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Home My WebLink AboutPlan, Tentative APPLICANT 5/12/2021DETAIL 1 SCALE: 1"=30' copyright 0 2012 Branch Engineering, Inc. LEGEND NOTES EASEMENT IVO E'S • • TIME OF TRAVEL DELINEATION oe UTILITY VAULT/BOX iiiii Is SOIL MAPPING DELINEATION C1 WATER/GAS VALVE - - - DEED BOUNDARY T.,� TRAFFIC SIGNAL 53.00 - WERAND BOUNDARY . FIRE HYDRANT 127.00 1977 FENCE o STORMWATER MANHOLE A civil • transportation CS 1103'19'40'7.00 EDGE OF ASPHALT SO701'33'if, 11.62 POWER POLE 16104'5334"17.79 3'19'40" HARLOW ROAD C7 CONCRETE 310 5th Street TREE LINEIBRUSH/IANDSCAPING URBANGROWM,Springfield, S3342'35W 14.40 L13 OR 97477 BO NGDARYEXTE L14 S03'4859W 73.23 p: 541.746.0637 15 OR�/ BUILDING L16 TRANSMISSION LINE TOWER \ \ \ \ NOT IN THIS APPLICATION LJ OUTLET WITH HEADWALL -(E)OHW- 10.01 OVERHEAD WIRE L_1� PLANTER AREA L20 N0532'09'W SIGNS i WHEEL STOP 46.13 a LIGHT POLE •-• VARIOUS TRAFFIC STRIPING • CATCH BASIN LI AWNING 0 MANHOLE POST 1. 2, a. b. C. d. 3. 4. 5. b. C. d. e. 6. 7. iE ARE NO COMMUNITY MAP PANEL 'BEES BEING TOPOGRAPHIC FEATURES AND EASEMENT BOUNDARIES ARE SHOWN PER ALTA/NSPS LAND TITLE SURVEY' 04TED DECEMBER 2016 AND SEALED BY MITCH DURYEA. WERAND BOUNDARIES SHOWN PER CITY OF SPRINGFIELD WATER QUALITY LIMITED WATERCOURSES STANDARD MAP. MAPPED EASEMENTS: A REEL 1880, RECEP77ON NUMBERS 60169 AND 60270 AND REEL 1950, RECEPTION NUMBER 70248: FOR PACIFIC POWER AND LIGHT COMPANY,, RIGHT-OF-WAY EASEMENT FOR ELECTRIC TRANSMISSION AND DISTRIBURON LINES. B. REEL UNKNOWN, RECEP17ON NUMBER 82151: EWER POWER AND AND TELEPHONE EASEMENT,- VACATED IN EWEB BOARD MINUTES, AND NOT YET RECORDED. C. REEL 142D RECEPTION NUMBER 82428: EWER POWER AND AND TELEPHONE EASEMENT,, VACATED IN EWEB BOARD MINUTES, AND NOT YET RECORDED. D. REEL 813R, RECEP77ON NUMBER 7650098: PUBLIC STORM DRAINAGE EASEMENT. E. REEL 813R, RECEP77ON NUMBER 7650099: PUBLIC SANITARY SEWER AND STORM DRAINAGE EASEMENT. F. REEL 1595R, RECEPTION NUMBER 8943900: EWER POWER EASEMENT. G. REEL 1618R, RECEPTION NUMBER 9008986: SUB WATER UNE EASEMENT,; ALSO COVERS ALL SERVICE LINES AND HYDRANT LATERALS. H. REEL 192OR, RECEPTION NUMBER 9011195: PUBLIC STORMWATER DRAINAGE AND TRAFFIC SIGNAL EASEMENT. L REEL 2185R, RECEPTION NUMBER 9640795 AND REEL 2231R, RECEPTION NUMBER 9673241: SUB UNDERGROUND ELECTRIC EASEMENT. J. REEL 2339R, RECEPTION NUMBER 9765399: PUBLIC URLITY EASEMENT. K. INSTRUMENT NUMBER 2001-076670: SUB UNDERGROUND ELECTRIC EASEMENT. L INSTRUMENT NUMBER 2002-042936: SUB UTILITY EASEMENT. M. INSTRUMENT NUMBER 2007-022874: PUBLIC PEDESTRIAN AND BICYCLE EASEMENT. N. INSTRUMENT NUMBER 2018-034455: PUBLIC ACCESS AND MAINTENANCE EASEMENT AGREEMENT FOR BICYCLE AND PEDESTRIAN FACILITIES. UNMAPPED EASEMENTS.- 0. ASEMENTS 0. BOOK 148, PAGE 569: FOR MOUNTAIN STATES POWER COMPANY,; GUY WIRE EASEMENT THAT IS OFFSITE (ON THE E45T UNE OF AND APPROXIMATELY 100 FEET SOUTHERLY OF THE NORTHEAST CORNER OF LOT 3 OF SECTION 21). P. BOOK 146, PAGE 571: FOR MOUNTAIN STATES POWER COMPANY,, BLANKET EASEMENT THAT MAY AFFECT THE SITE. Q. BOOK 169, PAGE 24. CURRENT HOLDER OF RIGHTS UNKNOWN, NOT ABLE TO MAP AS DOCUMENT APPEARS TO BE A CONTRACT FOR PROVIDING IRRIGATION WATER. R. RECEP77ON NUMBER 80-07062: AFFECTS LOADS (TL 2305) OUTSIDE THE BOUNDARY OF THIS SUBDIVISION WJRELIUNE CURVE I ROAD RADIUS branch CHORD C1 W A ENGINEERING= aL;csxn C2 20.27 53.00 21'54'32' WITHIN CITY OFSince C3 48.56 127.00 1977 SPRINGFIELD CITY LIMI C4 2CO5'14'32'),00 A civil • transportation CS 1103'19'40'7.00 5'14'32" SO701'33'if, 11.62 structural • geotechnical 16104'5334"17.79 3'19'40" HARLOW ROAD C7 SURVEYING 310 5th Street 4'53'34' URBANGROWM,Springfield, S3342'35W 14.40 L13 OR 97477 BO NGDARYEXTE L14 S03'4859W 73.23 p: 541.746.0637 15 OR�/ 43.90 L16 S01'15'06W 94.59 www.BranchEngineering.com Springfield OR I Albany OR N86'05'37'E ICINITY MAP )T TO SCALE NO4'00'17W 10.01 L19 N14'34'31"E W LOOP 'OF -WAY WIDTH) CURVE TABLE CURVE I LENGTH RADIUS DELTA CHORD C1 290.59 228.00 73'01'29" N327224"E, 271.32 C2 20.27 53.00 21'54'32' N16'06'17'E, 20.14 C3 48.56 127.00 21'5432" S16'06'17'W, 48.27 C4 2CO5'14'32'),00 29'13'35' S19'05'48W, 20.18 CS 1103'19'40'7.00 5'14'32" SO701'33'if, 11.62 C6 16104'5334"17.79 3'19'40" S02'14'33"E, 169.44 C7 248.05 1 2904.79 4'53'34' S09'35'491E, 24798 IFF Mill M UNE TABLE UNE I DIRECTION LENGTH LI N2109'23W 53.93 L2 N0452'19"E 4.85 L3 N21*09'23W 53.97 L4 N87'50'22 E 80.26 L5 NB1'58'33"E 80.78 L6 N04'5259E 10.10 L7 584'51'19 E 4.00 L8 N0509'01'E 10.00 L9 N23'49'45E 24.98 L10 N0509'01'E 91.29 01 N27'28'35W 46.37 L12 S3342'35W 14.40 L13 SO4'29'00W 113.43 L14 S03'4859W 73.23 L15 SOO'55'13W 43.90 L16 S01'15'06W 94.59 L17 N86'05'37'E 4.00 L18 NO4'00'17W 10.01 L19 N14'34'31"E 24.98 L20 N0532'09'W 93.25 L21 N39'35'14W 46.13 LB9 S8924'18"E 48.00 PRO FFSS GINO #69162P DIGITALLY SIGNED OREGON 'I� 9N�4RY 10, FlyFE C\ EXPIRES: DECEMBER 30, 2021 project title: REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30. 2007 RENEE CLOUGH 69162LS EXPIRES, December 30. 2021 Z J QO 0 Z rn 0L LI N N Ia- N LnLLI O O W a. N N W \ tY /� O O O O N a i r J Ln W_ Z LLI2OJZ W = X X E2 V) revisions dare: MAY 1 1 , 2021 drawn by: AWMS designer: RC project no: 21-035 SITE ASSESSMENT OF EXISTING CONDITIONS sheet: 1 '000' I �Oi�i�i •....♦ r.. . •.. .'Oi�i ��i�i�i�i�i'� III ■ \ ODO.00�.�.� a OOOOOOOOOa.4,• OOO • r�OO..00. I I _ I copyright 0 2012 Branch Engineering, Inc. I TRAFFIC SIGNAL FIRE HYDRANT STORMWATER MANHOLE POWER POLE TREE LINEIBRUSH/LANDSCAPING TRANSMISSION LINE TOWER OUTLET WITH HEADWALL PUNIER AREA WHEEL STOP VARIOUS TRAFFIC STRIPING AWNING POST CURVE TABLE CURVE j LENGTH RADIUS DELTA CHORD Cl 290.59 228.00 73'01'29" N322224T 271.32 C2 20.27 53.00 21'5431" N16'06'17'E, 20.14 C3 48.56 127.00 21'5432' S16'06'17W, 48.27 C4 20.40 40.00 29'13'35" S19 -048W, 20.18 C5 11.62 127.00 05'1432" S02'02'33W, 11.62 C6 169.47 2917.79 03'1940" S02'14'331E, 169.44 C7 248.05 2904.79 04'53'34" S09'35'49t 24798 C8 83.78 80.00 60'00'00" S35'09'01 W, 80.00 C9 59.23 80.00 42'2525' S26'21'43W, 57.89 CIO 24.54 80.00 173435" S56'21'43W, 24.45 C11 83.78 80.00 60'00'00' N35'09'01Z 80.00 C12 62.83 40.00 90'00'00' S39'50'59Z 56.57 C13 45.80 200.00 1507'16' N1074'371W, 45.70 CURIE TABLE CURVE !C LENGTH RADIUS DELTA CHORD C14 63.70 100.00 36'30'00' S/3'05'59E, 62.63 C15 31.42 20.00 90'00'00" S50'09'011W, 28.28 C16 43.28 40.00 61'5951" N28'25'03W, 41.20 C17 26.58 100.00 15'13'38" N10'1141E, 26.50 C18 17.23 10.00 98'41'57" S54R959W, 15.17 C19 39.27 25.00 90'00'00" N50'09'01"E, 35.36 C20 6.28 4.00 90'00'00" S50'09'01W, 5.66 C21 6.28 4.00 9900'00" NJ950'59W, 5.66 C22 23.56 15.00 90'00'00" S50'09'01W, 21.21 C23 281.62 275.00 58'40'27' N25'15'54E, 269.47 C24 53.87 28.00 110'14'15' S51'0248W, 45.94 C25 96.86 215.00 25'48'47" S86'4428E, 96.04 C26 18.38 41.00 25'41'15' N8648'13V,, 18.2J NOTES 1. THERE IS NO PROPOSED STREET LIGHTING AS A PART OF THIS APPLICATION. 2. DETAILED UTILITY MAPPING WAS NOT PERFORMED AS THE SITE IS ALREADY BUILT OUT. THERE ARE NO NEW OR PROPOSED CONNECTIONS TO ANY EXISTING FACILITY. 3. NO GRADING CHANGES OR NEW BUILDINGS ARE PROPOSED. 4. CONVERSATIONS WITH SUB ELECTRIC AND SUB WATER ARE UNDERWAY REGARDING THEIR INTEREST IN REVISING THEIR EASEMENTS. CONVERS47IONS WITH EWES ARE UNDERWAY REGARDING COMPLETION OF THEIR EASEMENT VACATION PROCESS STARTED IN 1991. THESE CONVERSATIONS WILL BE COMPLETED AND ADDRESSED AS NECESSARY PRIOR TO RECORDING OF THE FINAL PIAT. 5. SINCE THE SITE IS FULLY BUILT OUT AND NO NEW IMPROVEMENTS OR FACIUDES ARE PROPOSED, TOPO DATA OTHER THAN BUILDINGS, IS NOT SHOWN HERE TO IMPROVE DRAWING CLARITY. OP WIDTH) DETAIL 1 SCALE: 1"=30' UNE TABLE LINE / DIRECTION LENGTH L1 N21'0923W 53.93 L2 N0452'19*E 4.85 L3 N21'0923W 53.97 L4 N8750'22E 80.26 L5 N8v56'33E 80.78 L6 N045259E 10.10 L7 S84'51'19E 4.00 L8 N05.09'01 E 10.00 L9 N23'4945E 24.98 LID N05'09'01"E 91.29 L11 N272835W 46.37 L12 SJY42'35W 14.40 L13 SO4'29'OOW 113.43 L14 SOY48'59W 73.23 L15 SOO'55'13W 4190 L16 S01'15'06W 94.59 L17 N86'05'37E 4.00 L18 N04'00'17W 10.01 L19 N14'34'31E 24.98 L20 N05'32'09W 93.25 L21 N39'35'14W 46.13 L22 S85'07'41E 2.41 L23 S0452'19W 19.43 L24 N84'50'59W 19.68 L25 N05'09*01T 43.00 L26 N84'50'59W 31.00 L27 N84'50'59W 9.00 L28 S05'09'01*W 42.50 L29 N84'50'59W 49.00 L30 N84'50'59W 25.00 L31 N84'50'59W 25.00 L31 N84'50'59W 18.00 LJ3 SO5,09'01 W 95.50 L34 N84'50'59W 50.00 L35 N84'50'59W 20.50 L36 N84'50'59W 77.00 L37 N84'50'59W 94.00 L38 S0509'01 W 65.00 L39 N84'50'59W 3.50 L40 S05'09'01W zoo L41 N84'50'59W 25.00 L42 S05'09'OI V 78.00 L43 N84'50'59W 52.00 L44 S05 -09-01 -W 74.00 UNE TABLE UNE IT DIRECTION LENGTH L45 SO5'O9'OIW 71.00 L46 N84'50'59W 49.00 L47 S05'09'01W 1.00 L48 SW50'59E 14.00 L49 505'o9'01W 15.42 L50 N05*09'01 E 6.14 L51 S84'50'59E 126.92 L52 NO3'50'59W 86.00 L53 S84'50'59E 40.00 L54 N05'09'01'E 6.42 L55 SW50'59E 17.82 L56 584'50'59E 82.55 L57 N84'50'59W 103.00 L58 S05'09'01W 22.00 L59 SO5'09'0IW 31.50 L60 N84'50'59W 28.50 L61 SO5'09'01W 43.00 L62 N84'S0'59W 14.00 L63 S84'50'59E 80.00 L64 S84'50'59E 54.00 L65 S05'09'OIW 19.00 L66 584'5059 E 26.00 L67 S84'50'59E 33.00 L68 N35009'01'E 23.00 L69 SWS0'59E 50.00 L70 S35'09'01 W 4.50 L71 S54'50'59E 26.50 L72 S35'09'OI W 23.50 L73 S35'09'OIW 20.00 S54'50'59E 14.00 S05'09'01W 70.74 S02'34'51W 24.85 d77 N30'J5'01E 68.00 S59'24'59E 53.78 N15'09'01E 45.00 L81 N05*09'01 E 72.00 L82 N84'50'59W 17.00 LB3 S05'09'OIW 14.00 L84 S84'50'59E 48.00 L95 S05'09'01W 14.00 L86 N0509'01 EJ5T4 L87 N05 -32'091V Branch ENGINEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEn9ineering.com Springfield OR I Albany OR 6D PRO ejSV-0 #69162PPE DIGITALLY SIGNED OREGON 'I� 9N�4RY 10, 1��e �NFE C\ EXPIRES: DECEMBER 30, 2021 project title: REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30. 2007 RENEE CLOUGH 69162LS EXPIRES, December 30. 2021 Z J QO O Z m O N N N N � laaaaa m N 6l LA LA O O W CL N N W /� 0 000 O N a i r J L) W_ Z W� JZ W = X X E2 V) revisions: date: MAY 1 1 , 2021 drawn by: AWMS designer: RC project no: 21-035 LAND DIVISION TENTATIVE PLAN sheet. 2 16 2.305 VARIABLE WIDTH(H) INTERSToo E RGF(pACIFIC HIGHWAY) (APPROX.o, OF -WAY WIDTH) I-'--------------- - -- 00.0-0'(y- --------------- N -BOUND PAVING W/DTH)----------------------- N04S59E 2306.77 VARIABLE WIDTH(A)--- - - - - - - VARIABLE WIDTH(H) -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 56510 _-_-_� ----- _ o --------- \ X11 _--_-_r------ �� LOT 1 10.00'(1) � < �--------------------- __ - �-_ -_��r --- 545.260 SF-----------------------\\\\- 11 T N04'S2'I9E 598.91 �- I _ _ - I 1.3 1.2 r�--------------- --- sos0so1w230.o011z.s2aca-- h LOT s♦.♦i ♦y♦.♦o�Oa�OJOcO♦c0♦o0♦o.4♦J��oi♦i i♦'tv ; ♦ Oi♦i(3.97 ACRES) i♦o�. ♦ ♦ H4i4,i�i♦i♦i♦o♦i4o♦Oo♦ie ♦ Oi♦4 10.00'I 6.00'(9) 12 1♦c♦♦ ♦.♦♦1.♦♦4� ♦ ♦♦♦♦� r r. , r ,r O „ 61,29854 SF S05,09,01 -W J40.00 �� .�♦�� .. ♦♦(1.41 ACRI ♦��♦♦♦♦.♦:♦:♦:♦:♦:♦.♦:♦:♦:♦:♦:♦.♦:♦.♦.♦:♦:♦:♦:♦:♦.��♦.1� I IQ.♦♦�. S♦♦4f 1♦♦♦ ♦♦♦♦4 7SEE . ♦♦♦♦♦r♦♦�♦♦� i4%a �i♦o ♦�i�i i r , r �♦ ♦r,00. a♦♦♦ i♦♦♦� , r r .�♦ ♦�i♦i r r • . OWN! "I lase ♦♦� ♦ ♦♦o♦♦♦♦.♦. �•-♦.♦tW`fliffiffir omm ♦� Q qar . �..��..... .....o..-__._ .��... _ s.! ..� - DOOi♦.!.♦i!i♦DODOi♦i!i!u♦iS.TO lw'Y B�RIGNt OFA \ \ 1L 2306 n 23p8 DETAIL 2 SCALE: 1'=30' copyright 0 2012 Branch Engineering, Inc. LOT 3 58,722 SF (135 ACRES) LOT DETAIL 1 LOT LINE `------I I 1.7 I 10.00'(1) -� ---- ---- -------------- 12.00'(G) I I -------------r------�11 LOT 10 III 453,013 SF III I 50F ''01 w 241.16 289 (10.40 ACRES) _ SEE DETAIL 3 r1276 SACRES) te0 L29 . RR LOT 14 6,391 SF, ;FCI (015 ACES)C26� \ 7 J_ \ - \VY UI W 70.00 505'09'0 1 -1 ------1.0--- lV 112Do /GATEWAY STREET (VARIABLE WIDTH RIGHT-OF-WAY) is STOP DETAIL 3 SCALE.. 1"=30' LEGEND HYDRANT 20.6 i 1�♦♦♦♦♦♦��, ♦� r .-�,'p♦�� ' BUILDING Irk ♦i�♦1 Cl 290.59 LOT 5 • N322124T 171.32 C2 20.27 53.00 AWNING N16'06'17'E, 20.14 •, 48.56 I 21'5432" S16'06'17W, 48.27 C4 20.40 40.00 ACRES) rI • I r II I III I ILII III ♦♦♦♦4 ♦♦♦♦ 127.00 ♦.y�� 50702'33', 11.62 C6 169.47 2917.79 LOT LINE ZERO LOT UN S0714'331E, 169.44 C7 ` 2904.79 04'53'34" SO9'I 24798 C8 LOT.��♦�♦♦♦^♦e��♦�♦♦♦�4a♦ 80.00 6900'00' S35'09'01', 80.00 C9 59.23 80.00 -ZEROERO LOT LINE 94,852 CIO 24.54 80.00 171 S5821'43', 24.45 .••.••. _A. 83.78 ♦�♦4 6900'00' N35.09.01t 80.00 I.♦.♦4 62.83 40.00 `------I I 1.7 I 10.00'(1) -� ---- ---- -------------- 12.00'(G) I I -------------r------�11 LOT 10 III 453,013 SF III I 50F ''01 w 241.16 289 (10.40 ACRES) _ SEE DETAIL 3 r1276 SACRES) te0 L29 . RR LOT 14 6,391 SF, ;FCI (015 ACES)C26� \ 7 J_ \ - \VY UI W 70.00 505'09'0 1 -1 ------1.0--- lV 112Do /GATEWAY STREET (VARIABLE WIDTH RIGHT-OF-WAY) is STOP DETAIL 3 SCALE.. 1"=30' LEGEND HYDRANT 20.6 LOT 18 55,787 SF (1.28 ACRES) LOT 19 107,466 SF (2.47 ACRES) PINE II II III LdT19" I ISI h 72,112 SF L IFi (1.66 ACRES) I II I `ry--5250 L47 lszso .4 ---- -- I I II I III II j III 0.9 _ _ S05'09'01'W 546.63 146.63 55.0011 sl � II I li i ii jai e I LIST 20- 230,943 0230,943 SF I I q (5.30 ACRES) 6.00'(B)�11� j 10.00'(I III / I P II VARIABLE WIDTH(N) / 1/11 1 111 } � I� I 6.00'(6)--ilt / / f I� C14 I I 505'09.01119800 15 L52 ---C13 D I 11 �s 1,29.4 l10.00'(L)1 15.7 505'09'0/ w 104.24 I 1 1 (H) obi 22 1 1 41,,593 SF 21 I I 9` - L I I 33,071 Sf' II 1 1 (0.95 ACRES) I I L54 / 1 L50 (0.76 ACRES) �1/H 350.79 L - - - -I �- 78.73 I 14.00'(H) - - -18.1 1,n Z.0 III �./, r_10. 50. CURVE TABLE CURVE I LENGTH RADIUS BUILDING CHORD Cl 290.59 228.00 NOT IN 7141S APR" I N322124T 171.32 C2 20.27 53.00 AWNING LOT 18 55,787 SF (1.28 ACRES) LOT 19 107,466 SF (2.47 ACRES) PINE II II III LdT19" I ISI h 72,112 SF L IFi (1.66 ACRES) I II I `ry--5250 L47 lszso .4 ---- -- I I II I III II j III 0.9 _ _ S05'09'01'W 546.63 146.63 55.0011 sl � II I li i ii jai e I LIST 20- 230,943 0230,943 SF I I q (5.30 ACRES) 6.00'(B)�11� j 10.00'(I III / I P II VARIABLE WIDTH(N) / 1/11 1 111 } � I� I 6.00'(6)--ilt / / f I� C14 I I 505'09.01119800 15 L52 ---C13 D I 11 �s 1,29.4 l10.00'(L)1 15.7 505'09'0/ w 104.24 I 1 1 (H) obi 22 1 1 41,,593 SF 21 I I 9` - L I I 33,071 Sf' II 1 1 (0.95 ACRES) I I L54 / 1 L50 (0.76 ACRES) �1/H 350.79 L - - - -I �- 78.73 I 14.00'(H) - - -18.1 1,n Z.0 III �./, r_10. 50. CURVE TABLE CURVE I LENGTH RADIUS DELTA CHORD Cl 290.59 228.00 73'01'29" N322124T 171.32 C2 20.27 53.00 21'5431" N16'06'17'E, 20.14 03 48.56 127.00 21'5432" S16'06'17W, 48.27 C4 20.40 40.00 29'13'35" S19'05'48W, 20.18 C5 11.62 127.00 05'1432" 50702'33', 11.62 C6 169.47 2917.79 03'1940" S0714'331E, 169.44 C7 248.05 2904.79 04'53'34" SO9'I 24798 C8 83.78 80.00 6900'00' S35'09'01', 80.00 C9 59.23 80.00 42'2525' 526'214311l 57.89 CIO 24.54 80.00 171 S5821'43', 24.45 C11 83.78 80.00 6900'00' N35.09.01t 80.00 C12 62.83 40.00 1 90'00100' S39'I 56.57 C13 45.80 200.00 1 13'07'16' N10'24'37W, 45.70 9.5 IL 30 n 320' CURIE TABLE CURVE I LENGTH RADIUS DELTA CHORD C14 63.70 100.00 36'30'00' S/3'05'59E, 62.63 C15 31.42 20.00 90'00'00" S5909'011W, 28.28 C16 43.28 40.00 61'5951" 112825'1 41.20 C17 26.58 100.00 15'13'38" N10'1141E, 26.50 C18 17.23 10.00 984157" S54R959w, 15.17 C19 39.27 25.00 90'0900' N5909'0I'E, 35.36 C20 6.28 4.00 917001 S50'09DIX 5.66 C21 6.28 4.00 9900'00" NJ950'59W, 5.66 C22 23.56 15.00 90'001 S50'09'01 W, 21.21 C23 281.62 275.00 5840'27' N25'15'54 E. 269.47 C24 53.87 28.00 110'14'15' S51'0248'W, 45.94 C25 96.86 215.00 25'48'47" 58844'2877, 96.04 C26 18.38 41.00 25'41'15' N8648'13', 18.2J NOTES 1. THERE IS NO PROPOSED STREET LIGHTING AS A PART OF THIS APPLICATION. 2. DETAILED UTILITY MAPPING WAS NOT PERFORMED AS THE SITE IS ALREADY BUILT OUT. THERE ARE NO NEW OR PROPOSED CONNECTIONS TO ANY EXISTING FACILITY. 3. NO GRADING CHANGES OR NEW BUILDINGS ARE PROPOSED. 4. CONVERSATIONS WITH SUB ELECTRIC AND SUB WATER ARE UNDERWAY REGARDING THBR INTEREST IN REVISING THEIR EASEMENTS. CONVERS47IONS WITH EWES ARE UNDERWAY REGARDING COMPLETION OF THEIR EASEMENT VACATION PROCESS STARTED IN 1991. THESE CONVERSATIONS WILL BE COMPLETED AND ADDRESSED AS NECESSARY PRIOR TO RECORDING OF THE FINAL PIAT. 5. SINCE THE SITE IS FULLY BUILT OUT AND NO NEW IMPROVEMENTS OR FACILITIES ARE PROPOSED, TOPO DATA OTHER THAN BUILDINGS, IS NOT SHOWN HERE TO IMPROVE DRAWING CLARITY. Loop WAY WIDTH) DETAIL 1 SCALE: 1"I UNE TABLE UNE I DIRECTION LENGTH L1 N21'0923w 53.93 L2 N0452'19*E 4.85 L3 N21'09'23' 53.97 L4 N87*50'2277 80.26 L5 N81'58$3E 80.78 L6 N04'S75977 10.10 L7 S84'51'1977 4.00 L8 M05`0910177 10.00 L9 N23'494577 24.98 L10 N05'09'01"E 91.29 L11 N272835W 46.37 L12 533'4235' 14.40 L13 SO4'29'OOW 113.43 L14 SOY4859W 73.23 L15 S0955'13W 4190 L16 S01'15'06W 94.59 L17 N8605'3777 4.00 L18 N04'00'17W 10.01 L19 1,114'34'31E 24.98 L20 N05'32'09' 93.25 L21 N39'35'14W 46.13 L22 S85'07'41E 2.41 L23 S0452'19W 19.43 L24 N84'50'59' 19.68 L25 N05'09*01E 43.00 L26 N84'S0'59' 31.00 L27 N84'50'59' 9.00 L28 S0809'01' 42.50 L29 N84'S0'59' 49.00 L30 N84'50'59' 25.00 L31 N84'50'59' 25.00 L31 N84'50'59W 18.00 L33 SO5,09'01 W 95.50 L34 N84'S0.59' 50.00 L35 N84'50'59W 20.50 L36 N84'S0'59' 77.00 L37 N84'50'59' 94.00 L38 S0809'01 W 65.00 L39 N84'50'59W 3.50 L40 S05'09'o1w 2.00 L41 N84'S0.59' 25.00 L42 SOF09'01' 78.00 L43 N84'50'59' 52.00 L44 S05'09'01w 74.00 UNE TABU: UNE I DIRECTION LENGTH L45 S05'09'011V 71.00 L46 N84'50'59W 49.00 L47 S05'09'01'W 1.00 L48 584'50'5977 14.00 L49 SOS'09b1' 15.42 L50 N0809.01E 6.14 L51 S84'50'S977 126.92 L52 NOYSO'59w 86.00 L53 584'505977 40.00 L54 N05'09.01E 6.42 L55 584'50'5977 17.82 L56 584'505977 82.55 L57 N84'50'59.W 103.00 L58 S05'09'01W 22.00 L59 505109101' J1.50 L60 N84'50'59W 28.50 L61 S05'09'01W 43.00 L62 N84'S0'59W 14.00 L63 584'50'5977 80.00 L64 584'50'5977 54.00 L65 S05'09'OIW 19.00 L66 584'50'5977 26.00 L67 584'505977 33.00 L68 N35009101 `E 23.00 L69 554'50'5977 50.00 L70 S35'09'01' 4.50 L71 554'50'5977 26.50 L72 S35'09'OI W 23.50 L73 S35-09'01' 20.00 L74 554'505977 14.00 L75 S05'09'01W 70.74 L76 502'34'51' 24.85 L77 N3O`I 68.00 L78 559'24'5977 53.78 L79 S05'09'OIW 49.50 L80 111 45.00 L81 N0809.01E 72.00 L82 NfT4'50'59W 17.00 L83 505'09'01' 14.00 L84 584'50'5977 48.00 L95 S05'09'01W 14.00 L86 N0809'01 E 5.00 L87 NW32'09W 5.94 L88 SOV58.4477 18.53 9'ranch ENGINEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEn9ineering.com Springfield OR I Albany OR W#69162PE 'r DIGITALLY SIGNED OREGONe 9N�4RY 10, EXPIRES: DECEMBER 30, 2021 project title: REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30. 2007 RENEE CLOUGH 69162LS EXPIRES, December 30. 2021 revisions: date: MAY 1 1 , 2021 drawn by: AWMS designer: RC project no: 21-035 LAND DIVISION TENTATIVE PLAN sheet. 3