The URL can be used to link to this page

Home My WebLink AboutPlan, Tentative APPLICANT 5/4/2016COVER PVERT SAN SE ERI 4. WHEN AVED 3. r 20 0 20 40 SCALE: 1" =20 EXISTING WASTEWATER MANHOLE FLOW LINE EL.=427.42(5) RIM ELEVATION=432.67. ANDLR50N LANE EXTRATERRITORIAL �= AREA: COVERVER ROP 8" , o SAN SE ERI 4,58' WHEN I AVEDs*3.55* PROPOSED WASTEWATER MAI' FLOW LINE ELEV=428.17 PROP RIM ELEVATIONrd431.1b PIPE COVER WILL BEA%2.33 FE TO BE CONNECTED TO SANITY MAIN EXTENSION FROM WALK FEET SOUTH, AT SOME FLITUR DF CONNECTI, ts._ PIPE. FLOW LINE ELEV.=427, COVER OVER qROP 4" SAN SEWER I 5.43' LUGA1 ION: 17-03-33-11 #600 835 ANDERSON LANE SPRINGFIELD, OR 97477 PARCEL 1 6,257 SQ.FT. Y OVER OVER PROP 411 3AN SEWER IS 5.20' , ' PREVIOUS � PA8' GARAGE a (REMOVED) t-- s..,»..... ,.. n .. v......v. ,...: C,7 - , =50' EXISTING 7''' PUE PARCEL 2 �T ........��..�,_.�.._. _ } .� 0. 00 -1-. Cnr` 7" ,A g� SQ.FT. . s ` N x Z •t} 0 i o setback from 0•r, •�r�..: ' " ; Z PL: 5.0 feet , iJVJt!�{i G 7': PU E = I--- z z 4" iN W 3 % Al , r WHEN PAVED 'Y SEW R T PLAC , 1000 DATE. r WAT VALV E `r A PUBLIC STORMWATER SYSTEM EXTEP SION IS PLANNED FOR CONSTRUCTION FRO WALNUT PLACE ALONG ANDERSON LAN TO t THIS PROPERTY AT SOME FUTURE DA i UTILITY POLE ROOFTOP STORM WATER DRAINAGE F M THE SUBJECT PROPERTIES WILL BE MA JAGED BY DRYWELLS LOCATED ON THE THREE PARCELS UNTIL THAT DATE. F 3 OVER PROP 4" COVERED PORCH INER IS 2:90', TO BE REMOVED PARCEL 3 Z�w� 59370 SQ.FT o �o . WEBER ELLIOTT ENGINEERS, P.C. oJ Civil Engineering •Municipal Engineering •Land Planning P.O. Box 10145 Eugene, OR 9440 Phone: 541 -461 -9779 _ RHditlYLRII•# PROFESSIONAL LAND SURVEYOR OREGON JULY f4, 078 MARVIN & KRUSH 1 043 PR 13.527 _ d_ EXPIRES 30JUN2004 PHONE RISER CAN RISER CLIENT: BETTY TROTTER . 4 GATE SEPTEMBER 2007 EUG,:NE, OREGON 97401 4 -u? 17-13-33--11 #500 .�S J SPRINGFIELD, OR 97477 � tt KRUIH AND ASSOCIATES DATE 54 I%ENTENNIAL LOOP BY EUGiNE, OREGON 97401 DF CONNECTI, ts._ PIPE. FLOW LINE ELEV.=427, COVER OVER qROP 4" SAN SEWER I 5.43' LUGA1 ION: 17-03-33-11 #600 835 ANDERSON LANE SPRINGFIELD, OR 97477 PARCEL 1 6,257 SQ.FT. Y OVER OVER PROP 411 3AN SEWER IS 5.20' , ' PREVIOUS � PA8' GARAGE a (REMOVED) t-- s..,»..... ,.. n .. v......v. ,...: C,7 - , =50' EXISTING 7''' PUE PARCEL 2 �T ........��..�,_.�.._. _ } .� 0. 00 -1-. Cnr` 7" ,A g� SQ.FT. . s ` N x Z •t} 0 i o setback from 0•r, •�r�..: ' " ; Z PL: 5.0 feet , iJVJt!�{i G 7': PU E = I--- z z 4" iN W 3 % Al , r WHEN PAVED 'Y SEW R T PLAC , 1000 DATE. r WAT VALV E `r A PUBLIC STORMWATER SYSTEM EXTEP SION IS PLANNED FOR CONSTRUCTION FRO WALNUT PLACE ALONG ANDERSON LAN TO t THIS PROPERTY AT SOME FUTURE DA i UTILITY POLE ROOFTOP STORM WATER DRAINAGE F M THE SUBJECT PROPERTIES WILL BE MA JAGED BY DRYWELLS LOCATED ON THE THREE PARCELS UNTIL THAT DATE. F 3 OVER PROP 4" COVERED PORCH INER IS 2:90', TO BE REMOVED PARCEL 3 Z�w� 59370 SQ.FT o �o . WEBER ELLIOTT ENGINEERS, P.C. oJ Civil Engineering •Municipal Engineering •Land Planning P.O. Box 10145 Eugene, OR 9440 Phone: 541 -461 -9779 _ RHditlYLRII•# PROFESSIONAL LAND SURVEYOR OREGON JULY f4, 078 MARVIN & KRUSH 1 043 PR 13.527 _ d_ EXPIRES 30JUN2004 PHONE RISER CAN RISER CLIENT: BETTY TROTTER SHEET 2941 EDGEWATER DRIVE GATE SEPTEMBER 2007 EUG,:NE, OREGON 97401 PH ;NE: 541--654--0092 LOCATION: 17-13-33--11 #500 835', ANDERSON LANE SPRINGFIELD, OR 97477 SURVEYOR: KRUIH AND ASSOCIATES DATE 54 I%ENTENNIAL LOOP BY EUGiNE, OREGON 97401 (541) -68.6--9211 ENGINEER: WEER ELLIOTT ENGINEERS PC 136!i W. 6th AVENUE EUGNE, ' OREGON 97402 (541) '461--9779 ZONING: LDR UTILITIES: WATj:R = S.U.B. ELECTRIC = S.U.B. SEWjc-R = CITY OF SPRINGFIELD GAS, = NW NATURAL PHO',�tE = U.S, -WEST CARIE = COMCAST DATE: SEP"EMBER 2007 NOTES: 1. ELEVATIONS ARE BASED ON SPRINGFIELD BENCHMARK NO. 98, BEING A LEAD & TACK LOCATED IN THE TOP OF CURB AT THE MIDPOINT OF THE CURB RETURN AT THE NW CORNER OF 51ST STREET AND MAIN STREET. 2. PARCEL 1 IS SOLAR ACCESSIBLE. 3. EXISTING STREET LIGHTS ARE SHOWN. NO NEW STREET LIGHTS ARE PROPOSED. 4. NO CUT OR FILL IS PROPOSED. 5. ALL ELEVATIONS AND CONTOURS SHOWN ARE EXISTING. NO NEW ELEVATIONS OR CONTOURS ARE PROPOSED. 6. NO NEW BUILDINGS ARE PROPOSED. 7. WE ARE NOT PROPOSING ANY SIDEWALKS AT THIS TIME. 8. THERE ARE NO EXISTING STREET TREES AND WE ARE NOT PROPOSING ANY STREET TREES AT THIS TIME. 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. THE OWNER IS REQUIRED TO APPLY FOR A PARTITION PLAN APPROVAL WITH SIX MONTHS OF ANNEXATION APPROVAL, 11. THE OWNER IS REQUIRED TO APPLY FOR PARTITION PLAT APPROVAL WITHIN TWO YEARS OF ANNEXATION APPROVAL. 12. PROPOSED CONNECTION TO THE EXISTING SANITARY SYSTEM IS TEMPORARY. 13. THE OWNER IS REQUIRED TO PARTICIPATE AND CONNECT TO THE SANITARY SEWER EXTENSION AND THE STORMWATER SYSTEM EXTENSION WHEN THEY BECOME AVAILABLE. 14. ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP, MAP PANEL #41039C1141F, THE SITE IS IN ZONE X AND IS OUTSIDE THE 500 YEAR FLOOD PLAIN. 15. DRINKING WATER PROTECTION OVERLAY DISTRICTS: SITE IS LOCATED BEYOND THE 99 YEAR ZONE~ OF INFLUENCE FOR ANY WELLHEADS. THERE ARE NO RESTRICTIONS FOR DEVELOPMENT. TENT,*AT VE LAND PART T ON FOR BETTY TROTTER ADDR 17-03-33-1 1 SAX LOT 1981-5 SQUARE FEET ZONING: -LDR ESS: 835 ANDERSON SANE, SPRINGFI-E-LD LANE Cu"UNTY, OREGON 9%477 SEPTEMBER 25, 2007 Q SPRINGFIELD z VICINITY IAP 0 NOT TO SCALE Uja Z SOIL TYPE: 76 MALABON URBAN LAND COMPLEX: depth 0" - 12" permeability: 0.6 - 2.0 inches/hr. available water capacity: 0.18 - 0.20 inches/inch depth 12" - 42" permeability: 0.2 - 0.6 inches/hr, available water capacity: 0,18 - 0.20 inches/inch depth 42" - 60" permeability: 0.6 - 2,0 inches/hr. available water capacity: 0.18 _ 0,-20 inches/inch WATER TABLE IS SIX -FEET OR MORE DEEP. (SOIL SURVEY OF LANE COUNTY AREA, OREGON) I CALL BEFORE YOU DLCI I 1--800--332-2344 TWO WORK DAYS IN ADVANCE OF EXCAVATION ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952--001--0090. Youmay obtain copies of the rules by calling the center. Note. The telephone number for the Oregon Utility Notification Center is (503)232-1987. f� I C, G°a/ CD Devctoemenf- Set K-e� �- a MAY 0 4 2016 � pj /0F1 tJr Bc i n a i L!11, it. taI I TROTTER PARTITION PROPOSED SANITARY SEWE IN ANDERSON LANE I SHEET <, GATE SEPTEMBER 2007 : DESIGNED BY GARY REED 6: 0 DRAWN BY GARY REED I�lO. DATE REVISION BY CHECKED BY DOUG WEBER VA'EBER ELLIOTT PROJECT NO, 04-24 CITY ` PROJECT NO. SPRINGFIELD Q SPRINGFIELD z VICINITY IAP 0 NOT TO SCALE Uja Z SOIL TYPE: 76 MALABON URBAN LAND COMPLEX: depth 0" - 12" permeability: 0.6 - 2.0 inches/hr. available water capacity: 0.18 - 0.20 inches/inch depth 12" - 42" permeability: 0.2 - 0.6 inches/hr, available water capacity: 0,18 - 0.20 inches/inch depth 42" - 60" permeability: 0.6 - 2,0 inches/hr. available water capacity: 0.18 _ 0,-20 inches/inch WATER TABLE IS SIX -FEET OR MORE DEEP. (SOIL SURVEY OF LANE COUNTY AREA, OREGON) I CALL BEFORE YOU DLCI I 1--800--332-2344 TWO WORK DAYS IN ADVANCE OF EXCAVATION ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952--001--0090. Youmay obtain copies of the rules by calling the center. Note. The telephone number for the Oregon Utility Notification Center is (503)232-1987. f� I C, G°a/ CD Devctoemenf- Set K-e� �- a MAY 0 4 2016 � pj /0F1 tJr Bc i n a i L!11, it. taI I TROTTER PARTITION PROPOSED SANITARY SEWE IN ANDERSON LANE I SHEET <, NUMBER : Ln 6: 0 01= hi F C� a� a u 0-