X ( ' ^� N 89'50'44" E 108.36' J N 89'5044" E 80.00'I r x6 ' 61 30' PA ING i ATE 1. ENTIRE SITE FALLS WITHIN TIME OF TRAVEL ZONE "TIME OF CONCENTRATION (99 -YR TOT)" FOR THE "16TH & Q" WELL SITE PER THE CITY OF SPRINGFIELD WELLHEAD PROTECTION AREAS MAP DATED JANUARY 2013. 2. PER THE USDA SOIL SURVEY OF LANE COUNTY, OREGON, THE ENTIRE SITE IS COMPRISED OF SOIL TYPE 76 - MALABON-URBAN LAND COMPLEX WITH A DEPTH TO HIGH WATER TABLE OF GREATER THAN 6.0 FEET. 3. SEE ACCOMPANYING LAND DIVISION TENTATIVE PLAN FOR IDENTIFICATION OF PROPOSED PRIVATE STORMWATER EASEMENT TO CONTAIN THE SHARED STORMWATER MANAGEMENT FACILITIES FOR PARCELS 1 & 2 AS SHOWN HEREON. MAP 17-03-36-31 TAX LOT 4702 LINE DATA TABLE L1 N 89'50'44" E 13.09' L2 S 31'54' 17" E 26.50' L3 S 00'06'43" E 15.34' L4 S 00'06'43" E 15.34' CIVIL ENGINEER: SSW ENGINEERS INC. SCOTT D. ROBINSON-TSCHEU, PE 2350 OAKMONT WAY, SUITE 105 EUGENE, OR 97401 541-485-8383 scottrt@sswengineers.com a 0 z� X W 0 25' ROW 3. llld� NORTH SCALE 1 " = 20 FT 0 10 20 40 PROFFs 2 cn� OREGON Zlz p� 8 20� ��G� ROBENS0�1 AENEWS: j��.�ca 1/, STORMWATER MANAGEMENT PLAN FOR: BOB TATE 0 SITE ADDRESS: 170 16TH STREET IN THE SW 1/4 OF SECTION 36, Tl 7S, R3W, W.M. SPRINGFIELD, LANE COUNTY, OREGON Mr Ell ate? d� SSWEIR100"INEERS. Y CIVIL*STRUCTURAL BUILDING DESIGN rY SURVEYING LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 JOB NO. 17-7493 1/28/19 LEGGEN� ® EXISTING WASTEWATER MANHOLE X EXISTING FENCE LINE - ww--- ww- EXISTING WASTEWATER PIPE EIwM EXISTING WATER METER _w _w - EXISTING WATER LINE (SIZE AS NOTED) CAS EXISTING NATURAL GAS LINE EXISTING CONCRETE SURFACE X467.23TC EXISTING TOP OF CURB ELEVATION X466.73 EXISTING SPOT ELEVATION ww ww- PROPOSED WASTEWATER PIPE - ST Sr - PROPOSED STORMWATER WATER PIPE 0 D PROPOSED GUTTER DOWNSPOUT - - PROPOSED STORMWATER FLOW DIRECTION DENOTES LOCATION & DIRECTION OF FLOW -- OF PROPOSED OVERFLOW FROM STORMWATER INFILTRATION VEGETATED PLANTER(S) 467.13 PROPOSED GRADE 467.35(E) MATCH EXISTING GRADE ' g PROPOSED GRAVEL SURFACE - PROPOSED CONCRETE SURFACE W y W DENOTES PROPOSED STORMWATER W INFILTRATION VEGETATED PLANTER PARCEL 1 & 2 PLANTER = MIN. 115 SF PARCEL 3 PLANTER = MIN. 68 SF W W .• W (REFER TO SEPARATE STORMWATER ANALYSIS REPORT FOR PLANTING PLANS/SPECIFICATIONS) DENOTES PROPOSED LOCATION OF STORMWATER TREATMENT USING STORMTECH SC-160LP UNDERGROUND CHAMBERS PROFFs 2 cn� OREGON Zlz p� 8 20� ��G� ROBENS0�1 AENEWS: j��.�ca 1/, STORMWATER MANAGEMENT PLAN FOR: BOB TATE 0 SITE ADDRESS: 170 16TH STREET IN THE SW 1/4 OF SECTION 36, Tl 7S, R3W, W.M. SPRINGFIELD, LANE COUNTY, OREGON Mr Ell ate? d� SSWEIR100"INEERS. Y CIVIL*STRUCTURAL BUILDING DESIGN rY SURVEYING LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 JOB NO. 17-7493 1/28/19