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HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/17/2017(N89'50'58"E 934.53) --NORTHWEST CORNER, HEROD JOHNSON DONATION LAND CLAIM NO. 62 G ASS �LC / SECTION 28, T 17 S, R 2 W, W.M. 8 55 (NOT TIED THIS SURVEY) 8� O 6-,0� 2� �• o. #2016-0 bcp 00 �L 405 ... _:_ ' S8 '55'44"E 493.57-,i--.-' FOUND8"IR WITH YPC MARKED KRUSH P.L.S. 1643 • 4 :.. T,_ NOTE,. NO W41ER OR MARSIH - LANDS• OBE VED AT TjfE TIME OF T SUR +:.. X "00,: qy� x 0 g ; \x Sl s 1 30 toD K�LC�c!ZEi.'.. i ►���s °`� To „N g6 x \ X PA p2 ; 0795 x 2, 008— ''- x = !' xg ° \1 -.. ,.....r .......- „ :.. X x 1 " k x kg xx t10 �gy �q� �`g� Dig h 0 kgtx x f X X x X x \ \. ii i x x \o'`i x I X 7C l 00 �Gl f'' '11 gyp x x X ,S pp q >k e .z is ��oQ 0 >x�°`' X °q x x AE :v BLACKBERRIES X ON \ .,.- 49. \ 1 „� � g k 1 �j � b 6 � >k00� 0 1 0 0 - �� gk ��y. ,�q0 �q6 �q6• �q6 1 �q �q 'n �q� kqy. X X x x I X x C) x x X x x ` >kq �' >xgb(% OCG „ g� g N0) R0) t 5� �r0 `��t.... fro......,„.. A�6 _.,.. �qb txg� �q5 kq�\ >xg i k X x kq eq kq _...x kq_ X h x X. x x ..„.... x x X X :t x 0 x r 70 DEg� i �q y r•�. h0 6� Dc _......„... q 6 1 0 q ti 8 �1 0 �q pq txg6 �q6' g6' 1 6 ro q6' 6 q6' q6• >xq x ' X ixq ' kg txq tk l ikg k X x x X X X X x �c X X o X COQ 0� f X 1kg0� x tq6� q�lb b� 6`' q ( RNR q q�� Q�G� ;X x >\ x k x �q x °g6 �q6 x °g6 xgbq X.9.... :>��..... „..,m....� co ,� oQ „..:. x _X : �0 522 /..- 0 q '`L 5 1� o� 062 yh 0 6 \ 0 6� q60 g61 �q1 �q6' �q� �q1' p�2p 12 41 0� _ x txq kghgh x0 x �q X X x X x x x o ti.. X x bq, K1 00 q ©� BLACKBERRIES r k kq�. kgh. pq�' Sq 6�' '8 CO0 0 OCG X x X X X �q\ \, x txq X �g0 x tgb X �q0 X �q0 X�q\ xq FOUND 5/8” 1R WITH YPC V MARKED "STEMM LS 715” „...__..`' kq �°' q�' 0 ~ „ �` 80' EASEMENT FOR ROADWAY t g 5 '� 1; �� �G� X `Z` x X x be, kqh �g4j.>.., g°' TO ALBERT LYLE NOUSER AND _. �G x �g •. 00 ARDYCE ELLA HOUSER 9 Q q� 0 FOUND 5/8” IR (UO) x X �. t1 BY WARRANTY DEED N88°52 20 W t 65.07 oQ :. ............. ;,,- _ o ... S44'1526"E, 0.76 FROM RECEPTION NO. 1981-01 4165 1 �G �. ............. := _.._......... _- `` r ACTUAL PROPERTY 3 q6� kX CORNER. (NTS) F tK 06' 0 FOUND 5/$" !R WITH YPC ��OQ �,; x'k�5 r NO DqO� txg�6 q00 hP 0�' 60 >kg0O MARKED STEMM LS 715" ; i x X x x �` x kq x �q I x �q X6�X ' 0 X04\ I 5 0� 6 y1 q60 �gro0.... - _w �q6� G� t y`o Ngo' t, 4:e>..„._..X x X X x boilq. rJ��OR x q 0 8 iNEs f kq`'. �� JcJ x Dq �g Y �g6 q65 kg6y 10 '� HONNY�ANflRK 5 x _.x x °` oq6� �g..._,....� P7 <16 x x x °c x RK 9$ N __ x ,x.„ p08,026 °c�o� 2 f = k9C C. gr06 CO 4 IKI �G� ° C x �` x hq x t1q kg1`L q ; X x X X X 400 >x�Q ° � � 6 I �N o �q6kq0� bg 1 _ . 49 , k p, x € i Z x x pq q6 �0 1 x� x 6. 5x15' �q EASEMENT TO „oJG x 300 CITY OF SPRINGFIELD, 1 X i. pgOQ 0 0 FOR ELECTRIC >xq 6k 10 DISTR18UTION LINES. t' 10, REEL 1691 NO. 9118259 OQ OCG x X g6 kq 10.1 6� k CL 10' PIPELINE EASEMENT TO Nq X X �g�y•.,,. `� � '"'� NORTHWEST NATURAL GAS COMPANY X ( X ~X " RECEPTION NO. 1996-045525 WASTEWATER �' I 60 10' PUBLIC UTILITY EASEMENT az N FOUND 5/8 IR WITH YPC j = t CLEANOUT ! ; �q TO CITY OF SPRINGFIELD MARKED "KRUSH P.L.S. 1643” > 3 # `4�vi RIM: 496.18 r` t ( �' RECEPTION N0. 1996-039038 "�- i I (HATCHED AREA) N00'08'44'W 7.69' i q0 URI% INLET 'L q p FOUND 5/8 IR WITH YPC Y. r q6 x-_ <. x— _ RIM: tf95.69 , ��,.)t,s:g6 FOUND 5/8 /R WITH YPC 2 .. "c a MARKED STEMM LS 715" f �Dc°'�9°08 W 7. Q -... -}— - "" ;` , �' i :•' 1.,,4 f: ) `', ; MARKED "KRUSH P.L.S. 1643" t 3 z— CO C SIDEWALK - o 7 EASEMENT TO z .._ ; . ,,��s sY. _.. \\ �q q\�\ ` 0 6 CITY OF SPRINGFIELD t. L49 .2 _ TF y�y�Y qgk� "TYPE: LPS" t,4)' �y°'� q5� �­­_x— q�` 16 1 G� X FOR PUBLIC UTILITY EASEMENT kg h .,...., v ., tl4 N qy RECEPTION NO. 1979-068730 j G\,x—\ N G aj gA1VKS ROAR G G\ `� —t` °q �, ., d I to N TAX MAP: 17-02-28-00 TAX LOT.406 8' EASEMENT TO 4 CITY OF SPRINGFIELD '"~qh FOR PUBLIC UTILITY EASEMENT RECEPTION NO. 1996-03903E �G 4 CURB I{ ET �N6RIM•dJB5.36 tl( 3 FL E. 30" FL W: 495.90 TFC (UNABLE TO DETERMINE ELEVATIONS) STM MH RIM: 495.23 FL E 490.20 12" FL S: 491.07 FL W. 490.93 X180' RIGHT-OF-WAY yq� ..,.,:......... �.u.,......, n\.....u...u...�...H.Q\\\``\� err .\....... G CURB INLET ' g� < RIM: 495.58 CURB INLET �g0� gb, 30" FL E 1 RIM: 495.72 12" FL N. 492.12 24" FL E. 491.72 30" FL W 491.42 III2IH�I►�11] 495.88 TFC 30" FL W. 2 (UNABLE TO G'3 DETERMINE ELEVATIONS) WW MH RIM: 495.47 8" FL N. 489.49 >k�qo 18" FL E. 489.1 8" FL S. 489.42 x 18" FL W. 489.18 RIM: 495.72 12" FL N. 492.12 24" FL E. 491.72 30" FL W 491.42 III2IH�I►�11] NOTES I. THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT SURVEY MAY DISCLOSE. 2. 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. DATUMS (GPS DERIVED) HORIZONTAL - OREGON COORDINATE REFERENCE SYSTEM - EUGENE PROJECTION VERTICAL - NAVD 88 SITE DATA ZONING LMI - LIGHT MEDIUM INDUSTRIAL EXISTING USE VACANT LAND APPLICANT: JRW & ASSOCIATES 1152 BOND AVE. REXBURG, IDAHO 83440 OWNER & APPLICANT: CORPORATION OF THE PRESIDING BISHOP CHURCH OF JESUS CHRIST OF LATTER DAY SAINTS 50 EAST NORTH TEMPLE STREET 22ND SALT LAKE CITY, UT 84150 SITE ADDRESS: NO SITE ADDRESS (HIGH BANKS ROAD & 53RD STREET) SPRINGFIELD, OR 97478 SITE TAX LOT 406 312,231 SQ. FT. 7.17 ACRES WATERCOURSES: THE WATER QUALITY LIMITED WATERCOURSE MAP SHOWS NO QUALITY LIMITED WATER COURSES ON OR NEAR THIS PROPERTY. FLOOD ZONE BASED ON FLOOD INSURANCE RATE MAP NO. 41039C1166F WITH AN EFFECTIVE DATE OF IDENTIFICATION OF JUNE 2, 1999, FOR COMMUNITY NO. 1166 F, IN LANE COUNTY, STATE OF OREGON, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH SAID PREMISES IS LOCATED. THE PREMISES IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION "X” (UNSHADED) (NON -SPECIAL FLOOD HAZARD AREAS) AND ZONE 'AE" (SPECIAL FLOOD HAZARD AREAS) BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA). SOIL TYPES ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, THE EXISTING SOILS ARE: (26) CHEHALIS SILTY CLAY LOAM, OCCASIONALLY FLOODED. (27) CHEHALIS-URBAN LAND COMPLEX (29) CLOQUATO SILT LOAM (110) PITS ALL LISTED SOILS HAVE A DEPTH TO WATER TABLE OF >6' WELLHEAD PROTECTION AS ILLUSTRATED IN THE WELLHEAD PROTECTION AREAS MAP OF THE CITY OF SPRINGFIELD THE SUBJECT PROPERTY IS NOT LOCATED IN A ZONE OF CONCENTRATION. TIME OF TRAVEL THIS PROPERTY IS LOCATED OUTSIDE THE ZONE OF CONCENTRATION (99 YR TIME OF TRAVEL) Date Received Alit 17 2017 Anninal Subtniitalie f 4?� anch ENGINEERING- Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Eng ineering.com Springfield OR I Salem OR PROFFss \5 �� 1 N F #62780PE Digita y signed by Damien i ert Date 088��1N47 - ' Q ✓G� Y t 3, 2°°� 17 EXPIRES: JUNE 30, 2019 project title: revisions: date: JULY 31, 2017 drawn by: JLD designer: DAN project no: 16-146 SITE ASSESSMENT OF EXISTING CONDITIONS sheet: PROPERTY LINE G\ ADJOINER PROPERTY LINE >k�qo CENTERLINE OF ROAD x CURB Q EDGE OF ASPHALT 0� EDGE OF PAVEMENT ELEVATION _._.___._.._..... G GAS PIPE LINE x STAT ........................... STORMWATER LINE FG MW """"""""""""" WASTEWATER LINE01 TOP FACE OF CURB ELEVATION DOq _........._._.....__ W --- ---_ --------- ---- WATER LINE x -� -„ E --- - - ELECTRICAL LINE GONG T TELEPHONE LINE t11)(1 i) TOP OF CONCRETE ELEVATION 0;Il ff _.._.„.... OVERHEAD WIRES x \ CONTOUR UNE OP GROUND ELEVATION TOP OF DITCH x — 807TOM OF DITCH �. 00 OCG TOP OF DITCH ELEVATION FIRE HYDRANT © WATER METER ti WATER VALVE p53,�\ BOTTOM OF DITCH ELEVATION x * GUY WIRE - �- ELECTRIC POLE CONCRETE M-11111 STREET LIGHT Li TELEPHONE RISER;\ DECIDUOUS TREE s� STORMWATER MANHOLE ~' CURB INLET ® WASTEWATER MANHOLE O WASTEWATER CLEANOUT ALL DISTANCES SHOWN ARE IN FEET. CONTOUR INTERVAL = 1 FOOT NOTES I. THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT SURVEY MAY DISCLOSE. 2. 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. DATUMS (GPS DERIVED) HORIZONTAL - OREGON COORDINATE REFERENCE SYSTEM - EUGENE PROJECTION VERTICAL - NAVD 88 SITE DATA ZONING LMI - LIGHT MEDIUM INDUSTRIAL EXISTING USE VACANT LAND APPLICANT: JRW & ASSOCIATES 1152 BOND AVE. REXBURG, IDAHO 83440 OWNER & APPLICANT: CORPORATION OF THE PRESIDING BISHOP CHURCH OF JESUS CHRIST OF LATTER DAY SAINTS 50 EAST NORTH TEMPLE STREET 22ND SALT LAKE CITY, UT 84150 SITE ADDRESS: NO SITE ADDRESS (HIGH BANKS ROAD & 53RD STREET) SPRINGFIELD, OR 97478 SITE TAX LOT 406 312,231 SQ. FT. 7.17 ACRES WATERCOURSES: THE WATER QUALITY LIMITED WATERCOURSE MAP SHOWS NO QUALITY LIMITED WATER COURSES ON OR NEAR THIS PROPERTY. FLOOD ZONE BASED ON FLOOD INSURANCE RATE MAP NO. 41039C1166F WITH AN EFFECTIVE DATE OF IDENTIFICATION OF JUNE 2, 1999, FOR COMMUNITY NO. 1166 F, IN LANE COUNTY, STATE OF OREGON, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH SAID PREMISES IS LOCATED. THE PREMISES IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION "X” (UNSHADED) (NON -SPECIAL FLOOD HAZARD AREAS) AND ZONE 'AE" (SPECIAL FLOOD HAZARD AREAS) BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA). SOIL TYPES ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, THE EXISTING SOILS ARE: (26) CHEHALIS SILTY CLAY LOAM, OCCASIONALLY FLOODED. (27) CHEHALIS-URBAN LAND COMPLEX (29) CLOQUATO SILT LOAM (110) PITS ALL LISTED SOILS HAVE A DEPTH TO WATER TABLE OF >6' WELLHEAD PROTECTION AS ILLUSTRATED IN THE WELLHEAD PROTECTION AREAS MAP OF THE CITY OF SPRINGFIELD THE SUBJECT PROPERTY IS NOT LOCATED IN A ZONE OF CONCENTRATION. TIME OF TRAVEL THIS PROPERTY IS LOCATED OUTSIDE THE ZONE OF CONCENTRATION (99 YR TIME OF TRAVEL) Date Received Alit 17 2017 Anninal Subtniitalie f 4?� anch ENGINEERING- Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Eng ineering.com Springfield OR I Salem OR PROFFss \5 �� 1 N F #62780PE Digita y signed by Damien i ert Date 088��1N47 - ' Q ✓G� Y t 3, 2°°� 17 EXPIRES: JUNE 30, 2019 project title: revisions: date: JULY 31, 2017 drawn by: JLD designer: DAN project no: 16-146 SITE ASSESSMENT OF EXISTING CONDITIONS sheet: -------- A i (N89'50'58"E 934.53) ------ -NORTHWEST CORNER, W� HEROD JOHNSON DONATION LAND CLAIM NO. 62 5S LL 55 SECTION 28, T 17 S, R 2 W, W.M. G BA (NOT TIED THIS SURVEY) B� 7 �.•• o " #2016'0121� 405 /'• i.. P08 :.. 9 4 9 i _.. ;:. SS '554 "E 4 3.57..1.. ,.• .:.. .. 2.. ,.. 1.. i.. FOUND 5/8" IR WITH YPC + 4i„ MARKED "KRUSH P.L.S. 1643" _ - N07a, NO WATER OR M • H LAMPS WERE E A F _ . OBS •RVF�D �T THE =T/M� 0 Tt-11S SURVEY _ S SIN 4. _ sL ,�.. 3 �.�. / • ,K$�RR 2 ,•� I 00 BDA ,� �ANDRK ULC K�Ztij ��,its a I �i T PA 026795 008` : 2 �u 400 GRAPHIC SCALE 40 0 20 40 80 t IN FEET I TAX MAP: 17-02-28-00 TAX LOT: 406 I' ---�- '-... 1 � ( 2: ✓yam.*\ �\ \. �� PARCEL 2 \ 191,471 SQ. FT.AE _ co = BLACKBERRIES \ \ zo , LO ZON UNSH ED) Y \ S89'09'58 "E 328.06 i 94 7 NEW P OPE�?TY LINE r {{ I I .„ .............. I j • -BLACKBERRIES. Ste' E FOUND 5 8" I WI YPC ? \ Z MARKED "STEM LSI o N88'52'20 "W _ _ 765 07= = . o UO `S44'15'26�E, 76 FROM M0 ACTUAL P ., OPE TY i icy i m CORNER. INTS)i x ,; a i FOUND 5/8" IR WITH YPCw y MARKED 'STEMM LS 715" I 1 PROPOSED 10' } 1 PRIVATE UTILITY 2 i • EASEMENT i I ( _496 w PARCEL 1 g�sES i I r „r� .w . S 120,760 SQ. FT. i NY�PARK �' 5 #2008, 02679 �' „....... N I _. t\ [PROPOSED 35.5' PRIVATE ACCESS €i EASEMENT 40 u? tf �L � I f lit � o 2. is _ 3 € 5x15' EASEMENT TO CITY OF SPRINGFlELD, I ( I FOR ELECTRIC DISTRIBUTION ONES. i ( I REEL 1691 N0. 9118259 101J�1PEL NE EASEMENT T - ` .`, £' NORTHWEST NATURAL GAS ICOMPANY ;i ti f, t _ �: } REC TIO NO. 1996-04 25 WASTEWATER ` + FOUND 5/8" IR WITH YPC '� h ra' 4 M<:.:: CLEANOUT MARKED KRUSN P.L.S. 1643"..`-'\, ;t RIM: 496.18 r N00'08'44"W, 7.69' ,r 4, CURER INLET FOUND 5/8" !R WITH YPC {- RI .1495.69 i _�- �� N89 8" �T327.0/7-- 7' . " MARKED "STEMM LS 715" „..-... :.,,._, .. n ... EASEMENT TO >-- CITY OF SPRINGFIELD h FOR PUBLIC UTILITY EASEMENT RECEPTION NO. 1979-068730 8' EASEMENT TO CITY OF SPRINGFIELD_ FOR PUBLIC UTILITY EASEMENT 1 RECEPTION NO. 1996-039039 - CURB INLET - ' `\ RIM: 495.36 c" 30" FL E: 30" FL W. >' (UNABLE TO DETERMINE ELEVATIONS) STM MH N RIM: 495.23 CURB FL E. 490.20 12" FL S: 491.07 GAS PIPE LINE FL W.• 490.93 80' EASEMENT FOR ROADWAY TO ALBERT LYLE HOUSER AND ARDYCE ELLA HOUSER- BY WARRANTY DEED RECEPTION N0. 1981-014165 06 - ? - GUVI;. WI&WALK R........... MgHll BANKS ROAD �. 41180' RIGHT-OF-WAYS Z f"{ CURB INLET RIM: 495.58 CURB INLET 30" FL E: RIM: 495.72 30" FL W. 12" FL N. 492.12 �t (UNABLE TO 24" FL E. 491.72 DETERMINE ELEVATIONS) 30" FL W. 491.42 WW MH RIM: 495.47 8" FL N. 489.49 18" FL E. 489.1 8" FL S: 489.42 18" FL W: 489.18 H�DSER NR WEYEcpooP 2 #201 ,L 300 10' PUBLIC UTILITY EASEMENT TO CITY OF SPRINGFIELD RECEPTION NO. 1996-039038 (HATCHED AREA) -FOUND 5/8" IR WITH YPC MARKED "KRUSH P.L.S. 1643" r LEGEND URBAN GROWTH BOUNDARY f FIRE HYDRANT NEW PROPERTY LINE >' EXISTING PLAT BOUNDARY ADJOINER PROPERTY LINE - N CURB I f= GAS PIPE LINE Si v; STORMWATER LINE _.........------ .. _.. WASTEWATER LINE „ .. t3; I -- - E � y/Gy SKS R0� � � 4591 "' - CONTOUR UNE J - ?6 I ST 4 N 5 - ? - GUVI;. WI&WALK R........... MgHll BANKS ROAD �. 41180' RIGHT-OF-WAYS Z f"{ CURB INLET RIM: 495.58 CURB INLET 30" FL E: RIM: 495.72 30" FL W. 12" FL N. 492.12 �t (UNABLE TO 24" FL E. 491.72 DETERMINE ELEVATIONS) 30" FL W. 491.42 WW MH RIM: 495.47 8" FL N. 489.49 18" FL E. 489.1 8" FL S: 489.42 18" FL W: 489.18 H�DSER NR WEYEcpooP 2 #201 ,L 300 10' PUBLIC UTILITY EASEMENT TO CITY OF SPRINGFIELD RECEPTION NO. 1996-039038 (HATCHED AREA) -FOUND 5/8" IR WITH YPC MARKED "KRUSH P.L.S. 1643" r LEGEND URBAN GROWTH BOUNDARY FIRE HYDRANT NEW PROPERTY LINE m BUS STOP EXISTING PLAT BOUNDARY ADJOINER PROPERTY LINE - N CURB EDGE OF ASPHALT GAS PIPE LINE Si v; STORMWATER LINE _.........------ .. _.. WASTEWATER LINE „ .. t3; _._....._._ WATER LINE -- - E tii�h�9 y/Gy SKS R0� � � 4591 "' - CONTOUR UNE J - ?6 I ST 4 N 5 to XLO WATER VALVE - N z � STREET LIGHT CTD TELEPHONE RISER G ST THURSTON RD N CURB INLET ® G ST a it O WASTEWATER CLEANOUT N F ST CONCRETE m DECIDUOUS TREE � EST ALL DISTANCES SHOWN ARE IN FEET. E ST E ST VICINITY MAP NOT TO SCALE LEGEND - URBAN GROWTH BOUNDARY AND CITY LIMITS NEW PROPERTY LINE EXISTING PLAT BOUNDARY ADJOINER PROPERTY LINE - - EASEMENT LINE CURB EDGE OF ASPHALT GAS PIPE LINE Si v; STORMWATER LINE _.........------ .. _.. WASTEWATER LINE „ .. t3; _._....._._ WATER LINE -- - E - „- ELECTRICAL LINE - „- - :I - -- TELEPHONE LINE _............ :;,`ff ........................... OVERHEAD WIRES 4591 "' - CONTOUR UNE TOP OF DITCH - BOTTOM OF DITCH } FIRE HYDRANT ® WATER METER WATER VALVE GUY WIRE -�- ELECTRIC POLE 3-- STREET LIGHT CTD TELEPHONE RISER sD STORMWATER MANHOLE O❑ CURB INLET ® WASTEWATER MANHOLE O WASTEWATER CLEANOUT CONCRETE DECIDUOUS TREE ALL DISTANCES SHOWN ARE IN FEET. CONTOUR INTERVAL = 1 FOOT NOTES 1. THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT SURVEY MAY DISCLOSE. 2. 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. 3. ALL PUBLIC IMPROVEMENTS SHALL BE PRIVATELY CONSTRUCTED. 4. ANY PROPOSED NEW UTILITY SERVICE CONNECTIONS SHALL BE LOCATED UNDERGROUND AND SHALL COMPLY WITH THE CITY OF SPRINGFIELD STANDARDS. 5. THE NEAREST BUS STOP 1S f 2970 FT EAST AND t 1195 FEET SOUTH, NEAR THURSTON BLVD AND 58TH STREET. 6. NO STREET LIGHTS ARE PROPOSED. REFER TO WRITTEN STATEMENT FOR DISCUSSION. DATUMS (GPS DERIVED) HORIZONTAL - OREGON COORDINATE REFERENCE SYSTEM - EUGENE PROJECTION VERTICAL - NAVD 88 Johr�ni ��� Date Received AUG 17 2017 • 49 _rant rr'N ®GINEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 ..... ........ _.....................__.._.._....._.................._.._.__ ... www.BranchEngineering.com Springfield OR I Salem OR REGISTERED PROFESSIONAL LAND SURVEYOR Digitally signed by Daniel A. Nelson OREGON MAY 12. 2011 DANIEL ADAM NELSON 84832PLS EXPIRES: December 31, 2018 project title: revisions: date: JULY 31, 2017 drawn by: JLD designer: DAN project no: 16-146 LAND DIVISION TENTATIVE PLAN sheet: 2 of 2