Loading...
HomeMy WebLinkAboutPlat, Partition APPLICANT 8/10/2021TENTATIVF PAR1TI0N EF D Y 7 A D, N R C LL 2E7 DEADMOND FERFY RD Tax Map: Lot: 17-03-15-4C 1800 VICINITY MAP ` PROJECT SITE SCHEDULE OF DRAWINGS 1-1.0 COVER SHEET L2.0 SITE ASSESSMENT OF EXISTING CONDITIONS DESIGN TEAM MEMBERS OWNER/APPLICANT DEADMOND FERRY PROJECT, LLC 84936 PEACEFUL VALLEY ROAD EUGENE, OR 97405 (541) 953-7332 CONTACT: MIKE O'CONNELL, SR. mikeoconnellsr@gwestoffice.net PLANNER/LANDSCAPE ARCHITECT THE SATRE GROUP LAND USE PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 CONTACT: JOHN ANDERSON, ASLA johna@satregroup.com SURVEYOR BRANCH ENGINEERING 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: DAN NELSON, PLS DanN@branchengineering.com Cmll BRANCH ENGINEERING 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: NATHAN PATTERSON, PE NathanP@branchengineering.com BUILDING DESIGN LUKE DESIGNS, INC. 1253 D STREET SPRINGFIELD, OR 97477 (541) 746-7757 CONTACT: MONTY LUKE lukedesigns7@gmail.com (f LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 8-5-21 + LANDSCAPE ARCHITECTS ll�)GIST lqr • / 1 � Lu I w 0 J X W O ¢ of Z C� O W W U) LL W J a r } p x ¢ o � fn m Z x r L� j an Z } O Y LL K r O W a O a a�� pp0of LL O � Z - w x ¢ w worrnx Q C4 00 oxw¢Wr ¢ O z 0 = } �} F0 O � r r r QLL N 00 �ZxoLLQ U¢ozoa A 6i C d" N �F-OC7Z0 U*% x = W "f 6 = Q Z r Revisions W fB m w a } 4L " � 0 o ¢U W� Or Z¢ r ZmU U � } p O zJ m 2 O J N ui E O 4zor�o Ltd Jif-�W d:0 � WOZ-W� �W coo Q = ZU W Za.LL� zcnC¢ -, ateww Q a�¢w�wC' VI N a) (O rt 0 r S W LL d'm¢F,N� W 7 � N �u3F- LO C r U K -2C7 � W f/jwZr W m, a N 3 ❑ w v ;n N% ❑ C6 a M d xx<amza r wam O:D(n ll�)GIST lqr • / 1 � IN l I 1 C� o � L� j an pW LL Q L C� P -A �} F0 ®o ® o © QLL O 00 w ® z C� - l -�il- I N (/i i Revisions # Date Description f zz LD <1 E z a t- w > m, a N 3 ❑ w v ;n N% ❑ C6 a z Z F- IN 1NW —(E)WW (E)WW c- (E)0HW (E)OHW (E)O1 LEGEND — — PROPERTY LINE - EDGE OF ASPHALT - CURB LINE -(E)SD STORM DRAIN LINE — (E)WW WASTEWATER LINE ----- (E)OHW OVERHEAD WIRES 0 0 o FENCE LINE EASEMENT LINE -----439 ---- CONTOUR LINE O r L BUILDING ti CONCRETE O CO DECIDUOUS TREE 0. r WASTEWATER MANHOLE SD STORM DRAIN MANHOLE X LL�I CC CURB INLET LL L r POWER POLE D TELEPHONE RISER wM WATER METER W WATER VALVE L r CL% O FIRE HYDRANT 0 BOLLARD � Cc 1011 i Aiwa f- N GGA TOP OF CONCRETE ELEVATION + Q W Z ��ZZa=ir 6® M 0. ixQ¢mza f Wan O:D(n x �Q 10 C3 ++ EDGE OF PAVEMENT ELEVATION +++ ON U X FFG `PE ARG I +++ TOP OF CURB X +++ X SPOT ELEVATION BENCHMARK ELEVATIONS ARE BASED ON RTK CPS OBSERVATIONS TAKEN ON NOV. 20, 2020 USING THE OREGON REAL-TIME GEODETIC NETWORK AND GEOID 12A(NAVD88) NOTES 1. 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 ACTUAL LOCATION OF UNDERGROUND UTILITIES. 2. ALL DISTANCES SHOWN ARE IN FEET. J. BEARINGS BASED ON THE NORTH LINE OF DLCJ46 BEING N89 -56'00"E DEED 2019-018429 (E)W (E)W (E)W (E)W­---� 5//97R IBMNCH G 0 (E)SD SAN MH U RIM,:435.48 SITE ASSESSMENT OF EXISTING CONDITIONS 1. Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor • Plan reviewed by a licensed Landscape Architect. • Survey prepared by licensed professional land surveyor. 2. Vicinity Map • See sheet L1.0 for vicinity map. 3. The name, location and dimensions of all existing site features including buildings, curb cuts, trees, and impervious surface areas, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use, size, setbacks from property lines, and distance between buildings. • See plan this sheet. 4. The name, location, dimensions, direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Developments Services Department. • Per the Water Quality Limited Watercourse Map the site contains no watercourses. 5. The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision. • Project Site is partially located in Zone X: Areas determined to be outside 500 -year floodplain • Project Site is partially located in Zone AE: Areas determined to be in the 100 -year floodplain 6. The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map on file in the Development Services Department. • Project site is located in the 2-5 year Time of Travel Zone. 7. Physical features including, but not limited to trees 5" in diameter or greater when measured 4 1/2 feet above the ground (stands of more than five (5) trees may be shown as a cluster with mix of trees species noted), riparian areas, wetlands and rock outcroppings. • See plan for location of all trees 5" or larger. Site contains no riparian areas, wetlands or rock outcroppings. WELLHEAD PROTECTION AREAS MAP EXCERPT Time of Travel Zones 1 -year TOT 2 years 5 years 10 years g 20 years QZone of Concentration (99 -yr TOT) 5-99 combined ZOC 10-99 combined ZOC 20-99 combined ZOC e 1 .. W 11 0 f LANDSCAPE ARCHITECTS -F _ GROUP W -M W O I O O I Q~�ti>O ZO w W(nW�WJ 1J0 OxzQ=F Z'-= � LU O } d W W 1= 83 _ O r L " oU, 0 0 0 U U o w 2 ti >ao-�X =Woo QN� O CO 0. r fn 2 a O L t U Q U W O X LL�I CC Q > w� 0 Q n. 0 LL L r a'aoom U ~ Q O R® N t E I O m S O J ' ¢zoLU s 5i 21 0 2,2, f ' _ �y 0. (n Wa n Zo�OaLLcn L r CL% O Q1000 Q Wow d WW ~fnJ H 7 � Cc 1011 i Aiwa f- N �aj� LU L' W J O �lqF �ZO0: = Q W Z ��ZZa=ir 6® M 0. ixQ¢mza f Wan O:D(n G I S 10 C3 O N r ON U 8-13-19 `PE ARG I Z Z 0 UJ 0 Z 0 ® LU F L n �Q 0. z❑ wwl LL w rn LL co 0 0 O W Z Q LLL Q W LU Z LA 11 Q 1 N a N (1) SCALE 1" = 20'- 0" 0' 10' 20' N 3$��o NTS a } PROJECT 51 T E SOILS FEMA FLOOD INSURANCE RATE MAP EXCERPT SOILS ON SITE ARE 100% MALABON SILTY CLAY LOAM. SPECIAL FLOOD HAZARD AREA: ZONE AE THESE SOILS ARE CHARACTERIZED BY THE USDA AND NRCS AS: SLOPES LESS THAN 3% WELL -DRAINED MODERATELY HIGH (0.20 TO 0.57 IN/HR) WATER TRANSMITTAL RATE OUTSIDE 0.2% ANNUAL NOT HYDRIC SOILS IN HYDROLOGIC SOIL GROUP C FLOODPLAIN CHANCE FLOOD 56 MAG NAIL 52 438.86 FND 5/8 IR SKINNER LEGEND Deadniond Ferry Rd EXISTING DECIDUOUS TREE TO REMAIN ' k EXISTING DECIDUOUS TREE TO REMOVE ADDITIONAL DETAILS IN TREE PRESERVATION PLAN, SHEET L8.0 I St Josetali Pi N NTS LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 8-5-21 WATER QUALITY LIMITED WATERCOURSES MAP EXCERF`� Springfield, OR kVater Quality LimitedWatercourse (>1000cfs) Riparian Resource Site Plan Review for Property within 150' Riparian Corridor - 75' Local 4detiands Inventory Tributary to lWater Quality Limited Watercourse i <1000cfs} Floodplain ZoneA Site Plan Review for property within 1 CO' Riparian Corridor - 50' Floodplain ZoneAE 'Nater Quality Limited'Natercourse (<1000cfs) Floodway Site Plan Review for Property within 150' Riparian Corridor - 50' i 11 0 f LANDSCAPE ARCHITECTS -F SATRE GROUP W -M W O I O O I Q~�ti>O ZO w W(nW�WJ 1J0 OxzQ=F Z'-= � LU O } d W W 1= 83 _ O r L " oU, 0 0 0 U U o w 2 ti >ao-�X =Woo QN� O CO 0. r fn 2 a O L t U Q U W O X LL�I CC Q > w� 0 Q n. 0 LL L r a'aoom U ~ Q O R® N t E I O m S O J ' ¢zoLU LO 0 d; v 5i 21 0 2,2, f ' _ �y 0. (n Wa n Zo�OaLLcn L r CL% O Q1000 Q Wow d WW ~fnJ H 7 � Cc 1011 i Aiwa f- N �aj� LU L' W J O �lqF �ZO0: = Q W Z ��ZZa=ir 6® M 0. ixQ¢mza f Wan O:D(n G I S 10 C3 O N r ON U 8-13-19 `PE ARG I Z Z 0 UJ 0 Z 0 ® LU F L n �Q 0. z❑ wwl LL w rn LL co 0 0 O W Z Q LLL Q W LU Z LA 11 Q 1 N a N (1) SCALE 1" = 20'- 0" 0' 10' 20' 40' Revisions # Date Description I I i a) i ZZ J E 7 Qm — Y o NUP d a¢ M Z Z a N o 6 0 T o ab Q w a _J i– i , L2mO z z a. r- 12 i47 0 00 ro 0 - En O O a. C 3 Ii 0 0 O W Go 04 "I Ul) C4 0 C14 LEGEND Eli 01MIN11 MIN CITY LIMITS LINE V.A.J L_L_ HEALTH CARE CENTER CHAD DR REGISTER GAURD RANDY PAPE BELTLINE 569 WA CI RIM=438.14 8" FL (S)=433.90 k WW MH (2) D(. FIRE HYDRANTS RIM= 438.43 12" FL (E)=421.34 -(E)WNV -(E)W'W --(EA%N-(E)WW -(E)AW V E)ffW-- E) \En E)- 12" FL (W)=421.36 !,J SD -(F,SD -(E)SU �--(E)SD -(F)SD -(E)SD -(EIS D -(ENSD -k(E) SD MH 'S RIM=438.08 -^AnWAY on SITE DATA ZONING LDR - LOW DENSITY RESIDENTIAL METRO PLAN DESIGNATION LDR - LOW DENSITY RESIDENTIAL EXISTING USES SINGLE FAMILY RESIDENCE FLOODPLAIN AND FLOODWAY THIS SITE WAS REMOVED FROM THE FLOODPLAIN WITH LOMA CASE NO. 21-10-0350A. SOIL TYPES ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, THE EXISTING SOILS ARE. - (75) M4LABON SILTY CLAY LRAM THIS SOIL HAS A SEASONAL HIGH WATER TABLE DEPTH >200 CM FROM NOV TO MAY. WELLHEAD PROTECTION AS ILLUSTRATED IN THE WELLHEAD PROTECTION AREAS MAP, THIS SITE IS WITHIN THE 2 YR AND 5 YR TOT OF SPORTS WAY. WATERCOURSES ACCORDING TO THE WATER QUALITY LIMITED WATERCOURSE MAP THERE ARE NO WATER QUALITY LIMITED WATER COURSES NEAR THE SITE. ELEVATION DATUM ELEVATIONS ARE BASED ON RTK GPS OBSERVATIONS TAKEN ON NOV. 20, 2020 USING THE OREGON REAL --TIME GEODETIC NETWORK AND GEOID 124(NAVD88). SITE PROPERTY LINE drawn by: EASEMENT LINE designer: CURB project no: FENCE INTERNATIONAL WAY EDGE OF AC PAVING -(E)W-(E)W-(EfW-- WATER LINE Fm WASEWATER SEWER STORM WATER U OVERHEAD WIRE ------ ELEVATION CONTOUR SYMANTEC FLOW ARROW ER awmic METER Fw-m-1 WATER METER >< WATER VALVE +6+ WATER HYDRANT 6 mAlf, WASTEWATER MANHOLE STORMWATER MANHOLE ANNEX CURB INLET W POWER POLE 0 BOLLARD A" CONCRETE BUILDING Al DECIDUOUS TREE TREE TO BE REMOVED cc V.A.J L_L_ HEALTH CARE CENTER CHAD DR REGISTER GAURD RANDY PAPE BELTLINE 569 WA CI RIM=438.14 8" FL (S)=433.90 k WW MH (2) D(. FIRE HYDRANTS RIM= 438.43 12" FL (E)=421.34 -(E)WNV -(E)W'W --(EA%N-(E)WW -(E)AW V E)ffW-- E) \En E)- 12" FL (W)=421.36 !,J SD -(F,SD -(E)SU �--(E)SD -(F)SD -(E)SD -(EIS D -(ENSD -k(E) SD MH 'S RIM=438.08 -^AnWAY on SITE DATA ZONING LDR - LOW DENSITY RESIDENTIAL METRO PLAN DESIGNATION LDR - LOW DENSITY RESIDENTIAL EXISTING USES SINGLE FAMILY RESIDENCE FLOODPLAIN AND FLOODWAY THIS SITE WAS REMOVED FROM THE FLOODPLAIN WITH LOMA CASE NO. 21-10-0350A. SOIL TYPES ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, THE EXISTING SOILS ARE. - (75) M4LABON SILTY CLAY LRAM THIS SOIL HAS A SEASONAL HIGH WATER TABLE DEPTH >200 CM FROM NOV TO MAY. WELLHEAD PROTECTION AS ILLUSTRATED IN THE WELLHEAD PROTECTION AREAS MAP, THIS SITE IS WITHIN THE 2 YR AND 5 YR TOT OF SPORTS WAY. WATERCOURSES ACCORDING TO THE WATER QUALITY LIMITED WATERCOURSE MAP THERE ARE NO WATER QUALITY LIMITED WATER COURSES NEAR THE SITE. ELEVATION DATUM ELEVATIONS ARE BASED ON RTK GPS OBSERVATIONS TAKEN ON NOV. 20, 2020 USING THE OREGON REAL --TIME GEODETIC NETWORK AND GEOID 124(NAVD88). VICINITY MAP TAX MAP 17-03-15-40., TAX LOT 1800 ILVIJYI 19 It W 4V I4 DI 4111LI I LI 111911111"MI 11119, HIL. LEGEND FIRE HYDRANT BUS STOP 1 N i SCALE.- 1`- 1000' CI 76 RIM=435- ,576 FL (S)=431.04 D( F71RE HYDRANT WW MH— RIM=435.48 NOT DIPPED WW MH RIM= 435.44 8" FL (N)=422.64 12- FL (E)=422.50 12" FL (W)=422.46 anch NGINEERING Since 1977 civil e transportation structural 4, geotechnical SURVEYING 310 5th Street Springfield, ©R 97477 p: 541.746.0637 www. Branch Eng i neeri ng. com (E,)W------kF)WW --(E)WkY W i T DEADMOND -tFERRY RD. f. E)SD-(t)Sk-(E)SD-(E) D (£)SD -(E)SD -(E)SD -(E)SD (E)SD-(E)SD-(E)S (E)SD -(E-JSD -(E)SD (E)SD,-(E)SD-(E)SD-(E)SD-(E)SD-' JPR �E) S ')SD (E) k C3 RECENTLY INSTALLED —SD MH O" mIn I Mr- AI/1T ^I& A Arc nc U P opo�@dywu 12-1 2 PW EXPIRES: DECEMBER 31, 2022 project title: m AUG. 61 2021 drawn by: ARS designer: DAN project no: 20-517 INTERNATIONAL WAY Fm U -for SYMANTEC PEACEHEALTH mn CORPORATION RIVERBEND ANNEX W E GAME FARM RD DEADMOND FERRY RD a _ BELTLINE cc 0 LLQ Q 0 UJ Ce Cie Z 0 Z> PEACEHEALTH U.J LA. Lu(J 0 RIVERBEND aHOSPITAL 0% la— J LLJ CC Z U. UJ UJ cr_ R -i 00 0. r*4 LA U.S. POST OFFICE 5 GATEWAY MALL VICINITY MAP TAX MAP 17-03-15-40., TAX LOT 1800 ILVIJYI 19 It W 4V I4 DI 4111LI I LI 111911111"MI 11119, HIL. LEGEND FIRE HYDRANT BUS STOP 1 N i SCALE.- 1`- 1000' CI 76 RIM=435- ,576 FL (S)=431.04 D( F71RE HYDRANT WW MH— RIM=435.48 NOT DIPPED WW MH RIM= 435.44 8" FL (N)=422.64 12- FL (E)=422.50 12" FL (W)=422.46 anch NGINEERING Since 1977 civil e transportation structural 4, geotechnical SURVEYING 310 5th Street Springfield, ©R 97477 p: 541.746.0637 www. Branch Eng i neeri ng. com (E,)W------kF)WW --(E)WkY W i T DEADMOND -tFERRY RD. f. E)SD-(t)Sk-(E)SD-(E) D (£)SD -(E)SD -(E)SD -(E)SD (E)SD-(E)SD-(E)S (E)SD -(E-JSD -(E)SD (E)SD,-(E)SD-(E)SD-(E)SD-(E)SD-' JPR �E) S ')SD (E) k C3 RECENTLY INSTALLED —SD MH O" mIn I Mr- AI/1T ^I& A Arc nc U P opo�@dywu 12-1 2 PW EXPIRES: DECEMBER 31, 2022 project title: revisions: date- m AUG. 61 2021 drawn by: ARS designer: DAN project no: 20-517 Fm U UJ mn 0 W a _ cc 0 LLQ Q 0 UJ Ce Cie Z 0 Z> U.J LA. Lu(J 0 Zo � 0D 0% la— J LLJ Q Z U. UJ UJ o� z ce 00 0. r*4 LA revisions: date- m AUG. 61 2021 drawn by: ARS designer: DAN project no: 20-517 EXISTING CONDITIONS/ DEMO PLAN sheet: I of 2 W RIM=438.14 8" FL (S) WW MH RIM= 438.43 12" FL (E)=421-34 -:, ---; 12" FL (W)=421.36 CEll E)S {EISA j: SO MH a RIM=438.08 f 8" FL (N)=433.07 CONCRL ROADWAY � 12" FL (E)=432.84 1 10" FL (S)=432.96 ,I 12" FL (W)=433.06 T r CI -' RIM=438.08 10" FL (N)=433.41 LEGEND EXISTING AUG. 61 2021 PROPOSED ARS i0 0 CITY LIMITS UNE —w—w—w— WATER PIPE SITE PROPERTY UNE -- wa— M . WASTEWATER PIPE -- -- - - -- -- - - EASEMENT LINE --an 30 STORMWATER PIPE CURB -R.----- FIRE LINE - - FENCE E E -E - ELECTRIC UNE EDGE OF AC PAVING v v v ® JOINT UTILITY TRENCH (E)W---(E)` (E) WATER LINE n CLEAN OUT WASEWATER SEWER CATCH BASIN a� STORM WATER ® DfTCH INLET" �---_� OVERHEAD WIRE - - - - - Z_- _ _ _ _ ELEVATION CONTOUR AREA DRAW O 24" PVC BASIN FLOW ARROW 40 BACKWATER VALVE wM WATER METER � LIGHT POLE DQ WATER VALVE �-� STREET LIGHT +6+WATER HYDRANT WASTEWATER MANHOLE k` STORMWATER MANHOLE �m4 ro� CURB INLET 10- POWER POLE o BOLLARD CONCRETE r ' BUILDING DECIDUOUS TREE NOTES 1. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF FIELD LOCATION OF z z SURFACE FEATURES AND AS --BUILT DRAWINGS NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OR DEPTH OF UNDERGROUND LINES a. 2. STORMWATER TO ENTER CITY STORMWATER SYSTEM THROUGH A WEEPHOLE THROUGH THE 12 CURB AT DEADMOND FERRY ROAD. N 00 3 O a EASEMENTS m SITE IS SUBJECT TO BLANKET EASEMENT RECORDED NOV. 29, 1910 IN BOOK 87, PAGE 279, LANE ' COUNTY OREGON OFFICIAL RECORDS a i 0. _L GRAPHIC SCALE 0 N d N N TAX MAP 17-03--15--40, TAX LOT 1 800 IV copyright © 2012 Branch Engineering, Inc. EANq 6" WASTEWATER CONNECTION zy-=. -(E)SD 13 DEADMOND F t t STORMWATER CONNECTION WEEPHOLE FL: 438.35 WW MH---\ RIM=435.48 NOT DIPPED RIM=435.76 FL (S)=431.04 WW MH RIM= 435.44 8" FL (N)=422.64 12" FL (E)=422.50 12" FL (W)=422.46 ��i;'r'Fa` {£}'�'A �El�%'? ,E}S'xY� {�}�'4°: {E`+s:�r � �.'r' r�'{ rE��,ty E'i7t�: sty;' � _. ° �'�•. RD. .iSO tE?S:: (FISC­(E)SD fF)SD (E"30 fE.?SrCE* -`.; v, `-SD MH f v RIM=435.95 WATER 12" FL (N)=429.87 CONNECTIONS 15 FL (E)=429.61 u 12" FL (S)=4429.86 PROPOSED ti A .. FL (W)=429.74 STREET LIGHT 11'+/- WIDE AC PAVED PEDESTRIAN PATH TO REMAIN ACCESS EASEMENT BENEFITTING 287 DEADMOND FERRY RD. anch N"GINEERING.- Since 1977 civil • transportation structural • geotechnical SURVEYING 310 Sth Street Springfield, OR 97477 p: 541.746.0637 www. 8ranchEng i n e e r i ng.com F EGISTERED OFESSIONAL D SURVEYOR PRE-LI11M.NARY OREGON MAY 12, 2011 DANIEL ADAM NELSON 84832PLS EXPIRES: December 31. 2022 project title: u J J V LLJ Mn 0 Z G1C 0 DC W LL0 d. � W �o Z > Wu LJ- W 0� z 0 0 LLJ az WL-) �� UJ UJ 00 CL N (/') revisions: date: AUG. 61 2021 drawn by: ARS designer: DAN project no: 20-517 LAND DIVISION TENTATIVE PLAN sheet: 2 of 2