Loading...
HomeMy WebLinkAboutPlans Applicant 12/6/2024 (2)LEGEND NOTES BENCHMARK CURB LINE SIGN AREA DRAIN 1. OBSERVED EVIDENCE OF UTILITIES ARE SHOWN TO DEVELOP A VIEW OF THE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY, AND RELIABLY DEPICTED. ELEVATIONS ARE BASED ON RTK GPS OBSERVATIONS TAKEN ON EDGE OF ASPHALT —' POWER POLE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND, AS -BUILT DRAWINGS AND UTILITY LOCATE MARKS. NO CERTIFICATION IS MADE TO OCTOBER 23, 2024 USING THE OREGON REAL-TIME GEODETIC — ._.- 477- — — -- CONTOUR LINE LIGHT POLE W/ ARM CLEAN OUT ACTUAL LOCATION OF UNDERGROUND UTILITIES. IN ADDITION, IN SOME JURISDICTIONS, 811 OR OTHER SIMILAR UTILITY LOCATE REQUESTS FROM SURVEYORS MAY BE IGNORED OR RESULT IN AN INCOMPLETE RESPONSE, IN WHICH CASE THE NETWORK AND GEOID 18(NAVD88) SOILS: SURVEYOR MAY NOTE ON THE MAP HOW THIS AFFECTED THE FENCE LINE TELEPHONE RISER S STORM MANHOLE SURVEYOR'S ASSESSMENT OF THE LOCATION OF THE UTILITIES. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED SOIL MAPPING BASED ON THE NATURAL RESOURCES CONSERVATION I I I I I I RAILROAD TRACK MR WATER METER THAT EXCAVATION AND/OR A PRIVATE UTILITY LOCATE REQUEST MAY BE NECESSARY. SERVICE WEB SOIL SURVEY. (W1Ji/) WASTEWATER MANHOLE/SEPTIC TANK 2. ALL DISTANCES SHOWN ARE IN FEET. "119 - SALEM URBAN LAND COMPLEX" TOP OF DITCH I� WATER VALVE - 3. BEARINGS BASED ON OREGON COORDINATE REFERENCE SYSTEM - EUGENE PROJECTION 2011 BOTTOM OF DITCH (> FIRE HYDRANT GRATING 4. THE NEAREST BUS STOP IS AT THE INTERSECTION OF MAIN ST AND S. 28TH STREET, APPROXIMATELY 0.4 MILES NORTH FROM THE SITE. THIS STOP IS SERVED BY ROUTE 11. ZONING: OWNER/APPLICANT: -- (E)OHW OVERHEAD WIRES TL TAX LOT NUMBER ® BUILDING 5. ACCORDING TO THE CITY'S WELLHEAD PROTECTION MAPPING PORTIONS OF THE SITE ARE WITHIN THE 10-, 20-, AND 99- YEAR TIME OF TRAVEL ZONES. ZONING: HI CHARLES HARRAL (E)WW WASTEWATER LINE D/bY DRIVEWAY _ 6. ACCORDING TO THE CITY'S WATER QUALITY LIMITED WATERCOURSE MAP ADOPTED IN JULY 2019, THIS SITE FALLS OUTSIDE ANY RIPARIAN BUFFER SETBACK. 40145 DEERHORN RD, r" J GRAVEL 7. THE SITE LIES OUTSIDE OF ANY WETLAND MAPPING PER CITY OF SPRINGFIELD WETLAND MAP ADOPTED MAY 2019. SITE INFORMATION: SPRINGFIELD, OR, 97478 (E)SD STORM DRAIN LINE CO CLEAN OUT 8. SEPTIC TANK TO REMAIN IN USE UNTIL SUCH TIME THAT SITE GOES TROUGH A FUTURE LAND USE APPLICATION AND DEVELOPMENT. 9. ANY OVERHEAD UTILITIES TO BE PLACED UNDERGROUND AT TIME OF FUTURE LAND USE APPLICATION AND DEVELOPMENT ADDRESS: s/ ------(E)W-- WATER LINE FL FLOW LINE v CONCRETE 10. AN EASEMENT, BOOK 200 PAGES 522-523, ALLOWS FOR A POWER AND WATER LINE FROM FROM THE MILLRACE RIVER TO THE PROPERTY JUST NORTH OF 702, 750, 762, & 780 (E)G GAS LINE AD AREA DRAIN THE UNION PACIFIC RAILROAD. IT IS UNCLEAR IF THE FACILITIES DESCRIBED IN THE EASEMENT ARE STILL IN USE. DISCUSSION WITH THE MILL IS BEING S. 28TH ST. — — — -- EDGE OF THE TIME- R/W RIGHT-OF-WAY �_ ° DECIDUOUS TREE CONDUCTED TO DETERMINE THE STATUS OF THE FACILITIES AND THE EASEMENT. SPRINGFIELD, OR 97477 AREA: 11. WARRANTY DEED, BOOK 204 PAGES 353-354, LISTS RESTRICTIONS ON THE PROPERTY DURING ITS ORIGINAL SALE FROM THE CITY OF SPRINGFIELD. IT IS OF -TRAVEL ZONE � CENTERLINE REQUESTED THAT THE CITY VERIFY IF THE RESTRICTIONS STILL EFFECT THE PROPERTY 451,737 SQ. FT — — EDGE OF GRAVEL VISION CLEARANCE TRIANGLE 12. AN EASEMENT DEED, RECEPTION NUMBER 2013-049553, BY COURT ORDER INCLUDES THIS PROPERTY AND ENFORCES A 20.00' EASEMENT CENTERED ON 10.37 ACRES OVERHEAD WIRES WITHIN THERAILROADAND ALONG THE RIGHTS -OF -WAY ADJACENT TO THIS PROPERTY. NO OVERHEAD WIRE INCLUDED IN THE DOCUMENT LINE TABLE LINE BEARING LENGTH L1 N90'00'00"W 20.00 L2 N90'00'00 "E 23.00 TE LEGEND m BUS STOP VICINITY MAP AI/1T T/1 C/1AI E' ►l BOOTH KELLY RD. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) anch 7.1-GINEERING" Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541 .746.0637 www.BranchEngIneering.com REGISTERED PROFESSIONAL LAND SURVEYOR �� C ' W�� OREGON JULY 11, 2023 TUCKER HINES 101987PLS EXPIRES: June 30, 2025 project title: Z J OQ Q a- J 00 Li W 00 z LV .Jo" o > oC�Z w Q� JQ� o Q O U W z CeOO�Z m o�� W0r— FM � � rJ ON. ryo � revisions: date: NOV. 1 1 , 2024 drawn by: MTB designer: AWMS project no: 24-21 2 EXISTING CONDITIONS sheet: I i 0 N TAX MAP: 18-03-01, TAX LOT: 100 IV copyright © 2024 Branch Engineering, Inc. LEGEND NOTES STORMWATER NOTES 3 W 2 H Q m a. N 0 N O� 3 0 CL m _N N d N N G+ 3 O Z O F- a W z z Ld W N CL / 0 L m N N N N i .r N O N CURB LINE SIGN AREA DRAIN EDGE OF ASPHALT -0- POWER POLE T CLEAN OUT _ ._- 477— — -- -- CONTOUR LINE L LIGHT POLE W/ ARM " FENCE LINE 0 TELEPHONE RISER S D STORM MANHOLE I I I I I I RAILROAD TRACK WM WATER METER WASTEWATER MANHOLE/SEPTIC TANK TOP OF DITCH WATER VALVE BOTTOM OF DITCH (+ FIRE HYDRANT GRATING (E)OHW OVERHEAD WIRES TL TAX LOT NUMBER BUILDING (E)Ww WASTEWATER LINE D/W DRIVEWAY F ..— (E)SD STORM DRAIN LINE CO CLEAN OUT _ J GRAVEL (E)W--------• WATER LINE FL FLOW LINE CONCRETE (E)G— GAS LINE AD AREA DRAIN — — EDGE OF THE TIME— R/W RIGHT—OF—WAY DECIDUOUS TREE OF —TRAVEL ZONE CENTERLINE — — EDGE OF GRAVEL VISION CLEARANCE TRIANGLE 0 SD MH RIM= 478.25 10" FL (W)=468.45 TAX MAP: 18-03-01, TAX LOT.- 100 WW MH RIM= 478.15 12" FL (S)=463.19 12" FL (N)=463.17 1. ANY FUTURE DEVELOPMENT MUST COORDINATE WITH UTILITY PROVIDER TO INSTALL AND PLACE UTILITIES UNDERGROUND. 2. EACH PARCEL WILL BE RESPONSIBLE FOR ITS OWN STORMWATER DISCHARGE AND TREATMENT. 3. A LAND DRAINAGE AND ALTERATION PERMIT (LDAP) IS REQUIRED PRIOR TO CONSTRUCTION, PUBLIC OR PRIVATE. 4. ALL PROPOSED EASEMENTS .WILL BE GRANTED/DEDICATED AT THE TIME OF PLATTING. 5. NO PUBLIC IMPROVEMENTS ARE PROPOSED AS PART OF THIS APPLICATION. IT IS UNDERSTOOD THAT THE CITY OF SPRINGFIELD MAY WANT S. F STREET TO BE BROUGHT UP TO CITY STANDARDS. WHICH WOULD INCLUDE THE INSTALLATION OF SIDEWALK, ROADSIDE DITCH, STREET LIGHTS AND STREET TREES. HOWEVER, S. F STREET IS NOT PUBLIC RIGHT—OF—WAY; IT IS AN EASEMENT FOR ROADWAY PURPOSES ON THE PROPERTY OWNED BY THE RAILROAD. THE GRANT DOCUMENT CONTAINS THE FOLLOWING PROVISION: 5.1. THIS GRANT SHALL NOT BE CONSTRUED AS CONVEYING OR OTHERWISE VESTING IN [THE CITY OF SPRINGFIELD] THE RIGHT TO INSTALL OR THE POWER TO AUTHORIZE THE INSTALLATION OF ANY DITCHES, PIPES, DRAINS, SEWER OR UNDERGROUND STRUCTURES, OR THE FACILITIES OF ANY TELEGRAPH, TELEPHONE, OR ELECTRIC POWER LINES IN, UPON, OVER, UNDER, ACROSS OR ALONG SAID PROPERTY, EXCEPT AS MAY BE NECESSARY FOR THE MAINTENANCE OF SAID HIGHWAY AS SUCH, ANY CONSTRUCTION WITHIN THE EASEMENT WOULD REQUIRE CONSULTATION WITH THE RAILROAD COMPANY. WE REQUEST THAT THE CITY CONSIDER AN IMPROVEMENT AGREEMENT FOR ANY REQUIRED WORK WITHIN S. F STREET. THIS APPROACH WOULD MAINTAIN CONSISTENCY WITH ADJACENT PROPERTIES ALONG S. F STREET, WHERE TWO OTHER IMPROVEMENT AGREEMENTS ARE ALREADY IN PLACE. AN IMPROVEMENT AGREEMENT WOULD ALSO ALLOW THE CITY TO CONSULT WITH THE RAILROAD COMPANY FOR THE NECESSARY UPGRADES ALONG THE ENTIRE LENGTH OF S. F STREET, FROM S. 22ND STREET TO S. 28TH STREET, AT A SINGLE TIME, REDUCING THE AMOUNT OF COORDINATION. 12" FL (S)=462.60 12" FL (N)=462.47 WITH THE TYPE OF SOIL THAT HAS BEEN MAPPED BY NRCS, IT IS ASSUMED THAT THE SOIL ONSITE HAS A HIGH INFILTRATION RATE. DUE TO THIS, ALL THE RUNOFF FROM FUTURE DEVELOPMENT COULD INCLUDE INFILTRATION FACILITIES OR ROUTE TO WHERE EXISTING OVERLAND FLOW IS BEING DIRECTED TO THE SOUTHEAST THROUGH THE PROPOSED PRIVATE DRAINAGE EASEMENT. LANDSCAPE NOTES STREET TREES: NO STREET TREES ARE PROPOSED AS PART OF THIS PARTITION. NO DEVELOPMENT IS CURRENTLY PROPOSED ON ANY OF THE PARCELS. IT IS ASSUMED THAT UPON FUTURE DEVELOPMENT OF PARCELS, THEY WILL BE REQUIRED TO GO THROUGH SITE REVIEW AT WHICH POINT STREET TREES CAN BE PLANTED. LINE TABLE LINE # BEARING LENGTH L 1 N90'00'00 "W 20.00 L2 N90'00'00 "E 23.00 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) anch A'GINEERING- Since 1977 civil • transportation structural • geotechnical S U R V E Y I N G 310 5th Street Springfield, OR 97477 p: 541 .746.0637 www.BranchEngineering.com REGISTERED PROFESSIONAL LAND SURVEYOR Jwk C. zoo OREGON JULY 11, 2023 TUCKER HINES 101987PLS EXPIRES: June 30, 2025 project title: Z J O d 00 oC Q Q Vi o W oo z LLI J o ~ o > ��Zw — Q�Qo o ao� M� I w " O O I. z CO z w O�Nrvo, liiiiiimm Lim revisions: date: NOV. 1 1 , 2024 drawn by: MTB designer: AWMS project no: 24-21 2 TENTATIVE PARTITION PLAN sheet: N copyright © 2024 Branch Engineering, Inc.