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Home My WebLink AboutSurvey 20293CP #349 • T18S R12E � 16 15 ILS 1031 z SECTION CORNER (CP #349) 04 v FOUND 2" BRASS CAP IN MONUMENT BOX, N � OCRR. 411 co N N to �io cno 0 o oCD z r 11 z ONE -QUARTER CORNER I I I� i COMMON TO SECTIONS 15 & 16 (POINT #207) ! FOUND 5/8" IRON ROD W/YPC MARKED i I CP #5 "BRYANT LS 920" i (DESTROYED BY CONSTRUCTION, i BRIDGES AT SHADOW GLEN OCRR IS BEING FILED I 1 �� PHASES 4B, 5, AND 6 CONCURRENTLY WITH THIS SURVEY) CP #6 I I i I I i I f i i I I i CP #4 CP #7 1A DBC SE CALDERA DRIVE ; I (%) N N e— � BARGAIN AND SALE DEED C� M co 2020-25816 Zn ICO co Q Lo Ill >>N m I o CP #8 L.L AlftN DBC o Cl �cl QZ in LOT LINE ADJUSTMENT DEED 2019-26042 CP #14 oo m� m o 0 70 n011 U) P �I o CP #12 ----------------- � KNOTT ROAD _ �' -- --- - - - - S89°37'08"W 2625.16' (N89°37'34"E 2625.30)R1 (S89038'10"W)R3 \n14- 1 e E WD ONE -QUARTER CORNER FOUND 3" BRASS CAP, PER CS4097 300 (o I CP #3 w DBC t1')�M � c,j 04 N - CV - I 1 O N Cn CD 04N co Cl D I Z Qo f vZZ. I CP #9 DBC SECTION CORNER (POINT #200) CP #2 FOUND 3" BRASS CAP IN MONUMENT BOX, DBC OCRR. 1298 (DESTROYED BY CONSTRUCTION, I OCRR WILL BE FILED AT COMPLETION OF F' W CONSTRUCTION) Iz z ES CD U) �" /��vG'T18S 04 coMM 16 R12E2�,c 15 Lo v v ' / 21 22 �I / s A 1993 G<v Z S 220 F� ORS CP #10 DBC WARRANTY DEED / / VOL. 232, PG. 267 \ I/ ' CP #1 lZ6 DBC CP #13 DBC CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY KNOTT ROAD AND 15TH STREET LOCATED IN THE NORTHWEST ONE -QUARTER (NW1/4) AND THE SOUTHWEST ONE -QUARTER (SW1/4) OF SECTION 15, THE NORTHEAST ONE -QUARTER (NE1/4) AND THE SOUTHEAST ONE -QUARTER (SE1/4) OF SECTION 16, THE NORTHEAST ONE -QUARTER (NE1/4) SECTION 21, AND IN THE NORTHWEST ONE -QUARTER (NW1/4) OF SECTION 22, TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON JULY 2020 NARRATIVE THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH A CONTROL NETWORK, RESOLVE A PORTION OF THE CENTERLINES AND RIGHTS OF WAY OF 15TH STREET, KNOTT ROAD, AND TEKAMPE ROAD, AND PERPETUATE EXISTING MONUMENTS WHICH MAY BE DESTROYED DURING CONSTRUCTION ACTIVITIES OF A NEW HIGH SCHOOL AND ROUNDABOUT AT THE INTERSECTION OF KNOTT ROAD AND 15TH STREET. SURVEY WAS PERFORMED IN AUGUST OF 2017 AND APRIL OF 2019; AND IS BEING COMPLETED AS REQUIRED BY ORS 209.155 CONTROL WAS ESTABLISHED BY RTK GPS METHODS, HOLDING THE PUBLISHED COORDINATES OF THE CENTRAL OREGON COORDINATE SYSTEM (COCS) CONTROL MARK 18121000 (POINT #349). ADDITIONALLY, THROUGHOUT THE DURATION OF THE SURVEY MEAN ANGLES BETWEEN CONTROL POINTS WERE MEASURED AS AN ADDITIONAL CHECK ON THE CONTROL. THE BASIS OF BEARINGS IS NORTH 00004'20" WEST DETERMINED FROM COCS USING CONTROL MARKS 18121000 (POINT #349) AND 18121500 (POINT #200). THE SOUTH AND WEST LINES OF THE SOUTHWEST ONE -QUARTER OF SECTION 15, THE SOUTH LINE OF THE SOUTHEAST ONE -QUARTER OF SECTION 16 AND THE WEST LINE OF THE NORTHWEST ONE -QUARTER OF SECTION 22 WERE ESTABLISHED BETWEEN FOUND MONUMENTS AS SHOWN HEREON. THE ONE -QUARTER CORNER COMMON TO SECTION 15 AND 22 WAS NOT OCCUPIED FOR THIS SURVEY AND WAS CALCULATED BY INTERSECTING RECORD DISTANCES OF FOUND ACCESSORIES SET BY DESCHUTES COUNTY SURVEYOR'S OFFICE PER OCRR 2011. ADDITIONAL RIGHT OF WAY DEDICATIONS ALONG 15TH STREET, KNOTT ROAD AND TEKAMPE ROAD (INSTRUMENT NUMBERS 2019-28869, 2019-28870, 2019-36581 AND 2019-50056) SHOWN HEREIN WILL BE MONUMENTED AT COMPLETION OF CONSTRUCTION. 15TH STREET "N-S" ALIGNMENT THE CENTER LINE OF 15TH STREET, AS DESCRIBED IN BARGAIN AND SALE DEED RECORDED MAY 4, 1977 IN VOLUME 249, PAGE 751 (R7), WAS ESTABLISHED BY HOLDING THE FOUND SECTION CORNER COMMON TO SECTIONS 15-16-21-22 (POINT #200) AND ROTATING THE RECORD (R7) CENTER LINE TO THE FOUND ONE -QUARTER CORNER COMMON TO SECTIONS 15-16 (POINT #207). AS CALLED FOR IN (R7), THE CENTER LINE IS COINCIDENT WITH THE SECTION LINE COMMON TO SECTIONS 15 AND 16 FOR 1935.20 FEET. THE STATIONING OF "N-S" 30+00 WAS SET AT THE SECTION CORNER COMMON TO SECTIONS 15-16-21-22 (POINT #200). THE WESTERLY AND EASTERLY RIGHT OF WAYS WAS ESTABLISHED AT 40 FEET OFFSET WITH SAID CENTER LINE. KNOTT ROAD "KN" ALIGNMENT THE NORTH RIGHT OF WAY OF KNOTT ROAD, COINCIDENT WITH THE SOUTHERLY BOUNDARY OF THAT PROPERTY DESCRIBED IN WARRANTY DEED RECORDED APRIL 8, 1991 AS VOLUME 232, PAGE 267, DESCHUTES COUNTY OFFICIAL RECORDS WAS ESTABLISHED BY HOLDING A LINE PARALLEL WITH AND 30 FEET NORTHERLY OF THE SOUTH LINE OF THE SOUTHWEST ONE -QUARTER OF SECTION 15. AS DESCRIBED IN DECLARATION OF DEDICATION RECORDED NOVEMBER 23, 1998 IN VOLUME 523, PAGE 448,40 FOOT RIGHT OF WAY DEDICATIONS WERE DEDICATED OVER PORTIONS OF THAT PROPERTY DESCRIBED IN WARRANTY DEED RECORDED AUGUST 20, 19921N VOLUME 274, PAGE 286. THE SOUTHERLY RIGHT OF WAY OF KNOTT ROAD, WAS ESTABLISHED BY HOLDING A LINE PARALLEL WITH AND 40 FEET SOUTHERLY OF THE SOUTH LINE OF THE SOUTHWEST ONE -QUARTER OF SAID SECTION 15. THE EASTERLY RIGHT OF WAY OF TEKAMPE ROAD WAS ESTABLISHED HOLDING A LINE PARALLEL WITH AND 40 FEET EASTERLY OF THE WEST LINE OF THE NORTHWEST ONE -QUARTER OF SECTION 22. THE NORTH RIGHT OF WAY OF KNOTT ROAD, COINCIDENT WITH THE SOUTHERLY BOUNDARY OF THAT PROPERTY DESCRIBED IN LOT LINE ADJUSTMENT DEED RECORDED JULY 24, 2019 AS INSTRUMENT NO.2019-26042, DESCHUTES COUNTY OFFICIAL RECORDS, WAS ESTABLISHED PER DECLARATION OF DEDICATION RECORDED FEBRUARY 28, 1985 AS VOLUME 89, PAGE 1467 AND DESCRIBES THE SOUTHERLY 40 FEET OF THE EAST ONE-HALF OF THE SOUTHEAST ONE -QUARTER OF SECTION 16. 1 HELD A LINE PARALLEL WITH AND 40' NORTHERLY OF THE SOUTH LINE OF THE SOUTHEAST ONE -QUARTER OF SAID SECTION 16. AN ADDITIONAL VARIABLE WIDTH RIGHT OF WAY DEDICATION ALONG SAID NORTHERLY RIGHT OF WAY PER DECLARATION OF DEDICATION RECORDED MARCH 5, 1986 AS VOLUME 117, PAGE 1947 (R8) WAS ESTABLISHED BY HOLDING THE FOUND 1/2" IRON ROD AT THE SOUTHEAST CORNER OF THAT PROPERTY DESCRIBED IN WARRANTY DEED RECORDED APRIL 11, 1986 IN VOLUME 120, PAGE 1285 AND INTERSECTING A RECORD (R8) DISTANCE OF 166.23 FEET WITH A LINE PARALLEL WITH AND 40 FEET NORTHERLY OF THE SOUTH LINE OF THE SOUTHEAST ONE -QUARTER OF SAID SECTION 16. TEKAMPE ROAD "N-S" ALIGNMENT THE CENTERLINE OF TEKAMPE ROAD WAS ESTABLISHED AS E.A. KNOTT ROAD BY CROOK COUNTY COMMISSIONERS JOURNAL 5, PAGE 102 WITH A RIGHT OF WAY WIDTH OF 40 FEET AND DESCRIBES THE CENTERLINE COINCIDENT WITH THE LINE COMMON TO SECTIONS 21 AND 22. THE CENTERLINE WAS ESTABLISHED BETWEEN SAID SECTION CORNER (POINT# 200) AND THE FOUND ONE -QUARTER CORNER COMMON TO SECTIONS 21 AND 22. THE WESTERLY RIGHT OF WAY OF TEKAMPE ROAD, COINCIDENT WITH THE EASTERLY LINE OF THAT PROPERTY DESCRIBED IN STATUTORY WARRANTY DEED RECORDED DECEMBER 14, 2012 IN VOLUME 2012-50514 WAS ESTABLISHED BY HOLDING A LINE PARALLEL WITH AND 30' WESTERLY OF THE WEST LINE OF THE NORTHWEST ONE -QUARTER OF SECTION 22. LEGEND i CP # 1 - - S89059'34"E 2622.28' DBC (S89°57'24"E 2622.22')R4 WARRANTY DEED I (S89"58'29"E)R5 2012-50514 WARRANTY DEED (S89°59'33"E 2622.21')R6 IVOL. 274, PG. 286 z II�o ucr) z Ci — - co Co N N W W80W C� zo -) " ► Y/�Otir- W0 ��noM� p F- / _ZzZ � w D 1 "=300' / 0 300 molml ONE -QUARTER CORNER SCALE IN FEET �// FOUND 3" BRASS CAP, DOWN 0.2% PER CS4097 15 22 SEE DETAIL, SHEET 2 �DESCHUTES COUNTY SURVEYOR' FILED qj3L ozD BY., D�nkrelber REFERENCES ( )R1 SURVEY BY GEORGE J. COOK, LS 540; DATED JULY 29, 1976, DESCHUTES COUNTY SURVEY NO.4098. ( )R2 PLAT OF SKYLANDIA CORRECTED BY GEORGE J. COOK, LS 540; DATED AUGUST 2, 1976, DESCHUTES COUNTY SURVEY NO. 09754. ( )R3 MINOR LAND PARTITION MP 85-20 BY JAMES R. TYE, LS 1104 FILED MARCH 24, 1986, DESCHUTES COUNTY SURVEY NO. 03990. ( )R4 BOUNDARY SURVEY BY JEFF KERN; DATED FEBRUARY 1, 1990, DESCHUTES COUNTY SURVEY NO.04123. ( )R5 BOUNDARY SURVEY BY RICHARD L. BRYANT, LS 920, FILED SEPTEMBER 28, 1990, DESCHUTES COUNTY SURVEY NO.03870. ( )R6 RECORD OF SURVEY BY JOHN A. McCOY, LS 54857, FILED NOVEMBER 28, 2017, DESCHUTES COUNTY SURVEY NO. 19507. ( )R7 BARGAIN AND SALE DEED RECORDED MAY 4, 1977 AS VOLUME 249, PAGE 751, DEED RECORDS OF DESCHUTES COUNTY. ( )R8 DECLARATION OF DEDICATION RECORDED MARCH 5, 1986 AS VOLUME 117, PAGE 1947 DEED RECORDS OF DESCHUTES COUNTY. ( )R9 OREGON CORNER RESTORATION RECORD, INDEX FILE NO. 2011 BY KEVIN R. SAMUEL, LS 77040, DATED MAY 16, 2019, DESCHUTES COUNTY SURVEYORS OFFICE. CONTROL POINT TABLE POINT # COCS NORTHING COCS EASTING DESCRIPTION 1 DBC 367543.47 3299834.24 SET 5/8" IR W/ GPC MARKED DOWL CONTROL 2 DBC 368369.05 3299778.43 SET 5/8" IR W/ GPC MARKED DOWL CONTROL 3 DBC 368916.73 3299817.64 SET 5/8" IR W/ GPC MARKED DOWL CONTROL 4 DBC 369615.01 3299781.88 SET 5/8" IR W/ GPC MARKED DOWL CONTROL 5 370169.52 3299881.46 SET MAG NAIL IN AC PATH 6 369969.92 3299223.37 SET 5/8" IR W/ GPC MARKED DOWL CONTROL 7 369572.59 3299064.70 SET 5/8" IR W/ GPC MARKED DOWL CONTROL 8 DBC 369083.28 3299065.18 SET 5/8" IR W/ GPC MARKED DOWL CONTROL 9 DBC 368460.27 3299123.00 SET 5/8" IR W/ GPC MARKED DOWL CONTROL 10 DBC 367835.27 3299159.71 SET 5/8" IR W/ GPC MARKED DOWL CONTROL 11 DBC 367450.85 3299237.50 SET 5/8" IR W/ GPC MARKED DOWL CONTROL 12 367520.22 3298520.96 SET 5/8" IR W/ GPC MARKED DOWL CONTROL 13 DBC 367501.04 3300135.05 SET 5/8" IR W/ GPC MARKED DOWL CONTROL 14 368175.95 3298375.23 SET 5/8" IR W/ GPC MARKED DOWL CONTROL 110 370365.71 3298524.10 FD 5/8" IR W/ YPC MARKED BRYANT LS 920 349 372757.09 3299792.45 FD 2" BRASS CAP PER OCRR 411 1p FOUND MONUMENT AS NOT ED IN RECOVERED MONUMENT I ABLE -* FOUND 1 1/2" ALUM CAP MARKED "DESCHUTES CO. REF MON", UNLESS OTHERWISE NOTED. CP ## DOWL CONTROL POINT - SEE CONTROL POINT TABLE CS COUNTY SURVEY NUMBER W/ YPC WITH YELLOW PLASTIC CAP W/ GPC WITH GREEN PLASTIC CAP P.O.E. POINT OF ENTRY R/W RIGHT-OF-WAY (R#)* RECORD DATA SAME AS MEASURED P.C. POINT OF CURVATURE P.T. POINT OF TANGENCY P.I. POINT OF INTERSECTION P.O.T. POINT ON TANGENT DBC DESTROYED BY CONSTRUCTION REGISTERED PROFESSIONAL LAND SURVEYOR $-27- Zo OREGON DECEMBER 11, 2012 BRIAN C. COURSEN 86998 RENEWS: 12/31/2021 �tl (:S 20293 "KN"705,66 P.O.T. - - �- - CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY rN 367465.66 E 3298799.1_--- ---- - - --- FPACK WAY N, sE wot KNOTT ROAD AND 15TH STREET I LOCATED IN THE NORTHWEST ONE -QUARTER (NW1/4) AND THE SOUTHWEST ONE -QUARTER (SW1/4) OF SECTION 15, N89042'49"W 166.23' p VARIES (N89°38'25"W)R8 THE NORTHEAST ONE -QUARTER (NE1/4) AND THE SOUTHEAST ONE -QUARTER (SE1/4) OF SECTION 16, rri i (N89°38'25"W 166.23')R3 THE NORTHEAST ONE -QUARTER (NE1/4) SECTION 21, AND IN THE NORTHWEST ONE -QUARTER (NW1/4) OF SECTION 22, � K (N89°38'38"W 166.23')R5 I TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN, o ' 50.00' 1-10.00' I � co D 0C0 a I-4 ' y 'o Oo II Z ni ' + 75 00 j 30.00' --- r--' LOT LINE ADJUSTMENT DEED z OD OD 2019-26042 Oo CAD (D O Iq ° Icwv00 NOS �7 I 4 9 g �°Dmm cflo m Z = j ►N� ! Im n oNo� W z I Oj p fVj, N� On ( c z 0 v� rD- �� SKYLANDfA ti Z N� ' N 00 CD (o + C° NO A m z Z cD cD LOT 1 --I -It 1 I o -• O cwi, Ooo y cs, '� iv � �n 4 t N O w O O N O � o O CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON J U LY 2020 TEKAMPE ROAD z i2 o = �m CnZ it �w ONop 00o +o cn Q) co W 50.00' w p 0a I� I �.•- p oo w n m �cn �io o 90 i o i t I I o0 0 + o c+n (o cn o 0 oo rn 0 O o 0 o c+" o o " o I o 0 0 0 0 : o 0 0 0 o n I �- - - y cn O) O s v N O ii LL _ I-----_- -_ ---------- _ - - SE 15TH STREET - - - - - °D ------- ----- A --n o F - �- ° - --- N00o16'55"E _ �' - - - - - _ m n - I- NO°03'23"W 1935.20' - - - _ _ _ _ _ _ _ T _ _ _ p N 1 52 02 E 673.80 -� N 1 °52'02"E 425.60' ♦ - - - -- -- - ---- Oo �t - -- N00°22'53"W 1935.20' R7-------- �*- ° " _ N - N - - -- n to ( ) N t� " „ n {N01 32 32 E 673.80' R7- _ _ _ _ _ _ _ ------------ - N IN NON -u N-S ) ---------(A{(11 °4`)�47��c Anc nn. \ I°° I WIN W* -N o n W R=1000.00'(R7)" 1p-- o :; noA=1 °55'25"4'&ooN 1 Ia L=33.57'(R7)* c� I CHORD= N00054'19"E 33.57' ,� 1 (N00034'50"E 33.57)R7 n i WARRANTY DEED 30.00 VOL. 232, PG. 267 �ooy40.00 , I � �2n o o Z I 50.00 BARGAIN AND SALE DEED n o o p o i' 0 2020-25816 z� rN,� p co N� A c�Z �� p C) m� Nm pcc p t--; 85+00 p 1 "=200' ' 10 ' D 200 0 200 0 i 4-! 30.00' SCALE IN FEET N N O �(n OD cm IU, Io w m 90+00 N ph "KN" 94+00.00 1 N 367,472.14 E 3,301,199.10 i DESCHUTES COUNTY SURVEYOR FILED BY: Dunkt�b�i RECOVERED MONUMENTS -15TH ST & TEKAMPE RD POINT # COCS NORTHING COOS EASTING STATION OFFSET DESCRIPTION 101 367512.08 3299758.85 "N-S" 30+39.81 40.21 LT FD 5/8" IR W/ YPC MARKED R.P.S. NO. 920, PER CS3870 200 DBC 367472.31 3299799.10 "N-S" 30+00.00 0.00 RT FD 3" BRASS CAP IN MONUMENT BOX PER OCRR 1298 205 369407.44 3299757.03 "N-S" 49+35.17 40.16 LT FD 1\2" IR NO CAP, AS FOUND IN CS3870 206 369442.49 3299757.88 "N-S" 49+68.88 39.87 LT FD 1\2" IR NO CAP, AS FOUND IN CS3870 207 DBC 370114.67 3299796.50 "N-S" 56+41.96 23.17 LT FD 5/8" IR W/YPC MARKED BRYANT LS 920, PER CS17110 208 DBC 370362.92 3299791.61 "N-S" 58+89.92 36.15 LT FD 5/8" IR W/ YPC BRYANT LS 920, PER CS 18839 227 367142.38 3299827.47 "N-S" 26+70.21 29.99 RT FD 5/8" IR W/ YPC MARKED KERN LS 1081, PER CS4123 228 DBC 367441.96 3299829.28 "N-S" 29+69.80 30.33 RT FD 5/8" IR NO CAP, LEANING SE, TIED POE, PER CS 4123 232 DBC 367502.76 3299839.91 "N-S" 30+30.40 40.84 RT FD 5/8" IR W/YPC ILLEGIBLE, PER CS15040 233 DBC 367502.35 3299839.10 "N-S" 30+30.00 40.03 RT FD 5/8" IR W/YPC MARKED DEVTECH, PER CS 19507 240 368793.57 3299837.76 "N-S" 43+21.21 39.96 RT FD 5/8" IR W/YPC MARKED R.P.S. NO. 920, PER CS 3870 5/8" IR, NO CAP co Hai \�J ONE QUARTER CORNER o c; / \ O col N COMMON TO SECTIONS 15 8� 22 ESTABLISHED FROM FOUND ACCESSORIES PER OCRR 2011 co N 367,471.98 SECTION 15 .15 E 3,302,421.38 SECTION 22 22ss KNOTT ROAD co co V- \ 3" BRASS CAP MARKED J "CENTURY WEST 5/8" IR W/YPC MARKED N ENGINEERING CORP" "F. AST PLS 1938" NOT TO SCALE Ill LEGEND RECOVERED MONUMENTS - KNOTT ROAD POINT # COCS NORTHING COOS EASTING STATION OFFSET DESCRIPTION 101 367512.08 3299758.85 "KN" 79+60.02 40.03 LT FD 5/8" IR W/ YPC MARKED R.P.S. NO. 920, PER CS3870 200 DBC 367472.31 3299799.10 "KN" 80+00.00 0.00 RT FD 3" BRASS CAP IN MONUMENT BOX PER OCRR 1298 204 367507.88 3298840.65 "KN" 70+41.81 41.94 LT FD 1\2" IR NO CAP, PER CS3990 210 DBC 367439.20 3299349.22 "KN" 75+49.91 30.12 LT FD 518" IR NO CAP, PER CS4098 228 DBC 367441.96 3299829.28 "KN" 80+30.19 30.35 RT FD 5/8" IR NO CAP, LEANING SE, TIED POE, PER CS 4123 229 367442.24 3300458.97 "KN" 86+59.87 29.99 RT FD 5/8" IR W/ YPC MARKED KERN LS 1081, PER CS4123 232 DBC 367502.76 3299839.91 "KN" 80+40.81 30.45 RT FD 5/8" IR W/YPC ILLEGIBLE, PER CS15040 233 DBC 367502.35 3299839.10 "KN" 80+39.99 30.04 RT FD 5/8" IR W/YPC MARKED DEVTECH, PER CS 19507 234 367502.20 3301110.67 "KN" 93+11.56 30.05 RT FD 5/8" IR W/YPC MARKED DEVTECH, PER CS 19507 FOUND MONUMENT AS NOTED IN RECOVERED MONUMENT TABLE FOUND 1 1/2" ALUM CAP MARKED "DESCHUTES CO. REF MON", UNLESS OTHERWISE NOTED. CP ## DOWL CONTROL POINT - SEE CONTROL POINT TABLE CS COUNTY SURVEY NUMBER F EGISTERED OFESSIONAL D SURVEYOR n 8 -Z7-Z 0 OREGON DECEMBER 11, 2012 BRIAN C. COURSEN 86998 W/ YPC WITH YELLOW PLASTIC CAP RENEWS: 12/31/2021 W/ GPC WITH GREEN PLASTIC CAP P.O.E. POINT OF ENTRY R/W RIGHT-OF-WAY (R#); RECORD DATA SAME AS MEASURED P.C. POINT OF CURVATURE P.T. POINT OF TANGENCY P.I. POINT OF INTERSECTION P.O.T. POINT ON TANGENT DBC DESTROYED BY CONSTRUCTION N Q (3 20193