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HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/25/20221975 16TH T SPERINGFIELD, OREGON EX WW MH RIM=458.32 n� FL -8=448.52 �. 8" WW— O —8_• WA' — _— _— _— _— _— _—B.. WVV— — — - - — — — — —OHP— — — — FIRE HYDRANT �9 EX ST MH 3 'S' STREET 4'59 _ _RIM=4.455. _ _ °i _ -LO LO j _ — _ — FL S•455.27 -OUT FL N-455.47 3 �h �d' FL E-455.32 ro O I "� e . _ .. , 5 FL W455.43 by OHP- 458 aS���X j Ilo 11 ` j I 60; R41W I II I!I e l gyp'` EX. 20.3' o EX. CI A PAVING TFC -45759 UNABLE TO OPEN COVER H_WW w II Ilk m v a w Cl v II o 4Gay, I I1 ZI I� I141 X00 4cay^� � EX. ST MH I . RIM=458.11 FL N•454.36 FL W=454.26 -OUT T� ckh�00 1 OST � EX CI "� 1 TFC=457.76 I" zI II I o I a:ll X90° III I ®a i •I I II I 11 IIS TAX MAP 17-03-25-24 TAX LOT 2300 ipyright 0 2012 Branch Engineering, Inc. #=O 4� -OHP f 01 %0 O 0 Of aS °¢ -- U) Q- 9 U e TI GUILDIN: TO REMAIN � X — 6' WOOD FENCE v xe X Amon Xv -^��N89'54'30'W 100 WATT WITH 8' ARM ev X v X '9 X 0 �c 4& X 100.00 6' WOOD / FENCE h� h — _O — OHP - GRAPHIC SCALE 20 0 10 20 40 I IN FEET ) i '26 IVINWtrr•0,►n� LEGEND PROPERTY LINE — — — — RIGHT-OF-WAY LINE — — CENTERLINE -- -- — DITCH • a' FENCE EDGE OF ASPHALT PAVING CURB —475— CONTOUR LINE ti Xda'c SPOT ELEVATION --WW-- WASTEWATER SEWER LINE — —ST— — STORM SEWER LINE — —W— — WATER LINE — —OHP— — OVERHEAD POWER O MANHOLE ❑0 CURB INLET STREET LIGHT POWER POLE �- STOP SIGN ><1 WATER VALVE 'Q+ FIRE HYDRANT O WATER METER M GAS METER ® MAIL BOX DECIDUOUS TREE EVERGREEN TREE ..° CONCRETE GRAVEL BUILDING HEDGE anch 'Jill i HAYDEN BFB RD I ENGINEERINSinceG VST VST °� T civil • transportation OTTO STN structural • geotechnical SURVEYING rO m q v 'VE 310 5th Street AWNBp8E LSpringfield, OR 97477 NORTHRIDGE AVE a RAMBLINGDR p: 541.746.0637 SI y www.BranchEngineering.com T ST 7 ST T E T ST I N q S ST 0 R sr y 6'�� RED PROIce e� R sr y GING• rtq 069162PE� 0 ST - DIGITALLY SIGNED OREGON LEGEND �. /� ' e FIRE HYDRANT " �NFE C���� M BUS STOP EXPIRES: DECEMBER 31, 2021 SCALE, 1" = 1000' project title: SHEET INDEX SHEET I SITE ASSESSMENT OF EXISTING CONDITIONS SHEET 2 TENTATIVE LAND DIVISION PLAN SITE DATA FLOOD PLAIN BASED ON FLOOD INSURANCE RATE MAP NO. 4103901134 F. THIS PROPERTY IS OUTSIDE THE 100 YEAR FLOOD PLAIN. W SOIL TYPES ACCORDING TO THE NATURAL RESOURCES O CONSERVATION SERVICE THE EXISTING SOIL ON THIS SITE IS (76) MALABON-URBAN LAND O COMPLEX. THIS SOIL HAS A HIGH WATER TABLE DEPTH OF >6'. 00 WELLHEAD PROTECTION THE WELLHEAD PROTECTION AREAS MAP ILLUSTRATES THAT THIS PROPERTY IS IN THE w/ 1 YR TIME OF TRAVEL ZONE TO 16TH 8 Q z z W O O WATERCOURSES T THE WATER QUALITY LIMITED WATERCOURSE i 0 W MAP SHOWS THIS PROPERTY TO BE OUTSIDE ► /\ 0 cf� OF ALL RIPARIAN CORRIDORS. V I (Y1 Q Q fV SURVEY DATA O� d 4 THE SURVEY DATA SHOWN HEREIN IS BASED W (V J ON FIELD SURVEY WORK PERFORMED IN > FEBRUARY AND MARCH, 2008, AND (V LLV VISUALLY VERIFIED IN AUGUST 2021. Q LU(y) z o - z � � Zr revisions: date: J GREENVALE ff designer: RDC project no: 21-466 WOOOLANE V ST 0 � U 87 m Q T 8T 8 PL S ST S ST x � m i '26 IVINWtrr•0,►n� LEGEND PROPERTY LINE — — — — RIGHT-OF-WAY LINE — — CENTERLINE -- -- — DITCH • a' FENCE EDGE OF ASPHALT PAVING CURB —475— CONTOUR LINE ti Xda'c SPOT ELEVATION --WW-- WASTEWATER SEWER LINE — —ST— — STORM SEWER LINE — —W— — WATER LINE — —OHP— — OVERHEAD POWER O MANHOLE ❑0 CURB INLET STREET LIGHT POWER POLE �- STOP SIGN ><1 WATER VALVE 'Q+ FIRE HYDRANT O WATER METER M GAS METER ® MAIL BOX DECIDUOUS TREE EVERGREEN TREE ..° CONCRETE GRAVEL BUILDING HEDGE anch 'Jill i HAYDEN BFB RD I ENGINEERINSinceG VST VST °� T civil • transportation OTTO STN structural • geotechnical SURVEYING rO m q v 'VE 310 5th Street AWNBp8E LSpringfield, OR 97477 NORTHRIDGE AVE a RAMBLINGDR p: 541.746.0637 SI y www.BranchEngineering.com T ST 7 ST T E T ST I N q S ST 0 R sr y 6'�� RED PROIce e� R sr y GING• rtq 069162PE� 0 ST - DIGITALLY SIGNED OREGON LEGEND �. /� ' e FIRE HYDRANT " �NFE C���� M BUS STOP EXPIRES: DECEMBER 31, 2021 SCALE, 1" = 1000' project title: SHEET INDEX SHEET I SITE ASSESSMENT OF EXISTING CONDITIONS SHEET 2 TENTATIVE LAND DIVISION PLAN SITE DATA FLOOD PLAIN BASED ON FLOOD INSURANCE RATE MAP NO. 4103901134 F. THIS PROPERTY IS OUTSIDE THE 100 YEAR FLOOD PLAIN. W SOIL TYPES ACCORDING TO THE NATURAL RESOURCES O CONSERVATION SERVICE THE EXISTING SOIL ON THIS SITE IS (76) MALABON-URBAN LAND O COMPLEX. THIS SOIL HAS A HIGH WATER TABLE DEPTH OF >6'. 00 WELLHEAD PROTECTION THE WELLHEAD PROTECTION AREAS MAP ILLUSTRATES THAT THIS PROPERTY IS IN THE w/ 1 YR TIME OF TRAVEL ZONE TO 16TH 8 Q z z W O O WATERCOURSES T THE WATER QUALITY LIMITED WATERCOURSE i 0 W MAP SHOWS THIS PROPERTY TO BE OUTSIDE ► /\ 0 cf� OF ALL RIPARIAN CORRIDORS. V I (Y1 Q Q fV SURVEY DATA O� d 4 THE SURVEY DATA SHOWN HEREIN IS BASED W (V J ON FIELD SURVEY WORK PERFORMED IN > FEBRUARY AND MARCH, 2008, AND (V LLV VISUALLY VERIFIED IN AUGUST 2021. Q LU(y) z o - z � � Zr revisions: date: SEPT. 8, 2022 drawn by: AWNS designer: RDC project no: 21-466 EXISTING CONDITIONS sheet. 1 OF 2 43 L----Fi EX WW MH AWMS RIM=458.32 PROP. FL -S=448.52 HYDRANT OHP _ 8., WW— O —8' _N — —OHP— — /PARCEL 1 �9 FEN V 56 EX. ST MH 3 _ _RIM=458.67 6" W- FL S=455.27 -OUT — FL N-455.47 o 'S FL E-455.32 O I is I FL W-455.43 e q5a OHP- HP- 29'x9.29' 29'x9.29'1I FILLET R/W DFIWCATIMI �i eq� 60' R✓W V II Igyp'` y X. 20.3' A PAVING EX Cl TFC=45759 I UNABLE TO OPEN COVER _WWI I w;3 II Wit3 4] b 1 Q hOU) LO .IX II —-WW � L 1� h �QD°ky lv c 0 I I F I II EX. ST MH RIM=458.11 FL N454.36 IFL W=454.26 -OUT I a° 10•. ST EC X. TFC 415776 I =III I 900 I � I I � III II II � �I�� TAX MAP 17-03-25-24 TAX LOT 2300 opyright 0 2012 Branch Engineering, Inc. — =OHP— $ L----Fi 8" WW—__C AWMS PROP. TEMP. 5' PROP. FIRE HYDRANT OHP WIRE EASEMENT aQ' — /PARCEL 1 6�'0 6' ,4. 67 OF FEN V 56 01 — 6" W- 6•• W — h° _ o 'S STREET q5a I.L. � W o _ _ PROPOSED 5' 0 _ a �e y0o°i R/W DEDICATIONS .2 W O e V 1 005 — =OHP— $ 0042"Im 43' tIN, PARCEL 2 �X6.610 SF 6 X°p / °D X 100' 6' WOOD FENCE / Xo X& PARCEL 3 6,550 SF Ap X PROP. ti "0 7' P.U.E. ° XT - I � 2 — —.—.— —.—.- L25' - 100 WATT WITH 8' ARM SII .SII la I �I 100.00 6' WOOD FENCE f O h°6 —6 n°+ a G ,:2— — — — OHP— GRAPHIC SCALE 20 0 10 20 40 IN FEET 1 LEGEND PROPERTY LINE EASEMENT LINE — — — — RIGHT-OF-WAY LINE — CENTERLINE — — — BUILDING ENVELOPE — -- DITCH FENCE T EDGE OF ASPHALT PAVING _ _ = CURB —475— CONTOUR LINE ti X° SPOT ELEVATION --WW-- WASTEWATER SEWER LINE — —ST— — STORM SEWER LINE — —W— — WATER LINE — —OHP— — OVERHEAD POWER lllqqr 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 (ELECTRIC, TELEPHONE AND CABLE TV) ❑E ELECTRIC BOX OO MANHOLE CURB INLET STREET LIGHT POWER POLE �- STOP SIGN >Q WATER VALVE FIRE HYDRANT pp WATER METER © GAS METER ® MAIL BOX DECIDUOUS TREE EVERGREEN TREE '. CONCRETE GRAVEL BUILDING HEDGE 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. 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. iiianch ENGINEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. 9 ranch En g i neeri ng.com REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30. 2007 RENEE CLOUGH 691639 EXPIRES, December 31, 2021 project title UJ L----Fi --�� AWMS PROP. TEMP. 5' PROP. —PUB. OVERHEAD P. U/ WIRE EASEMENT aQ' /PARCEL 1 6�'0 6' ,4. 67 OF FEN V 56 5O 0042"Im 43' tIN, PARCEL 2 �X6.610 SF 6 X°p / °D X 100' 6' WOOD FENCE / Xo X& PARCEL 3 6,550 SF Ap X PROP. ti "0 7' P.U.E. ° XT - I � 2 — —.—.— —.—.- L25' - 100 WATT WITH 8' ARM SII .SII la I �I 100.00 6' WOOD FENCE f O h°6 —6 n°+ a G ,:2— — — — OHP— GRAPHIC SCALE 20 0 10 20 40 IN FEET 1 LEGEND PROPERTY LINE EASEMENT LINE — — — — RIGHT-OF-WAY LINE — CENTERLINE — — — BUILDING ENVELOPE — -- DITCH FENCE T EDGE OF ASPHALT PAVING _ _ = CURB —475— CONTOUR LINE ti X° SPOT ELEVATION --WW-- WASTEWATER SEWER LINE — —ST— — STORM SEWER LINE — —W— — WATER LINE — —OHP— — OVERHEAD POWER lllqqr 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 (ELECTRIC, TELEPHONE AND CABLE TV) ❑E ELECTRIC BOX OO MANHOLE CURB INLET STREET LIGHT POWER POLE �- STOP SIGN >Q WATER VALVE FIRE HYDRANT pp WATER METER © GAS METER ® MAIL BOX DECIDUOUS TREE EVERGREEN TREE '. CONCRETE GRAVEL BUILDING HEDGE 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. 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. iiianch ENGINEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. 9 ranch En g i neeri ng.com REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30. 2007 RENEE CLOUGH 691639 EXPIRES, December 31, 2021 project title UJ SEPT. 8, 2022 drawn by: AWMS 11111■ RDC project no: 21-466 O 5O 00 L I.L. � W o 0 O W .2 O V 1 O Q CL 4 LLJJ (y W > LY1 ' QQ � W ~ rrnnZ O z — z � � LLJ Z �N�, r revisions date: SEPT. 8, 2022 drawn by: AWMS designer: RDC project no: 21-466 TENTATIVE LAND DIVISON PLAN sheet. 2 OF 2