|
SE1/4 SE1/4 SEC. 18,TWP. 28 N., RGE. 5 E.,W.M.
<br /> 18
<br /> V\ 17
<br /> CALCULATED PER 81 J
<br /> D Q MERIDIAN
<br /> WASHI- y EPOCH)PER GNSATEPLAUR COORDINATE SYSTEM,NORTIONS FROM THE FOOT(N4D WASHINGTON
<br /> 3,20112010.00
<br /> STAEREFREN
<br /> 1 3 EPOCH)FEfl GNSS MEASUREMENTS WITH CORRECTIONS FROM HE WASHING7W STATE REFERENCE
<br /> NETNOBN.
<br /> CB#5097,TYPE IfSUL V G VERTICAL DATUM z
<br /> HIM EL=48181 -
<br /> L •I"' ,O�,�O 12 PVC(ItfllE-478.71 9 (�[�' NAVE 88 PER GNSS MEASUREMENTS WITH CORREC71ONS FROM THE WASHINGTON STATE REFERENCE (n
<br /> SCALE: 1 = 30' 36"COHC(E)IE=474.78 NORTH WEST CORNER b� �QOW CB#5516,TYPE I NETWORK.
<br /> .I WOONC(S)IE=474.67
<br /> SOUHWEST APFENCE a FENCE IS0.9'SOUIH �tP'if LJ p 0� NIMEL=4B4.5D s BENCHMARKS w
<br /> •NbATH LINE OF THE SOUTH „O SOUTH NORTH
<br /> T OFLINE OF LINE CELL TOWER SW CORNEfl OF EAVES gdga ?SpI' a o 09 8"CONC(E)IE=480.83 S CB#5517,TYPE II
<br /> LEGEND 1 09�� 8IMECDADIE 3 TBM-A
<br /> 416.03'OF HE N7/2 SE7/4 A FENCE IS ON LINE IS 0.5'NOATH OF LINE ��,,00 g� SE CORNEA OF RAVE OVERHEAD
<br /> 1 a pA6-' -FENC ANGLE �Ou 8"CONC(W)IE-COULD NOTE SET LARGE MAG NAIL AND RED CAP IN SEAM OF WALK WEST SIDE HWY 527 AT NORTH SIDE DRIVEWAY
<br /> E114 SECTION I8-28-5E \ \ \ POIN ON p IS 0.5'NORTH OF LINE SS f2"CONC(S)IE=478.35 TO SKATE DECK(TRAV 600) g
<br /> / ❑ CATCH BASIN FENCE 151A' ) \ J LINE BUILDING OVERHANG CB#5166,TYPEI IS DO ELEV.=48fi,08'
<br /> W OF LINE •LL••• N F Z 5g, 05'NOeTH 0 LINE RIM=484.18 g
<br /> ® CATCH BASIN TYPE 2 -'• / / N87°58'11"W450.61 = TBM-B
<br /> ONCR ERE7AINING WALL PA SET REBAR AND CONTROL CA(APPROXIMATELY 16 SOUTHWEST OF CONCRETE WALK AND 6'NOflTH 3
<br /> / 'fCC/777/// 7
<br /> / 12 CONC(W)IE(NOT MEAS.) - -- - _-
<br /> // y/ / �` b CYCL NE EN EINC �5.01
<br /> B COMMUNICATIONS RISER a44b / // NDTENOT ND I Sp -- - -I OF NORTH SIDE METAL GATE iRAV 601) n
<br /> Alp �gA / /•��yq % p�EC
<br /> C COMM VAULT hi P ( a�b / "' �p
<br /> '� I Y' / /-ry I CYCLONE FENCE ISO 5'
<br /> NDTES
<br /> CONIFEROUS TREE •,•,•, / a`8 a1 a� ��„ I I �CONC.RETAINING
<br /> V`��� ,v' aF9'� a1 n B#SITS,NPEIW2 (WALL IS 0.8'BOMH SOUTH OF BOUNDARY
<br /> CULVERT U ti � aeba^ p19 /��/ 1 l I 1 CB#5769,TYPEI , 1. A5"ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY.ALL CUIPMENi
<br /> / / b RIMEL=480.93 RIMEL=482.37 OF BOUNDARY HAS MEETS OR MAINTAIN ED IN.G.ACCORDANCE WITH HE MANUFACTURER'S GUIDELINES.ACCURACY
<br /> 4h I (� 1`0 / \ I � I' 8"PVC(NNW E= /12"CONC(E)E=478.29 / MEETS OR EXCEEDS W,A.C.332-130-090.
<br /> 4,
<br /> DECIDUOUS THEE b ^. ) 478.96 36^"CONC(W)IE=475.34
<br /> � •.'.'.'.'.'fir I I i° /� \ I I�' I I I � I
<br /> S ENO NOT FOUND / � EVE lYP ALL RILE INFORMATION SHOWN ON THIS SURVEY WAS EXTRACTED FROM CHICAGO TITLE
<br /> A FIRE HYDRANT .'. (1 I II III ` I I I o II I COMPANY COMMITMENT NUMBER 500115605,DATED FEBRUARY 22NO,2021 AND COMMITMENT 9yy pBA,
<br /> 1 0 GAS METER ••• {/� /I/III I I I I I I I 7 /a�a S" ^ N0.500118531 OATEO MARCH 8 2021.MEAD GILMAN AND ASSOCIATES HAS CONDUCTED NO 40B 11 X
<br /> .1( pBti 4a INDEPENDENT TITLE RESEARCH AND HAB RELIED WHOLLY ON THE TITLE COME
<br /> �4•Ry q
<br /> (]� GAS VALVE I ,bq '4Bp- 350.Oo' REPRESENTATIONS OFHETITLE'SCONDI710N TO PREPARE THIS SURVEY AND QUALIFIES THE T
<br /> I MAPS ACCURACYAND COMPLETENESS TOTHA7 EXTENT. q
<br /> GUYANCHOR •'• I i I00`O IEISTANCEBERNINI I 1111 I I I AL�g I ° 3, HEINFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON a
<br /> I 11�pg1 LINE STAKE P)�YI I GRAVEL- PIZZA I THE
<br /> DAE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITION ygS y>
<br /> IRRIGATION VALVE •, n")\\\ "1 I I I I ` I SIGN ,� EXISTING A7 THAT TIME.ALL CONTROL INDICATED AS"FOUND"WAS RECOVERED FOR HIS
<br /> ❑ SET 2'XTX24"WHITE STAKE `�,t'•,•.•.•• •••'•'� 1\\ (((```///JAL.��'....��4���JJ1��) IIII I / I I I III I_ o PROJECT ON MARCH i0TH,2021, ]GXAL yANp9=
<br /> W �/ � IIII I / / I III II I I\ q % 4. TOTAL
<br /> TANPROPERTY
<br /> SAREIAREA=2S4R.YSQUARE FEET.
<br /> o MAILBOX \ \\\"'CCC��\ 7�2��202�
<br /> ® POWER METER 5. ALL DISTANCES AAEIN U.S.SUPVEYFEETAND REPPESENTGflOUND MEASUflEMENiS.
<br /> /2 I AL B PIZZA
<br /> -0- POWER POLE ,pY�'0 .p� / ii 1 v B CUTS RIN PAVEMENT,COVERS,,LIDS,ETC.).BASED
<br /> CONTRACTOR SHALLL VERIFY THEXACT RKS,SAW
<br /> FENCE IS 1.0' •• 1,v' 1i4B4 GIN ° 1 LOCATION,ELEVATION,AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. Z
<br /> 1 h © POWER VAULT W OF LINE ••• .•••••.I 1 J// J I I III \ I I O�q�(jg 0 0 0 O OD I a ° 7. WETLANDS WERE FLAGGED BY WETLAND RESOURCES AND LOCATED ON 7/19/2021.
<br /> / r CE#5084,TYPE II
<br /> 0 1 FUN HINT EL-483.04 CW\
<br /> 000 ROCKERY •� /�� I 1.00 /N 72 PVC(N)IE=473.82 / \ W m
<br /> $ I I I``4B2 I 6 6"PVC(E)IE=472.42 SSMH#5518 5
<br /> I SEWER MANHOLE •1 ♦°+ I l I 1 I , �-// - I I 12 PVC(WS%OIE=472.37 ( HINT EL 48615 LEGAL DESCRIPTION G O
<br /> _\ 24"CONC(S)IE 47875
<br /> SIGN •'•'•'-'•'•'_:':`% �'�I`\d� 1�� 1 l \\may '\ ^�� (I I pEC d0 1 24"CONC(N)IE=47B,40 PARCEL (TAX PARCEL N0.280518004030001 w o
<br /> // d \ \ O
<br /> ® STORM DRAIN CLEANOM ts`% ,:.� / \\ f \ I ° ON WALKWAY I A HE SOUTH 416.03 FEET OF THAT PORTION OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE
<br /> // s p 1 SOUTHEAS70UARTER OF SECTION 18,TOWNSHIP 28 NORTH,RANGE 5 EAST OF THE WILLAMETFE
<br /> � s LOADI C n
<br /> PARKING LOT LIGHT 1 \\\\\ RIMEL-475.y5 PA °SV p MBELGIAN,SNOHOMISH COUNTY,WASHINGTON,LYING EASTERLY OF STATE ROAD NO.5;
<br /> •�p10 \ \ 12"PVZ`(NnE= .33 i\
<br /> ® WATER METER 1" /`/�/>VPPROXyL�C,CB flAB-1�PC(EkE)1�4fi2:f9 571 629 FOUND REBAR IN ASPHALTWITH ° 1 M E%CEP7 THE EAS750 FEET HEflEOF; = g
<br /> _ V' '1B4WC(SIfE=47]-47 OMH FACE OF CONCRETE ° Q (n
<br /> D7 WATER VALVE '.I �y`v a'" '7
<br /> ' _`TBM-B BAR POUNDED THROUGH CAP _
<br /> WALL WITH FENCE IS ONLINE / I EXCEPT THE WEST 300 FEET OF THE EAST 350 FEET OF THE NORTH 165 FEET THEREOF;
<br /> •- -•-•-•••I V ///�/� 'LdO� FOONBRED.CAP_'"2 ,ANDS OA'SOUTH OF CORNED n RED
<br /> 1tEBAP0 UDITH OF 00 ER
<br /> W WATER VAULT '.'.' '.'.'. SSDC- -Sp__=_ CB#618,iYPEI ) 60.0 I EXCEPT HESOUTH 15 FEET OF THE NORTH 180 FEET OF THE WEST 180 FEET OF THE EAST 230 FEET
<br /> ,g 12"PVC IE=448.06'. s RIMEL-70,58 ASPHALT 30'ACCESS EASEMENT PER 60.0 "5'0 HEREOF;
<br /> N{ / I ASPHALT 60.0 1;
<br /> WETLAND FUG \ 12"PVC N IE=466.87 AFN 9208130538 1' ,
<br /> P 4' / WALL ` J () a SET NAIL AS LINE m m e o I P W Z
<br /> 12"PVC(W)T_=4SII, _ST p � FEC 1 ° (PURSUANT TO CITY OF EVERETT BOUNDARY LINE ADJUSTMENT NO.11-91 RECORDED UNDER
<br /> ® YARD GRAIN f�� �_l
<br /> A.yII / / \ IY)- AUDITOR'S FILE N0,9711060013 AND RELIED SURVEY RECORDED UNDER AUDITOR'S FILE NO. Q
<br /> CW CONCRETE WALK �CFVC 9111065001,RECORDS OF SNOHOMISH•• .`•• . / - \ FVC PA END NOT FOUND COUNTY WASHINGTON) _
<br /> CP CONCRETE PAD ' I FVC SITUATE IN HE COUNTY OF SNOHOMISH,STATE OF WASHINGTON.
<br /> o -
<br /> DE GLIMPSER ENCLOSURE TYPE'
<br /> II DEC' I I PARCEL B(TAX PARCEL NO.28051800403200) B:
<br /> RIMEL=461:55 I / I S$MH#5514
<br /> RED FACE OF EXTRUDED CURB :•;.[ 2"PVC(W)IE=460.12 / RI EL=486.57 THE WEST FEET OF THE EAST 350 FEET OF HE NORTH 780 FEET OF THE SOUTH 416.03 FEET OF
<br /> 6"PVC(ESE)IE=459.33 .G1� e \ I 8"CONC(N)IE=470.35
<br /> ti ASPHALT THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 78,
<br /> FVC FACE OF VERTICAL CURB •-•y"-• •\ 9 .LfY 6'PVC(E)IE=459.18 4T8' p P B"CONC(S)IE=470.27 To
<br /> 28 NORTH,RANGE EAST OF THE WILUMETTE MERIDIAN,RECORDS OF SNOHOMISH
<br /> \\\ GY'4' 8"PVC NE IE=459.17 7E 1 CB#5571,TYPE W/1 ON
<br /> ( 1 A I I I COUNTY,WASHINGTON,
<br /> O l RI EL=479.43
<br /> FL FLOW LINE IT PVC(W)IE-458.92 w �� CB#5604,TYPE W/1
<br /> HIM EL=477.57 A"GONG()IE=475.80
<br /> 1 EXCEPT THE SOUTH 15 FEET OF THE WEST 120 FEEL THEREOF.
<br /> ••,,• 0P \ 1 rI I \ B"CONC(�I)IE=475.73 '^END IS 0,5'
<br /> GT GATE ,',',',',',',',',':',':'• 8ESTAND PIPET /
<br /> B"STAND PIPE 70P=473.21 WF LINE
<br /> 'LL y',' �•� I w (PURSUANT TO CITY OF EVERETT BOUNDARY LINE ADJUSTMENT N(L1f-91 RECORDED UNDER a
<br /> PA PLANER AREA ItY�` LL + \ / UI BOTHA PEAR DEAD -1 B#5 1,TYPE AUDITOR'S FILE N0.9111060013 AND RELATED SURVEY RECORDED UNDER AUDITOR'S FILE NO. /,/_`_
<br /> L .'.'.'.'. . . . . . . . . . . . sp tJ - IMEL 485.93 `___
<br /> n , Q 9f11065001,RECORDS OF$NOHOMISN COUNTY,WASHINGTON).
<br /> A ALDER TREE I' - • •••••:• -`\( S 5p L CONCRETE I "CON E)IE=4 .9p g
<br /> SIOEWWLN CB#5519 TYPE 2 SITUATE IN TI IE COUNTY OF SNONOMI511,STATE pF QUASI IINGTON. „J
<br /> I,., ,`,•,•,•,`,•,•,•• 45'. p'_____\ '�'� II �+ I _` ye J2 AIM EL 486.39 �I
<br /> C CETERA TREE \ \ 1 r` tih °�
<br /> ' ' 4"Pvc(NEUB 48o,7s REFERENCES
<br /> CY CHERRY TREE P ,; :: P/.E140NOTFOUND.. (N EAVE(TYR) I e"CONC(W)IE (UNABLE 70 MEI
<br /> 1b - NORTH SIDE 5 gg 12CPEP(N)IE=479.41 1, RECORD OF SURVEY FOfl BOUNDARY LINE ADJUSTMENT AS RECORDED UNDER AUDITORS FILING
<br /> D DECIDUOUS TREE �QY' I I "' I I ° m NUMBER 9111065001.
<br /> J I GATEI0.5 I
<br /> F FIR TREE ,( :•�'� , 119 Q SERVICES PER AB(TYP.) W OF HE 2 RECORD OF SURVEY AS RECORDED UNDER AUDITOR'S FILING NUMBER 9809245005.
<br /> H HEMLOCK TREE '•'•'•'• - \ C(%EL=46267 e - G W �'°I
<br /> 8 PVRIM EL a461 43' Q`��0�.f1(�'°0 0 0 0 0 OD 3. CITY OF 199910 BINDING SITE PLAN N0.003-98 AS RECORDED UNDER AUDITORS FILING
<br /> ° NUMBER 19991012500f,
<br /> M MAPLE TREE _q§. / \ - CONCPAD �, J
<br /> /' .'.•�'. \ \\ ° I / I 'I "1 � 9- 4, WASHINGTON STATE RIGHT-OF-WAY PLANS FOR SR SSWAMP CHEEK TO JCi.SSH N0.2-J,
<br /> �•' '•`•`•'•'•'''•`•'•'•`•' / GAS IN ICATOR UTILO' DATED MARCH 14TH 1961.
<br /> .,.,.'.'...,.,.,.,•'.'.
<br /> �•. ,j, \ \� / � � STONEO COLUMN
<br /> ,gyp 'CON��"KLL '� e/ �_ b SKATE DECK BUILDING ASPHLp $ ' _ RESTRICTIONS OF RECORDTINUESTQSQM �/).y,a•••'• HB8EY1$5 AChEp•'' I STAIRS a \ as 4 CB#SSBS,TYPE I W/7 i I 4 1. THIS SIZE IS SUBJECT i0 RELINQUISHMENT OF ACCESS 70 STATE HIGHWAY NUMBER 1 AND OF `�
<br /> ANOBU@BLE`.1 1 5 l I r/ 1, RIMEL=479.36 ¢ _ EAST LIGM,VIEWANDAIR BY DEED AND THE TERMS AND CONDITIONS HEREOF AS RECORDED w
<br /> 1 1 8"CONC(N)IE=477.79 I I 0.' 3 UNDER RECORDING NUMBER 1523842.NOTHING TO PLOT HEREON.AFFECTS PARCELS A AND O
<br /> O
<br /> r y
<br /> I STORAGE I ..4 WOODEN
<br /> 1• •�11 I '@ BUILDING I I ( DECK BOARDFENCE ' Y O W
<br /> yF S` 2. THIS 317E IS SUBJECT N COVENANTS,S,BUILDING
<br /> RESTRICTIONS,RECITALS,STATEMENTS,
<br /> AND
<br /> Y ... LL . : . :i F 1 I CONCRETE, I \ J EASEMENTS,PROVISIONS,DEDICATIONS,BUILDING SETBACKS,NOTES 3TATEMEN S,AND
<br /> TOE FACE OF WALL IS I F ` / I \ 4 _PA710p_ I OTHER MATTERS,IF ANY,AS SET FORTH ON HE BOUNDARY LINE ADJUSTMENT#11-91 AS U m (n
<br /> • EN ROA6HMEIT,AG EMEM •� I A' 3 RECORDEDUNDER RECORDING NUMBER 9111060013 AND ASSOCIATED SURVEY AS RECORDED _ N
<br /> 0.3'SOUTH OF LINE O / WTHfACE BUILDING I
<br /> ' T.DLVERi PEBA .AR5A•FER AFN 9B09300211• . • • • • • UNDER RECORDING NUMBER 9111065001.NOTHING TO PLOT HEREON.AFFECTS PARCELS A w 2
<br /> �• ' ' '•� ` $� I I \ 5"M ISf0.4N'0RTHOPLINE' U AND B. X w
<br /> FOUND REBAR AND CAP 1.2"DI(S)IE:d4652'.'.'.'.'.'.'.'.'.1 gyp. "i 5"M I Q W =
<br /> .• 9. .N• 'g 6^M SKAE DECK
<br /> 'HANSEN 2f4600,1'S � _ . Pam- ° 4, ELECTRIC SIGN I 3. THIS SITE IS SUBJECT TO COVENANTS,CONDITIONS,RESTRICTIONS,RECITALS,RESERVATIONS, U
<br /> AND 0.2'W OF CORNED 1=s. �- \ l ESS��END FENCE IS 6"M G "$ILVEflW000' EASEMENTS,PROVISIONS,DEDICATIONS,BUILDING SETBACKS,NOTES,STATEMENTS AND >
<br /> 454SO b+0 bA p58 1.7'NOliTfi OF LINE ISEi NAIL AND L3
<br /> HER AT CORNER SIGN OTHERMATERS,IF ANY,AS DISCLOSED IN STATUTORY WARRANTY DEED AS RECORDED 1 1 E a W
<br /> UNDER RECORDING NUMBER 9208130537.NOHING i0 PLOT HEREON.AFFECTS PARCELS A 1 4 g Q J
<br /> CYCLO EFENCE CYCLONE FENCE _t< X z N87°5'T7"W 581.5 59,6 �480� �38.5 48 BOARD FENCE ; r` ANOB. J
<br /> TOTE FACE OF WALL IS DIUPIDAED FENCE \ \ \ 51.5 54 2 X I ' 4, THIS SITE IS SUBJECT TO COVENANTS,CONDITIONS,RESTRICTIONS,RECITALS,RESERVATIONS, 0W H
<br /> 0.3'NORTH OF LINE f-1 ,> \ \ EASEMENTS,PROVISIONS,DEDICATIONS,BUILDING SETBACKS,NOTES,STATEMENTS,AND 0- =O
<br /> FACE OF WALL IS ? \ SOUTHENDFENC 1S3.8'OUH U m
<br /> \ `'5.01 OTHER MATTERS,IF ANY,AS SET FORTH ON THE SURVEY AS RECORDED UNDER RECORDING O F--
<br /> - 4.3'SOUTH OF LINE \ AND 0.9 WyST OF�ORNFR 33 O
<br /> L � \ ' k m NUMBER 1111145111.NOTHING i0 PLOT HEREON.AFFECTS PARCELA - � m II FE
<br /> \ \ �pB �480_ g o I GUIDE POLE/N%LINES 5, THIS SITE IS SUBJECT TO AN EASEMENT AGREEMENT AND HE TERMS AND CONDITIONS N
<br /> \ \ THEREOF AS RECORDED UNDER RECORDING NUMBER 9208130538.PLOTTED HEREON.AFFECTS
<br /> I I ASPHA�Y I . I91 PARCELS A AND 0 U
<br /> eo4 p aoa�oa® \ \ I Q
<br /> 6. THIS SITE IS SUBJERECORDED
<br /> UN ER RECORDING
<br /> NUMBER ENT 96093NO HE TERMPLOTTED
<br /> HEREND ONO TIONS
<br /> AFFECTS
<br /> �ff d�pQo 0 09 I PARCELA AS RECOROEO UNDER RECORDING NUMBER 9809300211.PLOTTED HEREON.AFFECTS a
<br /> 4 � PARCEL A.
<br /> 7. THIS SITE IS SUBJECT TO PENDING PROBATE PROCEEDINGS IN HE ESTATE OFBAR6ARAJEAN
<br /> STOP,NO LEFT TURN 3 ENGLUND UNDER CASE NO.14-4-00100-8.NOTHING TO PLOT HEREON.AFFECTS PARCEL A.
<br /> - - 5s 8. THIS SITE IS SUBJECT TO A LEASE FOR COMMERCIAL GAS APPLIANCE AND THE TERMS AND
<br /> SSMH#5520 CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 9301210045.NOTHING TO
<br /> FEC RIMEL=4E 98
<br /> 48 PLOT HEREON.AFFECTS PARCEL B.
<br /> ISCO E)IE=482.58
<br /> 6 6� 1B"CONc(s)IE=481.98 SURVEYOR'S NARRATIVE
<br /> / 24^CONC(N)IE=481.61
<br /> HELD REFERENCE 1 FOR SECTION SUBDIVISION AND ROTATED THE SECTION INTO FOUND DRAWN BY:
<br /> MONUME TS HOLING THE CORNER OF THE
<br /> AND ROTATING
<br /> THE SOUTH
<br /> SOUTHEAST
<br /> ION
<br /> - - - - - - - - QUARTER CORNERD HE LOCATIONOF INTERSTATE 5 WAS PLOTTTED FROM THE RIGHT OF-WAY PUNS LR/SKS
<br /> SOUTH 114 CORNER SECTION 18-28-5: - - ✓ORDAN ROAD LISTED IN REFERENCE 4 AND WAS HELD AS THE WEST BOUNDARY LINE OF THE SITE,THE I-5 CALCS REVIEWED BY:
<br /> FOUND 4'X4"CONCRETE MON WITH 2" N87"46'31W2633.16(R8)(2633W-M) - - - WEREROTATEDINTO THE PROJECT CONTROL HOLDING HE SOUTHEAST SECTION CORNER AND
<br /> BRASS DISC WITH PUNCH STAMPED'PLS - - - ROTATING INTO THE SOUTH QUARTER CORNER. MRP
<br /> 15656"DOWN 0.41N A CASE.HELD FOR (BASIS OF BEARINGS) - - - - - - 18 17
<br /> - - DATE:
<br /> ROTATION - -
<br /> 119 20 2021-06-23
<br /> JOB NO.
<br /> BE CORNER OF SECTION 18-28- 21020
<br /> FOUND CONC.MON WITH 3-BRASS
<br /> V
<br /> DISC WITH PUNCH,DOWN 1.5'INA SHEET 3 OF 41 SHEET
<br /> CASE.HELD FOR POSITION
<br /> CPH PWP PLAN SET 1 OF 1
<br />
|