Loading...
HomeMy WebLinkAboutSurvey 21340SHEET 1 OF 1 A 4 BASIS OF BEARINGS (S77'50'07"E 60.00')R2 •- 105 S77'54'22"E 60.00' oo� Ro o _ PREPARED FOR $ �; ^ o o CITY OF BEND `? `v N o 745 NW BOND STREET BEND, OR 97701 30.00, c.d 30.00, cV - O REFERENCES 10 N Lo -J ( )R1 RECORD INFORMATION PER "PROVIDENCE PHASE 3% BY JOEL G. Nto C6" o J SMITH, FILED MARCH 19, 1992, AS COUNTY SURVEY 10369 N LOT 10 ( )R2 RECORD INFORMATION PER "PROVIDENCE PHASE 6", BY JOEL G. 00 o � !; ENCE SMITH, FILED MAY 6, 1993, AS COUNTY SURVEY 11458 i "PRpvID 6' LLI PHASE Soso C7 L=13.61' 0 (L=13.61')R2 w` 00. u, 1 oo c l -MONO pv� 0 C4 L=�3 o0 L1 o iD N r to to to � C10 L=12.72' j s I (L=12.72')R2 Lo W3 �� 0 0 cp -co �j in SCALE: 1 "= 40 FEET "mmwm" LOT 25 40 0 8 20 40 INSTRUMENT NUMBER 1991-038601 DESCHUTES COUNTY OFFICIAL RECORDS 104 N67'27'43"E 8.00' (N67'31'58"E 8.00')R2 �� p0 ,50p0 LOT 26 00 0 V / N89'59'15�W 8.00' (N89 55 00 W 8.00 )R2 LOT 1 pro 00 . ,x� �o 5 G O 2 Z LOT 13 ooXs � \ RECORD OF SURVEY PRE- CONSTRUCTION LOCATED IN THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON MAY 169 2024 LINE TABLE LINE BEARING AND DISTANCE L1 R2 N82010'45"E 23.16' (N82-15'00"E 23.16') L2 R2 N8210'45"E 36.84' (N8215'00"E 36.84') L3 R2 N6810'45"E 36.84' (N6815'00"E 36.84') BASIS OF BEARINGSMORIZONTAL DATUM BEARINGS ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COGS), DERIVED FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN) DESCHUTES 13 TRANSFORMATION. THE BEARING OF THE NORTH PLAT BOUNDARY OF 'PROVIDENCE PHASE 6' IS SOUTH 77054'22" EAST. IlYelV1lll HA NARRATIVE THE PURPOSE OF THIS SURVEY WAS TO LOCATE AND PERPETUATE EXISTING SURVEY MONUMENTS PURSUANT TO ORS 209.155, ESTABLISH THE WESTERLY AND EASTERLY RIGHT-OF-WAY LINES FOR A PORTION OF PROVIDENCE DRIVE, AND ESTABLISH THE NORTHERLY AND SOUTHERLY RIGHT-OF-WAY LINES FOR A PORTION OF BARRINGTON COURT. FIELD WORK WAS COMPLETED JULY 12, 2023, AND REVISITED MAY 16, 2024. CENTERLINE STATIONING IS BASED ON AN ASSUMED ALIGNMENT. THE PLAT OF "PROVIDENCE PHASE 6" DEDICATED A 60.00 FOOT WIDE RIGHT-OF-WAY FOR PROVIDENCE DRIVE AND BARRINGTON COURT. THE PLATTED RIGHT-OF-WAY LINES WERE ESTABLISHED BY HOLDING THE FOUND PLAT MONUMENTS OF "PROVIDENCE PHASE 3" AND "PROVIDENCE PHASE 6". ALL ANGLES, LENGTHS, AND CURVE DATA, PER "PROVIDENCE PHASE 6" WERE HELD AND ROTATED 00'04'15" TO SAID FOUND PLAT MONUMENTS.. SET AKS CONTROL; SEE CONTROL AND MONUMENT TABLE FOUND MONUMENT, SEE CONTROL AND MONUMENT TABLE UAII:1:3:0kh/:ll[ll i� W/YPC WITH A YELLOW PLASTIC CAP IR IRON ROD RM REFERENCE MONUMENT DC DAMAGED ILLEGIBLE CAP PI POINT OF INTERSECTION PT RIGHT-OF-WAY PONT OF TANGENCY PCC RIGHT-OF-WAY POINT OF COMPOUND CURVATURE POC POINT ON RIGHT-OF-WAY CURVE L LEFT OF CENTERLINE R RIGHT OF CENTERLINE CA CENTERLINE STA STATION ,r Alz-if! Xi CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD Cl 600.00' 49029'13" 518.23' S12'38'58"E 502.27' C2 600.00' 19054'53" 208.55' S02008'12"W 207.50' R2 (600.00' 1905453" 208.55' S0212'27"W 207.50') C3 600.00' 29'34'20" 309.68' S22'36'25"E 306.25' R2 (600.00' 29034'20" 309.68' S22032'1 A 306.25') C4 300.00' 14'00'00" 73.30' N7510'45"E 73.12' R2 (300.00' 14'00'00" 73.30' N7515'00"E 73.12') C5 630.00' 41005'47" 451.88' S08'27'15"E 442.25' R2 (630.00' 41'05'47" 451.88' S08023'00"E 442.25') C6 570.00' 15059'12" 159.04' SO4'06'02"W 158.53' R2 (570.00' 15'59'12" 159.04' S041O'17"W 158.53') C7 8.00' 97'27'48" 13.61' S52037'28"E 12.03' R2 (8.00' 97'27'48" 13.61' S52'33'13"E 12.03') C8 270.00' 10'27'53" 49.31' N73'24'42"E 49.25' R2 (270.00' 10'27'53" 4931' N73028'57"E 49.25') C9 330.00' 1014'34" 58.99' N7419'42"E 58.92' R2 (330.00' 101434" 58.99' N74023'57"E 58.92') C10 8.00' 91'06'30" 12.72' S33'53'44"W 11.42' R2 (8.00' 91'06'30" 12.72' S33057'59"W 11.42) C11 570.00' 10052'46" 108.23' S17'05'54"E 108.07' R2 (570.00' 1005246" 108.23' S17'01'39"E 108.07') CONTROL AND MONUMENT TABLE POINT # NORTHING EASTING STATION OFFSET DESCRIPTION 2 386375.11 3306991.93 5+58.57 23.90' L AKS CONTROL; SET MAG NAIL WITH 1-1/2" WASHER INSCRIBED "AKS ENGR." 3 386648.75 3306896.29 8+46.94 18.06' R AKS CONTROL; SET MAG NAIL WITH 1-1/2" WASHER INSCRIBED "AKS ENGR." 4 386928.84 3306860.50 11+29.63 18.33' L AKS CONTROL; SET MAG NAIL WITH 1-1/2" WASHER INSCRIBED "AKS ENGR." 100 386739.38 3306902.84 9+39.89 38.98' R FOUND 5/8" IR; PER R2; HELD FOR PCC 101 386711.90 3306926.99 9+07.24 60.00' R FOUND 5/8" IR W/YPC, DC; PER RZ HELD FOR PI 103 386479.92 3306918.97 6+81.69 23.02' L FOUND 1 /2" IR W/YPC INSCRIBED "TERRASCOPE"; PER RZ HELD FOR RM TO POC 104 386563.83 3306928.11 7+53.12 22.00' R FOUND 1 /2" IR W/YPC INSCRIBED "TERRASCOPE"; PER RZ HELD FOR RM TO POC 105 386915.69 3306853.77 11+15.79 22.00' L FOUND 5/8" IR W/YPC, DC; PER R1; HELD FOR RM TO POC 106 386906.48 3306896.79 11 +15.79 22.00' R FOUND 5/8" IR W/YPC, DC; PER R1; HELD FOR RM TO POC 119 386725.59 3306961.18 9+17.85 95.66' R FOUND 5/8" IR W/YPC, DC; PER R2; HELD FOR PT 6/ZV/ZaLy REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 1192021 JACOB ALLEN CARBON 94570PLS RENEWS:12/31/25 ujr �$ 21340�