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HomeMy WebLinkAboutPlan, Tentative APPLICANT 7/27/2021PIS' Q a 0 S EXISTIG WASTEWATER MANHOLE FLOW LINE ELEVATION = 427.42(S) RIM E ENATION = 432.67 0 010 I i I tK tx i �I I . I r� 13' ° UI I O I o _'I ° I I 18 I I e A/C I _co �I NEIGHBORHOOD As - L MAILBOX UNIT {I L v° Vi CL pK � II { 50 115 W. 8TH AVENUE R.O.W. I II WATER ° a PARTITION - BETTY KOEHLER TENTATIVE LAND DIVISION _ I O p`PROPOSED p`L tx � 4 WW @ 1% EAST 104.28 tK��. { I C ENTU RY LI N K I PEDESTAL/RISER 0 7432--,/' (0 ( ') PARCEL 1 0 d- 6,257 SQ.FT. � EXISTING 7' 7' P.U.E. PROPOSED I 4 'WW @ 1 % p� i w o EX. GR EL DRIVEWAY: II Lo wi v. (}) a I ' 0 0 rn w j o Q �zI 1 ° • • a ... . 4 . 1— tR.O.W. 25' //11000' A. i I . I r� A LEAD & TACK LOCATED IN THE TOP OF CURB AT THE MIDPOINT OF THE 11 r iI d q rg = I o _'I ° I I . U ° i I �I NEIGHBORHOOD As - L MAILBOX UNIT {I a SURVEYOR: pK -� i- z I ' 0 0 rn w j o Q �zI 1 ° • • a ... . 4 . 1— tR.O.W. 25' I LEGEND: I I A LEAD & TACK LOCATED IN THE TOP OF CURB AT THE MIDPOINT OF THE 4330 J rg = I o SPRINGFIELD, OR 97478 2. PARCEL 1 IS SOLAR ACCESSIBLE. . I Q'� .WASTEWATER MANHOLE - L (N nQ� SURVEYOR: pK -� i- z 115 W. 8TH AVENUE I w WATER ° V)w Q J VALVE two: (541) 686-9211 ui1tK� oZo TRANSFORMER 0 0 ® = UI 000 GOEBEL ENGINEERING & SURVEYING II (In � II WW = WASTEWATER LINE WATER V H 10, WIDE GRAVEL DRIVE PARCEL 2 7,301 SQ.FT. 48.8' PROPOSED 4'WW o 1 % WEST 40.00 2.75 o �j 1 FI E H RANT EAST 104.28 Q/ A32, ®r .' PARCEL 3 / 6,257 SQ.FT �Q /O WEST 104.28 WEST 64.28 Lo N Lo TH 8• THERE ARE NO EXISTING STREET TREES AND WE ARE NOT PROPOSING ANY STREET TREES AT THIS TIME. '=20' 9. THE PROPERTY OWNERS ARE AWARE THAT THEY WILL BE REQUIRED TO SIGN A STREET IMPROVEMENT AGREEMENT TO PROVIDE FOR STREETS, SIDEWALKS, STREET LIGHTS, SANITARY SEWER EXTENSION, STORMWATER SYSTEM EXTENSION AND OTHER PUBLIC INFRASTRUCTURE AS MAY BE DEEMED NECESSARY BY THE CITY AS A CONDITION OF FINAL PLAT APPROVAL. 10. PROPOSED CONNECTION TO THE EXISTING SANITARY SYSTEM IS TEMPORARY 11. THE OWNER IS REQUIRED TO PARTICIPATE AND CONNECT TO THE SANITARY SEWER EXTENSION AND TH3E STORMWATER SYSTEM EXTENSION WHEN THEY BECOME AVAILABLE. 12. 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 FLOOD PLAIN. 13. DRINKING WATER PROTECTION OVERLAY DISTRICTS: SITE IS LOCATED BEYOND THE 99 YEAR ZONE OF INFLUENCE FOR ANY WELLHEADS. THERE ARE NO RESTRICTIONS FOR DEVELOPMENT. 14. THE NEAREST TRANSIT FACILITIES ARE LOCATED CENTENNIAL BOULEVARD TO THE NORTH. REGISTERED PROFESSIONAL LAND SURVEYOR v OREGO JULY 14, 1978 MARVIN S. KRUSH 1643 EXP. JUNE 30, 2023 CAD FILE: 0409PRE_2021.DWG rn 0 d- 0 z O TENTATIVE LAND PARTITION PLAN LEGEND: OWNER: BETTY KOEHLER A LEAD & TACK LOCATED IN THE TOP OF CURB AT THE MIDPOINT OF THE 4330 4025 CAMELLIA STREET rg = FIRE HYDRANT SPRINGFIELD, OR 97478 2. PARCEL 1 IS SOLAR ACCESSIBLE. . (541) 968-3686 _ .WASTEWATER MANHOLE SURVEYOR: KRUSH AND ASSOCIATES P/P = UTILITY POLE 115 W. 8TH AVENUE ARE PROPOSED. SUITE 240 ®= WATER METER EUGENE, OR 97401 (541) 686-9211 ® = TRANSFORMER ® = WATER VALVE ENGINEER: GOEBEL ENGINEERING & SURVEYING 23684 BUTLER ROAD WW = WASTEWATER LINE ELMIRA, OR 97437 ALL ELEVATIONS AND CONTOURS SHOWN ARE EXISTING. NO NEW ELEV— (541) 687-0542 W = WATER MAI N ATIONS OR CONTOURS ARE PROPOSED. w'� ol LOCATION: 17-03-33-11 #600 OHP = OVERHEAD POWER 835 ANDERSON LANE SQ.FT. = SQUARE FEET SPRINGFIELD, OR 97477 —432' = GROUND ELEVATIONS ZONING: LDR A/C = ASPHALTIC CONCRETE UTILITIES: WATER = S.U.B. ELECTRIC = S.U.B. = CENTERLINE SEWER = CITY OF SPRINGFIELD GAS = NW NATURAL PHONE = U.S. WEST CABLE = COMCAST DATE: JULY 8, 2021 N OTES : Q/ A32, ®r .' PARCEL 3 / 6,257 SQ.FT �Q /O WEST 104.28 WEST 64.28 Lo N Lo TH 8• THERE ARE NO EXISTING STREET TREES AND WE ARE NOT PROPOSING ANY STREET TREES AT THIS TIME. '=20' 9. THE PROPERTY OWNERS ARE AWARE THAT THEY WILL BE REQUIRED TO SIGN A STREET IMPROVEMENT AGREEMENT TO PROVIDE FOR STREETS, SIDEWALKS, STREET LIGHTS, SANITARY SEWER EXTENSION, STORMWATER SYSTEM EXTENSION AND OTHER PUBLIC INFRASTRUCTURE AS MAY BE DEEMED NECESSARY BY THE CITY AS A CONDITION OF FINAL PLAT APPROVAL. 10. PROPOSED CONNECTION TO THE EXISTING SANITARY SYSTEM IS TEMPORARY 11. THE OWNER IS REQUIRED TO PARTICIPATE AND CONNECT TO THE SANITARY SEWER EXTENSION AND TH3E STORMWATER SYSTEM EXTENSION WHEN THEY BECOME AVAILABLE. 12. 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 FLOOD PLAIN. 13. DRINKING WATER PROTECTION OVERLAY DISTRICTS: SITE IS LOCATED BEYOND THE 99 YEAR ZONE OF INFLUENCE FOR ANY WELLHEADS. THERE ARE NO RESTRICTIONS FOR DEVELOPMENT. 14. THE NEAREST TRANSIT FACILITIES ARE LOCATED CENTENNIAL BOULEVARD TO THE NORTH. REGISTERED PROFESSIONAL LAND SURVEYOR v OREGO JULY 14, 1978 MARVIN S. KRUSH 1643 EXP. JUNE 30, 2023 CAD FILE: 0409PRE_2021.DWG rn 0 d- 0 z O 1. ELEVATIONS ARE BASED ON SPRINGFIELD BENCHMARK NO. 98, BEING 24"FIR A LEAD & TACK LOCATED IN THE TOP OF CURB AT THE MIDPOINT OF THE 4330 CURB RETURN AT THE NW CORNER OF 51ST STREET AND MAIN STREET. o 2. PARCEL 1 IS SOLAR ACCESSIBLE. . o 8"CEA 3. THERE ARE NO EXISTING STREET LIGHTS AND NO NEW STREET LIGHTS ARE PROPOSED. 0 4. NO CUT OR FILL IS PROPOSED. ?.�5. ALL ELEVATIONS AND CONTOURS SHOWN ARE EXISTING. NO NEW ELEV— ATIONS OR CONTOURS ARE PROPOSED. w'� ol rA T111 6. NO NEW BUILDINGS ARE PROPOSED. 7. WE ARE NOT PROPOSING ANY SIDEWALKS AT THIS TIME. Q/ A32, ®r .' PARCEL 3 / 6,257 SQ.FT �Q /O WEST 104.28 WEST 64.28 Lo N Lo TH 8• THERE ARE NO EXISTING STREET TREES AND WE ARE NOT PROPOSING ANY STREET TREES AT THIS TIME. '=20' 9. THE PROPERTY OWNERS ARE AWARE THAT THEY WILL BE REQUIRED TO SIGN A STREET IMPROVEMENT AGREEMENT TO PROVIDE FOR STREETS, SIDEWALKS, STREET LIGHTS, SANITARY SEWER EXTENSION, STORMWATER SYSTEM EXTENSION AND OTHER PUBLIC INFRASTRUCTURE AS MAY BE DEEMED NECESSARY BY THE CITY AS A CONDITION OF FINAL PLAT APPROVAL. 10. PROPOSED CONNECTION TO THE EXISTING SANITARY SYSTEM IS TEMPORARY 11. THE OWNER IS REQUIRED TO PARTICIPATE AND CONNECT TO THE SANITARY SEWER EXTENSION AND TH3E STORMWATER SYSTEM EXTENSION WHEN THEY BECOME AVAILABLE. 12. 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 FLOOD PLAIN. 13. DRINKING WATER PROTECTION OVERLAY DISTRICTS: SITE IS LOCATED BEYOND THE 99 YEAR ZONE OF INFLUENCE FOR ANY WELLHEADS. THERE ARE NO RESTRICTIONS FOR DEVELOPMENT. 14. THE NEAREST TRANSIT FACILITIES ARE LOCATED CENTENNIAL BOULEVARD TO THE NORTH. REGISTERED PROFESSIONAL LAND SURVEYOR v OREGO JULY 14, 1978 MARVIN S. KRUSH 1643 EXP. JUNE 30, 2023 CAD FILE: 0409PRE_2021.DWG rn 0 d- 0 z O