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HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/29/2020TENTATIVE SUBDIVISION PLAN FOR MONKEY HERO NW 1/4 SEC 33, T.17 S., R.2 W., W.M. ASSESSOR'S MAP 17-02-33-23 TAX LOT NO. 6300 SPRINGFIELD, LANE COUNTY, OREGON MAY 279 2020 TENTATIVE PLAN POAGE ENGINEERING & SURVEYING INC. P,O. BOX 2527 4 EUGENE, OR 97402 • (541) 485-4505 JOB No, 4792TENT.GXD * DWN. BY-KSO • DATE: 05/20 LEGEND: O PROPERTY CORNER PROPERTY BOUNDARY. •"'400"', CONTOUR LINE - - - - - - - EDGE A.C. PAVING BOARD FENCE —x--% CHAIN LINK FENCE Q WASTEWATER MANHOLE ST STORMWATER MANHOLE ® CURB INLET ® CURB BASIN CLEAN OUT —A.-- POWER POLE }-- STREET LIGHT 4a WATER VALVE R WATER METER Q TELECOMMUNICATIONS RISER ELECTRICAL VAULT FIRE HYDRANT -e- STREET SIGN -.F- 'NO PARKING' SIGN WITH ARROW POINTING RIGHT -e`- 'NO PARKING' SIGN WITH ARROW POINTING LEFT PO MAILBOXES —comm— COMMUNICATION LINE —TR— TRAFFIC SIGN LINE —w— WATER MAIN —oea- — OVERHEAD POWER ----ww--- - EX. WASTEWATER PIPE ----�ww---- PROPOSED WASTEWATER PIPE ---rr STM-- EX, STORMWATER PIPE DECIDUOUS TREE SIZE AND SPECIES AS NOTED j } CONIFEROUS TREE SIZE - � 2 CAND ONIFEROUS AS NOTED CONCRETE SURFACE .�.+1 GRAVEL SURFACE gp. SOIL CLASSIFICATION IDENTIFIER BUILDABLE AREA VICINITY MAP NO SCALE SCALE P - 20' 0 ID 20 40 NOTES A. PROPOSED 5.0' FOOT WIDE PRIVATE WASTEWATER EASEMENT B. PROPOSED VARIABLE WIDE PRIVATE WASTEWATER EASEMENT C. EXISTING 14.0' FOOT WIDE STORMWATER EASEMENT. RECORDED MARCH 28, 1968 RECEP. NO. 18957 LANE COUNTY OREGON DEEDS AND RECORDS. D. EXISTING 7.0' FOOT WIDE PUBLIC UTILITY EASEMENT RECORDED JULY 10, 1997 RECEP. NO. 97-046258 LANE COUNTY OREGON DEEDS AND RECORDS. E. NO BUILDING, STRUCTURE, TREE OR OTHER OBSTRUCTION SHALL BE PLACED OR LOCATED ON OR IN A PUBLIC UTILITY EASEMENT. TENTATIVE SUBDIVISION PLAN FOR MONKEY HERO NW 1/4 SEC 33, T.17 S., R.2 W., W.M. ASSESSOR'S MAP 17-02-33-23 TAX LOT NO. 6300 SPRINGFIELD, LANE COUNTY, OREGON APRIL 17, 2020 EXISTING CONDITIONS PLAN POAGE ENGINEERING & SURVEYING INC. P.O. SOX 2527 * EUGENE, OR 94402 * (541) 485.4505 JOE No. 4792EX•COND.OXD 0 OWN. BY X86 * DATE: 04120 SCALE i' • 20' 0 K) 20 40 VICINITY MAP NO SCALE LEGEND: 0 PROPERTY CORNER PROPERTY BOUNDARY '"'POO.._,- CONTOUR LINE - - - - EDGE A.C. PAVING -- ---:- BOARD FENCE NOTES CHAIN LINK FENCE © - 1. PER THE WATER QUALITY LIMITED WATERCOURSE IWOLWI MAP ON FILE IN THE CITY WASTEWATER MANHOLE OF SPRINGFIELD DEVELOPMENT SERVICES DEPARTMENT, THERE ARE NO WATERCOURSES TRAVERSING THE SUBJECT PROPERTY THAT WOULD REQUIRE A RIPARIAN SETBACK. ST STORMWATER MANHOLE 2. THE SUBJECT PROPERTY APPEARS ON FEMA COMMUNITY PANEL NO. 4I039CI102-F AND BY ® CURB INLET SGRAPHIC PECIAL FLOOD HAZARD ARTING HE SITE IS SITUATED IN A.20NE X WHICH IS NOT A all CURB BASIN 3. PER THE SCS SOIL SURVEY OF LANE COUNTY OREGON, 100% OF THE SITE IS COMPRISED OF N0. 119 SALEM -URBAN LRD COMPLEX. THIS SOIL TYPE IS LOCATED IN CLEAN OUT THE NORTHWEST CORNER OF THE SITE. SALEM -URBAN LAND COMPLEX SOILS ARE CHARACTERIZED AS DEEP AND WELL DRAINED WITH A MODERATE PERMEABILITY RATE. DEPTH TO BED ROCK IS IN -�- POWER POLE EXCESS OF 9 FEET AND THE DEPTH TO THE WATER TABLE. IS IN EXCESS OF 6 FEET. STREET LIGHT 4. PER THE WETLAND MAPS AVAILABLE FROM THE CITY OF SPRINGFIELD PLANNING DEPT., THERE RE NO LOCALLY OR NATIONALLY INVENTORIED WETLANDS LOCATED ON THE SUBJECT PROPERTY. ID WATER VALVE 5. PER THE WELLHEAD PROTECTION AREAS MAP AVAILABLE THROUGH THE CITY OF SPRINGFIELD RESOURCE CENTER, THE SITE APPEARS TO BE ON THE BORDER BETWEEN Q WATER METER THE 20 YEAR AND THE 99 YEAR TIME OF TRAVEL ZONES WITHIN THE WEYCO WELLHEAD BASIN. Q TELECOMMUNICATIONS RISER ELECTRICAL VAULT FIRE HYDRANT STREET SIGN Fm_Ql MAILBOXES —com— COMMUNICATION LINE IR------ TRAFFIC SIGN LINE —w— WATER MAIN ---oHP— — OVERHEAD POWER ----ww---- EX. WASTEWATER PIPE —WW— PROPOSED WASTEWATER PIPE -sTM--- EX. STORMWATER PIPE 0 DECIDUOUS TREE SIZE AND SPECIES AS NOTED CONIFEROUS TREE SIZE AND SPECIES AS NOTED CONCRETE SURFACE GRAVEL SURFACE SOIL CLASSIFICATION IDENTIFIER REGISTERED PROFESSIONAL_ LANN.DD SURVEYOR OREGON JULY 13.1A4 JONATHAN A. OAKES 2105 EXPIRES: DECEMBER M. 2020 PAGE I OF 2