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HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/31/2023OXWOOD SUBDIVISION TENTATIVE PLAT- COVER SHEET I SUBJECT / a NW 1/4 SE 1/4, SECTION 35, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M. PROPERTY 4 I SPRINGFIELD, LANE COUNTY, OREGON / DATE PREPARED: MARCH 25, 2023 \ 12 0.: Stl Sandre L W I Y 1' 17-02-35.42-0115 Owner: McCleohm Kirk &. Wendy S v t; f T PUE T POE a 3 VICINITY MAP \ 17-02-3542-00113 I N � NOT TO SCALE \ I Owner: Paz Dianna M ry _ o ar 17-02-3542-01300 P, 101' \ Owner: Clark Concepioo ed TPUE ? 17-0235-02-00114 TMCTA Owner: Holliday RolmldF&KryslivaL �. SITE ADDRESS: L=13.00 R=74.10 7388 MAIN ST 72' 30? ` a+/-P.�� SPRINGFIELD, OR 97478 Dedi\anon o \ J roJ,e=64 OWNER: I 17-02-35-42-01400 I � OXWOOD PROPERTIES A STREET LLC I Owner: Davenport Brian L& K A9a,.P \ — 88695 GENTRY ST \� R=69 5a AST EUGENE, OREGON 97402 \ �9, APPLICANT: I T PUE / 4 OXWOOD PROPERTIES A STREET LLC 88695 GENTRY ST �6 R=74 u' 110!1b o EUGENE, OREGON 97402 101. y m PUE 9,3 APPLICANT/OWNER REPRESENTATIVE: I IA44 a PLANNING,METRO INC 5' PUE 846 A STREET I I I LOTe o Se SPRINGFIELD, OREGON 97477 I 1,0172 b I Po' a PH: 541-302-9830 xmasEwro oa $�bpti IZia TPS I v , SURVEYOR: 17-02-35-02-01500 I Owner: Davenport Brim L& K A Propoaed Variable Width Joint Access E 14' EGR&ASSOCIATES, INC I 2535B PRAIRIE RD utility Easement 73' ° 7'PUE 1 EUGENE, OREGON 97402 for PH: 541-688-8322 I - 189 T s I ENGINEER: WT gwro n 56 A & O ENGINEERING, LLC STREET SUITE #200 380 Q 17-02-35.42-01600Proorad olmer: Col..$ Hilario l Lara s5 P Variable I SPRINGFIELD, OREGON 97477 I IWu ar nmsPwroeoln Widal Joint Aoeess Utility Easement PH: 541-302-9790 1 NOTE: Bowdary I may - terly+/-4.4' move Easterly I ZONING: as P i i LD LOW-DENSITY RESIDENTIAL -„ "= SCALE I 30' 90' LOT 6 zp?RBF I x6119 9P wi,Ew dWtlag mveble 1 It 17-02-3542-01700 I" AJ LO 7 OWne[: B1110811aW1IX Alm8&RYmK 2h` zlrj38 aP / / i� wuesF.unmuos®.mw / / 7'PUE \ LOTS zll$]II SF i4.1183Fm5mdniti,$mvd,9e 1 L• _ 10-PM } L01179 $17 _ z6.1185PuidadtiltiogmvArya y I N la3 II Proposed 10'PUE _ � 17-02-35-42-01800 Chula Owner: Diaz Charles 7.0a PUE PER DOCUMENT NO J 95-52775 & 95=2776 y 10' PUE- _-- - -" -� St Marn 17-0235-00-03705 Owner: Lamm Family Tmst _",,.,,.- 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 17-02-35-oao3702 846 A STREET Owner: Mangrove Family Land Holdings Inc SPRINGFIELD, OR. 97477 L 541-302-9830 PLANNING NUMBER JOB NO.22-022 ASSESSORS MAP/LOT: 17-02-35-42-00200,00202, & 00300 Prepared By: OTX Er: TS OXWOOD SUBDIVISION TENTATIVE PLAT- EXISTING CONDITIONS / I / 8 NW 1/4 SE 1/4, SECTION 35, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M. Q SPRINGFIELD, LANE COUNTY, OREGON / DATE PREPARED: MARCH 25 2023 • DO 17-02-3542-0112 Owner: Stepp Sandra L 8 \ I O w7 a'i LEGEND: 4 o < Sys 17 02-35-42-0115 Owns: McCleohen Kirk &Wendy $ \ g 0 . \�� Q ® MANHOLE - WASTE WATER l7 I PUE I 7-P e I� E O d o O O � zT MANHOLE -STORM WATER \ 17-02-35-42-00113\ . E O N .y WATER VALVE v Owner Paz Dianna M I r $ o ® WATER METER I Eg Yd � $ y O a � ELECTRICAL VAULT 51'I PC o FIRE HYDRANT 17-02-3542-01300Owner: UTILITY POLE Clark Concepio q ❑ COMMUNICATION PEDESTAL \ c 17-02-3542-00114 tiva L wnO Oar: Holliday ° ❑ MAIL BOX PUBLIC UTILITY EASEMENT 542 544 r PUE SIGN TREE D vTH� O� 542 \ - — - W W - - - WW - WASTE WATER LINE \WW- - - - - - - - — Q L- L101 R=64 v _ - WW - - 5r 5r STORM WATER LINE 17-02-3542-01400 Owner: Davenport Brian L & K A _ WW — — — W WW W — W — WATERLINE I - — a 542 o da AST '4 Q — E — ELECTRICAL POWER LINE 544 —OHE— OVERHEAD ELECTRICAL POWER LINE I 5'PUE �^ — - OHT- - - OHT- — OVERHEAD TELEPHONE/COMMUNICATIONS LINE V �In 942 �i o 0 0 0 0 o- FENCELIKE -WOOD FENCING (TYP.) P" _ StiPOEQ Ptin^+. tid 542 542 J ( ^. " i ] . '^. 4 •CONCRETE -/PAVING "r..'� 6. .. .... . 5' PUE -,f O ° U a 543 �^ FBtI 545 �, o u a 6i I I Q' c 546 ^I m C y 17-02-3542-01500 V I Owner: Davenport BtianL&KA $45 � E I _v 544 T p NOTES 1. COORDINATES HEREON ARE PER THE OREGON 7" DECIDUOUSo 44 COORDINATE REFERENCE SYSTEM (OCAS), o 14" MAPLe 18 12" LE �-d 14" DECIDUOUS EUGENE ZONE, NAD 83(2011), EPOCH 2010.00 2. ELEVATIONS ARE REFERENCED PER NORTH AMERICAN VERTICAL DATUM 88 (NAVD 88). *30'DECIDUOUS sPRvice 546 56' lo" nEcuovs o 3. CONTOURS GENERATED ARE PER GROUND -VERIFIED LIDAR MEASUREMENTS. 17-02-35-42-01617-02-35-42-0160012^ 10"D ECIDUOmUS Owner: Colmenares Hilario I Q \ O 545 SCALE 1"= 30' CD 546 l4\ EVERGRBEN I 7 a 1 17-0GG02��-3354542-01700 GRAVEL 547 Owner: Billeaudeam Anna & Ryan K \ / 548 549 r PUB � 550 GRAVEL 10'PU8 • - 24VHAORBHN GRAVEL 551 \ / � GRAVEL WELL 552 Q 553 554, ONE 555 17-02-35-42-01800 ''`r' '.a• ,.'Q'+•'+•'•_'_�� EGISTER ROFESSI L � In. Charles ' � vr,i � '� • .�a , 44•eavmg LAND SU OR /Owner- `dv j i DOCUMENT NO. '' .l�+Y --- - ' '. "' •. v t _ .4 .--'-' DT 95-52775 &95-52776 • , • a. - SIGN SPEED SOLg1I14t1VE1; .?` " ae Oso22 .'+.•-� ..e W. CORN O ! ••'rte- • •'•1 89960 r r� EXP 23 P •,• - !•P:.•. •., Y'.• _ i•! ..�� •.'ll . .; q' .+':: 43'Pavivg ;: ' , _. 01 ,,, �• . a.y... "S ••., ] 6�a i'�'! - S•SIGN ANIMAL XIN •� 1 - 2' - 7 0 35-00 03705 {BID �• •`. -� Owner:Larunl`am(lyTrosl EGR & Associates, Inc. --- aS2'PBCmB •t •< ` .yam. Engineers, Geologists, and Surveyors Ki.�• Wldrll ', c'Ir ,F '. •Y •�:`'- '.•''.fig P--$� .o a :� - 25356 Prairie Road (541)688-8322 .P. ;•;\,':.., �,i;. _: '- _ Eugene, Oregon 97402 Fax (541) 688-8087 �\ METRO PLANNING, INC 17-02-35-00-03702 846 A STREET Owner: Musgrove Family Land Holdings Inc Map compiled from record data, Lane County GIS O SPRINGFIELD, OR. 97477 pefiles, Aerial photos, �d s � O1iE� field data gathered by EGR & Ass Associates, Inc. 541-302-9830 PLANNING NUMBER JOB No. 22-022 ASSESSORS MAP/LOT: 17-02-35-42-00200,00202, & 00300 Prepared By: GTX Bv. TS OXWOOD SUBDIVISION TENTATIVE PLAT- POTENTIAL LAYOUT / I / 8 I NW 1/4 SE 1/4, SECTION 35, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M. / v SPRINGFIELD, LANE COUNTY, OREGON I DATE PREPARED: MARCH 25 2023 / o� _ \ 17-02-35-42-0112 Owner: Stepp Sand. L ' 17-02-35.42-0115 Y 1 v Owner: McCleohan Kirk &. Wendy S f T PUE T PUE 3 17-02-3542-MI13 I N \ I Ownel': Paz Dimva M ry � sl' o a 17-02-3542-01300 111' 101, 6^ \ Owner:: Clark Clerk Concepian Proposed 7' PUE \ ` ? \ 17-02-35-02-00114 TRACTA Owner: Holliday Ronald F&KryslinaL sen"",,a, ar L=13.00 R=74.10 72' 30' 10'+/ -Proposed R/W Dedication L=701, R=64Ower: I 400 I \rN I Davenport Brian L & K A \y 79USF NBe Irl, R=69 so' AST / \ R=7 L=9, R=71 T PUE ,59 R=74 251_ 5 C P 101' hd p'Y L ti� 5 F T PUE 98 �U I 4 5' PUE -+� FIR rZ I I LOTS o I 'p WT2 .74 F ]f®OSFWNPoIB I 17-02-35-02-01500 TPUEy O I Owner: Davenport Brim L&KAI Proposed Variable / E _ 14' " Width Joint Access Utility Easement 73' O 7' PUB " 1 101' 7" DECIDUOUS " " 1 14" MAPLE l3T 12" N LE 14" DECIDUOUS � ^ 'y 31 DECIDUOUS 18'SPRUCE 7HI9F ass2sswro Pora - - 10" DECIDUOUS 17A2 -35-42-01600I Owner: Col..$ Rein l LOT3 56 10"DECIDUOUS .>fM— Proposed Variable „. Drell®, Width Joint Access smmwro Pols Utility Easement I NOTE: Bomdary any 1 move Easterly 4.,V SS 30' -„ SCALE 1"=30' 90' LOT 6 / p?RBF 14" EVERGREEN .6,usePwwbnwa.s �.wP.. 17-02-3542-01700 0..:Billeaudeaux Anna & Ryan K / GRAVEL / / / 2J-6' - LOT 7 fi'ssss " wuesFMwmu"s maw. 7'PUE LOTS +a.iiesFw�u,mwnmrs�.aoo< i " _ �� L / 24"EVERG +I�j.11W 10 -PM \ / LOTS zrj3P aP _ z6.1185PuidadtiWwgmvArya " I t� Proposed 10'PUE " " EGISIER 17-02-35-42-01800 _ ROFESSI L Onli w er: ne Charles " " " __ LAND SU OR 7.00' PUB PER DOCUMENTNO. " 95-52775 & 95522776 D T OR012 00, W. CORN 89960 " EXP /23 " lo'PUE — Main St 17-02-35-M-03705 Larson wnFamily Trust Off: ' EGR & Associates, Inc. Engineers, Geologists, and Surveyors 25356 Prairie Road (541) 688-8322 --_-" Eugene, Oregon 97402 Fax (541) 688-8087 METRO PLANNING, INC 17-02-35-011-03702 846 A STREET Owner: Musgrove Family Land Holdings Inc Map compiled from record data, Lane County GIS SPRINGFIELD, OR. 97477 O ieaAerial Shapefiles, Aerial photos, I)ogami Lidar data, and survey field data gathered by EGR & Associates, Inc. 541-302-9830 PLANNING NUMBER JOB NO. 22-022 ASSESSORS MAP/LOT: 17-02-35-42-00200, 00202, & 00300 prepared By: GTx Br: TS OXWOOD SUBDIVISION TENTATIVE PLAT- POSSIBLE FUTURE DEVELOPMENT PLAN I SUBJECT / NW 1/4 SE 1/4, SECTION 35, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M. PROPERTY 4 I SPRINGFIELD, LANE COUNTY, OREGON / DATE PREPARED: FEBRUARY 23, 2023 \ 12 0.: Stl epp Sandre L I Y 1' 17-02-35.42-0115 v Owner: McCleohan Kirk &. Wendy S yy C \m SCALF. I"=50' \ 7' PUE '/' PUE 3 > VICINITY MAP \ 17-02-3542-00113 I N � NOT TO SCALE \ Owner: Paz DlaomM Q ❑ U SITE ADDRESS: �g 7388 MAIN ST SPRINGFIELD OR 97478-7444 51' PCY-"M1 \ o OWNER: OXWOOD PROPERTIES A STREET LLC 17-02-3542-01300 E 88695 GENTRY ST EUGENE, OREGON 97402 \ Owner: Clark Concepioo ` APPLICANT: \ ? TRACTA 17-02-35-02-00114 [ OXWOOD PROPERTIES A STREET LLC aTO.A. .versa Owner: Holliday Ronald F & Kryslina L 88695 GENTRY ST 3wsse EUGENE, OREGON 97402 AGENT: METRO PLANNING, INC JED TRUETT, AICP 846 A STREET SPRINGFIELD, OREGON 97477 1,OT1 \ PH: 541-302-9830 17-02-35-42-01400I I ne3 . ZONING: I ne Owner: Davenport Brian L&KA \ D 50' AST LOW-DENSITY RESIDENTIAL I T PUE / \ 1 96 TPUE 4 U 5' PUE — I 56'I69F S POF'Ael itlbaP Plitt $� wmsrwa rom �1 4 F' `� C PLC I m O 17-02-35-02-01500 _ I Owner: Davenport Brim L & K A 15 14 O PPUE / ^ 1.0r< A133F asex s9wro ro� 17-02-35.42-01600 �sr Owner: Col..$ Hilario l sen sr wro rare SCALE 1"= 30' / 1 I I 1700 Owner: Bi 1 udeaux Anna & Ryan K osr 7' PUE ar .... / OT 10 bz9sr y _ � 10' PUE \/ LM11 _ 3619 sr LM l2 _ M68e LOT O S � 17-02-35-42-01800 Owner: Diaz Charles � 7.00' PUE PER J DOCUMENTNO. 95-52775 & 95=2776 y St 17-02-35-00-03705 Mu' Owner: Lamm Family Tatar 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 17-02-35-WO3702O 846 A STREET Owner: Musgrove Family Land Holdings Inc SPRINGFIELD, OR. 97477 541-302-9830 PLANNING NUMBER JOB NO. 22-022 ASSESSORS MAP/LOT: 17-02-35-42-00200, 00202, & 00300 Prepared By: GTX 17-02-35-42-01300 Owner, Clark Concepion 17-02-35-42-01400 Owner, Davenport Brian L & K A 17-02-35-42-01500 Owner: Davenport Brian L & K A 17-02-35-42-01600 r, Co(menares HiTario I 551.17 A DON N 17-02-35-42-00113 Owner, Paz Dianna M 10" R OUT (E) _ CRATE REV = x290 C8 5- s13a9 Tc\ LOT 1 7,934 SF 4 LOT 2 79474 SF 511 LOT 9 12,237 SF 1 51493 TC 6 12' R N (SW) = 5M.78- 12 R N (S) (NEW) = 5x.78• / 15 R Wf (N) - 5x.83' / RN M = 539.2a• 9. NEN S�N"ME � \. {,VNNECMN - TO ET851IN0 \ sr uwxalE I I / a d I 3 cu 3 i a U 3 M o U i C oa nIrf~ 12' R OUT (N) - 538.78• wN m - 541.85 17-02-35-42-00114 Owner, Ho((Iday Ronald F & Krystina N lT YN9( L 8'RN(5)-510.09' 8'Rm("=53098• PoN EIEV -54390' r542,W EX AC a x WE x 0Jm TO LOT 5 5,476 SF "ST LOT 4 1 7,013 SF 1 I I , , y200 38 TO s4595 TO , SI- , 1 1 12ea �� , �1544.9] AC i LOT 8 11,270 SF s- 1A03 cy Y LOT 3 �6"ST J N 0 07 > u u I N0 0 10,911 SF 5m'u 0 N n i of Wry) 8'R IN(w)=542.37 L 0, I 8' RL IN (E) - 542.47 N MANHOLE 8' R OUT (N) = 542.12' w w RUN EEE, - 515.92' � 5• t 0 5= 1.053 2 � 0 as 543.99 c�3 TC 514.19 1C _- ----------; 00M ----- 3 TO „" i� _ �� 1 W 1 N� a 1 i 514.13 AC LOT 9 12,237 SF 1 51493 TC 6 12' R N (SW) = 5M.78- 12 R N (S) (NEW) = 5x.78• / 15 R Wf (N) - 5x.83' / RN M = 539.2a• 9. NEN S�N"ME � \. {,VNNECMN - TO ET851IN0 \ sr uwxalE I I / a d I 3 cu 3 i a U 3 M o U i C oa nIrf~ 12' R OUT (N) - 538.78• wN m - 541.85 17-02-35-42-00114 Owner, Ho((Iday Ronald F & Krystina N lT YN9( L 8'RN(5)-510.09' 8'Rm("=53098• PoN EIEV -54390' r542,W EX AC a x WE x 0Jm TO LOT 5 5,476 SF "ST LOT 4 1 7,013 SF 1 I I , , y200 38 TO s4595 TO , SI- , 1 1 12ea �� , �1544.9] AC i LOT 8 11,270 SF 0 A STREET \, .•_ ..._,. .. :.. ...-.' fxlsHNcssioewwc �: ':.?.J.. .'.:: '.. ..P: .... � \ T U u cu C NI N W OUT � i I M a i O U m cul tl U S J 1 = I U N In W C Ea v I 3 1 J 3 N o o L _ s ' O i 19.49 CONC. 549.99 TC ISmVA i ,39t.. j N - T rare: Boundary may move westerly LOT 6 17,372 SF LOT 7 12,536 SF �lk Ii13 m Noll 552 c3 VICINITY MAP THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD. WIM ; 1. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEETS C-1.0 AND C-2.0. FRANCHISE UTILNIES (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 UDAR 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. ANOTHER INFILTRATION TEST SHOULD BE PERFORMED DURING WET WEATHER MONTHS (DECEMBER OR FEBRUARY) TO VERIFY INFILTRATION RATE AND DEPTH TO GROUNDWATER. 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 PONDS A DESIGN INFILTRATION RATE OF 2 IN/HR WILL BE UTILIZED WITHIN THE PONDS 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 (TRACT A 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 UNED 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. NTS i LEGEND x x 8"W 0 %W 8"WW - - CL-24"SD LIGE 0 PPI PHN 2"G--- 0 8"WW 8"ST O EXISTING BOUNDARY ADJACENT PROPERTIES PROPOSED PROPERTY LINES EXISTING CURB LINE EXISTING FENCE EXISTING WATER MAIN EXISTING WATER METER EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING WASTEWATER SYSTEM EXISTING CLEANOUT EXISTING STORM DRAINAGE SYSTEM EXISTING CATCH BASIN EXISTING CURB INLET EXISTING STREET LIGHT EXISTING UNDERGROUND ELECTRIC EXISTING TRANSFORMER EXISTING TELEPHONE PEDESTAL EXISTING TELEPHONE LINE EXISTING GAS MAIN EXISTING GAS VALVE PROPOSED WATER METER PROPOSED WASTEWATER LINE PROPOSED WASTEWATER MANHOLE PROPOSED WASTEWATER CLEANOUT PROPOSED STORM LINE PROPOSED STORM MANHOLE PROPOSED STORM CLEANOUT PROPOSED CURB INLET PROPOSED FIRE HYDRANT PROPOSED PAVED AREA PROPOSED SIDEWALK EXISTING SIDEWALK E a cy Y .8 o M EX J N 0 07 > u u I N0 0 o U > n o 0 N n i of Wry) "� L 0, I MH MANHOLE 3 w o � vJ 0 STREET 0 0 A STREET \, .•_ ..._,. .. :.. ...-.' fxlsHNcssioewwc �: ':.?.J.. .'.:: '.. ..P: .... � \ T U u cu C NI N W OUT � i I M a i O U m cul tl U S J 1 = I U N In W C Ea v I 3 1 J 3 N o o L _ s ' O i 19.49 CONC. 549.99 TC ISmVA i ,39t.. j N - T rare: Boundary may move westerly LOT 6 17,372 SF LOT 7 12,536 SF �lk Ii13 m Noll 552 c3 VICINITY MAP THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD. WIM ; 1. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEETS C-1.0 AND C-2.0. FRANCHISE UTILNIES (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 UDAR 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. ANOTHER INFILTRATION TEST SHOULD BE PERFORMED DURING WET WEATHER MONTHS (DECEMBER OR FEBRUARY) TO VERIFY INFILTRATION RATE AND DEPTH TO GROUNDWATER. 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 PONDS A DESIGN INFILTRATION RATE OF 2 IN/HR WILL BE UTILIZED WITHIN THE PONDS 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 (TRACT A 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 UNED 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. NTS i LEGEND x x 8"W 0 %W 8"WW - - CL-24"SD LIGE 0 PPI PHN 2"G--- 0 8"WW 8"ST O EXISTING BOUNDARY ADJACENT PROPERTIES PROPOSED PROPERTY LINES EXISTING CURB LINE EXISTING FENCE EXISTING WATER MAIN EXISTING WATER METER EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING WASTEWATER SYSTEM EXISTING CLEANOUT EXISTING STORM DRAINAGE SYSTEM EXISTING CATCH BASIN EXISTING CURB INLET EXISTING STREET LIGHT EXISTING UNDERGROUND ELECTRIC EXISTING TRANSFORMER EXISTING TELEPHONE PEDESTAL EXISTING TELEPHONE LINE EXISTING GAS MAIN EXISTING GAS VALVE PROPOSED WATER METER PROPOSED WASTEWATER LINE PROPOSED WASTEWATER MANHOLE PROPOSED WASTEWATER CLEANOUT PROPOSED STORM LINE PROPOSED STORM MANHOLE PROPOSED STORM CLEANOUT PROPOSED CURB INLET PROPOSED FIRE HYDRANT PROPOSED PAVED AREA PROPOSED SIDEWALK EXISTING SIDEWALK E PROPOSED FLOW DIRECTION S=0.50% PROPOSED SLOPE EX EXISTING EG EXISTING GRADE TC TOP FACE OF CURB ST STORMLINE Wry) WASTEWATER LINE FL FLOWLINE MH MANHOLE CUT = 398.51 C.Y. FILL = 962.83 C.Y. 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 0 STREET C] N N V O � MZ y 0 W a Vp N� os2 W " z O m C n \� W O vJ 0 0 C] c�3 i W a SHEET C-1.0 0 N N N O � MZ y 0 W W cc ti W N N N O � to ¢ m 0 I N0 F D z a ti Z O " z O m C n \� W O vJ 0 C] c�3 i a SHEET C-1.0 0 0 CJ N N N to ¢ m Y I N0 F D z a ti Z O " z O m C F C%l O i a SHEET C-1.0 1 OF 5 7' PUE LOT 1 7,934 SF ,,� I I I 8" FL IN (S) = 536.35' .__ 6" FL IN (NW) = 536.45' 8" FL OUT (N) = 536.25' RIM ELEV = 542.16' I ; S= 1.005 4 LF S= 1.00 31 LF LOT 2 7,474 SF 10 0 I CI U N L7 i I I o I ��� 17-02-35-42-00114 v aI ❑wnerl Holliday Ronald F & Krystina >. \i 8" FL IN (SW) (NEW) = 535.94'° 6" FL IN (S) = 535.94' 6" FL IN (W) = 536.03' • i?f 1. y 8" FL IN (E) = 535.95' 7 8" FLOUT (N) = 535.69' " .. - .. ', . •." .,'. EXISTING 5 SOMA -A4 l (OLD) RIM ELEV = 542.52' ----- ---- (NEW) RIM ELEV = 543.01' .. ----- ----" ____ - – � i E---- C ---- ---- ---- ---- - EXISTING • ___ w ___ a� ARE S= 1.005 LOT 3 3 LF0-4 6"WI 10,911 SF p I � Iml ;111 I o •II I I nin�ll L , V 7_ 1� LOT 9 12,237 SF �,. w w ____ ". — — — k _ — — — — — — HYDRANT ABANDON EXISnNG — & WEST WW SNB ON • �K ` EXISTING MANHOLE - A STREET PROPOSED CONST NEW SW WW SNB Pueuc \ ` DR HYR o. EXISI'iNG.•5`°SI1DEW{ILK _ 8" FL IN (S) = 538.51' 8" FL IN (W) = 538.41' 8" FL IN (E) = 538.31' 8" FL OUT (N) = 538.11' RIM ELEV = 545.27' LOT 8 11,270 SF ABANDON EXISTING WATERDNE AND CONNECTION =SIGN SPEED SOLAR PANEL LOT 7 12,536 SF I =1 ----------- NOTE: NOTE: Boundary may move Westerly +/- 4.4' LOT 6 17,372 SF LEGEND --•--•--•— a i= H T — - — - — - — � ------- U PROPOSED PROPERTY LINES — — — ----------------- — —X—X— Wo EXISTING FENCE 8"W EXISTING WATER MAIN ❑W I ® EXISTING WATER VALVE 0 a EXISTING FIRE HYDRANT ST (9) 1 }" ER METER :OXES. — — �' c) c� I .--i U \ COORDINATE — — (`•) T EXISTING STORM DRAINAGE SYSTEM CD ® >- WITH SUB FOR O I EXISTING STREET LIGHT cu 2 OF 5 EXISTING UNDERGROUND ELECTRIC INSTALLATION. EXISTING TRANSFORMER CD © EXISTING TELEPHONE PEDESTAL PHN— i EXISTING TELEPHONE UNE — —2"G— — — EXISTING GAS MAIN I.N EXISTING GAS VALVE N 8"WW PROPOSED WASTEWATER LINE > 0i PROPOSED WASTEWATER MANHOLE I U0 PROPOSED WASTEWATER CLEANOUT L PROPOSED STORM UNE (U ® PROPOSED STORM MANHOLE ® ('7 O LOT 50U I Lr) I PAVED AREA OPROPOSED SIDEWALK Ill osJ U 5,476 SF I o = ^ L I N L U (y)3 � o 1 C -- ------------------------------ LOT LOT 4 _-----"- "-- \, 6" FL IN (SE) = 540.20' 71013 SF 1 8" FL OUT (SW) = 540.00' 1 RIM ELEV = 548.03' 8" FL IN (S) = 538.51' 8" FL IN (W) = 538.41' 8" FL IN (E) = 538.31' 8" FL OUT (N) = 538.11' RIM ELEV = 545.27' LOT 8 11,270 SF ABANDON EXISTING WATERDNE AND CONNECTION =SIGN SPEED SOLAR PANEL LOT 7 12,536 SF I =1 ----------- NOTE: NOTE: Boundary may move Westerly +/- 4.4' LOT 6 17,372 SF LEGEND --•--•--•— a i= H EXISTING BOUNDARY — - — - — - — ADJACENT PROPERTIES ------- i N N F PROPOSED PROPERTY LINES — — — — — EXISTING CURB LINE —X—X— Wo EXISTING FENCE 8"W — — EXISTING WATER MAIN ❑W EXISTING WATER METER ® EXISTING WATER VALVE 0 z O EXISTING FIRE HYDRANT lW� 8"WW — — c) c� EXISTING WASTEWATER SYSTEM i © EXISTING CLEANOUT � '124"SD— — — EXISTING STORM DRAINAGE SYSTEM ® EXISTING CATCH BASIN O EXISTING CURB INLET EXISTING STREET LIGHT LGE— 2 OF 5 EXISTING UNDERGROUND ELECTRIC EXISTING TRANSFORMER © EXISTING TELEPHONE PEDESTAL PHN— EXISTING TELEPHONE UNE — —2"G— — — EXISTING GAS MAIN I.N EXISTING GAS VALVE PROPOSED WATER METER 8"WW PROPOSED WASTEWATER LINE ® PROPOSED WASTEWATER MANHOLE ® PROPOSED WASTEWATER CLEANOUT 8"ST PROPOSED STORM UNE ® PROPOSED STORM MANHOLE ® PROPOSED STORM CLEANOUT O PROPOSED CURB INLET PROPOSED FIRE HYDRANT DPROPOSED PAVED AREA OPROPOSED SIDEWALK EXISTING SIDEWALK 20' N SC&f- 1'=20' 0 20' WATER NOTES: 1. PRIVATE PIPING SHALL MEET REQUIREMENTS OUTLINED IN OREGON STATE PLUMBING SPECIALTY CODE 2021. 7 PUE , � 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 PUE. 3. FINAL UTILITY DESIGN TO BE COMPLETED DURING BP PROCESS BY FRANCHISE UTILITY PROVIDERS. CURRENT UTILTTY ROUTINGS SHOWN ARE PRELIMINARY �.9gilU➢IItp11111�1:7i�[N7�HiF11�H�b9illit�II� WASTEWATER NOTES: 1. LOTS 1-9 TO BE SERVED VIA INDIVIDUAL LATERALS CONNECTED TO AN 8" PROPOSED PUBLIC MAINUNE. PRIVATE OWNERSHIP IS PROPOSED TO BEGIN AT EASEMENT BOUNDARY. 2. PROPOSED WASTEWATER MANHOLES TO BE CONSTRUCTED PER COS STD. DWG 4-1 40' THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD. n N N a i= H 0 N 3 m 0 Y i N N F F� S o c O '�. Wo rEnVZ 7 UC r6i�a 0 z O W c) c� U i c� n N N 0 N 3 m 0 Y i N N F F� S o c O m Z O 7 0 z O c) c� U i c� O N O SHEET C-2.0 2 OF 5 (v 112 n N N N 3 m 0 Y i N N F o z S o c m Z m Q H� 7 z O i SHEET C-2.0 2 OF 5 PROPOSED DRIVEWAY PE LOT I COS STD. DWG 3-22 7,934 SF PROPOSED -MAILBOX PAD LOCATION EXISTING SIGN 74TH Sr X A ST" TO BE REMOVED \�9?22r �O�Jy�909�gL a 17-02-35-42-00114 Ownerl Holliday Ronald F & Krystina L PROPOSED 2EET TREE (4) 10, DEDICATION LOT 2 LOT 5 71474 SF51476 SF i I , I PROPOSED CURB AND GUTTER PER SHEET C-4.0 i & i LOT 3 10,911 SF R=37 PROPOSED CURB NO GUTTER PER SHEET C-4.0-------------- --------------- -- -- -- f PROPOSED 16" VERTICAL CURB SLOPE TO MATCH EXISTING GRADE (3:1 MAX) LOT 9 12,237 SF L LOT 4 20 79013 SF PAVING PROPOSED 16" VERTICAL CURB I 1 ------------- -- - 33.77 �'-- PROPOSED 3' CONCRETE - — ALLEY GUTTER — PER SHEET _ C-4.0 PROPOSED PRIVATE DRIB LOT 8 11,270 SF SIGN SPEED SOLAR PANEL EXISTING A STREET i i o � / O WOE — PROPOSED — CURB AND GUTTER PER SHEET C-4.1 LOT 7 12,536 SF PAVEMENT SECTION PER DETAIL ON SHEET C-4.0 _ LOT 6 17,372 SF NOTE: Boundary may move Westerly +/- 4.4' LEGEND --•--•--- EXISTING BOUNDARY — — — — ADJACENT PROPERTIES PROPOSED PROPERTY LINES EXISTING CURB LINE —X—X— EXISTING FENCE 8"W — — EXISTING WATER MAIN ❑W EXISTING WATER METER ® EXISTING WATER VALVE X EXISTING FIRE HYDRANT �� 8"WW – — – EXISTING WASTEWATER SYSTEM EXISTING CLEANOUT 'L�24°SD– — – EXISTING STORM DRAINAGE SYSTEM ® EXISTING CATCH BASIN EXISTING CURB INLET EXISTING STREET LIGHT UGE EXISTING UNDERGROUND ELECTRIC EXISTING TRANSFORMER © EXISTING TELEPHONE PEDESTAL PHN EXISTING TELEPHONE LINE — —2"G — — — EXISTING GAS MAIN KN EXISTING GAS VALVE wp PROPOSED WATER METER 8"WWPROPOSED WASTEWATER LINE ® PROPOSED WASTEWATER MANHOLE (D PROPOSED WASTEWATER CLEANOUT 8"ST PROPOSED STORM LINE ® PROPOSED STORM MANHOLE ® PROPOSED STORM CLEANOUT 0 PROPOSED CURB INLET PROPOSED FIRE HYDRANT DPROPOSED PAVED AREA PROPOSED SIDEWALK �:,:4 �:_.; `.'•..; ;..;.. EXISTING SIDEWALK • PROPOSED STREET TREES PAVING NOTES: SC&E, 11=20' 1. EXISTING STREET LIGHTS ALONG A STREET ARE COBRA STYLE HIGH-PRESSURE SODIUM. 2. "NO PARKING" SIGNS TO BE PLACED ON BOTH SIDES OF THE INTERIOR DRIVEWAYS. 3. DRIVEWAYS TO BE CONSTRUCTED PER CIN OF SPRINGFIELD STANDARD DRAWING 3-22. 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. B. STREET TREE LOCATIONS TO BE FINISHED DURING BP 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 UTILTTY 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 LOCAL PUBLIC AND PRIVATE RESIDENTIAL STREET CROSS-SECTIONS. TREE LEGEND BOTANICAL NAME COMMON NAME SIZE QT(. Acer rubrum Red Maple 2" CAL 4 THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD. 'EXISTING.•5"n SIDEW{1LK O " / . m w a C7 d ti o f <. a aF T . — . — . — . — . — . — 7 06 7 U r6i�a – – – – – – – – – – – – – – – I – – – – --- ;1- T I m W I cv -Y On o U c') >, CID m m N CD I icu G � o -LG > > C -3.o I N I _ CO �U � Nay d oI M U�I �3 S CDUJ cd 0i I LJ I Ol I i N I ¢¢ I J 3 ED NE3 CI L a V I _-- D a 3 I o --- I I PROPOSED — CURB AND GUTTER PER SHEET C-4.1 LOT 7 12,536 SF PAVEMENT SECTION PER DETAIL ON SHEET C-4.0 _ LOT 6 17,372 SF NOTE: Boundary may move Westerly +/- 4.4' LEGEND --•--•--- EXISTING BOUNDARY — — — — ADJACENT PROPERTIES PROPOSED PROPERTY LINES EXISTING CURB LINE —X—X— EXISTING FENCE 8"W — — EXISTING WATER MAIN ❑W EXISTING WATER METER ® EXISTING WATER VALVE X EXISTING FIRE HYDRANT �� 8"WW – — – EXISTING WASTEWATER SYSTEM EXISTING CLEANOUT 'L�24°SD– — – EXISTING STORM DRAINAGE SYSTEM ® EXISTING CATCH BASIN EXISTING CURB INLET EXISTING STREET LIGHT UGE EXISTING UNDERGROUND ELECTRIC EXISTING TRANSFORMER © EXISTING TELEPHONE PEDESTAL PHN EXISTING TELEPHONE LINE — —2"G — — — EXISTING GAS MAIN KN EXISTING GAS VALVE wp PROPOSED WATER METER 8"WWPROPOSED WASTEWATER LINE ® PROPOSED WASTEWATER MANHOLE (D PROPOSED WASTEWATER CLEANOUT 8"ST PROPOSED STORM LINE ® PROPOSED STORM MANHOLE ® PROPOSED STORM CLEANOUT 0 PROPOSED CURB INLET PROPOSED FIRE HYDRANT DPROPOSED PAVED AREA PROPOSED SIDEWALK �:,:4 �:_.; `.'•..; ;..;.. EXISTING SIDEWALK • PROPOSED STREET TREES PAVING NOTES: SC&E, 11=20' 1. EXISTING STREET LIGHTS ALONG A STREET ARE COBRA STYLE HIGH-PRESSURE SODIUM. 2. "NO PARKING" SIGNS TO BE PLACED ON BOTH SIDES OF THE INTERIOR DRIVEWAYS. 3. DRIVEWAYS TO BE CONSTRUCTED PER CIN OF SPRINGFIELD STANDARD DRAWING 3-22. 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. B. STREET TREE LOCATIONS TO BE FINISHED DURING BP 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 UTILTTY 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 LOCAL PUBLIC AND PRIVATE RESIDENTIAL STREET CROSS-SECTIONS. TREE LEGEND BOTANICAL NAME COMMON NAME SIZE QT(. Acer rubrum Red Maple 2" CAL 4 THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD. Q �v a C E. O N azzo 5�; m w a C7 d ti o f gpg a aF O C ws �z�z 7 UC r6i�a bq N m W I On o U Q O N z S V1 m w a C7 d ti o f 0. O Q O F, O 0 7 N N m Y I On o U > m m C) o G � o z C -3.o 3 OF 5 Q H� 7 N N m Y I m m n o G c z C -3.o 3 OF 5 Z LJ F ¢¢ 6 z D a V D D a Q H� 7 O w x SHEET C -3.o 3 OF 5 PROPOSED PRIVATE DRIVE STD. CURB & GUTTER 21 0.5' 0' 20' 0.5' 0' 6" 6" "I CRUSHED ROCK BACKFILL CONCRETE SHALL �.. I BE 3,500 PSI MIX �a I s" 16" VERTICAL CURB NTS �LVLL Z_ 2 FIVI/il, 3/4" RADIUS TYP. AC PAVING PER PLAN BATTER 6:1 s� RAD. LBATrER " PE VARIES,E GLITTER PAN NOTESN 'o o.. CURB AND GUTTER DETAIL NTS 1 d" FINISH GRADE (SLOPE VAR.) BATTER 61 16" VERTICAL CURB HEAVY PAVEMENT SECTION DETAIL N.T.S. 4" LEVEL 2 HMAC 1/2" AGGREGATE. 12" COMPACTED 3/4"-0 CRUSHED ROCK. SUB -GRADE TO BE COMPACTED AND PROOF -ROLLED WITH LOADED DUMP TRUCK UNTIL THERE IS NO PUMPING OR SIGNIFICANT DEFLECTION OF SOIL CALL PROJECT GEOTECHNICAL ENGINEER TO WITNESS PROOF ROLL E� ON SITE DRAINAGE SHALL FLAW ONTO PROPERTY ` ORNEW4`l `N\OC!\ ERE PRO�EC\\ON OF PROPER�I UNE t --A --- 3/4" L DEDICATE RIGHT OF WAY AS NECESSARY TO CONTAIN PEDESTRIAN PATH B" THICK 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX REINFORCED CONCRETE ON 2" OF COMPACTED 3/4" MINUS CRUSHED ROCK ri LONG -wm%C\\m -\O t t S !A\\A1 ' 12:1 TYPICAL �L.�`� t Z!\ROaZ AOT!\ CURB CUA `N\OZt\ �1 FC MN\MUM `Z`tP\CPL> OFi\VIEW P`( CURE FiEZURN S`c\P.LL NOS EY.�ENO 8E`(ONO PRO�EC�\ON OF PROPER�`t L\NE SECTION A — A B" THICK 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX REINFORCED CONCRETE #4 REBAR - 12" ON CENTER BOTH WAYS PLACED 2" ABOVE THE BOTTOM OF SLAB 2" OF 3/4" MINUS COMPACTED CRUSHED ROCK NOTES * NO ABOVE -GROUND FACILITES (FIRE HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, ETC.) SHALL BE PERMITTED WITHIN THE APRON OR RAMP AREA * DRIVEWAY (THROAT) WIDTH SHALL BE BETWEEN 24 FEET (MINIMUM) AND 35 FEET (MAXIMUM) IN ACCORDANCE WITH CITY PERMITS. * ALL SURFACES SHALL HAVE A BROOM FINISH. REFER TO STANDARD DRAWING 3 -XX FOR CURB CUT DETAILS * CONCRETE WITHIN APPROACH SHAL BE 8- THICK (MIN) CONCRETE ON 2- OF 3/4" MINUS CRUSHED ROCK. * REINFORCEMENT IS REQUIRED. USE #4 REBAR - 12" ON CENTER - BOTH WAYS - PLACED 2" ABOVE THE BOTTOM OF THE SLAB * A CONTRACTION (SCORE) JOINT SHALL BE ADDED IN THE CENTER OF THE APRON. * SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE * CURBS k COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE SIDEWALK ACCESS RAMP NOTES THIS DRIVEWAY APPROACH MAY NOT BE USED AS A SIDEWALK ACCESS RAMP SIDEWALK WIDTH PER PLAN 0 6. DUMMY JOINT 1/4" � 3/4" RADIUS DEEP "V" GROOVE s" .. , . AC PAVING •' Y N PER PLAN N 0 c� z O F �cl) 3,000 PSI CONCRETE N U O 12"�8J w x N BATTER 0 6:1 MONOLITHIC CURB/SIDEWALK SHEET C-4.0 4 OF 5 NTS a F 0 F-' � o 0 VI G] Y N 0 c� z O F �cl) > N U O w x N 01 0 SHEET C-4.0 4 OF 5 a F 0 F-' � o 0 VI G] Y N 0 c� z O �cl) > N U O w x N 01 0 SHEET C-4.0 4 OF 5 a F F-' VI G] Y N z O Z w x N SHEET C-4.0 4 OF 5 u 3 Z a F F-' z O w x SHEET C-4.0 4 OF 5 =III ••-. ':''� III=III=111- -I I I I—I I—I I I—I 0.5' -III—III=1 I ''• �s, 0.5' OPEN STORAGE =III—III—I_ '''��" ��'•' — I= 30 MIL (POND LINER -III—III—III—I '•• s� ��..••' —III— - � I -III=III=III=III=1 •�::°�°F � —III—III=III; _ =III= �"''•`'••':•'••':•'••':•'"•`''."''."`•'•`'••'•`'':•'••':•': III I I1=1 — _ - - SPLASH PAD 4" PVC ST PIPE ROUTED TO PROPOSED I I I—III—III—III—III—III—III—III—III—III—III—III—F1��rl I�J11- -I �—III—III—III=1 I—III—III—III—III—III ;III -1=1 I=1 I. T 8" PRIVATE ST MAINLINE III=III= =1 I I—III—III—III I i I—ATI—I I I I I 2' 2' 2' DRAINAGE DITCH DETAIL NTS PLANT LIST FOR FILTRATION RAIN GARDEN INLAND FOUNDRY CO. INC. SYMBOL HATCH QTY. OREOUAL SIZE SPACING G u m RING _...NO.80 o m Z o COMMON NAME COVER .....NO.B02-2 OVEREI OW GRATE vvvvVv Carex obnu to A CO " 4A 2,119 GRATE00 4" POT 1 O.C. (SEE NOTE) IAV .4'4 REBAR (HOOP)SLEEVE .r USE POLYMER SEALANT ,. 42' HOOP @ 6' • ? AT CONE & FRAME 1�11�A O.C. X MIR •, ATION RAIN _t_V, COVER TOP& CQ 0000 168 BOTTOM 4" POT 1' O.C. O �0��Common � Camas SHEET C-4.1 ALL. CONSTRUCTION JOINTS ���� x SHALL BE MORTARED WITH ��'• i" _S NON-SHRINKGROUT Vt T , LF sv VV— K 7. . . . . 8 • .' 2' ---------------------------------------------------------------------- 0 0 FILTRATION RAIN GARDEN DETAIL TRACT A SCALE 1"=10' CAST -IN-PLACE BOOT OR -NS FAL OR VARIABLE APPROVED EOUAL '•• NIM SHRINK CLEARANCE ABOVE a"'C NOTES: A' �BROUT PIPE 0.1' 1. ALL PIPE CONNECTIONS • _ TO MANHOLES SHALL BE CORE DRILLED UP TO 12'. B• 2. ALL PIPE CONNECTIONS CONCRETEOR _ ,.. ""' GREATER THAN 12' MECH. PLUG i'i"'yy+'� 'SHALL BE CONNECTED AS is ,^,-•?.?;.' ::..: .... y..+.: .. : ,•;. ,y. •'••... DIRECTED BY (CITY) •I:.;S �%,:^•..-H::: ;, �.(, , ENGINEER IN THE FIELD, PIPE '.,''.�_? :-..: .... -S OR, BY STAMPED PRE CAST AND DRAWING APPROVED BY D 13ARRELL % BASE .` ME CITY ENGINEER. 3. SLEEVE: USE APPROVED POLYMER SEALANT MATERIAL. PREFERRED 27'PVC, HOPE OR OTHER .:. '• AS APED BY ENGINEER, 9. SEE STD DWG 4-1A FOR FRAME ADJUSTMENT DETAIL. PO NFss%,�c SPRINGFIELDI1 STANDARD MANHOLE PF OR ON 113 15 ZOOt�N- BY APPR. STANDARD DRAWING B ALARQ OREGON MATE 4-1 ow DAre t23t m2z 2022 CMlnenl4f.buwMC14 aRP""BBnM• OIBWN<MRiryln-YnB-Gp1Yl pae�edV"�e4 itlJ.nLLllR1R'Ki4NB4RE YW08WIMYYPLYI.19BB4 Yptl.Y.GN6 Jan.ary ie, AII PLANT LIST FOR FILTRATION RAIN GARDEN ZONE SYMBOL HATCH QTY. BOTANICAL NAME SIZE SPACING G u m � o m Z o COMMON NAME OVEREI OW GRATE vvvvVv Carex obnu to A CO v v v v v� Slough 2,119 GRATE00 4" POT 1 O.C. +J IAV vvvvv� ,. 1�11�A w •, ATION RAIN _t_V, B CQ 0000 168 Camassia quamash 4" POT 1' O.C. O �0��Common � Camas SHEET C-4.1 5 OF 5 ���� RI Vt T , LF VV— K 7. . . . . 8 • .' ---------------------------------------------------------------------- 0 0 FILTRATION RAIN GARDEN DETAIL TRACT A SCALE 1"=10' PLANT LIST FOR FILTRATION RAIN GARDEN ZONE SYMBOL HATCH QTY. BOTANICAL NAME SIZE SPACING G u m � o m Z o COMMON NAME vvvvVv Carex obnu to A CO v v v v v� Slough 2,119 Sedge 4" POT 1 O.C. +J IAV vvvvv� 1�11�A w B CQ 0000 168 Camassia quamash 4" POT 1' O.C. O �0��Common � Camas SHEET C-4.1 5 OF 5 ���� RI STORMWATER PLANTER SIZING 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'I I—III "Ak S/p f FL = 539.50' III—III—III —SCOPES 3' OPEN STORAGE --III I I 1I - 1I III=III=III=III= 1' GROWING MEDIUM = I I=III—I_I 3" ROUND ROCK I—III—III—III—IIISPLASH PAD 6" DEEP 1' 30 MIL PONU-LINER= 1' ROCK CHAMBER III IIIA IIIA IITI 1 _ =10" 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 1-1 1=1—I ' —'—I I I 9' 8' 9' RIM OF PLANTER 542.50' - 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 3' 12" MIN PHONE $'t DIRECT BURY OR GREY DUCT ELECTRIC ABLE OFF WHITE JOINT UTILITY TRENCH DETAIL NTS N a F�(o 0 � W WW G u m � o N 0 � N N o z U a G u m � o m Z o 0 +J IAV 0 w O SHEET C-4.1 5 OF 5 RI N � N N o z U a G u m z z o m Z o m 0 > .L Q F 0 w SHEET C-4.1 5 OF 5