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Home My WebLink AboutPlans Applicant 5/24/2023OXWOOD SUBDIVISION TENTATIVE PLAT- ; COVER SHEET -EXISTING CONDITIONS / I I SUBJECT m I NW 1/4 SE 1/4, SECTION 35, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M. PROPERTY SPRINGFIELD, LANE COUNTY, OREGON 4 I I DATE PREPARED: MAY 18, 2023 = Stepp Sand® L17-02-35.42-0115Oer: 4�1117-02-35-02-0112Owner: McCleohan Kirk & Wendy S0SCALE1"=30'T� C I 17-02-35-02-00113\ I . ` o dg O N . 'e VICINITY MAP NOT TO SCALE \ o Owner: Paz Dia. I � $v '1'RACTA I e smno.m.e�m lswsa .wSCS't o92 � \ C 0 w^''s rn aJ 17-02-3542-01300 101' _ -. A \ Owner: Clark Concepion PRO SEDTPUE I i 17-02-35-02-00114 o Owner: Holliday Ronald &KrysatuL O r) SITE ADDRESS: I 7388 MAIN ST D SPRINGFIELD, OR 97478 a \ \IOP Proposed R WDedieadon _ ww _ _ _ _ — ww o — OWNER: g \ _ o — ww 17-02-35-42-01400 _ _ _ ww — — OXWOOD PROPERTIES A STREET LLC I Owner: Davenport Brian L & K A LO7., _ _ _ ww' — ww — — — 88695 GENTRY ST 11100w0 \ sa AST 4 EUGENE, OREGON 97402 APP I 5•PUE I � OXWOOD PROPERTIES A STREET LLC t u _ 25' 88695 GENTRY ST `�vs 41 / — EUGENE, OREGON 97402 X111 �W TPB o- �J ( 4 U APPLICANT/OWNER REPRESENTATIVE: METRO PLANNING, INC srue 846 A STREET I o I LOTe "t'� �qg5 a SPRINGFIELD, OREGON 97477 I wrz PROPOSED I tpf _em' PH: 541-302-9830 `p I VARIABLE "�c°I'T/S' .✓J n-o2asaB cEss �— SURVEYOR: Owner.Davmporto&KA I UTILITYt EASEMENT 14' ' EGR&ASSOCIATES, INC as o o TPUE l 2535B PRAIRIE RD EUGENE, OREGON 97402 1 114, PH: 541-688-8322 s ENGINEER: / ^ D _ PROPos® A & O ENGINEERING, LLC 380 O STREET SUITE #200 17-02-35-42-0160017-02-35-42-01600oSn Garner: Colmenares Hihniol ' VARIABLE SPRINGFIELD, OREGON 97477 F 1113.0 Mal ACS03°u I EASEMENT NOTE: Boundary mey PH: 541-302-9790 move Easterly 4.4' ' ZONING: � � LD LOW-DENSITY RESIDENTIAL 6 17-02-3542-01700-- - sF Owner: Billeaudeaux Anna & Ryan K _ ---"- --- � a6,1199Fw..WIn Ewltlln6mwlope i . \ I T PUE 1OT GRAVEL rz,v s +arts srwaamtiuwmem.+m° ]0' POE GRAVEL Eon (,RAVEL -' au,zmsF WELL a 1 ieiie aram'vewamsmw=mpe _� O LOT9 :12211 sF ' tssFa/;�mwams(((mrewre� PROPOSED ..L l03' � m Q10. PUP • d' ° .. - 90? ,• d•'• .•Q •• •,a .a f EGISTE 17-02-35-42-018110 --- - - __ . ° - .. ROFE SR L Owner I)hazCharles %° j '1 __ ... •. °", 44� G : a• •' • LAND SLI OR 17.OIY PEE PER d • . : ° •.. i .'.•. M� •t .n DOCUMENT NO. - d • Y •. T ' 95-52775 & 95-52776 • .. • ---��---- • _ i♦ 1 . d• — _l1l' _ • .• -- �� d ...� '.' d •.. .•' ' :d . • •Q' .� 'o.� .' •d_---�`---�-... • '• • .. . ' .�. d . 69960 a°-' : `. ••. a a .Z---"� EXP 23 / a _ • .•; ♦ 43'PAVING ° • . WIDTH T ° •.?--�'.-.-�-.-- •' • ' 'Y• ° • 'r a • 17-02-35-00-03705 a'a' e, . . •. a ,d • STS' ,, �. - Owner:LarswFamily Tian EGR & Associates, Inc .: 4.. •".... d.: - • •o•a \/ �17 ',-• 52'PAVING•�. A, t p°a'• ya -' `�-- - _ Engineers, Geologists, and Surveyors . . .•; WIDTH O: .w a --ra.--�` A. d .d ° �' ' ,' , • , a. -� 2535B Prairie Road (541) 688-8322 .• ' . •d \ .o q . e Eugene, Oregon 97402 Fax (541) 688-8087 • a ---_-.-� o METRO PLANNING, INC F -00-n3702 trove M 846 A STREET Fa Owner: Musgrove Family Land Holdings Inc O Map compiled from record data, Lane County GIS SPRINGFIELD, OR. 97477 Shapefiles, Aerial photos, Dogami Lidar data, and survey 541-302-9830 PLANNING NUMBER field data gathered by EGR & Associates, Inc. JOB No. 22-022 ASSESSORS MAP/LOT: 17-02-35-42-00200, 00202, & 00300 Prepared By: GTX 17-02-35-42-01300 Own.: Clark CanaT. 17-0235-42-01400 Own.: Davenport Brian L & KA 17-02-35-42-0112 Own.: Stepp SarvlraL ro mow' f T PUE T PUE y 17-02-35-42-00113 Owner: Paz Dianna M T PUE y 17-02-3542-01500 Own.: Davenport Brian L & KA 17-02-3542-01600 Own.: Col.... Hll.io I 1 17-02-35-42-01700 Owner: Bdleaud. Anna & By. K .j mese LOTS OXWOOD SUBDIVISION TENTATIVE PLAT - POSSIBLE FUTURE DEVELOPMENT PLAN NW 1/4 SE 1/4, SECTION 35, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M. SPRINGFIELD, LANE COUNTY, OREGON DATE PREPARED: APRIL 21, 2023 17-02-3542-0115 Owner: McCknhan Kirk & Wordy S ro�¢yQ^ y1 17-02-35-42-00114 Owrer: Holliday Ronald F & Kgsfi. L LOT 3 WT4 AST PLANNING NUMBER ASSESSORS MAPILOT: & 00300 17-02-3500.03702 Owns: Musgrove Family Land Holdings Inc 17-02-35-00-03705 Own.: Larson Family Tmat Revised By: GTX P4I'ti�s�I SCALE I"=50' k VICINITY MAP NOT TO SCALE SITE ADDRESS: 73M MAIN ST SPRINGFIELD OR 97478-7444 OWNER: OXWOOD PROPERTIES A STREET LLC Mass GENTRY ST EUGENE, OREGON 97402 APPLICANT: OXWOOD PROPERTIES A STREET LLC Mass GENTRY ST EUGENE, OREGON 97402 AGENT: METRO PLANNING, NC JED TRUETT, AICP 846 A STREET SPRINGFIELD, OREGON 97477 PH: 541-302-9830 ZONING: LD LOW-DENSITY RESIDENTIAL Map compiled from record data, Lane County GIS Shapefiles, Aerial photos, Dogami Lidar data, and survey field data gathered by EGR & Associates, Inc. METRO PLANNING, INC z846 A STREET SPRINGFIELD, OR. 97477 541-302-9830 SOB NO. 22M ao sO WT11 � \ ]'PUE —� WT 10 � O VT Y Owner: Diaz Ch la � ].0P PUE PER TNO N JDOCLM 95-52775&95-52776 � 1 � 1y _ � ld PUE Nyon S e � ro�4yQ c � fi 1 4 Sf 14'P T PUB � � � SCALE 1" = 30' 3.oT A4 TPUE 1 � wTau � �r Y 3 arae ave � 0' PUE PLANNING NUMBER ASSESSORS MAPILOT: & 00300 17-02-3500.03702 Owns: Musgrove Family Land Holdings Inc 17-02-35-00-03705 Own.: Larson Family Tmat Revised By: GTX P4I'ti�s�I SCALE I"=50' k VICINITY MAP NOT TO SCALE SITE ADDRESS: 73M MAIN ST SPRINGFIELD OR 97478-7444 OWNER: OXWOOD PROPERTIES A STREET LLC Mass GENTRY ST EUGENE, OREGON 97402 APPLICANT: OXWOOD PROPERTIES A STREET LLC Mass GENTRY ST EUGENE, OREGON 97402 AGENT: METRO PLANNING, NC JED TRUETT, AICP 846 A STREET SPRINGFIELD, OREGON 97477 PH: 541-302-9830 ZONING: LD LOW-DENSITY RESIDENTIAL Map compiled from record data, Lane County GIS Shapefiles, Aerial photos, Dogami Lidar data, and survey field data gathered by EGR & Associates, Inc. METRO PLANNING, INC z846 A STREET SPRINGFIELD, OR. 97477 541-302-9830 SOB NO. 22M ao sO WT11 � WT 10 � Owner: Diaz Ch la ].0P PUE PER TNO JDOCLM 95-52775&95-52776 � 1 � 1y _ � ld PUE Nyon S PLANNING NUMBER ASSESSORS MAPILOT: & 00300 17-02-3500.03702 Owns: Musgrove Family Land Holdings Inc 17-02-35-00-03705 Own.: Larson Family Tmat Revised By: GTX P4I'ti�s�I SCALE I"=50' k VICINITY MAP NOT TO SCALE SITE ADDRESS: 73M MAIN ST SPRINGFIELD OR 97478-7444 OWNER: OXWOOD PROPERTIES A STREET LLC Mass GENTRY ST EUGENE, OREGON 97402 APPLICANT: OXWOOD PROPERTIES A STREET LLC Mass GENTRY ST EUGENE, OREGON 97402 AGENT: METRO PLANNING, NC JED TRUETT, AICP 846 A STREET SPRINGFIELD, OREGON 97477 PH: 541-302-9830 ZONING: LD LOW-DENSITY RESIDENTIAL Map compiled from record data, Lane County GIS Shapefiles, Aerial photos, Dogami Lidar data, and survey field data gathered by EGR & Associates, Inc. METRO PLANNING, INC z846 A STREET SPRINGFIELD, OR. 97477 541-302-9830 SOB NO. 22M 17-02-35-4201300 Owner: Clark Caneepion 17-0235-42-01400 Owner: Davenport at. L & KA S� OXWOOD SUBDIVISION TENTATIVE PLAT - pnav � POTENTIAL LAYOUT eg1188FwahicrwNigmve4pe /,y NW 1/4 SE 1/4, SECTION 35, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M. TPUE 1 LOTS _ - SPRINGFIELD, LANE COUNTY, OREGON mtno aF la PUE DATE PREPARED: MARCH 25, 2023 �, a.uasF.,;w.eu:wBenrense __ 17-02-35-42-0112 WT9 Owner: Stepp Sandra L .AuasFmmes�uuners ®sense -, 17-02-3542-0115 PROPOSED � Yp. Q,�ro Owner: MCCknhen Kirk & Wendy S 10, 17-0235-420190(1 1]-0235-4201800 �_ Owner:DiazCharla 7 PUE PER J CL DOCUMENTNO X9 5-52]]5&95�76� — f T FILE T PUE y � 111• Nyns S Owner: P. Dr. M w 6 g'q iRACfA swnnN.e. 51 li' H a yg � pane• sQ. 9�4'� o a � w 101' PROPOSED T FILE a 17-02-35-42-00114 gg 6 la+/- Roposed Owrer: Holliday Ronald F & Krysdna L R/V✓Ded,,a n mae \sa AST Z177� 5 �y 17a L l� � TPUE 0. �pnTpG' N csLOT i or2 Ca'' PROPOSED c � �Y�`"g0. 5 VARIABLE r1 c TPUE WIDTH JOINT N - 17-02-3542-01500 ACCESS Owner:Davaapat BrianL&KA LUILITY 4 kf EASHvIEN'1' � ^� gs 6 T PUE 114' � sP 17-02-3542-01600 � PROPOSED Owner: Latin... ara Hilario I / VARIABLE WIDTH JOINT m ACCFSUTILITY EASEN[ENT / 1 17-02-35-42-01700 Owner Bdleaudeaue Anna & Ryan K IA 7 *v6U .4118SFwe:.�a,�. 17-02-3500.03702 Owner: Musgrove Family Land Holdings Inc PLANNING NUMBER ASSESSORS MAPILOT: 17-02-35-42-00200, 00202, & 00300 NOTE: Boundary may move Easterly +/- 44 / LOT6 pnav � eg1188FwahicrwNigmve4pe /,y TPUE 1 LOTS _ mtno aF la PUE �, a.uasF.,;w.eu:wBenrense __ WT9 trap�aF .AuasFmmes�uuners ®sense -, PROPOSED � 10, 17-0235-420190(1 1]-0235-4201800 �_ Owner:DiazCharla 7 PUE PER J CL DOCUMENTNO X9 5-52]]5&95�76� — � 111• Nyns S 17-02-3500.03702 Owner: Musgrove Family Land Holdings Inc PLANNING NUMBER ASSESSORS MAPILOT: 17-02-35-42-00200, 00202, & 00300 NOTE: Boundary may move Easterly +/- 44 / LOT6 pnav � eg1188FwahicrwNigmve4pe /,y TPUE 1 la PUE 17-02-35-00-03705 Owns: Larson Family Trus SCALE 1" = 30' Revised By: GTX �I'ti�s�I _LL_ SCALE 1 50' k VICINITY MAP NOT TO SCALE SITE ADDRESS: 73M MAIN ST SPRINGFIELD OR 97478-7444 OWNER: OXWOOD PROPERTIES A STREET LLC 88695 GENTRY ST EUGENE, OREGON 9]402 APPLICANT: OXWOOD PROPERTIES A STREET LLC 88695 GENTRY ST EUGENE, OREGON 97402 AGENT: METRO PLANNING, He JED TRUETT, AICP 846 A STREET SPRINGFIELD, OREGON 97477 M'1-302-9830 ZONING: LD LOW-DENSITY RESIDENTIAL LAND W08. 2022 W. COP 89960 , T & EGR Associates, Inc. Engineers, Geologists, and Surveyors 25356 Prairie Road (541) 688-8322 Eugene, Oregon 97402 Fax (541) 688-8087 Map compiled from record data, Lane County GIS Shapefiles, Aerial photos, Dogrmi Lidar data, and survey field data gathered by EGR & Associates, Inc. METRO PLANNING, INC z846 A STREET SPRINGFIELD, OR. 97477 541-302-9830 SOB NO. 22M a NDON y/ Owned Pa ] 17-02-35-42-01300 0' R OUTnm nw 10WE ELEVE) 54 Owner, Clark Concepion c9n1E REv = sa'. 17-02-35-42-01400 Owner, Davenport Brian L & K A F, Anna & IJ LOT 129100 LOT 2 89052 SF If, LOT 3 99753 SF LOT Ii 5J s- 1AI9x JN' uv NM U 1N • (PRWM 8'R IN(w)=542.37 8'R IN (E) - 542.42' 8' R OUT (N) = 542.12' PoM ED - 54.92' y 1Amx 9=Im 2U off 5/a99 0 514.4 1C\ e 12' R N (A1) = 534.78' 12' R N (S) (NEW) = 5x.78' / 1 15' R W (N) - 5x.83' / RN REV = 539.24' \ SONS. xar SE "ME - NECEION 4 El ON0 \ sr uwxau: I . AllII / 6 Is / IIS \ In II u. I IL : cu II cua o OF u:. o¢ ax II.. a OC Ln� 1`13J U u y II •. M° I oma° 7'.'. 10' R N (N7 = 53JT2' 0 n [!' OUT 538.78' aM E1EV - 541.85'17-02-35-42-0 4 n L L F Owner, Ho((Iday Rona & Krystina 3 w i o ' R IN (S) =510.18' R 43. OUT (NW) - 54.28' 9Y EIEVk2M13uIXeL 18513.88 TC I" I I 6,512 SF E /544.4810 IT""O vNarosE9 wIdDIE IrNON 9RR IGCE4 JM9 unnr cumrt 6"ST LOT 4 59983 SF 1 1 AC m ° LOT 8 s - 5/54x 1 1 1 Ou C U A STREET , 0 PROPOSED FLOW DIRECTION N u V U OSED F Eux N s � N J o L i o N Ou C U A STREET , 0 PROPOSED FLOW DIRECTION N u V U 1 w EY N s � N J o L i o N dos SF 1 1 1 1 1 VICINITY MAP 1. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEETS C-1.0 AND C-2.0. FRANCHISE UTILITIES (ELECTRIC, PHONE & CABLE) ARE SHOWN CONCEPTUALLY AND WILL BE DESIGNED BY FRANCHISE UTILITY PROVIDERS. 2. ALL SURVEY DATA PROVIDED BY EGR & ASSOCIATES INC. EXISTING CONTOURS ARE LIDAR AND BASED ON DOGAMI LIDAR DATA SOUTH WILLAMETTE VALLEY LIDAR DATA QUADRANGLE MAP 4412362 (BARE EARTH) - NAVD88. ADDITIONAL EXISTING ELEVATIONS PROVIDED BY EGR & ASSOCIATES WITH GPS OBSERVATIONS USING THE OREGON COORDINATE REFERENCE SYSTEM - EUGENE ZONE, NAD82(2011) EPOCH 2010.00. FT DATUM NAVD88. 3. PROPOSED FIRE HYDRANTS ARE LOCATED AS SHOWN ON SHEET C-2.0. 4. SITE SOILS ARE CLASSIFIED AS PENGRA-URBAN LAND COMPLEX, 1 TO 4 PERCENT SLOPES, MARCOLA COBBLY SILTY CLAY LOAM, 2 TO 7 PERCENT SLOPES, PHILOMATH COBBLY SILTY CLAY, 3 TO 12 PERCENT SLOPES AND SALKUM SILT LOAM, 2 TO 6 PERCENT SLOPES. 5. IT IS PROPOSED TO ROUTE ALL STORMWATER RUNOFF FROM NEW IMPERVIOUS PAVEMENT ONSITE AND FUTURE IMPERVIOUS AREA ON NEW LOTS INTO PROPOSED FILTRATION RAIN GARDEN. REFER TO SHEET C-4.1 FOR FILTRATION RAIN GARDEN CROSS-SECTION. 6. INFILTRATION TESTING WAS PERFORMED IN MAY OF 2022 AND THE MAXIMUM MEASURED INFILTRATION RATE WAS FOUND TO BE 0.5 IN/HR. GIVEN THE LOW MEASURED RATE, INFILTRATION WILL NOT BE UTILIZED ON-SITE. 7. FILTRATION RAIN GARDEN TO BE PLANTED TO MEET CITY OF SPRINGFIELD REQUIREMENTS. PLANTING PLAN TO BE PROVIDED DURING BP PROCESS. 8. DUE TO THE IMPORTED GROWING MEDIUMS WITHIN THE RAIN GARDEN A DESIGN INFILTRATION RATE OF 2 IN/HR WILL BE UTILIZED WITHIN THE RAIN GARDEN MEETING THE 2014 EUGENE STORMWATER MANAGEMENT MANUAL 9. MAJORITY OF SITE IS LOCATED OUT OF WELL PROTECTION AREA PER CITY OF SPRINGFIELD WELLHEAD PROTECTION AREA MAP. NORTHWESTERN AREA (EASEMENT AND PORTION OF LOT 1) IS LOCATED IN THE 20-99 COMBINED ZOC ZONE. 10. EXISTING STORMWATER RUNOFF FROM THE NORTHERN PORTION OF MAIN STREET WILL BE DIRECTED TO A GRASS LINED DRAINAGE DITCH AT THE SOUTHERN BOUNDARY OF THE PROPERTY IN ORDER TO PROTECT BUILDING FOUNDATIONS. REFER TO SHEET C-4.1 FOR DRAINAGE DITCH CROSS-SECTION. 11. PROPOSED STORM MANHOLES TO BE CONSTRUCTED PER COS STD DWG 4-1. REFER TO SHEET C-4.1 FOR DETAIL 12. PRIVATE STORM PIPING SHALL MEET REQUIREMENTS OUTLINED IN OREGON STATE PLUMBING CODE 2021. 13. 500 SQ FT OF DRIVEWAY AT A STREET ENTRANCE EXEMPT FROM TREATMENT PER CITY OF EUGENE STORMWATER MANAGEMENT MANUAL. 14. DRAINAGE FROM PRIVATE ROADWAYS TO BE ROUTED TO CATCH BASINS VIA CONCRETE GUTTERS AND DIRECTED TO FILTRATION RAIN GARDEN. 15. LOTS 1-9 ROOF RUNOFF TO BE COLLECTED VIA ROOF DRAINS AND ROUTED DIRECTLY TO FILTRATION RAIN GARDEN THROUGH PROPOSED UNDERGROUND STORMWATER PIPING SYSTEM. 16. BASED ON FEMA FLOODPLAIN MAP #41039C1142F, NO FLOODPLAIN EXISTS ON-SITE. 17. STORMWATER CATCH BASINS SHOWN ENLARGED FOR PLAN REVIEW PURPOSES. NTS ABBREVIATION LEGEND LEGEND PROPOSED FLOW DIRECTION --/ u - - U ADJACENT PROPERTIES EXISTING GRADE EY N s i u I cu e Y N_cu EXISTING CURB UNE i o N EXISTING WATER MAIN Ina w by i 3 Ln d M3 NUJ -- I SF 1 1 1 1 1 VICINITY MAP 1. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEETS C-1.0 AND C-2.0. FRANCHISE UTILITIES (ELECTRIC, PHONE & CABLE) ARE SHOWN CONCEPTUALLY AND WILL BE DESIGNED BY FRANCHISE UTILITY PROVIDERS. 2. ALL SURVEY DATA PROVIDED BY EGR & ASSOCIATES INC. EXISTING CONTOURS ARE LIDAR AND BASED ON DOGAMI LIDAR DATA SOUTH WILLAMETTE VALLEY LIDAR DATA QUADRANGLE MAP 4412362 (BARE EARTH) - NAVD88. ADDITIONAL EXISTING ELEVATIONS PROVIDED BY EGR & ASSOCIATES WITH GPS OBSERVATIONS USING THE OREGON COORDINATE REFERENCE SYSTEM - EUGENE ZONE, NAD82(2011) EPOCH 2010.00. FT DATUM NAVD88. 3. PROPOSED FIRE HYDRANTS ARE LOCATED AS SHOWN ON SHEET C-2.0. 4. SITE SOILS ARE CLASSIFIED AS PENGRA-URBAN LAND COMPLEX, 1 TO 4 PERCENT SLOPES, MARCOLA COBBLY SILTY CLAY LOAM, 2 TO 7 PERCENT SLOPES, PHILOMATH COBBLY SILTY CLAY, 3 TO 12 PERCENT SLOPES AND SALKUM SILT LOAM, 2 TO 6 PERCENT SLOPES. 5. IT IS PROPOSED TO ROUTE ALL STORMWATER RUNOFF FROM NEW IMPERVIOUS PAVEMENT ONSITE AND FUTURE IMPERVIOUS AREA ON NEW LOTS INTO PROPOSED FILTRATION RAIN GARDEN. REFER TO SHEET C-4.1 FOR FILTRATION RAIN GARDEN CROSS-SECTION. 6. INFILTRATION TESTING WAS PERFORMED IN MAY OF 2022 AND THE MAXIMUM MEASURED INFILTRATION RATE WAS FOUND TO BE 0.5 IN/HR. GIVEN THE LOW MEASURED RATE, INFILTRATION WILL NOT BE UTILIZED ON-SITE. 7. FILTRATION RAIN GARDEN TO BE PLANTED TO MEET CITY OF SPRINGFIELD REQUIREMENTS. PLANTING PLAN TO BE PROVIDED DURING BP PROCESS. 8. DUE TO THE IMPORTED GROWING MEDIUMS WITHIN THE RAIN GARDEN A DESIGN INFILTRATION RATE OF 2 IN/HR WILL BE UTILIZED WITHIN THE RAIN GARDEN MEETING THE 2014 EUGENE STORMWATER MANAGEMENT MANUAL 9. MAJORITY OF SITE IS LOCATED OUT OF WELL PROTECTION AREA PER CITY OF SPRINGFIELD WELLHEAD PROTECTION AREA MAP. NORTHWESTERN AREA (EASEMENT AND PORTION OF LOT 1) IS LOCATED IN THE 20-99 COMBINED ZOC ZONE. 10. EXISTING STORMWATER RUNOFF FROM THE NORTHERN PORTION OF MAIN STREET WILL BE DIRECTED TO A GRASS LINED DRAINAGE DITCH AT THE SOUTHERN BOUNDARY OF THE PROPERTY IN ORDER TO PROTECT BUILDING FOUNDATIONS. REFER TO SHEET C-4.1 FOR DRAINAGE DITCH CROSS-SECTION. 11. PROPOSED STORM MANHOLES TO BE CONSTRUCTED PER COS STD DWG 4-1. REFER TO SHEET C-4.1 FOR DETAIL 12. PRIVATE STORM PIPING SHALL MEET REQUIREMENTS OUTLINED IN OREGON STATE PLUMBING CODE 2021. 13. 500 SQ FT OF DRIVEWAY AT A STREET ENTRANCE EXEMPT FROM TREATMENT PER CITY OF EUGENE STORMWATER MANAGEMENT MANUAL. 14. DRAINAGE FROM PRIVATE ROADWAYS TO BE ROUTED TO CATCH BASINS VIA CONCRETE GUTTERS AND DIRECTED TO FILTRATION RAIN GARDEN. 15. LOTS 1-9 ROOF RUNOFF TO BE COLLECTED VIA ROOF DRAINS AND ROUTED DIRECTLY TO FILTRATION RAIN GARDEN THROUGH PROPOSED UNDERGROUND STORMWATER PIPING SYSTEM. 16. BASED ON FEMA FLOODPLAIN MAP #41039C1142F, NO FLOODPLAIN EXISTS ON-SITE. 17. STORMWATER CATCH BASINS SHOWN ENLARGED FOR PLAN REVIEW PURPOSES. NTS ABBREVIATION LEGEND LEGEND r PROPOSED FLOW DIRECTION EXISTING BOUNDARY PROPOSED SLOPE - - - - ADJACENT PROPERTIES EXISTING GRADE TC PROPOSED PROPERTY LINES ST - - - EXISTING CURB UNE - H2O -- FLOWUNE EXISTING WATER MAIN MANHOLE by EXISTING FIRE HYDRANT �- WW --- EXISTING WASTEWATER SYSTEM \"J - ST -- EXISTING STORM DRAINAGE SYSTEM vi 0 ® EXISTING CATCH BASIN EXISTING STREET LIGHT EXISTING POWER POLE EXISTING PED POLE OHE EXISTING OVERHEAD ELECTRIC a 0 EXISTING TRANSFORMER N FW PROPOSED WATER METER -O PROPOSED STREET LIGHT � g PROPOSED STREET SIGN WW 8"WW PROPOSED WASTEWATER SYSTEM ST 8"ST PROPOSED STORM SYSTEM - - H2O - - - PROPOSED WATER SYSTEM UTIL PROPOSED FRANCHISE UTILITY TRENCH ® PROPOSED CATCH BASIN CD PROPOSED FIRE HYDRANT PROPOSED PAVED AREA PROPOSED SIDEWALK EXISTING SIDEWALK ° Q Q r PROPOSED FLOW DIRECTION S=0.50% PROPOSED SLOPE EX EXISTING EG EXISTING GRADE TC TOP FACE OF CURB ST STORMUNE WIN WASTEWATER UNE FL FLOWUNE MH MANHOLE N sxc. 1 "=30' 30' 0 30" 60' STORM FACILITY TABLE DRAINAGE � IMPERVIOUS AREA IMPERVIOUS FACILITY TOTAL SF COLLECTED AREA MAX (SF) FILTRATION RAIN 2 287 ROOF RUNOFF, PARKING, 56,973 GARDEN DRIVEWAYS, ROADS DRAINAGE DITCH 2,388 NORTH SECTION OF MAIN 16,135 vJ STREET tr3� CUT = 398.51 C.Y. FILL = 962.83 C.Y. THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD. EiS F F O � M Z 1n �1 3� ,,w �l Vp �c1 8d� os2 b o " z O 0 > C O � '� y0 vJ tr3� vi 0 A - a W 1 N O � O � C-1.0 O EiS F O � M Z 1n �1 3� ,,w w 6 6 ti W EiS F O � v til F D z O a 6 6 ti N o " z O 0 > C O � O vJ di O - a 1 N � O � C-1.0 O O CD EiS F v til F D z O a 6 6 ti z ¢ O o " z O 0 > C EiS F F di O a SHEET C-1.0 1 OF 5 ED U > cu ai ON j u 17-02-35-42-00 4 v 23373P r ❑wnerl Hollida Ronal & Kr Stina B PL = 538.50) I Y Y 10"ST WW MH (24300) 8" FL IN (SW) (NEW) = 535.94' N 6" FL IN (S) = 535.94' \� 6" FL IN (W) = 536.0 _ _ PROPOSED VARIABLE BSl ♦ ♦ 8" FL IN (E) = 535.�':I�,t�- <_ ,_�._-- -- +"'_ - ° _. a ' EXISTING 5: S16EWA -k - ---® WIDTH JOINT ACCESS ♦ `y 8" FL OUT (N) = 535.B9" - -- -- - _ - H„y AND UTILITY EASEMENT ♦ �� (OLD) RIM ELEV = 542.52' J _ - - - ,WV - - - - WIN WW - � ♦/ ♦,Y I (NEW) RIM ELEV = 543.01' ) EX 8"WW --- WIN ---- WW EXISTING ♦ _ �wW - - _ =ww (PUBLIC o _ FIRE LOT 1 / �' / — 70 HYD ABANDON EXISTING SOUTH 70 C, — — f l CD A STREET WW STUB ♦A EXISTING MANHOLE ON � � 12, 100 SF PROPOSEDPUBLIC CONST NEW SW WW SNB FIRE — — ---- --- —— —— --- —._ 5= 1.00% „� HYDRANT IS7i•5'°SI,EWALK ^ / 31 W F All MH 1 (PLIRI IV. N 8" FL IN (S) - 536.35' 21129(l 10,>1 6" FL IN (NW) = 536.45' PUBUC / CONST (9) 1 DEDICATION . U N n 8" FL OUT (N) = 536.25' J WW / WATER METER ) m T CD RIM ELEV = 542.16' '� EASEMENT OXES. COORDINATE 7' PUE I aJ L I I WITH SUB FOR .--i L aJ INSTALLATION. C L I e 545 I I 1 N S= 1.00% n < I > L LOT 2 4 ®-1 J "WWp (-LJ d I 0) I I d d li6"INW I o vLn o S _J 8,052 SF I Oj ' " ' 6,512 SF �� I o= �L j I p� I i N PROPOSED VARIABLE �' I I 3 J I WIDTH JOINT ACCESS J p 33: co I�AND UTILITY EASEMENT (YJ >ti 00a1 I of L h 1 rH2D(l)- \� fit)) 3 e' PRIVATE p H2O 8' EASEMENT 645 FRANCHISE I ye J I, UTILITY o EASEMENT LOT 4 n NFIM WW MH 3 (PI IN LOT 3 3 LF �� 6'WW� 983 SF 6" FL IN (SE) = 540.05' 5 +fl 5 } 8" FL OUT (SW) = 539.85' 91753 SF II - _ - RIM ELEV = 548.03' - I- 1 o i�♦1 A - - 2.012) NOTE: BOUNDARY MAY MOVE WESTERLY 4.4' 2•4012) O 1 I�E' • e� 8" FL IN (S) = 538.51' 1 8" FL IN (W) = 538.41' 1 7 72 SF 1 8" FL IN (E) = 538.31' - 1 _ - - 8" FL OUT (N) = 538.11' 1 G _ - RIM ELEV = 545.27' L - - ,53 ](�] LOT V LOT 9 j 1 , F _ 54B __xw— 561 Y m _ ABANDON EXISTING _ EX SPEED SIGN WCOElUNE N ECDOND — - - — �� 500 S51 W/ SOLAR PANEL LEGEND WATER NOTES: 1. PRIVATE PIPING SHALL MEET REQUIREMENTS OUTLINED IN OREGON STATE PLUMBING SPECIALTY CODE 2021. 2. DOMESTIC SERVICE PIPE FINAL SIZING TO BE COMPLETED DURING BUILDING PERMIT PROCESS. 3. PROPOSED HYDRANT SHALL SERVE LOTS 1-9. THE FURTHEST EXTENT OF ALL LOTS ARE WITHIN 400' OF PROPOSED HYDRANT. 4. DESIGN TO BE COMPLETED IN COORDINATION WITH SUB WATER DURING BUILDING PERMIT PROCESS. ROUTING SHOWN FOR REFERENCE ONLY. FRANCHISE UTILITY NOTES: 1. ALL UTILITIES ARE PROPOSED TO BE UNDERGROUND. UTILITY DROPDOWN TO COME FROM EXISTING OVERHEAD ELECTRIC AND UTILITIES IN A STREET, EXISTING OVERHEAD UTILITIES ON MAIN STREET TO REMAIN OVERHEAD. 2. NATURAL GAS, COMMUNICATIONS AND POWER TO BE JOINT TRENCHED WITHIN PILE. 3. FINAL FRANCHISE UTILITY DESIGN TO BE COMPLETED DURING BP PROCESS BY FRANCHISE UTILITY PROVIDERS. CURRENT UTILITY ROUTINGS SHOWN ARE PRELIMINARY F1[•9��II17GilIl1I�1�711�1I�I.�17aL11��P.F9:I�at�II1i WASTEWATER NOTES: 1. LOTS 1-9 TO BE SERVED VIA INDIVIDUAL LATERALS CONNECTED TO AN 8" PROPOSED PUBLIC MAINLINE. PRIVATE OWNERSHIP IS PROPOSED TO BEGIN AT EASEMENT BOUNDARY. 2. PROPOSED WASTEWATER MANHOLES TO BE CONSTRUCTED PER COS STD. DWG 4-1. 3. WW MANHOLE LIDS SHOWN ENLARGED FOR PLAN REVIEW PURPOSES. THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD. a EXISTING BOUNDARY IN N — — — — ADJACENT PROPERTIES C7 Q. PROPOSED PROPERTY LINES ' — — — — — EXISTING CURB LINE - H2O -- EXISTING WATER MAIN EXISTING FIRE HYDRANT o-- --- EXISTING WASTEWATER SYSTEM o-- ST -- EXISTING STORM DRAINAGE SYSTEM ® EXISTING CATCH BASIN EXISTING STREET LIGHT f EXISTING POWER POLE �}I EXISTING PED POLE OHE EXISTING OVERHEAD ELECTRIC 0 EXISTING TRANSFORMER SCALE 1 "=20' �W PROPOSED WATER METER SHEET C-2.0 20' 0 20' 40' N PROPOSED STREET LIGHT g PROPOSED STREET SIGN WW 8'Yh4---- (D--- PROPOSED WASTEWATER SYSTEM (0-I PROPOSED STORM SYSTEM — - H2O - - — PROPOSED WATER SYSTEM UTIL PROPOSED FRANCHISE UTILITY TRENCH ® PROPOSED CATCH BASIN ~� PROPOSED FIRE HYDRANT PROPOSED PAVED AREA PROPOSED SIDEWALK ° °a .. - EXISTING SIDEWALK ° 0 - ° d WATER NOTES: 1. PRIVATE PIPING SHALL MEET REQUIREMENTS OUTLINED IN OREGON STATE PLUMBING SPECIALTY CODE 2021. 2. DOMESTIC SERVICE PIPE FINAL SIZING TO BE COMPLETED DURING BUILDING PERMIT PROCESS. 3. PROPOSED HYDRANT SHALL SERVE LOTS 1-9. THE FURTHEST EXTENT OF ALL LOTS ARE WITHIN 400' OF PROPOSED HYDRANT. 4. DESIGN TO BE COMPLETED IN COORDINATION WITH SUB WATER DURING BUILDING PERMIT PROCESS. ROUTING SHOWN FOR REFERENCE ONLY. FRANCHISE UTILITY NOTES: 1. ALL UTILITIES ARE PROPOSED TO BE UNDERGROUND. UTILITY DROPDOWN TO COME FROM EXISTING OVERHEAD ELECTRIC AND UTILITIES IN A STREET, EXISTING OVERHEAD UTILITIES ON MAIN STREET TO REMAIN OVERHEAD. 2. NATURAL GAS, COMMUNICATIONS AND POWER TO BE JOINT TRENCHED WITHIN PILE. 3. FINAL FRANCHISE UTILITY DESIGN TO BE COMPLETED DURING BP PROCESS BY FRANCHISE UTILITY PROVIDERS. CURRENT UTILITY ROUTINGS SHOWN ARE PRELIMINARY F1[•9��II17GilIl1I�1�711�1I�I.�17aL11��P.F9:I�at�II1i WASTEWATER NOTES: 1. LOTS 1-9 TO BE SERVED VIA INDIVIDUAL LATERALS CONNECTED TO AN 8" PROPOSED PUBLIC MAINLINE. PRIVATE OWNERSHIP IS PROPOSED TO BEGIN AT EASEMENT BOUNDARY. 2. PROPOSED WASTEWATER MANHOLES TO BE CONSTRUCTED PER COS STD. DWG 4-1. 3. WW MANHOLE LIDS SHOWN ENLARGED FOR PLAN REVIEW PURPOSES. THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD. N a IN N z S O m C7 Q. Vi ' O '�. Wo riE'iVZ UC .=n4 •CJ z W c� r^ N IN N z S O m C7 Q. Vi ' O N N O Y ui F D N F� Vi ' O r z D 0 •CJ z c� r^ O 0 SHEET C-2.0 2 OF 5 N N N m Y ui F D z v a Vi ' z D r z D r 3 a a z SHEET C-2.0 2 OF 5 I I I I I ------ �� PROPOSED MAILBOX PAD - PROPOSED VARIABLE LOCATION WIDTH JOINT ACCESS AND UTILITY EASEMENT LOT 12,100 I ♦ 1;I PROPOSED DRIVEWAY PER COS SID. OWG 3-20 ®% I I I I I I I I LOT 2 I 8,052 SF I c I � 1 I 1 � PROPOSED CURB 1 yo AND GUTTER PE 1 I % ,yeti SHEET C-4.0 . q l if i i PROPOSED MAINTENANCE. ,,DRNEWAY PER COS STD DWG 3-19 17-02-35-42-00114 r Ownerl Holliday Ronal F & Krystlna ® II '74TH Sf X A Sr 11 SIGN NEW LOCATION t EXISTING STREET LIGHT v \ EXISTING SIGN (APPROX. '74TH ST X A Sr i LOCATION) TO BE REMOVED \` — 4 'PO/- PROPOSED �\ LRPPI7 TRIPP !3\ I 1 —545 PR I $TRLLi wni 6,512 SF I PROPOSED VARIABLE L1 WIDTH JOINT ACCESS AND UTILITY EASEMENT 1 /1 PROPOSED IN ice' ArM =,_ l low '� FIRE LANE SIGN T- jkFIRELANE SIGN l 545LOT 4 LOT 3 5,983 SF 9,753 SF PROPOSED i6° VERTICAL CURB i -R = 30.0' / R = 3 PROPOSED PROPOSED CURB STREET LIGHT AND GUTTER PE SHEET C-4.0 G p � Z (PROPOSED 16" VERTICAL CURB - / LOT 8 1 , SF SLOPE TO MATCH EXISTING GRADE SAA (3:1 MAX) / LOT 9 12.23-79 L 1 _ PROPOSED 3' .a CONCRETE ALLEY GUTTER _ PER SHEET C-4.0 III , PROPOSED PTS L M > 0 c70 S.�s o U j 8om o ¢¢ V O C ws �z�z d al o� �i� UC r6ia z 0 W r -v 3 N i � I 3 SHEET O � I --- --- — &_ (STING 5� SIONAL1 A STREET -- PROPOSED STREET LIGH PROPOSED CURB AND GUTTER PER SHEET C-4.1 j Q� M T cu i Q i Ln N M U1 I :5(U = 0 I i n v PAVEMENT SECTION PER DETAIL ON SHEET C-4.0 174372 SF i 1 NOTE: BOUNDARY MAY MOVE WESTERLY +/- 4.4' 1 1 1 1 1 1 1 1 1 1 LEGEND EXISTING BOUNDARY — - — - — — ADJACENT PROPERTIES PROPOSED PROPERTY LINES EXISTING CURB LINE - H2O -- EXISTING WATER MAIN EXISTING FIRE HYDRANT o-- --- EXISTING WASTEWATER SYSTEM o- - ST - - — EXISTING STORM DRAINAGE SYSTEM ® EXISTING CATCH BASIN EXISTING STREET LIGHT f EXISTING POWER POLE (5-I EXISTING PED POLE OHE EXISTING OVERHEAD ELECTRIC 0 EXISTING TRANSFORMER ❑W PROPOSED WATER METER PROPOSED STREET LIGHT g PROPOSED STREET SIGN (R__8"WI PROPOSED WASTEWATER SYSTEM ST 8"ST PROPOSED STORM SYSTEM — — H2O — — — PROPOSED WATER SYSTEM UTIL PROPOSED FRANCHISE UTILITY TRENCH ®,, PROPOSED CATCH BASIN yWlr PROPOSED FIRE HYDRANT PROPOSED PAVED AREA a A as .. PROPOSED SIDEWALK o A a d EXISTING SIDEWALK • PROPOSED STREET TREE PAVING NOTES: N X&E.' 11=20' 20' 0 20' 40' 1. EXISTING STREET LIGHTS ALONG A STREET ARE COBRA STYLE HIGH-PRESSURE SODIUM. 2. "NO PARKING- FIRE LANE" SIGNS TO BE PLACED ON BOTH SIDES OF THE INTERIOR DRIVEWAYS. 3. DRIVEWAYS TO BE CONSTRUCTED PER CITY OF SPRINGFIELD STANDARD DRAWING 3-20. REFER TO SHEET C-4.0 FOR DETAIL 4. INTERNAL DRIVEWAY LOCATIONS ARE UNKNOWN AT THIS TIME AND WILL BE FINALIZED DURING THE BUILDING PERMIT PROCESS. 5. MAILBOX PER LOCATION TO BE APPROVED BY POSTMASTER PRIOR TO PLACEMENT. 6. STREET TREE LOCATIONS TO BE FINISHED DURING PIP PROCESS. 7. STREET TREES SHALL BE PLANTED NO CLOSER THAN 20 FEET FROM STREET LIGHTS. 8. STREET TREES SHALL BE PLANTED NO CLOSER THAN 5 FEET FROM DRIVEWAY APPROACHES AND UTILITY FEATURES. 9. EXISTING SIDEWALK TO REMAIN. FURTHERMORE A NEW SIDEWALK PORTION WILL BE INSTALLED ALONG "A" STREET. 10. VERTICAL CURB AND CURB AND GUTTER WILL BE CONSTRUCTED ACCORDING DETAILS ON PAGE C-4.1 11. REFER TO SHEET C-4.0 FOR PROPOSED PRIVATE RESIDENTIAL STREET CROSS-SECTION. 12. PROPOSED STREET LIGHTS TO BE CSX -1 LED FIXTURES. REFER TO SHEET C-4.0 FOR DETAIL PROPOSED UGHTS TO BE MOUNTED ON FIBERGLASS POLES WITH A 20' MOUNTING HEIGHT. u ,_6fA� 548� TREE LEGEND 12'28 TRAVEL 43.51' PAVING BOTANICAL NAME COMMON NAME SIZE QTY. LANE WIDTH Acer rubrum Red Maple 2" CAL 3 EX SPEED SIGN 9� 556 W/ SOLAR PANEL / 12.29' TRAVEL 5� 651 559 _ 1 TURNCLANE ENTERLAN— THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD. N a�H 0 c70 S.�s a �F 8om o ¢¢ V O C ws �z�z .7� UC r6ia z 0 W N 0 N m Y ui F ¢ D N F� o ¢¢ V O r z D O .7� z 0 � o SHEET C -3.o 3 OF 5 N N m Y ui F ¢ D z °z a o ¢¢ V D r z D r a .a a F� .7� z 0 SHEET C -3.o 3 OF 5 HEAVY PAVEMENT SECTION DETAIL N.T.S. 3/4" RADIUS s" 6" TYP AC PAVING PER PLAN CRUSHED ROCK ••,�! BACKFILL a CONCRETE SHALL BE 3,500 PSI MIX A BATTER a � 6:1 16" VERTICAL CURB NTS SIDEWALK WIDTH PER PLAN 6' DU JOINT 1/4" DEEP "V" GROOVE 6" e 3,000 PSI CONCRETE •. Aa � n i a A d A. 12"—J -6"J MONOLITHIC CURB/SIDEWALK NTS PROPOSED PRIVATE DRIVE STD. CURB & GUTTER 21 0.5' 10' 10' 20` 12" AGGREGATE BASE in _ 0" 4" LEVEL 2 }" HMAC 2 HMAC 1/2- 'E. )ACTED 3/4"-0 ROCK. )E TO BE COMPACTED AND )LLED WITH LOADED DUMP IDL THERE IS NO PUMPING OR IT DEFLECTION OF SOIL. CALL GEOTECHNICAL ENGINEER TO )ROOF ROLL. NOTES: 1. BASE ROCK TO BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DRY DENSITY OF T-99 PROCTOR. 2. ASPHALT TO BE COMPACTED TO 92% OF RICE DENSITY. 3/4" RADIUS AC PAVING PER PLAN BATTER 6:1 0.5' 16" VERTICAL CURB RAD. 3/4" RAD. BATTER 6:1 . e . 3/4" RAD. SLOPE VARIES, SEE GUTTER PAN NOTES o.. 1 d" FINISH GRADE (SLOPE VAR.) .o CURB AND GUTTER DETAIL NTS 6" THICK 3000 PSI FIELD STRENGTH (3450 PSI LAB \ STRENGTH) 6.0 SACK MIX CONCRETE ON 2" OF COMPACTED 3/4- MINUS \ CRUSHED ROCK DRIVEWAY WIDTH LEPRESS 6" ' \ IXPANSpN JqM � CURB h G\SCIFA\\ �Ja" UP \SEE NO'cEs� V. SNRAP'l W\Q{H fi PRQAEC'TON OF '\2 FZ M\N — 2{ P'S MPY. PRUPERCI UNE CURB GIl W\OS\i 1 R M\N\MUV. LT`(p\CfYI OFi\\HEW P`( �CYA�1S\�\ON \Nl S\ NP \_ lrk07 EXZEND BEK ONO PF20JECC\ON OF P\iOPECi�`( \.\NE NOTES * NO ABOVE -GROUND FACILUIES (FIRE HIDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, ETC.) SHALL BE PERMITTED WITHIN THE APRON AREA • THIS STANDARD DRAWING SHALL BE USED FOR SINGLE FAMILY HOMES AND DUPLEXES ONLY. REFER TO COMMERCIAL DRIVEWAY APRON DRAWING(S) FOR OTHER DEVELOPMENT TYPES • THROAT WIDTH SHALL BE BETWEEN 12 FEET (MINIMUM) AND 24 FEET (MVOMUM) ak ALL SURFACES SHALL HAVE A BROOM FINISH. * REFER TO STANDARD DRAWING 3-7 FOR CURB CUT DETAILS # CONCRETE IN APPROACH AND SIDEWALK BEHIND APPROACH SHALL BE 6' THKO( (MIN) ON 2. OF 3/4' MINUS CRUSHED ROCK =k NO REINFORCEMENT IS REWIRED # A CONTRACTON (SCORE) JOINT SHAH BE ADDED IN THE CENTER OF THE APRON WHEN THE THROAT WIDTH EXCEEDS 20 FT. Ne SIDEWALKS, ACCESS RAMPS, ANO RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE # CURDS & COMMEK14L DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI IAB STRENGTH) 6.3 SACK MIX CONCRETE SIDEWALK ACCESS RAMP NOTES IF THIS DRIVEWAY APPROACH IS TO ALSO SERVE AS AN SIDEWALK ACCESS RAMP ALL OF THE FOLLOWING APPLY: )k RAMP SLOPE SHALL NOT EXCEED 12:1 RELATIVE TD THE HORIZONAL.- >N NO LIP SHALL BE PLACED AT TIE GUTTER BAR. MI LD 60L 611 CSX1 LED 40K 10005 �I MV0€1 shipped intruded LED Area Luminaire BUBO oar: tmn¢e el LEO, P SOX i!U, 13M NrIBI 170' SPA 'quareinle PED NTM1IA YwIglptreLepMUeon yHp wNpglyl PROD Hwk c ,� 11 AI 74M Type ll 206' mqunrinD MR Di le eM mFlusla6le wal mm. IN DNAXD IPlaiml e •CJ c� Introduction mnWlel' elurIll The Contour® Series luminaires offer traditional Specificationssquare o: dayformswith softened edges for a 240' 0.7 Fr' C� O H Versatile look that complements many applications. EPA: 211/Z 1nM Forw.yd The CSX1 combines the latest in LED technology Length: �]mina C With the{amiNar aesthetic of the Col Se7ies 16-t/y' a for"llsh, high-performance Illumination that lasts. Width: n llf HES Hp15 EeMlieltl DDl "ll H It is ideal for replacing traditional metal halide Relight sus" 747 Shipped Sepere ly' in area lighting a lications with typical energy 9 9- 9Y da. hmnae uamn. �e wim 2 3m•, mewl, Inee Err mw in. rraPrdl VOL and service savings of 65%and expectedservice life of over Weight 37Ihe STURM Squnepole 100,000 hoturs- Orl kraeay ,a+e'nnwr, • • - 1,. D(AMPLE: CSX1 LED 60C 1000 40K T3M Mill SPA DDBXD C9MLFD 6K Mark MI LD 60L 611 709 HOW 40K 10005 12M Type MV0€1 shipped intruded 2mppedu lled BUBO oar: tmn¢e el LEO, ]000 FIonmA SOX i!U, 13M NrIBI 170' SPA 'quareinle PED NTM1IA YwIglptreLepMUeon yHp wNpglyl PROD Hwk c ,� 11 AI 74M Type ll 206' mqunrinD MR Di le eM mFlusla6le wal mm. 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' II=111—III-111 =III—III—I '•%" ��'•' — I= - 3LIN 0 MIL (POND ER -III—III—III—I '•• s� ��..••' —III— � I :F —I I I-111=ITI; ' I=IIS=111= — s IIS—IIS-11I- - � �� 11�-IIS-11�-III =I=_ ..............................................:..: III—IIII=III—I I I- ROUTED PVC ST PIPE TO PROPOSED — — — — I–I-FT I I I 1—I "— 1I II I I I I I I I I — I I I I I I I— I I I Ei I I I I F i II1��uIITr 8" PRIVATE ST MAINLINE r l I—III—III—III—III—III—III lir—ITI—I I I I I 2' 2' 2' DRAINAGE DITCH DETAIL NTS STORMWATER PLANTER SIZING U PLANTER PLANTER DIMENSIONS (SF) FILTRATION RAIN GARDEN 2,287 Nora HDIAUDRT m. mc- 2,388 SPACING a �� OREabAL r m O COMMON NAME I� /mnc.................Na.eaz 140M JA ir' 1,060 Juncus acuminatus z-2 1' O.C. Tapertip Rush A CO 1,060 Carex obnupta „ 4 POT 1 O.C. d CI REBAA[HOOPl•-•� SLEEVE(SEE NOTE] o <P HOOP Q& R .. USE POI_MERSEALANT 168 Camassia quamosh Common Camas O.C. XMIN r• AT ODIE A RWME -►.hw COVER TOPS R SHEET BOTTOM •: „� ALLCONSTRIICMDNJCINTS `^ty •. •_ NALLEEMCWAREDWiTI,r �j�. v NONSNRINR aaarT *U • K 9': r OA6FiN-RACl BOOT RANSE v/JIiwLE APRiOVEb EQUAL V1L .�•a `s NQIBHCM C9ElPNICEABC.£ � NOlE3. RSV n PT I. MLRPE DONNL S TCIMAN SAMD DRIS eE cor�DRruED�ro 1 +r. r 4, ALL PIPECONNEC11)N9 �RCR6'IE aR r. GREATERTRANTr SRA{L BE OONNEGTEDAS �•i•.•. - ,r, Y DIRECTEb eY fcH'rl ENOINEEF rN THE FEL➢_ RR: •: _y-�: OR,BVSTAMPEO `%�•.-...� ":r'- DRAWIMG ARPROVED BY PRE CAST AND BARRELL ' BASE TME cm ENGINEER „ 9, SLEEVE: WE AA'ROVED POLYMEHSEAI NATERAL. PREFERIED 274VC. ROPE OR UTHER AS APPFIOVED BY ENaINnn 4. SEESTODV.C4-1APOR FIUdME RI ANSTMENf DETAIL OEiAIL .`�QE4 PROfe��, 4: (3I NF �O 4 SPRINGFIELD STANDARD MANHOLE Pe STANDM NO RENON PATE BY APPR. DRAWING �� ,w® AIANP� OREGON 4-1 F7�M1E1381'iP>; •++.•.erre.mn.n�...:.m...ae.e.-.:.-_..:.�.�w.,.+:•I-ss r."«.�..:urcnAranm.wreraea u.wa. ma w...wo x STORMWATER PLANTER SIZING U PLANTER PLANTER DIMENSIONS (SF) FILTRATION RAIN GARDEN 2,287 CONVEYANCE DITCH 2,388 SPACING a �� DVIN LA 1111111l a IN a It 1 110011 1111 r m O COMMON NAME I� A JA ir' 1,060 Juncus acuminatus 4" POT 1' O.C. Tapertip Rush A CO 1,060 Carex obnupta „ 4 POT 1 O.C. d v Slough Sedge o B I• - • - 168 Camassia quamosh Common Camas 4" POT 1' O.C. _ ►1►�iI��iI� -►.hw SHEET C-4.1 5 OF 5 • STORMWATER PLANTER SIZING U PLANTER PLANTER DIMENSIONS (SF) FILTRATION RAIN GARDEN 2,287 CONVEYANCE DITCH 2,388 TOP OF OVERFLOW 8" PVC ST PIPE 0.50' BELOW RIM I—_ _ _ 3.• _ 3' I S I—III '"Ak FL = 539.50' I I III—III—III —SCOPES 3' OPEN STORAGE I- 1' II III=III=III=III= 1' GROWING MEDIUM = I I==1I— 3" ROUND ROCK I—III—III—III-11 SPLASH PAD 6" DEEP 1' 30 MIL POND LINER= — 1' ROCK CHAMBER III 1111r r1l III -1' III=I10" PVC ST PIPE ROUTED TO 6" PERFORATED PVC ST PIPE- — —III—III—III—III-III III—III—I - PROPOSED PUBLIC ST MANHOLE ROUTED TO 10" OUTFLOW i—III—I 13 I I 9' 8' 9 — BOTTOM OF GRATE ® 30 DEG ANGLE 542.00' NOTE: RECOMMENDED FILTRATION RAIN 0 GARDEN PLANTINGS 4" ORIFICE 541.40' COME FROM 2014 O 4" ORIFICE 540.50' EUGENE STORMWATER MANAGEMENT MANUAL. O — 6" PERF PIPE 537.50' 10" OUTLET 537.50' FILTRATION RAIN GARDEN & OVERFLOW GRATE DETAIL NTS PLANT LIST FOR FILTRATION RAIN GARDEN U ZONE SYMBOL HATCH QTY. BOTANICAL NAME SIZE SPACING a �� os2 r m O COMMON NAME A JA ir' 1,060 Juncus acuminatus 4" POT 1' O.C. Tapertip Rush A CO 1,060 Carex obnupta „ 4 POT 1 O.C. d Slough Sedge o B CQ 168 Camassia quamosh Common Camas 4" POT 1' O.C. 0 ELECTRIC '� 2v 12" MIN PHONE DIRECT BURY OR GREY DUCT E OFF WHITE JOINT UTILITY TRENCH DETAIL NTS N N U I; N r (tCC, wo: V z a a �� os2 r m O 0 CF G m ir' UA my a w 0 z 2 Q d N N 0aWW I; N 0 (tCC, wo: � a o z U ° a u m �� W N N I; N 0 � Y � a o z U ° a u m � o r m O 0 CF G m z 2 d o z 0 SHEET C-4.1 5 OF 5 N N N Q m � Y � a o z U ° a u m p r z z O r m O m o r) Q CF G m z 2 z SHEET C-4.1 5 OF 5