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HomeMy WebLinkAbout23900; ROS 23900; ROS 23900; 01-02LOT 32 MAP 13232 DETAIL"A" NO SCALE . JOB. NO. 174320; Fll.E: 174320 ROS SHEET 1.DWG (100) + AGUIRRE & ASSOCIATES 8363 CENTER DR., SUITE 5 LA MESA, CA 91942 PH: (619)464-6978 f"AX: 1619)464-7203 LANO SUR\IE'YING •MAPPING· RIGHT-OF-WAY ENGINEERING LOT 31 MAP 13232 SVBYEX CONTROL DIAGRAM NO SCALE B.C. STA. 1 r5' " "B" LINE £:J ---. l"' / 132+02.98 ~ -68,2 . / ~--... RS 682 ~-li?,1 / c< ../ B.C. STA. 132+00.23 I I") -...,J '<?5,/...., ~'' "A" LINE RS 682 & T.P.O.B. PAR. 61571 -C, DD1 DETAIL•o• NO SCALE / / / / I I I / I I I I / I I I R. OF AT POINT #105 PER ROS 17271 CONVERGENCE ANGLE= -00•34•32.459• COMB. SCALE FACTOR= 0.99996244 NGVD 29 ELEV= 45.41' GRAPHIC SCALE 100 0 50 100 200 ROS 9670 DETAIL"E" NO SCALE LOT 31 MAP 13232 FOUND BRASS DISC, LS 6215, IN DRAINAGE BOX INLET, N. SIDE OF PALMER WAY, 100' E'LY OF COUGAR DR. # 108 PER ROS 17271. N 1996667.594 E 6248033. 709 ~--1_1 I ( IN FEET ) 1 inch = 100 ft. , / /~ /~ <.) /,::,. I -"J ~ /4-~ <',2., <\'), /""" '\ v,~ , ' ,/,J; @0 (# 107 PER ROS 17271. ' 11 N 1997411.98 \' e E 6245175.81) \. re: (,?> "~, -.1/ r.-RS 1800-1 ~ 't:. DETAIL"F" NO SCALE S. MAP NO. 23900 SEE DETAIL "F" THIS SHEET SHEET 1 OF 2 SHEETS RECORD OF SURVEY PORTIONS OF LOTS E AND B OF RANCHO AGUA HEDIONDA, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 823, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER, NOV. 16, 1886, AS MORE PARTICULARLY DESCRIBED IN THE DEEDS REC. FEB. 19, 1962 AT FILE/PAGE 28912, O.R. AND JUN. 28, 2010 AS DOC. NO. 2010-0323910, O.R. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CCS83, ZONE 6, EPOCH 1991.35 GRID BEARING BETWEEN POINT #105 AND #108 PER ROS 17871. BOTH STATIONS HAVE A CALIFORNIA COORDINATE VALUE OF FIRST ORDER OR BETTER. IE S 68i4'31" E THE DISTANCES SHOWN HEREON ARE GRID DISTANCES. GROUND DISTANCE = GRID DISTANCE/0.999962644 QUOTED BEARINGS FROM REFERENCE MAPS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. LEGEND 0 INDICATES SET A 1/2" X 18" REBAR WITH PLASTIC CAP, LS 7942, UNLESS NOTED OTHERWISE. e INDICATES FOUND MONUMENT AS NOTED PER MONUMENTATION LEGEND. A INDICATES FOUND CONTROL MONUMENT AS NOTED HEREON. ® INDICATES SEARCHED FOR, NOT FOUND. ( ) INDICATES RECORD DATA PER RS 1800-1, UNLESS OTHERWISE NOTED. { } INDICATES RECORD DATA PER RS 682. < > INDICATES RECORD DATA PER ROS 9670. [ ] INDICATES RECORD DATA PER MAP 13232. {DD1) INDICATES DEED REC. FEB. 19, 1962 AT FILE/PAGE 28912, O.R. (DD2) INDICATES DEED REC. JUN. 28, 2010 AS DOC. NO. 2010-0323910, O.R. (DD3) INDICATES DEED REC. AUG. 28, 2012 AS DOC. NO. 2012-0513824, O.R. CALC CALCULATED PER REFERENCED DOCUMENT. C.S.F. COMBINED SCALE FACTOR SURVEYOR'S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S ACT AT THE REQUEST OF THE CITY OF CARLSBAD BETWEEN JAN. 2021 AND FEB. 2021. DATE COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYOR'S ACT THIS "'l. ,..it, DAY OF ..>u,r\E 2021. RAYMOND L MATHE, LS 6185 COUNTY SURVEYOR DATE RECORDER'S STATEMENT FILE NO. 20'2.\ -7000HoS FILED THIS 3r.ft DAY OF ..JUM E. 2021 AT \: ,q f>.P). IN THE BOOK OF RECORD OF SURVEY MAPS AT PAGE --=======-, AT THE REQUEST OF JOEL D. RIIPINEN. FEE: $ 51.00 ERNEST J. DRONENBURG, JR COUNTY RECORDER CALIFORNIA COORDINATE INDEX 354-1683 APN 209-060-58 ------------------ T.P.O.B. PAR.~ 61571 -B DD1 C4 ......._ ,- MONUMENTATION LEGEND (j) FOUND 2" BRASS DISC IN WELL, S.D. CO. ENGR. DEPT., PER RS 1800-1, ROS 9670, MAP 13232 & PM 17985, ACCEPTED AS POINT ON THE CENTER LINE OF RS 682. FOUND 1" IRON PIPE, S.D. CO. SURVEYOR, PER ROS 6570 & ROS 8467 (3/4• PER ROS 9670, MAP 11278 & MAP 13232), ACCEPTED AS P.I. "A" LINE RS 682, AND AS PT. 1, LOT "E" & PT. 11, LOT "B" BOTH PER MAP 823. @ FOUND 1" IRON PIPE, S.D. CO. SURVEYOR, NO RECORD, NOT ACCEPTED. © FOUND 2" BRASS DISC IN WELL, S.D. CO. ENGR. DEPT., PER RS 1800-1, ROS 9670, MAP 13232 & PM 17985, ACCEPTED AS 0.22' OFFSET TO THE CENTER LINE OF RS 1800-1 PER MAP 13232 (ON CENTER LINE PER ROS 9670 & PM 17985). FOUND 2" BRASS DISC IN WELL, S.D. CO. ENGR. DEPT., PER RS 1800-1, ROS 9670, MAP 13232 & PM 17985, ACCEPTED AS 0.35' OFFSET TO THE TANGENT PORTION OF THE CENTER LINE OF RS 1800-1 PER MAP 13232 (ON CENTER LINE PER ROS 9670 & PM 17985). @ FOUND LEAD & PUNCH, ACCEPTED AS MON PER MAP 13232, 9.75' OFFSET THEREON. (J) FOUND LEAD & DISC, RCE 27214, PER MAP 13232, 9. 75' OFFSET THEREON. @ FOUND 3" BRASS DISC IN WELL, LS 8674, PER CR 38140. (SEE MAP 11278, MAP 13232 & MAP 15992) @ FOUND 3" BRASS DISC IN WELL, LS 8674, PER CR 38140, ACCEPTED AS POINT ON THE CENTER LINE OF RS 1800-1, N 52'31'9" W 0.82 FROM B.C. AS ESTABLISHED HEREON. (SEE MAP 11242, MAP 13232 & ROS 9670) @) FOUND 2" IRON PIPE, LS 8674, NO RECORD. @ FOUND 2-1/2" BRASS DISC IN WELL LS 4539, PER MAP 15992. @ MONUMENT PER RS 1800-1, ROS 9670, MAP 11242, MAP 13232 & MAP 17271 NOT FOUND. HELD COORDINATE VALUE OF POINT /1107 PER ROS 17271 TO REESTABLISH SAID MON- UMENT POSITION RELATIVE TO POINTS /1105 & /1108 PER SAID ROS AND HELD FOR CENTER LINE OF RS 1800-1. SET GEAR SPIKE & WASHER, LS 7942, IN AC PAVING. @ FOUND 2" IRON PIPE WITH CONC CORE & TACK, NO RECORD, SEE MAP 11278. (N 54'54'33" W 51.66' DD1 CALC) D02 N 54'21'27" W , (N 49'54'06" W 51.65 '""-,,,,,--N 49'20'56"10W2.26' DD1 CALC) ------,-_ --102.25' RS 1800-1 JOB. NO. 174320; ALE: 174320 ROS SHEET 2.DWG (30) + AGUIRRE & ASSOCIATES 8363 CEN-reR DR., SUITE 5 LA MESA, CA 91942 PH: (619)464-6978 FAX! ~619)464-7203 LANO SUR';EYING ·MAPPING· RIGHT-OF-WAY ENGINEERING "B" LINE RS 682 LINE L1 L2 L3 L4 LS L6 L7 LB L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 BEARING N 26'31'58" E N 23'23'1 o• E N 23'23'10" E (RADIAL) N 29'57'56" E N 66'36'50" W N 66'36'50" W N 66'36'50" W N 45'54'20" W N 37'32'21" E (RADIAL) N 63'28'02" W N 26'31'58" E N 09'23'08" E N 09'23'08" E N 09'23'08" E N 84'23'00" E N 11'16'12" E N 03'42'41" E N 03'42'41" E N 75'59'55" W N 37'28'51" E N 52'31'09" W N 37'28'51" E N 37'28'51" E N 52'31'09" W N 26'31 '58" E N 37'27'59" E N 52'31'09" W N 13'08'32" E N 05'09' 45" E N 44'05'40" E N 34'35' 42" W N 34'35' 42" W N 52'31'09" W N 13'33'45" E LINE TABLE LENGTH REC. BEARING REC. LENGTH 0.22' N 26'32'51" E 0.22' 23.07' 30.00' N 23iJ2'36" E 30.00' (RADIAL) 1.16' N 29'58'33" E 1.55' N 29'37'22" E N 29'37'22" E 35.00' N 66'57'24" E 35.00' 132.70' N 67'10'00" W 132. 71' 49.99' N 67'10'00" W 50.00' 182.69' N 46'27'30" W 182.71' 30.00' N 36'59'12" E 30.00' (RADIAL) 471.84' N 63'27'09" W 472.26' N 63'27'09" W 472.26' N 63'29'22" W 472.21' 0.35' N 26'32'51" E 0.35' 209.99' N 09iJ2'13" E 210.00' N 09'02'34" E 210.00' N 09'02'34" E 210.00' 109.99' N 09iJ2'13" E 110.00' 100.00' N 091)2'13" E 100.00' 171.99' N 84'02'26" E 172.00' N 84'02'26" E 172.00' 301.85' N 10'53'38" E 301.86' 159.99' SOUTHERLY 60.00' 160.41' 182.54' WESTERLY 185.00' 44.93' 1050.89' N 52'31'29" W 1052.84' N 52'31' 48" W 1052.89' N 52'37'26" W 1051.70' N 52'31'29" W 1052.91' N 52'31 '26" W 1052.90' 45.00' N 37'22'34" E 45.00' 63.00' N 37'22'34" E 63.00' 659.75' N 52'37'26" W 659.78' 53.27' N 26'32'51" E 53.25' 62.97' 1.21' N 54'22'33" W 1.21 3.17' N 12'37'03"W 3.18' 0.46' 30.00' N 43'32'30" E 30.00' 25.50' N 35'08'54" W 25.50' 9.09' 40.04' 19.69' N 13'27'28" E 19.69' R. SOURCE MAP 13232 ROS 6169 & ROS 6570 PM 17985 ROS 6169 ROS 6570 DD3 & ROS 6169 RS 682 CALC RS 682 CALC RS 682 DD1 RS 1800-1 MAP 13232 ROS 9670 MAP 13232 CALC DD2 ROS 6169 ROS 6570 DD2 DD2 DD2 ROS 6169 OD2 DD2 DD2 RS 1800-1 ROS 9670 MAP 11242 MAP 13232 MAP 15992 MAP 11242 MAP 11242 MAP 11242 MAP 13232 CALC MAP 11242 MAP 15992 OD1 DD1 MAP 11242 POR. LOT "B" MAP 823 OF S. MAP NO. 2390D CURVE DELTA RADIUS C1 20'42'30" 999.93' C2 71)8'17" 1029.92' C3 2'30'12" 1029.92' C4 4'30'43" 1029.92' cs 14'09'12" 999.93' C6 0'11'14" 3499.87' C7 2'51'53" 999.93' ca 3'41'25" 999.93' CURVE TABLE LENGTH REC. DELTA REC. RADIUS 361.40' 20'42'30" 1000.00' 128.31' 45.00' 1030.00' 81.10' 247.00' 14'09'12" 1000.00' 11.43' 0'10'25" 3500.00' 0'10'26" 3500.00' 50.00' 2'51'53" 1000.00' 64.40' 90'00'00" 1000.00' 00'34'32.469" AT POINT /1105 PER ROS 17271 CONVERGENCE ANGLE= -00'34'32.469" COMB. SCALE FACTOR= 0.99996244 NGVD 29 ELEV= 407.59' GRAPHIC SCALE 30 0 ~--( IN FEET ) 1 inch = 30 ft. ROS 517 CALIFORNIA COORDINATE INDEX 354-1683 APN 209-060-58 SHEET 2 OF 2 SHEETS REC. LENGTH 361.43' 45.00' 247.02' 10.60' 10.62' 50.00' 64.41' \ \ \ SOURCE RS 682 DD2 DD1 CALC MAP 11278 MAP 13232 RS 682 CALC RS 682 CALC 120 I LOT 11 MAP 11242 SET SPIKE & WASHER, / LS 7942, IN AC PAVING. I (N 52'37'26" w 667.77' MAP 11242) · ,-N 52'31'09" W 667.74' ~ l24 -f-----------RS 1800-1 ------ RS 682 -f---