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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/15/2022ol F_ it II it II II IE it II II II II it it {i UI NEIGHBORHOOD. MAILBOX UNIT I tot 13' 18, (EX. A/C I m P/p T n _r 0 _EXISTI N(LINE G WASTEWATER MANHOLE FLOW ELEVATION = 427.42(S) RIM ELEVATION = 432.67 ( I 0- r 0 00 I I PROPOSED ;r W @ 1 % ///4 EAST 10 4.2 8 (PROP.) I Ql,,CENTURY LINK PEDESTAL/RISER PROPOSED 5 SETBACK SW I Il o 0 0 A -EXISTING 7' P.U.E. PROPOSED 4 W @ 1% TENTATIVE LAND PARTITION PLAN LEGEND: OWNER: BETTY KOEHLER 'o GRAVEL DRIVEWAY 4025 CAMELLIA STREET .a WIDE Q) __1QL GRAVEL DRIVE q Ld I> C31 V) (PROP.) I Ql,,CENTURY LINK PEDESTAL/RISER PROPOSED 5 SETBACK SW I Il o 0 0 A -EXISTING 7' P.U.E. PROPOSED 4 W @ 1% ui —i 0 r 00 Z" C14 n X bi II II < F_ 0 WATER > uj:2 VALVE I — ui Of wzwn ui 0 0 V) 0V) UI 000 Of _j a-, n- u n 4 F .4 .4 WATER VALVE 10 I a_ r 0 v P/P PROPOSED @ 1 % WEST 40.00 2.75 FIRE (HYDRANT ' /O PARTITION BETTY KOEHLER TENTATIVE LAND DIVISION PARCEL 1 0 0 6,257 SF EAST 104.28 5 Q/ PARCEL 3 6,257 SF WEST 104.28 WEST 64.28 TENTATIVE LAND PARTITION PLAN LEGEND: OWNER: BETTY KOEHLER GRAVEL DRIVEWAY 4025 CAMELLIA STREET WIDE SPRINGFIELD, OR 97478 __1QL GRAVEL DRIVE WASTEWATER MANHOLE C31 P/P= UTILITY POLE 115 W. 8TH AVENUE - -) PARCEL 2 ®= 0 OR 97401 7,301 SF C5 �I © = >z = WATER VALVE j a 48.8' d. WASTEWATER LINE ELMIRA, OR 97437 ui —i 0 r 00 Z" C14 n X bi II II < F_ 0 WATER > uj:2 VALVE I — ui Of wzwn ui 0 0 V) 0V) UI 000 Of _j a-, n- u n 4 F .4 .4 WATER VALVE 10 I a_ r 0 v P/P PROPOSED @ 1 % WEST 40.00 2.75 FIRE (HYDRANT ' /O PARTITION BETTY KOEHLER TENTATIVE LAND DIVISION PARCEL 1 0 0 6,257 SF EAST 104.28 5 Q/ PARCEL 3 6,257 SF WEST 104.28 WEST 64.28 8l�-aa t�uv���p,�' I 4REGISTERED PROFESSIONAL LAND SURVEYOR r"l Jl_ r L�'i4 OREGOW JULY 14, 1978 MARVIN S. KRUSH 1643 -A it EXP. JUNE 30, 2023 CAD FILE: 0409PRE-2021.DWG TENTATIVE LAND PARTITION PLAN LEGEND: OWNER: BETTY KOEHLER 4025 CAMELLIA STREET FIRE HYDRANT SPRINGFIELD, OR 97478 (541) 968-3686 WASTEWATER MANHOLE SURVEYOR: KRUSH AND ASSOCIATES P/P= UTILITY POLE 115 W. 8TH AVENUE SUITE 240EUGENE, ®= WATER METER OR 97401 (541) 686-9211 © = TRANSFORMER = WATER VALVE ENGINEER: GOEBEL ENGINEERING & SURVEYING 23684 BUTLER ROAD WW = WASTEWATER LINE ELMIRA, OR 97437 (541) 687-0542 W = WATER MAIN LOCATION: 17-03-33-11 #600 OHP = OVERHEAD POWER 835 ANDERSON LANE SF = SQUARE FEET SPRINGFIELD, OR 97477 A/C = ASPHALTIC CONCRETE ZONING: LDR = CENTERLINE UTILITIES: WATER = S.U.B. ELECTRIC = S.U.B. SW = SIDEWALK SEWER = CITY OF SPRINGFIELD GAS = NW NATURAL PROP. = PROPOSED PHONE = U.S. WEST CABLE = COMCAST EX. = EXISTING DATE: MAY 3, 2022 NOTES: OTES.- 1. 1. PARCEL 1 IS SOLAR ACCESSIBLE. 2. THERE ARE NO EXISTING STREET LIGHTS AND NO NEW STREET LIGHTS ARE PROPOSED. 0 0 3. NO NEW BUILDINGS ARE PROPOSED AT THIS TIME. 0) 4. ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP, MAP PANEL #41039C1 141 F, THE SITE IS IN ZONE X AND IS OUTSIDE THE 500 YEAR 0 FLOOD PLAIN. 5. DRINKING WATER PROTECTION OVERLAY DISTRICTS: SITE IS LOCATED BEYOND THE 99 YEAR ZONE OF INFLUENCE FOR ANY WELLHEADS. THERE ARE NO RESTRICTIONS FOR DEVELOPMENT. 6. THE NEAREST TRANSIT FACILITIES ARE LOCATED CENTENNIAL BOULEVARD TO THE NORTH. 7. THE EXISTING OVERHEAD POWERLINE SERVING THE HOUSE LOCATED ON NORTH PARCEL 2 WILL BE RELOCATED UNDERGROUND SO THAT PARCEL 3 CAN scu 1"-_20' BE CONSIDERED BUILDABLE. 8. THE EXISTING DRIVEWAY SERVING PARCEL 2 WILL BE PAVED FROM THE EDGE OF PAVEMENT IN ANDERSON LANE TOA POINT AT LEAST 18 FEET FROM THE PROPERTY LINE. 9. THE APPLICANT WILL PAVE, WITH CURB & GUTTER, ANDERSON LANE TO A WIDTH OF 27.0 FEET TO MATCH THE EXISTING PAVING WIDTH TO THE NORTH. 10. SETBACK SIDEWALKS WILL BE INSTALLED ALONG THE EAST SIDE OF ANDERSON LANE FOR THE ENTIRE FRONTAGE OF THE PROPERTY. 11. STREET TREES WILL BE INSTALLED ALONG THE ENTIRE FRONTAGE OF THE PROPERTY. THE TREES WILL BE PLACED 30 FEET APART IF POSSIBLE. DRIVEWAY LOCATIONS MAY ALTER THE PLACEMENT OF SAID STREET TREES. 8l�-aa t�uv���p,�' I 4REGISTERED PROFESSIONAL LAND SURVEYOR r"l Jl_ r L�'i4 OREGOW JULY 14, 1978 MARVIN S. KRUSH 1643 -A it EXP. JUNE 30, 2023 CAD FILE: 0409PRE-2021.DWG Goebel Engineering & Surveying Engineering Surveying Land Planning PLANNING 23684 Butler Road, Elmira, Oregon 97437 VICINn 7 M I P PAGE 2 OF J 541-687-0542 NOT TO SCALE RLE- N.• \PUB-DATA\706JJ-21\DWG\OLD TENTBASE ASSESSOR MAP 17-03-33 11, TAX LOT 6001 PLOT DATE.• 10115107 H EX SWR MH RIM ELEV=436. NEW WATER METER �- NEW 240' 8" PU I NEW 4" SWR CONNECT EXI PARCEL 1 6, 25 7 SF SWR EXTENSION G SWR TO PLANNING ASSESSOR ;MAP 17-03-33 11, TAX LOT 600 W' !irri�rriJ 24" D. F1 o cn N 8" TULIP WEST 84.28 A NEW 4" SWR LATERAL � o ( NEW WATER METER 1 �I w tK��� PARCEL 3 6,25 7 SF �— JjN UR GUTTER AND L TO MATCH WEST ERSON LANE e XISTING FIRE HYDRANT WEST 104.28 WW FLAT TOP MANHOLE � b4a NEW STORMWATER TREATMENT PLANTER NEW STORMWATER TREATMENT PLANTER in y.a el EngineeringS eying Engineering Surveying Land Planning 23684 Butler Road, Elmira, Oregon 97437 541-687-0542 0 20 0 20 40 SCALE IN FEET SHEET MEX SHEET 1 TENTATIVE PARTITION SHEET 2 EXISTING CONDITIONS SHEET 3 UTILITY PLAN STORATER PLANTER PARCEL 1 IMPERVIOUS AREA: ASSUMED EQUAL TO HALF OF PARCEL ARE4=3,218 SF PERCOLATION. • ASSUMED MINIMUM ALLOWED=0.51HR NOTE • INFIL TRA TION PLANTER SIZED TO TREAT 5 YEAR AND ACCOMMODATE FLOOD EVENT. EXPIRES: 6/30/2023 PAGE 3 OF 3 FILE.• N. \ PUB -DATA \ 70633-21 \ DWG \ OLD TENTBASE PLOT DATE 10115107