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Home My WebLink AboutPlan, Tentative APPLICANT 4/11/2023�0L h0\ EX WW MHEXISTING DOUBLE RIM=458.32 FL -8=448.521 ARROW SIGN _ 8" WW— —8.. WW - Aw— —OHP- - - —mss•• W— 6.. W EX. ST MH 3 -RIM=458.67_ �_ o FL S=455.27 -OUT I h FL N=455.47 3 I FL E=455.32 I =I 0 FL W=455.43 G- OHP -1r EXISTING STOP I 0�1 I 'N TFC=457.59_ UNABLE TO OPEN COVER II II�I�i' 60 RIN III �I VIII o EX. 20.3' o AC PAVING W -WW -IFI IIII En �I III a^ 3 v IIo P o _w I " I II EX. ST MH I RIM=458.11 FL N•454.36 FL W=454.26 -OUT _ 10 " EX. CI TFC=457.76 III I o I 00 III I I �9 SII I II I II II I TAX MAP 17-03-25-24 TAX LOT 2300 copyright 0 2012 Branch Engineering, Inc. 1975 16TH T SPERINGFIELD, OREGON 01 k — 'N B" Will, — — — _ nNa — — — — — — FIRE HYDRANT 'S' STREET 1 .. II GAS LINE TO BE REMOVED x to u F WOOD / I � FENCE 1 "14= 22 {{� 9 6' WOOD FENCE WATT WITH 8' ARM 100.00 Oti k 4� -OHP - � �S v a WV OVERHEAD LINES TO BE RELOCATED UNDERGROUND 6' WOOD FENCE GRAPHIC SCALE 20 0 10 20 40 I IN FEET ) LEGEND SHEET INDEX PROPERTY LINE RIGHT-OF-WAY LINE — - CENTERLINE ----- DITCH FENCE EDGE OF ASPHALT PAVING CURB —475— CONTOUR LINE - -WW- - WASTEWATER SEWER LINE - -ST- - STORM SEWER LINE - -W- - WATER LINE - -OHP- - OVERHEAD POWER TEL TELEPHONE LINE -- G -- GAS LINE O MANHOLE �p CURB INLET STREET LIGHT POWER POLE �- SIGN PER PLAN WATER VALVE FIRE HYDRANT pp WATER METER a GAS METER All MAIL BOX DECIDUOUS TREE EVERGREEN TREE ' CONCRETE GRAVEL BUILDING HEDGE anch ENGINEERING= Since 1977 civil • transportation OTTO ST N structural • geotechnical N SURVEYING 310 5th Street OR Springfield, OR 97477 p: 541.746.0637 y www.BranchEngineering.com T sr rn q 169 g162PE� DIGITALLY SIGNED OREGONe O4ar NFF C\ EXPIRES: DECEMBER 30, 2023 SCALE, 1" = 1000' project title: REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED SHEET I SITE ASSESSMENT OF EXISTING CONDITIONS OREGON NOVEMBER 30. 2007 SHEET 2 TENTATIVE LAND DIVISION PLAN RENEE CLOUGH 69162LS EXPIRES, December 30. 2023 SITE DATA FLOOD PLAIN BASED ON FLOOD INSURANCE RATE MAP NO. 41039CII34 F. THIS PROPERTY IS OUTSIDE THE 100 YEAR FLOOD PLAIN. SOIL TYPES ACCORDING TO THE NATURAL RESOURCES CONSERVATION SERVICE THE EXISTING SOIL ON THIS SITE IS (76) MALABON-URBAN LAND COMPLEX. THIS SOIL HAS A HIGH WATER TABLE DEPTH OF >6'. WELLHEAD PROTECTION THE WELLHEAD PROTECTION AREAS MAP ILLUSTRATES THAT THIS PROPERTY IS IN THE 1 YR TIME OF TRAVEL ZONE TO 16TH 8 Q WATERCOURSES THE WATER QUALITY LIMITED WATERCOURSE MAP SHOWS THIS PROPERTY TO BE OUTSIDE OF ALL RIPARIAN CORRIDORS. SURVEY DATA THE SURVEY DATA SHOWN HEREIN IS BASED ON FIELD SURVEY WORK PERFORMED IN FEBRUARY AND MARCH, 2008, AND VISUALLY VERIFIED IN AUGUST 2021. UJ J GREENVALE ff W RDC project no: 21-466 O O HAYDEN BRA RD 00 WOODLAHE V ST V 8T � W 0 0 V ST w q o� ti q O �2 � O O o $ U 87 F Q CL 4 o' LAWNROGE AVE Q > L(1 T 8T QQfVU T5 NORTHRIDGE AVE e J 8 PL ~ TY, O z — T ST ST �r T S I T E � S ST �N�, T S ST F S ST < m m m ST R o m m e R ST a Y h 0 8T 0 ST i X26 LEGEND e FIRE HYDRANT Z BUS STOP LEGEND SHEET INDEX PROPERTY LINE RIGHT-OF-WAY LINE — - CENTERLINE ----- DITCH FENCE EDGE OF ASPHALT PAVING CURB —475— CONTOUR LINE - -WW- - WASTEWATER SEWER LINE - -ST- - STORM SEWER LINE - -W- - WATER LINE - -OHP- - OVERHEAD POWER TEL TELEPHONE LINE -- G -- GAS LINE O MANHOLE �p CURB INLET STREET LIGHT POWER POLE �- SIGN PER PLAN WATER VALVE FIRE HYDRANT pp WATER METER a GAS METER All MAIL BOX DECIDUOUS TREE EVERGREEN TREE ' CONCRETE GRAVEL BUILDING HEDGE anch ENGINEERING= Since 1977 civil • transportation OTTO ST N structural • geotechnical N SURVEYING 310 5th Street OR Springfield, OR 97477 p: 541.746.0637 y www.BranchEngineering.com T sr rn q 169 g162PE� DIGITALLY SIGNED OREGONe O4ar NFF C\ EXPIRES: DECEMBER 30, 2023 SCALE, 1" = 1000' project title: REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED SHEET I SITE ASSESSMENT OF EXISTING CONDITIONS OREGON NOVEMBER 30. 2007 SHEET 2 TENTATIVE LAND DIVISION PLAN RENEE CLOUGH 69162LS EXPIRES, December 30. 2023 SITE DATA FLOOD PLAIN BASED ON FLOOD INSURANCE RATE MAP NO. 41039CII34 F. THIS PROPERTY IS OUTSIDE THE 100 YEAR FLOOD PLAIN. SOIL TYPES ACCORDING TO THE NATURAL RESOURCES CONSERVATION SERVICE THE EXISTING SOIL ON THIS SITE IS (76) MALABON-URBAN LAND COMPLEX. THIS SOIL HAS A HIGH WATER TABLE DEPTH OF >6'. WELLHEAD PROTECTION THE WELLHEAD PROTECTION AREAS MAP ILLUSTRATES THAT THIS PROPERTY IS IN THE 1 YR TIME OF TRAVEL ZONE TO 16TH 8 Q WATERCOURSES THE WATER QUALITY LIMITED WATERCOURSE MAP SHOWS THIS PROPERTY TO BE OUTSIDE OF ALL RIPARIAN CORRIDORS. SURVEY DATA THE SURVEY DATA SHOWN HEREIN IS BASED ON FIELD SURVEY WORK PERFORMED IN FEBRUARY AND MARCH, 2008, AND VISUALLY VERIFIED IN AUGUST 2021. UJ APRIL 4, 2023 drawn by: AWMS W RDC project no: 21-466 O O 00 IEEE. � W 0 0 F - OW �2 O O V 1 Q CL 4 LL1J (y W > L(1 ' QQfVU W ~ TY, O z — Z � � Z �N�, r revisions date: APRIL 4, 2023 drawn by: AWMS designer. RDC project no: 21-466 EXISTING CONDITIONS sheet. L 0�ry h�1 EX WW RIM=458.32H EXISTING DOUBLE p,01 FL -S=448.52 ARROW SIGN .�. _ 6.. WW— _ —8 N —OHP— — -c6,• W_ W_ — EX. ST MH - _RIM=458.67 FL S=455.27 -OUT I FL N=455.47 FL E=455.32 O I FL W=455.43 (fes c OHP - PROPOSED 9 29'x9.29 FILLET R7W DEDICATION `� EXISTING STOP SIGN AND PROPOSED PROPOSED NO PARKING I I SIGN I II 50' R/W �I EX. 20.3' TFC=457.59 AC PAVING UNABLE TO OPEN COVER r -WW - II\ 0 -WW' - I ^ I I PROF EX. ST MH RIM=45B.11 FL N•454.36 1I W=454.26 -OUT tFLI 1GEX CI TFC=45776 I ^II I 90o III I I III I II I II I TAX MAP 17-03-25-24 TAX LOT 2300 �>. T------------_----- PROP. TEMP. 5' PROP. 7' -I F�-PUB. OVERHEAD P.U.E. - a I I �RENCH+" WIRE EASEMENT OAKAGE l N I Z II 1 6' WOOD PARCEL 1 FENCE L- -14.567 OF IV III II I ss' L II I h - CS 5 I-.-- 43' WPI W ,EXISTING BUILDING PARCEL 2 d^. R 18'(typ.) TO REMAIN. - 6.610 SF � -`p ----- EIGHT = 22') -C - - - - -OHP f —6 CD �S a WV Q PROPOSED NO PARKING SIGN G �I..—_.—OHP— OHP— \ PARKING AREA TO BE PAVED DURING HOME CONSTRUCTION PARCEL 3 71T. 6.550 SF SOAKAGE I I. I TRENCH"�-� ILBOX, I PROP. 7' P.U.E. �- 1 L - -- b N89134130.W 100.00 0'-100 WATTTWWITHITH 8' ARM *TO BE UPGRADED WILED II PRIOR TO FINAL PLAT - APPLICATION 0P l l 6' WOOD FENCE **FINAL LOCATION OF SOAKAGE TRENCH TO BE DETERMINED AT THE TIME OF HOME CONSTRUCTION N GRAPHIC SCALE 20 0 IG 20 40 IN FEET 1 R ROADSIDE IMPROVEMENT DETAIL IF SECTION VIEW A—A LEGEND PROPERTY LINE ------ EASEMENT LINE — - - — RIGHT-OF-WAY LINE - CENTERLINE BUILDING ENVELOPE - --- DITCH -- • K- FENCE EDGE OF ASPHALT PAVING CURB —475 CONTOUR LINE --WW-- WASTEWATER SEWER LINE - -ST- - STORM SEWER LINE - -W WATER LINE - -OHP- - OVERHEAD POWER PROPOSED EDGE OF ASPHALT PAVING —WW— PROPOSED WASTEWATER SEWER LINE —RD— PROPOSED ROOF DRAIN (ASTM D-3034) —W— PROPOSED WATER LINE -----UGW----- PROPOSED UNDERGROUND WIRES []E ELECTRIC BOX O MANHOLE E0 CURB INLET STREET LIGHT POWER POLE �- STOP SIGN rb WATER VALVE 'Q+ FIRE HYDRANT O WATER METER O GAS METER MAIL Box DECIDUOUS TREE EVERGREEN TREE CONCRETE GRAVEL BUILDING VISION CLEARANCE HEDGE PROPOSED TREE '. PROPOSED CONCRETE — — — PROPOSED CURB UTILITIES ALL NEW UTILITIES WILL BE PLACED UNDERGROUND. THE EXISTING OVERHEAD TELEPHONE AND POWER CONNECTIONS WILL BE RELOCATED UNDERGROUND AS SHOWN. STREET LIGHTS NO NEW STREET LIGHTS ARE PROPOSED. STREET TREES STREET TREES WILL BE PLACED IN ACCORDANCE TO SDC SEC. 4.2-140. DUE TO LOCATIONS OF EXISTING ACCESS CONNECTIONS, EXISTING UTILITIES, INTERSECTION VISION CLEARANCE AND MINIMUM SEPARATION OF 20 FEET BETWEEN STREET TREES. ONLY 8 TREES OF THE 10 REQUIRED BY CODE CAN BE PLANTED. THE FOLLOWING IS A BREAKDOWN OF THE NUMBER OF STREET TREES FOR EACH PARCEL: PARCEL 1: 4 TREES PARCEL 2: 2 TREES PARCEL 3: 2 TREES IT SHOULD BE NOTED THAT AN UNDERGROUND GAS LINE AND A ROADSIDE DITCH EXISTS ALONG THE NORTHERLY BOUNDARY AND AN UNDERGROUND GAS AND WATER UNE EXISTS ALONG THE WESTERLY BOUNDARY THAT MAY PREVENT STREET TREES FROM BEING PLANTED. CUT AND FILL NO CUT AND FILL IS PROPOSED. DRAINAGE ROOF DRAINS TO DISCHARGE TO STREET THROUGH WEEP HOLES IN EXISTING CURB OR TO THE ROADSIDE DITCH. THE PROPOSED ROOF DRAINS SHOWN HEREON ARE CONCEPTUAL ONLY AND WILL BE INSTALLED AT THE TIME OF BUILDING CONSTRUCTION. WASTEWATER SEWER EXISTING WASTEWATER SEWER LATERALS ARE SHOWN PER CITY OF SPRINGFIELD MAPPING AND AND WERE NOT FIELD VERIFIED. NO CONNECTION CARD WAS FOUND FOR THE EXISTING HOUSE BUT IT IS ASSUMED TO HAVE BEEN CONNECTED EITHER AT THE TIME OF CONSTRUCTION OR WHEN THE SEWERS WERE INSTALLED. C anch ENGINEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com 6 162P�E 469 � DIGITALLY SIGNED OREGON 9"&4 Ry F'yFE C\,� EXPIRES: DECEMBER 30, 2023 project title: REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30. 2007 RENEE CLOUGH 69162LS EXPIRES, December 30. 2023 UJ APRIL 4, 2023 -- AWNS I— �-- FIRE HYDRANT RDC project no: A� O �6" W- — RIVEWAY 30' MINIMUM 'S' STREET FROM CURB RETURN PROPOSED 5' o 1 R/W DEDICATION u) � �/I�IIIIIIII�/ W o_ o cxo'sd'zri.F 71 - �>. T------------_----- PROP. TEMP. 5' PROP. 7' -I F�-PUB. OVERHEAD P.U.E. - a I I �RENCH+" WIRE EASEMENT OAKAGE l N I Z II 1 6' WOOD PARCEL 1 FENCE L- -14.567 OF IV III II I ss' L II I h - CS 5 I-.-- 43' WPI W ,EXISTING BUILDING PARCEL 2 d^. R 18'(typ.) TO REMAIN. - 6.610 SF � -`p ----- EIGHT = 22') -C - - - - -OHP f —6 CD �S a WV Q PROPOSED NO PARKING SIGN G �I..—_.—OHP— OHP— \ PARKING AREA TO BE PAVED DURING HOME CONSTRUCTION PARCEL 3 71T. 6.550 SF SOAKAGE I I. I TRENCH"�-� ILBOX, I PROP. 7' P.U.E. �- 1 L - -- b N89134130.W 100.00 0'-100 WATTTWWITHITH 8' ARM *TO BE UPGRADED WILED II PRIOR TO FINAL PLAT - APPLICATION 0P l l 6' WOOD FENCE **FINAL LOCATION OF SOAKAGE TRENCH TO BE DETERMINED AT THE TIME OF HOME CONSTRUCTION N GRAPHIC SCALE 20 0 IG 20 40 IN FEET 1 R ROADSIDE IMPROVEMENT DETAIL IF SECTION VIEW A—A LEGEND PROPERTY LINE ------ EASEMENT LINE — - - — RIGHT-OF-WAY LINE - CENTERLINE BUILDING ENVELOPE - --- DITCH -- • K- FENCE EDGE OF ASPHALT PAVING CURB —475 CONTOUR LINE --WW-- WASTEWATER SEWER LINE - -ST- - STORM SEWER LINE - -W WATER LINE - -OHP- - OVERHEAD POWER PROPOSED EDGE OF ASPHALT PAVING —WW— PROPOSED WASTEWATER SEWER LINE —RD— PROPOSED ROOF DRAIN (ASTM D-3034) —W— PROPOSED WATER LINE -----UGW----- PROPOSED UNDERGROUND WIRES []E ELECTRIC BOX O MANHOLE E0 CURB INLET STREET LIGHT POWER POLE �- STOP SIGN rb WATER VALVE 'Q+ FIRE HYDRANT O WATER METER O GAS METER MAIL Box DECIDUOUS TREE EVERGREEN TREE CONCRETE GRAVEL BUILDING VISION CLEARANCE HEDGE PROPOSED TREE '. PROPOSED CONCRETE — — — PROPOSED CURB UTILITIES ALL NEW UTILITIES WILL BE PLACED UNDERGROUND. THE EXISTING OVERHEAD TELEPHONE AND POWER CONNECTIONS WILL BE RELOCATED UNDERGROUND AS SHOWN. STREET LIGHTS NO NEW STREET LIGHTS ARE PROPOSED. STREET TREES STREET TREES WILL BE PLACED IN ACCORDANCE TO SDC SEC. 4.2-140. DUE TO LOCATIONS OF EXISTING ACCESS CONNECTIONS, EXISTING UTILITIES, INTERSECTION VISION CLEARANCE AND MINIMUM SEPARATION OF 20 FEET BETWEEN STREET TREES. ONLY 8 TREES OF THE 10 REQUIRED BY CODE CAN BE PLANTED. THE FOLLOWING IS A BREAKDOWN OF THE NUMBER OF STREET TREES FOR EACH PARCEL: PARCEL 1: 4 TREES PARCEL 2: 2 TREES PARCEL 3: 2 TREES IT SHOULD BE NOTED THAT AN UNDERGROUND GAS LINE AND A ROADSIDE DITCH EXISTS ALONG THE NORTHERLY BOUNDARY AND AN UNDERGROUND GAS AND WATER UNE EXISTS ALONG THE WESTERLY BOUNDARY THAT MAY PREVENT STREET TREES FROM BEING PLANTED. CUT AND FILL NO CUT AND FILL IS PROPOSED. DRAINAGE ROOF DRAINS TO DISCHARGE TO STREET THROUGH WEEP HOLES IN EXISTING CURB OR TO THE ROADSIDE DITCH. THE PROPOSED ROOF DRAINS SHOWN HEREON ARE CONCEPTUAL ONLY AND WILL BE INSTALLED AT THE TIME OF BUILDING CONSTRUCTION. WASTEWATER SEWER EXISTING WASTEWATER SEWER LATERALS ARE SHOWN PER CITY OF SPRINGFIELD MAPPING AND AND WERE NOT FIELD VERIFIED. NO CONNECTION CARD WAS FOUND FOR THE EXISTING HOUSE BUT IT IS ASSUMED TO HAVE BEEN CONNECTED EITHER AT THE TIME OF CONSTRUCTION OR WHEN THE SEWERS WERE INSTALLED. C anch ENGINEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com 6 162P�E 469 � DIGITALLY SIGNED OREGON 9"&4 Ry F'yFE C\,� EXPIRES: DECEMBER 30, 2023 project title: REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30. 2007 RENEE CLOUGH 69162LS EXPIRES, December 30. 2023 UJ APRIL 4, 2023 drawn by: AWNS I.dII■ RDC project no: 21-466 O O00 � �/I�IIIIIIII�/ W o_ o SOW r2 O V 1 Q Q 4 1-0 W Q QfVU W ~?- rf)z WN Z r Ln date: APRIL 4, 2023 drawn by: AWNS designer: RDC project no: 21-466 TENTATIVE LAND DIVISION PLAN sheet. 2