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HomeMy WebLinkAboutPlat, PLA APPLICANT 11/24/2020D ♦ LANDSCAPE ARCHITECTS + 84 t' RICW A9. SATRE U OREGON W 3/1/1982 � ©ate ©escrip&m tu �_ 0 I- LU u =:� � o OlN « LL- >_ U- io TA m .J Z Oc Z z� ja o Z IL p< W a LU CLOD oo� OW >-IQ15wV- Lu CL LU 0(0 a =EUQ " 10- Q0za��: E N coo Ix uau"'an`z o. �r m tu}-13CDZ XUajLUW cf) O UJ z J m co � Qis 0 mj Z Y Z �c uj < pmO �- J�m 0 LL © o=m 4i o dLu atai!Zd a CN o40 z°�a maw � y its 46V wwom�'WF Z�iva0.U.tfj Zmt�=zZOm Qt CL Ir u W- ul �+ 4t @ =>w 03:w< zX: O 4w LU 1— CL 'aOZz,na< c~YY 84 t' RICW A9. SATRE U OREGON W 3/1/1982 � N SCALE 1" = 30' - 0" V 15, 30' 60' Revisions # ©ate ©escrip&m u OlN m .J Z z� LU CLOD Lu CL ,�Q a 0 Qd E ELS �C m cf) O UJ z J m d.' 0 mj Z Y Z O cl W J�m 0 LL © Z an mi o it 0. W N SCALE 1" = 30' - 0" V 15, 30' 60' Revisions # ©ate ©escrip&m z� LU CLOD CL ,�Q a 0 Qd E 2 m IL o v o a ral u a a U u c LPP L A 2 c C, C I EXISTING TL 1600 BENCHMARK OWNER: CITY OF koo / EUGENE (P LINE # DIRECTION LENGTH Ll S3*n!34"E 3.06 166-92 398.83 023-5818- W23 -W40 -W, 1M71 C2 166-92 398.83 0230SW48* N23OW40"W. 165.71 C3 46.80 398.83 006*432T NW153M, 46.77 TELEPHONE VAULT ME UNKNOWN VAULT =71 TELEPHONE RISER =V1411111 I WATER METER Av SIGN CONCRETE E,".: GRAVEL it zea N 10' ODOT SLOPE EASEMENT REEL 283D INST 39389 tit It tk it IT EXISTING TL 2001 !N u 4 w do 6 SS —8- S—s- _q ss SS j SSB" - SS-D---fSS SS 4�1 ss NUGGETW Y 2V x 2V US WEST (LOCAL STREET) 71 COMMUNICATIONS I I --- GAS 7' PUE G; A 11 S EXIST ING EASEMENT (TO REMAIN) GAS GAS kGA� GAS G A�, GAS GAS GAS GAS G 23 TL 1700 Gi H; (E)OH�ht_i -57`29-W _2_2 H :77 7z- _77-1, S89 446 It US WEST It 'ZI 20.00' x 20.00' tl IV ODOT SLOPE EAS PONS EASEMEW EME�,ff COMMUNICA it 1, D INST 33161 REEL 280 lit /4- 9�N AA 4�1 G Gi iti it JE it GO t OWNER: WILDISH INDUSTRIAL DEVELOPMENT CORP. A SERIAL 2 ADJUSTED > 7L 500 -70 116,818 SF it Z68AC q SERIAL 3 ADJUSTED o TL 500 it kIN 116,818 SF It 7, I 2.68 AC IV ODOT SLOE EASEMENT REEL 278D INST 30329 ELEVATIONS ARE BASED ON RTK GPS OBSERVATIONS TAKEN ON JAN. 28, 2020 USING THE OREGON REAL-TIME GEODETIC G-11 NETWORK AND GEOID 12A(NAVD88) 1W ODOT SLOPE EASEMENT REEL 285D INST 18823 it 4It NOTES 'T 1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND, W N89*37 *W 362.20 AS BUILT DRAWINGS AND UTILITY LOCATE 0 MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. it 0 Y 7Y, Zt, 2. ALL DISTANCES SHOWN ARE IN FEET_ I fl, SAS 1�� ACCESS EASEMENT JOINT USE TO BE TERMINATED 3. 6- HIGH PRESSURE (400 PSI) GAS MAIN. NW` NATURAL STANDBY MONITOR REQUIRED FOR ANY CONSTRUCTION WITHIN 5 FEET. 4. THE TITLE REPORT IDENTIFIES ADDITIONAL it RESTRICTIONS BEYOND THOSE SHOWN HERE. EXICTINGF a, EASEMENTS, RESERVATIONS AND REFER TO THE "TITLE REPORT EXCEPTION 200 ANALYSIS" FOR DETAILS. it It TITLE REPORT EXCEPTION NOTES Y', tv ACCt,48S, D 1. THE RIGHTS UNDER THIS EASEMENT WERE TRANSFERRED TO SUB ELECTRIC THE RIGHTS UNDER THIS EASEMENT WERE TRANSFERRED TO SUB ELECTRIC WHEN THE OWNER: WILDISH INDUSTRIAL DEVELOPMENT CORP. FACILITIES IN THIS AREA WERE TRANSFERRED. DAN NORLAND AT SUB HAS AGREED THAT THIS EASEMENT SERIAL 2 ADJUSTED QUALIFIES FOR VACATION THROUGH SUB!S DISCLAIMER TL 700 AND RELEASE OF INTEREST PROCESS. THAT PROCESS IS 67,167 SF UNDERWAY. L IL 1.54AC ,SERIAL 2. NOT ALL DOCUMENTS IN THE TITLE REPORT ARE SHOWN 3 ADJUSTED HEREON. THE TITLE NOT ALL DOCUMENTS IN THE TITLE A TL 700 REPORT ARE SHOWN HEREON. THE TITLE REPORT IF ENCOMPASSES ALL OF TAX LOT 1200; THEREFORE MANY 75,202 SF OF THE DOCUMENTS ARE OUTSIDE THE BOUNDARIES OF 1.73 AC THE DEVELOPMENT AREA. OTHER DOCUMENTS ARE NOT SHOWN BECAUSE IT IS EXPECTED THEY WILL BE VOIDED WHEN THE CITY TRANSFERS PART OF TAX LOT 1200 INTO PRIVATE OWNERSHIP. SEE THE'TITLE REPORT T, EXCEPTION ANALYSIS" DATED MARCH 27, 2020 FOR A -k.: f/ DETAILED DISCUSSION OF EACH DOCUMENT - 3. THE TITLE REPORT IDENTIFIED FOUR BLANKET V EASEMENTS TO MOUNTAIN STATES THE TITLE REPORT IDENTIFIED FOUR BLANKET EASEMENTS TO MOUNTAIN PRIVATE STORM DRAINAGE EASEMENT STATES POWER WHICH MAY OR MAY NOT APPLY TO THE JOINT USE BY TLs 200, 500 & 700 SITE. SEE THE "TITLE REPORT EXCEPTION ANALYSIS` DATED MARCH 27, 2020 FOR A DETAILED DISCUSSION OF EACH DOCUMENT. LINE TABLE LINE # DIRECTION LENGTH Ll S3*n!34"E 3.06 2 449 - CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD C1 166-92 398.83 023-5818- W23 -W40 -W, 1M71 C2 166-92 398.83 0230SW48* N23OW40"W. 165.71 C3 46.80 398.83 006*432T NW153M, 46.77 S89 37'38'E 359.49 4W -W ESTIMATED TL 1200 LOT LINE TL 1200 CONTINUES IV ODOT SLOPE EASEMENT REEL 283D INST 3938(9 -03-03-14, LOTS 500 AND 700 Tax Map: 18 -A % Tax Map: 18-03-03-40, LOT 1200 OWNE-11 _CjTYOP 4 ROW CITY OF SPRINGFIELD SERIAL 2 ADJUSTED TL 1200 139,472 SF 3.20 AC SERIAL 3 ADJUSTED TL 1200 133,647 SF 3.07 AC m LEGEND PROPERTY BOUNDARY (EXISTING) PROPERTY BOUNDARY (ADJUSTED) EASEMENT BOUNDARY CURB EDGE OF ASPHALT EXISTING VCOINTOURS RAILROAD TRACK CENTERLINE _�=)OHW----- WASTEWATER MANHOLE -- POWER POLE WITH GUY WIRE �E_ _- STORM DRAIN MANHOLE CATCH BASIN CURB INLET 10- TRANSFORMER TELEPHONE VAULT ME UNKNOWN VAULT =71 TELEPHONE RISER =V1411111 I WATER METER Av SIGN CONCRETE E,".: GRAVEL PROPERTY BOUNDARY (EXISTING) PROPERTY BOUNDARY (ADJUSTED) EASEMENT BOUNDARY SERIAL 3 MOVES THE ENTIRE EASTERLY BOUNDARY OF TAX LOT 700 TO ENCOMPASS PART OF TAX LOT 1200 (McVAY HIGHWAY ROW OWNED BY THE CITY OF SPRINGFIELD) NOTES. 1. THERE ARE NO STRUCTURES ON THE PROPERTY 2. PARCEL OWNERSHIP AS NOTED ON THE PLAN ROW CENTERLINE SANITARY SEWER LINE STORM DRAIN LINE WATER LINE _�=)OHW----- OVERHEAD POWER LINE -- GAS GAS LINE �E_ _- UNDERGROUND TELEPHONE LINE UNKNOWN UTILITY LIKELY MONITORING WELL 10- FIRE HYDRANT (FH) SERIAL 3 MOVES THE ENTIRE EASTERLY BOUNDARY OF TAX LOT 700 TO ENCOMPASS PART OF TAX LOT 1200 (McVAY HIGHWAY ROW OWNED BY THE CITY OF SPRINGFIELD) NOTES. 1. THERE ARE NO STRUCTURES ON THE PROPERTY 2. PARCEL OWNERSHIP AS NOTED ON THE PLAN c3 ni i RIM: 44&88 6" FL (N): 445.20 a ; 3s` z L jit Y�x7Y`;?�}>';'v'...syf�f rri.i x WW MH -j r,.} r z 9 TT r t. S�& *so � 1 RIM: 444:71 ° �� ,,.:. _ .__ ,�. hx_ �.� ur� _� �_� .-� £K:, ,� � s 8" FL (E): 43534 NUGGET' WAY€ 6" FL (N): 43533'(E)WW-PAVE _ WW MH >, ` ' WW MHE 1�rt��, ;(PAVE WIDTH. 38 FEET) �: X, � �, ft °3 � r �i� ,d} r I k}: , �_ �; f� � �; ,z RIM: 445 # � 8- FL )- 435.33 � yd ,, It �, � �, _ > � t - .: ___ f ` R/M. 448.88 ROW WID7Ff. 60 Y F s M 4 .k 8" FL (W). 43583 8" FL (NE): 435.58 4.....,.,z, v-----(8" �F.aL-- --("E's ): 435.84 8!FL (SIV). 43564® 8 F (S): 435.97 EXISTKNG 7' PUE 2 (1_=E)G(EG (Er(E_'G-(E)(- ();N89r) t -(E - z:k - s - .1 - < (;F )O< ";. IR: s i t r , x 3 a Q h� C" % 1 Q"� �� ` 5D =-•-- 24 EXISTING 20'x20' US WEST S5� ��23 r COMMUNICATIONS EA�NT f j f { S�..- s i .,...® -► PROPOSED 96 f i} 10' Pt1E kb cl) o _ j i 4 u i f w 4 '"s PROPOSED VARIABLE WIDTH STORWATER DRAINAGE AND TREATMENT EASEMENT i IE M f t_� PROPOSED 7'NffARY�� SEWER EASEMENT .. _ __ m TAX LOT 5W i v ii AREA BEFORE: 95,936 SF (220 ACRES) AREA *Ti 114,284 SF (2.62 ACRES) W W $} W_ W O s i i, W --r-- W65 f `, ii N PR E PD?MITTED W EW PROPERTY LIN S7RUC7t1RE 1 io EXISIING 7' PUE C w S ,� WW d v t i V n 157 G ii 113 e Ito 23, 464 A L♦ -- _ _ -- . _ ._ _ .--__ _ ____ _ _ _ _ -. _ _ _ -_ _ _ ____ _ _ -- _ .-- _ _ ___ _-_ ..- _ -_ . _ _ -pw SW38T 36220 i L , art, IM copyright 0 2012 Branch Engineering, Inc. WW MH RIM: 450.02 E G-- \-j G�i WW MH r (� RIM: 447.5 ' 8# FL (N): 437.02 8" FL (s): 437.08 1 WW MH ' ' RIM: 447.73 i -w 18'° FL (N): 434.79 I _ ' 18'° FL (S): 434.88 s 24 i:!E .{ f i i i � J i CD WW MH RIM: 44&41 18" FL (N). 434.94 18" FL (S): 435.01 it t l � x ;-tet 'i a � i G } s SO MH RIM: 44826 i 6" FL (S): 446.09 :_�) LJ R CB RIM: 448.10 6" FL (N): 445.44 5 0 WW MH RIM: 449.09 s i 4 0 ��1� :._ 1 0 j z} } CURE TABLE CURE LENG7H EXISTING LOT LINE --- ---- -- OLD LOT LINE C1 ADJUSTED LOT LINE 44183 AOJOINER PROPERTY LINE N21106'01W, 247.30 STRUCTURE 213.72 OF ASPHALT 30'42'11" N20'1459"W. 211.17 C3 EDGE OF CONCRETE WW NEW SANITARY LINE -(E)WW- EXISTING SANITARY LINE 166.92 EXISTING SANITARY MANHOLE W NEW WATER LINE (E) W EXISTING WATER LINE WR NEW WATER METER EXISTING FIRE HYDR4NT EXISTING WATER VALVE KMI EXISTING WATER METER SD NEW STORMWATER LINE 10 NEW CATCH BASIN OR INLET §S�D EXISTING STORMWATER MANHOLE ffiq EXISTING CATCH BASIN EXISTING CURB INLET P EXISTING GAS LINE E NEW UNDERGROUND POWER LINE U NEW UNDERGROUND UTILITY LINE kt EXISTING OVER HEAD WIRE �-' EXISTING UTILITY POLE BUS BUS STOP CURE TABLE CURE LENG7H RADIUS DELTA CHORD C1 250.63 44183 32`2542" N21106'01W, 247.30 C2 213.72 39883 30'42'11" N20'1459"W. 211.17 C3 4&80 398.83 06'43'23" N08'15'35"w, 46.77 C4 166.92 1 398.83 23`58'48" N23'36'40N, 165.71 UNE TABLE LINE DIRECTION LENGTH Ll N0339'J4-V 3.06 L2 S00'05'01IE 12.00 i/WNE11r & iii Pili CAI N i i WILDISH INDUSTRIAL DEVELOPMENT CORP. PO BOX 40310 EUGENE; OREGON 97404 SM RWOR ATION: ADDRESS: TAX MAP: 18-03-03-14 TAX LOTS: 500 & 700 5000 FRANKLIN BLVD (TL 500) EUGENE, OREGON 97405 ZG.N WG: EMPLOYMENT MU (GLENWOOD) TRO PL" DESIGN477O i MU - MIXED USE NOTES: 1. SUB ELECTRIC DESIGN FOR PERMCtTED STRUCTURE NOT YET COMPLETE ANY EASEMENT SUB DETERMINES TO BE NECESSARY WILL BE PROVIDED AS PART OF THAT PROCESS iz E"l I 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Eng ineering.com Springfield OR I Albany OR REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30. 2007 RENEE CLOUGH 69162LS EXPIRES= December 30, 2021 project title: M 6L 0 0 revisions: date: NOV, 2, 2020 drawn by: AWMS designer: RC project no: 19-577 TENTATIVE PLA sheet: w 1 L W 2111101111 t/1 � o Mon 0 o � Q Z Ca 0W o � Ln Z Q -� V o � J Q CL qq- UJ an 0 MJI j � � O ca Ce > MZ0 0 ~ . J � z °C Q � ��O Z ho z W- Wu Vi� �i�nw revisions: date: NOV, 2, 2020 drawn by: AWMS designer: RC project no: 19-577 TENTATIVE PLA sheet: C1 RIM: 44688 6" FL (N): 445.20 2 1 (3 -bi'i A -J 3, F WIN MH (E h- ---------------- I- i F r..�- j'£'f. ,..�.;-. ts& Et.../�zr�' J; .»-;� %'-'f tt� r. J--------------------- -------------------- RIM: 44,C 71 8of - FL (E).- 43534 NUGGff WAY WW` MH n 6- FL (N).- 435.33 Ent JPAVE *7DTH. -48 WIV MH i1 m i--)Ww (E`WW -(E)WW----1EtWW -'F�ww ___4_ "ENWRIM.- 448-86 )WW 8- FL (W).- 435.33 (ROW *107H.- 60 FEET} (W).- 435.83 vq' RIM: 445. 11 fl�­ I- "'N 8FL 8- FL (E).- 435.84 8- FL (NE).- 43&56 N89*5729T J32.22 8- FL (SW).- 435.64 8" FL .97 )G (E) G 07 --- - - ---- - - - - -- - - - - - - - - - - - - - - - - - 271.06- - - - - - - - - - - - Y -61.16- fF (F�OHW- 41, (E 3: ST8X1815j 124.52 LJ - D 24 4�O .4, DWING 20'x20' US WEST SD \4 I ", - M _dl i 'b - - I NT COMMUNICARONS FA"E C19 .4 E DD- rr NEW PROPER`TY LINE l SD' ' SD 10PUE ? 9 DEDICATED IN MC f PLA 1 OF 3 82 ,mac 3 !'4 r CI VARIABLE WIDTH S70MARR DRAINAGE AND 7WAIENT EASEMENT Q?M" IN PIA I OF .3 ca 74 TAX L" &V AREA BEFORE 114,284 SF (2.62 ACRES) 0 AREA *S 116,818 SF (2.68 ACRES) EUSIXG PUE--1J X 7SANITARY SEWER C EASEMENT GRANTED,, -., N IN PLA I OF 3 0 3 :x W W W S\ W AM -65 W C") C) J?Mff TED PE) PROPOSED VARIABLE WIDTH PUBLIC STRUCTURE 411. WASTEWATER AND GAS EASEMENT 16 W_ 0 NEW PROPERTY LINE 0 (COD a. ------OLD PROPERTY LINE F QMH -RMU. 44Z52 copyright 0 2012 Branch Engineering, Inc. 0 1� WW MH RIM: 450.02 0 0 x. 8- FL 437.02 1 EXISTING 322 JOINT__J (E)G _(FrG- E) G " . USE ACCESS EASEMENT 8FL (S): 43708 TO BE TERMINATED VARIABLE WIDTH STORWA7ER DRAINAGE AND TREA7MENT EASEMENTW GRANTED IN PLA I OF J d V. 5Dtt WW MH RIM: 447.73 -S SDSD D -SD -SD -SD D- -- --SD-SD-SD SW54' 80.861, 18- FL (N).- 434.79 IT 434.88 45.56 18" FL (S). L S89'54'59V 266.47 124 'tom 1 WW MH RIM.- 448.41 18" F1_ (K).- 434.94 18- Fl- (s): 435.01 OWNER & APPMCANT.- WILDISH INDUST REAL DEVELOPMENT CORP. PO BOX 40330 EUGENE, OREGON 97404 SIM RVORMATION.- ADDRESS: TAX AMR 18-03-03-14 TAX LOTS: 500 & 1200 5000 FRANKLIN BLVD (7L 500) EUGENE; OREGON 97405 ZONING: EMPLOYMENT MU (GLENWOOD) JITMO PLAN DESIGNA77ON MU - MIXED USE NOTES: 1. So ELECTRIC DESIGN FOR PERMITTED SIRUC7URE NOT YET COMPLETE. ANY EASEMENT SUB DETERMINES TO BE NECES5ARY WILL BE PROVIDED AS PART OF THAT PROCESS. VLF7 EXIS71NG LOT LINE OLD LOT LINE ADJUSTED LOT LINE ADJOINER PROPERTY LINE STRUCTURE EDGE OF ASPHALT CURB SO MH RIM: 44&26 6- FL (S).- 446.09 CB RIM: 44810 - 6 FL (N).- 445.44 MH RIM: 449.09 0 :E 0 CURVE TABLE rA.#VF- OF LIVIVIAW-Ir- W_ NEW SANffARY LINE -(E)WW EXISTING SANITARY LINE Cl EXISTING SANITARY MANHOLE W NEW WATER LINE L EXISTING WATER LINE WMI NEW WATER METER S70*56*43*E D(IS71NGnRE HYDRANT >< E)(JS11NG WATER VALVE RR EXISTING WATER METER -SD- NEW STORMWATER LINE M M NEW CATCH BASIN OR INLET SOD EXISTING STORMWA7ER MANHOLE SW03'491E D(ISTING CATCH BASIN EXISTING CURB INLET EXISTING GAS LINE E NEW UNDERGROUND POWER LINE U NEW UNDERGROUND UTILITY LINE -(\F)")HW- EXISTING OVER HEAD WIRE -0-1 EXISTING UTILITY POLE BSS B7 E BUS STOP SO MH RIM: 44&26 6- FL (S).- 446.09 CB RIM: 44810 - 6 FL (N).- 445.44 MH RIM: 449.09 0 :E 0 CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD Cl 250.63 442.83 32*25**42" N21*0644V, 247.30 UNE TAKE LINE # DIRECTION LENGTH Ll NO3*39*34V 3.06 L2 S00'05'01 "E 12.00 LJ SWOXWE 25.74 L4 S70*56*43*E 22.63 L5 S61150`131E 9.72 L6 S51#21'531E 8.94 U S12*O7'26*E 9.44 L8 SW03'491E 45.88 NUGGET WAY I TAX LOT DETAIL SC4LE: R ra c ,cinir, 4-0 GINEERING= Since 1977 civil * transportation structural * geotechnical SURVEYING 310 Sth Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Albany OR rREGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30, 2007 RENEE CLOUGH 69162LS EXPIRES: December 30. 2021 project title: revisions: date: NOV. 29 2020 drawn by: AWMS designer: RC project no: 19-577 TENTATIVE PLA sheet IM -CI RIM.- 44686 6- FL (N).- 445-20 x 32) -M, E)""I'v' P k -/E) TID (E) WW Afff - - - - - - - ----- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - ---- - - - - - - - RIM.- 444.71 NUGGRT WAY 8- FL (E).- 435.34 (PAVE WDIH 38 FEET) WIV MH 6" FL (N).- 435.33 P M (ROW WIDTH: 60 FEET) � 71 Q ww_ ��:-\ww (F) A RIM: 448.88 1w J -'�_-Jww_ '(FE)mw ww-(E_')ww-(F)ww WW MH a" rz twi. ATS; I RIM: 445.11 8- FL (NE).- 435.58 _315 8" FL (SIV).- 435-64 E E (37 5"\ 3 o 7 x IR A IN PLA 1 OF 3 copyright (D 2012 Branch Engineering, Inc. 8- FL (W).- 435.85 t it 8- FL (E).- 435-84 8- FL 435.97 SO MH RIM: 448.26 6- FL (S).- 446.09 WW MH WW MH RIM: 447.73 RIM.- 449.09 18- FL (N).- 434.79 18- FL (S). 434.88 )POSED VARIABLE WIDTH PUBLICO STEW47ER AND W EASEMENT NEW PROPERTY LINE CB RIM: 448.10 6- FL (N): 445.44 CURVE TAME CURVE LENGTH RADIUS DELTA CHORD C1 250.63 442.83 32*2542" N21*0644"W, 247.30 C2 213.72 398.83 30-42-11 - N20 -1459-W, 211.17 OVIOR & APPLICANT: WILDISH INDUSTRI41. DEVELOPMENT CORP. PO BOX 40310 EUGENE, OREGON 97404 SUR INFORMATION: ADDRESS: TAX AMP: 18-03-03-14 TAX LOTS: 700 & 1200 ZONING: EMPLOYMENT MU(GLENWOOD) JWTRO PIAN DESIGNATION MU - MIXED USE UNE TABLE EXISTING LOT LINE DIRECTION OLD LOT LINE L2 ADJUSTED LOT LINE 12.00 ADJOIND? PROPERTY LINE S84*03'350E EDGE OF ASPHALT L4 CURB E)WW EXIS17NG SANITARY LINE S6 1 *50'1 J"E EXISTING SANITARY MANHOLE W NEW WATER LINE 8.94 EXISTING WATER LINE RR NEW W47V? METER 0 EXISTING FIRE HYDRANT >< EXISTING W47FJ? VALVE R9 EXISTING WATER METER -----SD NEW STORUWATER LINE 0 NEW CATCH BASIN OR INLET EXISTING STORMWATER MANHOLE EXISIING CATCH BASIN EXISTING CURB INLET (E)G- EXISTING GAS LINE E NEW UNDERGROUND POWER LINE U NEW UNDERGROUND UTILITY LINE (E) 0 H V%`-- EXISTING OVER HEW WIRE C)W o EXISTING U7XffY POLE IBUS BUS STOP UNE TABLE LINE DIRECTION LENGTH L2 S00'05'01 0E 12.00 Li S84*03'350E 25.74 L4 S70*56430E 22.0 L5 S6 1 *50'1 J"E 9.72 L6 S51*21'53"E 8.94 L7 S12*07'26"E 9.44 0 S05103"491E 45.W MGGrf WAY I TAX LOT DETAIL SME- 1'500' 1 ENfG I VEERING.= Since 1977 civil * transportation structural o geotechnical SURVEYING 310 Sth Street Springfield, OR 97477 p: 541.746.0637 www.8ranchEngineering.com Springfield OR I Albany OR REGISTERED PROFESSIONAL I LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30, 2007 RENEE CLOUGH 69162LS EXPIRES: December 30. 2021 project title: revisions: date: NOV. 2, 2020 drawn by: AWMS designer: RC project no: 19-577 TENTATIVE PLA sheet: 3 z W tA 0 0 ao C)W o z ILA JQ 0 >wV x < W Q f' C) 4q. Ow 0 W ce > mo z 0 10 0 U Lu Q '- pJ CdZ 2Z Lu UJ UJ XU U.Jaa tA Fm �- < Lu = revisions: date: NOV. 2, 2020 drawn by: AWMS designer: RC project no: 19-577 TENTATIVE PLA sheet: 3