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Home My WebLink AboutPlan, Tentative APPLICANT 8/14/2018N GRAPHIC SCALE 10 0 5 10 20 IN FEET ) �_uNyIiyniv 4v14 oidnc,n rFly ineenny, IFIL. anch tN"G'INEERINGC sbxem civil • transportation structural • geotechnical S U R V E Y I N G 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Eng ineering.com Springfield OR I Albany OR PROFF" 1 N Digi igne by"Damie ' ert Dat8.08.14 09:==52:19 - 0' Oi:�EGON h/161V G \�� EXPIRES: JUNE 30, 2019 xWY 126 project title: VICINITY MAP NOT TO SCALE TAX MAP: 17-03-36-24, TAX LOT: 400 OWNER & APPLICANT: REGAN DUCLOSEL 21 RUE DE VERNEUIL 75007 PARIS, FRANCE z SITE ADDRESS: 539 18TH ST., SPRINGFIELD, OR ELEVATIONS BASED ON: ELEVATIONS SHOWN HERON ARE IN NAVD'88 AS MEASURED BY GPS UNLESS OTHERWISE NOTED. SITE: TAX LOT 400 0.36 ACRES NOTES: z 0 iJ W 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. PER THE USDA WEB SOIL SURVEY, THE ENTIRE SITE IS COBURG URBAN LAND COMPLEX (32). 0 J. PER THE WELLHEAD PROTECTION AREAS MAP, THE SITE IS WITHIN THE 10–YEAR TIME OF TRAVEL FOR 16TH AND Q. 4. PER FEMA FLOOD MAP 41039C 1161 F SITE LOCATED IN FLOOD ZONE X U Lu O > }-- U W ® W 0 LEGEND (E)USTING) Q Z Q R _21 EXISTING CURB ELECTRIC POLE �. 7L —E)SD STORM DRAIN LINE 00 U CLEAN OUTZ (E)SS WASTEWATER LINE UJ W (� (E)— (E)W WATER LINE l GRAVEL DRIVE �■ 1 ---OHW-- ---- OVERHEAD WIRES DECIDUOUS TREE (E)G.....---.....—....;EjG GAS UNE revisions: FENCE F, �'.. EVERGREEN TREE SIDEWALK — — -- — — — — — EXISTING POE TREE TO BE REMOVED CONTOUR LINE "NO PARKING" SIGN �-��- OCfJp15F_WP2 date: August 9, 2018 drawn by: ARS designer: RC project no: 17-472 EXISTING CONDITIONS sheet: I of 3 LEGEND (EXISTING) EXISTING CURB m E SD�� STORM DRAIN LINE (E)SS WASTEWATER UNE (E)W (E)W— WATER LINE --.---OHW- OVERHEAD WIRES (E)G (E)G GAS UNE FENCE SIDEWALK --------- EXISTING PUE ._,h _...___�..._....... CONTOUR LINE "NO PARKING" SIGN ELECTRIC POLE O CLEAN OUT w GRAVEL DRIVE DECIDUOUS TREE EVERGREEN TREE 1101312=5u� CONCRETE --------- EASEMENT LINE SS PRIVATE WASTEWATER LINE FG: 465.34 I EDGE OF AC PAVING FINISHED GRADE ELEVATION "NO PARKING" SIGN NEW STREET TREE SD SD JpyI I911L N:l GV i G DIdi ILII Lily II Itvilly, IIIL. NOTES: PRIVATE STORM DRAIN PIPE PERFORATED STORM DRAIN PIPE VEGETATED RAIN GARDEN SOAKAGE TRENCH DRAINAGE FLOW DIRECTION DITCH INLET CATCH BASIN OR EQUIVAL GRADE BREAK 1. COORDINATION WITH SUB ELECTRIC WILL OCCUR TO ENSURE SERVICE IS MAINTAINED FOR EXISTING RESIDENCES AND TO ENSURE NEW SERVICE IS PROVIDED TO PARCELS 2 AND J. 2. CUT/FILL WILL BE DETERMINED AT TIME OF CONSTRUCTION PERMIT. AMOUNT OF CUT/FILL EXPECTED TO BE MINIMAL AS DRIVEWAYS WILL MATCH EXISTING GRADES. T N Original b . i f�v Cqq 811�1�-nop�5t -ty?2 lwtovc) Pa✓litm lie k�rs}er� 2o-�3 GRAPHIC SCALE 10 0 5 10 20 ( IN FEEL' ) NOT FOR CONSTRUCTION HAIN E E RING.- Since 19n civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Albany OR REGISTERED PROFESSIONAL LAND SURVEYOR Digitally signed y Daniel A. Nelson OREGON MAY 12, 2011 DANIEL ADAM NELSON 84832PLS EXPIRES: December 31. 2018 project title: revisions: date: August 9, 2018 drawn by: ARS designer: RC project no: 17-472 TENTATIVE PARTITION PLAN sheet: 2 of 3 0 kA 0 LIJ U 0 Lq FM TUJ rfoo ceLU 0 Fm r LU z 1-- 00 L—L U UJ LLJ cr-O 1111111111111110 ee J • revisions: date: August 9, 2018 drawn by: ARS designer: RC project no: 17-472 TENTATIVE PARTITION PLAN sheet: 2 of 3 WITHIN OUTSIDE PAVED AREA PAVED AREA STORMWATER PIPINGPAVING SYSTEM AT 1% MINIMUM STRUCTURE SLOPE. SOAKAGE TRENCH INTERCEPT 5-t BASIN (SEE SECTION) A FILTER FABRIC LINER COMPACTED JROCK_ "-O & COVER ON ALL CRUSHED --SIDES, BOTTOM & TOPJl 6" PERFORATED PVC PIPE WITH PERFORATIONS FACING DOWN. CAP ENDS OF (TYPICAL) SOAKAGE TRENCH Pli" VIEW SCALE. N.T.S. INSPECTION NOTE: CONTACT ENGINEER PRIOR TO ROCK INSTALLATION FOR INSPECTION AND APPROVAL TO ENSURE ACCEPTABLE NATIVE BASE MATERIAL. SCARIFY BASE PRIOR TO ROCK INSTALLATION. TRAP NOTES: 1. PRIVATE SILT/DEBRIS TRAP W1 MIN. 18 SUMP 2. MIN 18" DIA. PIPE OR PREFAB BOX WITH GRADE OR LID. a CLEAN TRAP ANNUALLY AT ONSET OF THE WET SEASON. FROM ROOF, AND FOOTING DRAINS SOAKAGE TRENCH INTERCEPT BASIN (SEE TRAP NOTES) 10' MIN. BUILDING SETBACK TO SOAKAGE TRENCH SOAKAGE TRENCH SECTION SCALE. N.T.S. 6' THICK 3,000 PSI FTE LD 3450 PSI STRENGTH.) 1 6.0 SACK X DRIVEWAY COMPACTE tSOLATION o,.;,—\ CRUSHED 1 NOTES NO MYE-MM FXV0 (FW hWWS PM POO, CAM BASK MO. J -B= M) %11 BE KWU MM TK AM ARFA TM SLUM MWM M BE USM FM ME FAAY WWS W MM ONLY IOU To W&U0AL UMMY &M DMI (S) FOR om omop" TIM TMT WORT SPAL BE HE KM 12 FEET (MM) AND 24 FM (RUJIM) ALL SMACM M HAVE A 81014 FHSK RM TO STAMW MW 3-7 FOR CM Qff DEMU CONCRETE IN ffrAN " %ErMX BDW AIM0 SKI. BE e DICK W ON 2- OF 314' UM MUS RDCK W RDFORCEMN IS REOURID A MRCM (SM) MIT WU BE XM W THE COM OF X WM *0 X Mm mpt ucEms 20 IT, WMA A= NII'S, M MMMK MOMS Witt BE = M MD MM (3450 PSI I* STRENGTH) &0 SACK 0 WHCRBE DIM & =WK WlWrS SHALL BE = P9 MD MM (4025 IS UB MM" 6,3 SACK MU DIMIEK SIDEWALK ACCESS RAMP NOTES THIS DRIVEWAY APPROACH SNOT BE USED AS A SIWWAIX ACCESS RAMP. REFER TO STAW46—DRAWN3-20 wr CrrriGFOD RESIDENTIAL DRI'VEWAY APRON RN IT CURBSIDE SIDEWALK (STANDARD) D AWFG D&T. OF PVB11C 3-19 TYPICAL DRIVEWAY APRON SCALE. N.T.S. J" MIN. BEDDING PIPE SIZE AND TYPE PER PLANS UNDISTURBED SUBGRAOE 6" MIN. UNDISTURBED SOIL COMPACTED NATIVE BACKFILL 6- MIN. PROVIDE TRACER WIRE AS REQUIRED PER LOCAL CODE NOTE. AT CONTRACTOR'S OPTION, MULTIPLE UTILITIES MAY BE LOCATED IN THE SAME TRENCH. CONTRACTOR SHALL VERIFY AND COMPLY WITH LOCAL AND STATE CODES ON UTILITY SEPARATION REQUIREMENTS. SEPARATION BETWEEN ELECTRIC AND OTHER JOINT UTILITIES SHALL BE 12" OR GREATER. SEPARATION BETWEEN WATER AND OTHER UTILITIES SHALL BE 12" MINIMUM. GAS AND WATER SEPARATION SHALL BE 36" MINIMUM. ( TYPICAL TRENCHING DSCALE, N.T.S. LEAF SCREEN 1/8" MESH OR 90 DEGREE 6" OUTLET PIPE DIAMETER TURNDOWN TO MATCH INLET PIPE DIAMETER 6" MIN TOPSOIL COVER (MAY COVER 24- FOR PVC COVER SLOPE PIPING 118:12 (MIN) GARDENING PURPOSES) INLET & OUTLET PIPING TO PVC PIPING FROM BE ON PIPE SLOPE GRADE ROOF DRAINS BED 20' WIDE PIPING IN 314" MINUS CRUSHED ROCK, PEA ROCK, OR CLEAN SAND , DJ90 1 0 1, BACKFILL WITH STONEY MATERIAL TO PREVENT DISPLACEMENT OF BASIN SEDIMENT AREA SOAKAGE TRENCH INTERCEPT BASIN CLEAN ANNUALLY AT ONSET OF THE WET SEASON. 6" PERFORATED PVC PIPE 3" ASPHALT co DEPRESS %Mik% PT 442 1LB/1OOO PRO TIME 442 BES SWALE MIX SEED PRV�11M wa tvm-� 'tNROA� PROM 13R\`PE\1Ik1( lz!EKQkklo VRO4MVtk OE PROPERi`C UNE 1 NOTES NO MYE-MM FXV0 (FW hWWS PM POO, CAM BASK MO. J -B= M) %11 BE KWU MM TK AM ARFA TM SLUM MWM M BE USM FM ME FAAY WWS W MM ONLY IOU To W&U0AL UMMY &M DMI (S) FOR om omop" TIM TMT WORT SPAL BE HE KM 12 FEET (MM) AND 24 FM (RUJIM) ALL SMACM M HAVE A 81014 FHSK RM TO STAMW MW 3-7 FOR CM Qff DEMU CONCRETE IN ffrAN " %ErMX BDW AIM0 SKI. BE e DICK W ON 2- OF 314' UM MUS RDCK W RDFORCEMN IS REOURID A MRCM (SM) MIT WU BE XM W THE COM OF X WM *0 X Mm mpt ucEms 20 IT, WMA A= NII'S, M MMMK MOMS Witt BE = M MD MM (3450 PSI I* STRENGTH) &0 SACK 0 WHCRBE DIM & =WK WlWrS SHALL BE = P9 MD MM (4025 IS UB MM" 6,3 SACK MU DIMIEK SIDEWALK ACCESS RAMP NOTES THIS DRIVEWAY APPROACH SNOT BE USED AS A SIWWAIX ACCESS RAMP. REFER TO STAW46—DRAWN3-20 wr CrrriGFOD RESIDENTIAL DRI'VEWAY APRON RN IT CURBSIDE SIDEWALK (STANDARD) D AWFG D&T. OF PVB11C 3-19 TYPICAL DRIVEWAY APRON SCALE. N.T.S. J" MIN. BEDDING PIPE SIZE AND TYPE PER PLANS UNDISTURBED SUBGRAOE 6" MIN. UNDISTURBED SOIL COMPACTED NATIVE BACKFILL 6- MIN. PROVIDE TRACER WIRE AS REQUIRED PER LOCAL CODE NOTE. AT CONTRACTOR'S OPTION, MULTIPLE UTILITIES MAY BE LOCATED IN THE SAME TRENCH. CONTRACTOR SHALL VERIFY AND COMPLY WITH LOCAL AND STATE CODES ON UTILITY SEPARATION REQUIREMENTS. SEPARATION BETWEEN ELECTRIC AND OTHER JOINT UTILITIES SHALL BE 12" OR GREATER. SEPARATION BETWEEN WATER AND OTHER UTILITIES SHALL BE 12" MINIMUM. GAS AND WATER SEPARATION SHALL BE 36" MINIMUM. ( TYPICAL TRENCHING DSCALE, N.T.S. LEAF SCREEN 1/8" MESH OR 90 DEGREE 6" OUTLET PIPE DIAMETER TURNDOWN TO MATCH INLET PIPE DIAMETER 6" MIN TOPSOIL COVER (MAY COVER 24- FOR PVC COVER SLOPE PIPING 118:12 (MIN) GARDENING PURPOSES) INLET & OUTLET PIPING TO PVC PIPING FROM BE ON PIPE SLOPE GRADE ROOF DRAINS BED 20' WIDE PIPING IN 314" MINUS CRUSHED ROCK, PEA ROCK, OR CLEAN SAND , DJ90 1 0 1, BACKFILL WITH STONEY MATERIAL TO PREVENT DISPLACEMENT OF BASIN SEDIMENT AREA SOAKAGE TRENCH INTERCEPT BASIN CLEAN ANNUALLY AT ONSET OF THE WET SEASON. 6" PERFORATED PVC PIPE 3" ASPHALT co ENGINEER TO SPECIFY NOTES: BOX FABRICATED FROM 10 GA. MATERIAL STATE APPROVED ASPHALT DIPPED 24" SQUARE WITH 12"0 OUTLET STORM WATER CATCH BASIN WITH DITCH INLET DWG # Gibson Steel Basim PROJ. MAN. oouc P. I DWN. P:A:UI. �GSC�IEE NONE D112 sme. I MODEL: DATE. MAY 17, 06 G01 -42 -HB -12 247 Washington St. Eugene, Or. 97401 ph:(541) 687 - 8672 fox:344-0207 TYPICAL GIBSON DITCH INLET SCALE. N.T.S. TOP ELEV=465.34 ELEV.=463.34 7" THICK CONCRETE PAVEMENT 3500 PSI FIELD STRENGTH AS SPECIFIED ---------- (314--0) AGGREGATE NO PARKING SIGN SCALE.- N.T.S. TYPICAL VALLEY GUTTER SCALE: N.T.S. 7# INSTALL PT 442 BES GRASSY SWALE NATIVE MIX AT 1LB11000 SF GIBSON OVERFLOW RIM=465.14 CATCH i3AS�IN� I 2' BOTTOM ELEV.=464.34 GEOTEXTILE FILTER FABRIC 6" OF J"m-O COMPACTED CRSUHED ROCK 6" SOLID OVERFLOW STORM DRAIN PIPE. INVERT FLOWLINE = 463.63. NATIVE SOILS ASPHALT CONCRETE 4" @ 12" OC EW OR 6x6 NO. 9 WIRE MESH (ASTM A-185) ASPHALT SLOPED TO DR41N TO STORMWATER FACILITY. 12" GROWING MEDIUM IMPORTED LOAM OR MENDED NATIVE SOILS GROUNDCOVERS 1007 GRASSES PT 442 1LB/1OOO PRO TIME 442 BES SWALE MIX SEED SF FT GRASSY SWALE MIX • • -.-FILTER FABRIC • SOAKAGE TRENCH 2 112"- 314 WASHED OPEN -GRADED DRAIN ROCK UNDISTURBED BOTTOM = 460.34 NATIVE SOIL ENGINEER TO SPECIFY NOTES: BOX FABRICATED FROM 10 GA. MATERIAL STATE APPROVED ASPHALT DIPPED 24" SQUARE WITH 12"0 OUTLET STORM WATER CATCH BASIN WITH DITCH INLET DWG # Gibson Steel Basim PROJ. MAN. oouc P. I DWN. P:A:UI. �GSC�IEE NONE D112 sme. I MODEL: DATE. MAY 17, 06 G01 -42 -HB -12 247 Washington St. Eugene, Or. 97401 ph:(541) 687 - 8672 fox:344-0207 TYPICAL GIBSON DITCH INLET SCALE. N.T.S. TOP ELEV=465.34 ELEV.=463.34 7" THICK CONCRETE PAVEMENT 3500 PSI FIELD STRENGTH AS SPECIFIED ---------- (314--0) AGGREGATE NO PARKING SIGN SCALE.- N.T.S. TYPICAL VALLEY GUTTER SCALE: N.T.S. 7# INSTALL PT 442 BES GRASSY SWALE NATIVE MIX AT 1LB11000 SF GIBSON OVERFLOW RIM=465.14 CATCH i3AS�IN� I 2' BOTTOM ELEV.=464.34 GEOTEXTILE FILTER FABRIC 6" OF J"m-O COMPACTED CRSUHED ROCK 6" SOLID OVERFLOW STORM DRAIN PIPE. INVERT FLOWLINE = 463.63. NATIVE SOILS ASPHALT CONCRETE 4" @ 12" OC EW OR 6x6 NO. 9 WIRE MESH (ASTM A-185) ASPHALT SLOPED TO DR41N TO STORMWATER FACILITY. 12" GROWING MEDIUM IMPORTED LOAM OR MENDED NATIVE SOILS GROUNDCOVERS 1007 GRASSES RAINGARDEN SECTION SCALE.- N.T.S. RISER 0. D. CAST IRON FRAME AND COVER---\ptUS 112- MIN. FINISHED GRADE ADJUST TOP TO MATCH FINISHED GRADE 2 MIN. IF PROVIDE 114- CLEARANCE BETWEEN CONCRETE PAD J4 HOOP CENTERED IN COMMERCIAL AND RISER PIPE. 2" ------ GRADE CONCRETE PAD (WITHIN MIN. 411 TRAFFIC AREAS ONLY) MECHANICAL PLUG MIN. COMPAC7 CRUSHEL TYPICAL CLEANOUT SCALE. N.T.S. 2X 8" THICK 1"-0 COMPACTED CRUSHED ROCK DRIVEWAY SECTION SCALE.- N.T.S. RAINGARDEN 20' PAVING OTE. CASTING SHALL MEET HS20 LOAD REQUIREMENTS. PROVIDE RISER SIZE AND MATERIAL TO MATCH CARRIER PIPE (4" MAX SIZE) ALL CONCRETE SHALL BE COMMERCIAL GRADE CONCRETE. PROVIDE TRACER WIRE AS REQUIRED BY LOCAL CODE. BEDDING (SEE TYPICAL TRENCH DETAIL) UNDISTURBED SUBGRADE 2' WIDE VALLEY GUTTER 2% J" LEVEL 2, 112- DENSE GRADED HMAC COMPACTED CRUSHED ROCK 11 DRIVEWAY SECTION SCALE. N.T.S. 2, 112" DENSE GRADED HMAC ran� ENGINEERIN G 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. Branch Eng I neeri ng.com Springfield OR I Albany OR FIR N 1</ #b2.80PE Digi a y signed byamie rt n i e Da".1 8.08011 4 09544 2* - 6 �44 ��'E G ON 13, / /6N \\�6 /6) EXPIRES: JUNE 30, 2019 project title: PT 442 1LB/1OOO PRO TIME 442 BES SWALE MIX SEED SF FT GRASSY SWALE MIX RAINGARDEN SECTION SCALE.- N.T.S. RISER 0. D. CAST IRON FRAME AND COVER---\ptUS 112- MIN. FINISHED GRADE ADJUST TOP TO MATCH FINISHED GRADE 2 MIN. IF PROVIDE 114- CLEARANCE BETWEEN CONCRETE PAD J4 HOOP CENTERED IN COMMERCIAL AND RISER PIPE. 2" ------ GRADE CONCRETE PAD (WITHIN MIN. 411 TRAFFIC AREAS ONLY) MECHANICAL PLUG MIN. COMPAC7 CRUSHEL TYPICAL CLEANOUT SCALE. N.T.S. 2X 8" THICK 1"-0 COMPACTED CRUSHED ROCK DRIVEWAY SECTION SCALE.- N.T.S. RAINGARDEN 20' PAVING OTE. CASTING SHALL MEET HS20 LOAD REQUIREMENTS. PROVIDE RISER SIZE AND MATERIAL TO MATCH CARRIER PIPE (4" MAX SIZE) ALL CONCRETE SHALL BE COMMERCIAL GRADE CONCRETE. PROVIDE TRACER WIRE AS REQUIRED BY LOCAL CODE. BEDDING (SEE TYPICAL TRENCH DETAIL) UNDISTURBED SUBGRADE 2' WIDE VALLEY GUTTER 2% J" LEVEL 2, 112- DENSE GRADED HMAC COMPACTED CRUSHED ROCK 11 DRIVEWAY SECTION SCALE. N.T.S. 2, 112" DENSE GRADED HMAC ran� ENGINEERIN G 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. Branch Eng I neeri ng.com Springfield OR I Albany OR FIR N 1</ #b2.80PE Digi a y signed byamie rt n i e Da".1 8.08011 4 09544 2* - 6 �44 ��'E G ON 13, / /6N \\�6 /6) EXPIRES: JUNE 30, 2019 project title: revisions: date: August 9, 2018 drawn by: ARS designer: RIC project no: 17-472 DETAIL SHEET NOT FOR CONSTRUCTION sheet: • • • • revisions: date: August 9, 2018 drawn by: ARS designer: RIC project no: 17-472 DETAIL SHEET NOT FOR CONSTRUCTION sheet: