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HomeMy WebLinkAbout25546; ROS 25546; ROS 25546; 01RECORD DATA LEGEND (R#) NR R1 R2 R3 R4 R5 R6 R7 R8 R9 R10 R11 R12 L1 L2 L3 L4 L5 L6 L7 L8 L9 .• L10 .·. • L 11 L12 L13 L14 L15 L16 RECORD DATA REFERENCE NO RECORD ROS 9309 MAP 16065 MAP 10944 MAP 12987 MAP 16343 CR 24401 ROS 15849 PM 7248 ROS 14357 ROS 3938 MAP 10437 MAP 1681 LINE TABLE S 69'55'25"E (S 69'58'47"E R1) 43.21' (43.25' R1)(43.29' R4) S 72'46'23"E 48.40' (NR) N 03'09'38"W (N 3'13'47"W R1) 46.09' (46.11' R1)(46.12' R4) N 02'17'12"W 41.20' (NR) N 08'10'29"E 38.75' (NR) S 14'32'48"E (S 14"03'34"W R2) 57.75' (57.75' R2 R5 R6) S 29'31'17"W (S 30'01'50"E R2) 55.39' (55.39' R6)(55.37' R2 RS) S 78'23'21 "W (S 78'52'48"W R2) 52.05' (52.10' R2 R5 R6) N 61'05'02"W (N 60'35'20"W R2) 47.89' (47.89' R2 R5)(47.90' R6) N 06'03'52"W 56.99' (NR) N 2T15'00"E 57.21' (NR) N 13'35'15"E 30.41' (30.41' R2 R4) N 86'38'13"E 39.38' (39.38' R2 R4) N 55'31'24"E (N 55·oo·oo"E R5) 4.75' (4.75' R5) N 55'31 '24"E (N 56'00'00"E R5) 4.52' (4.75' R5) S 32'58'51 "E {S 34'01 '36"E R5) 10.47' (10.00' R5) f--(1) 0 _J w LL 0:::: <( 0 a JO' 60' SCALE: 1 inch = 30 feet _J I I I • ® t 40.00' J SNF I i / I f--(j") z _J 0 u z .....J 01 I I I I I I <o I-..., I 40.00' I L @ i "u3' oc:: "" -r--: fC I.() .,.; -- I • ® PM 425 PARCEL 1 99.88' (99.99' R3 R5) 0 q 0 -sJ- --.f----t-55·23•01 "E 509.78' --~ WALNUT AVE---'--< I r-. CD tO CD (N 55"29'23"E 510.26; E3) (N 55'29'07"E 510.26 R11) (N 55'58'35" E 509.89' R5) APN 204-132-07 DEED 2020-0779656 N 55'26'59"E 100.00 APN 204-132-08 DEED 2021-0082999 8 w a ;..... CD <Ci CD 1---w CD • tO ~ CD • cr, N ~ r0 (f) CD N 55'26'59"E o--------1 ... 0"'!'0 .... 0"'!'0~--;,.------ (0 CD tO <D ® 100.00' DEED 8 w a <O CD <Ci APN 204-132-09 CD DEED 2021-0083002 100.00' 439.61' 0 q 0 -sl' CHESTNUT AVE-- <D <D tO <.D 0 0 -<Dr-. oO I ~ NI.() no -1 IN -q-..,_ Oo NN Zc::i 0... w <CW Cl CD CD 0 © ® © (J) © 0 ® ® @ @ ® @ ® ® @ ® @ ® @ @ MONUMENT LEGEND SET 1/2"x18" REBAR WITH PLASTIC LS8535 CAP. SET 1/2"x18" REBAR WITH PLASTIC LS8535 CAP ON 2FT OFFSET N'LY OF CORNER. SET 1/2"x18" REBAR WITH PLASTIC LS8535 CAP ON 5FT OFFSET ON PROLONGATION OF PROPERTY LINE. FND 3/4" PIPE WITH LS1440 TAG PER R1 076'E & 0.25'S OF CORNER. DID NOT ACCEPT FOR CORNER. FND 1-1 / 4" PIPE WITH LS4368 TAG PER R 1. HELO FOR CENTERLINE. FND 1-1/2'' OPEN PtPE 0.16' S'LY OF CENTERLINE. R1 & R3 CALL FOR 1-1/4" PIPE WITH LS4368 TAG. R2 CALLS FOR 1-1 /2" PIPE WITH LS4368 TAG. R7 CALLS FOR CONCRETE NAIL. FND LEAD & TAG STAMPED 39,38 PER R2 R4. USED TO CALCULATE INTERSECTION OF CENTERLINES. FNO LEAD & TAG STAMPED 30.41 PER R2 R4. USED TO CALCULATE INTERSECTION OF CENTERLINES. FND 2• PIPE WITH LS5819 TAG (NO RECORD). R1 CALLS FOR CONCRERTE MONUMENT. R7 RS R9 CALL FOR PK NAIL HELD FOR CENTERLINE. FND LEAD & NAJL (NO RECORD). FND "+ • (NO RECORD), FND LEAD & TAG STAMPED 46.12 PER R1. FND LEAD & TAG STAMPED RCE27214 (NO RECORD). R1 CALLS FOR CITY ENGINEER TAG. FND LEAD & TAG STAMPED PLS5819 (NO RECORD). FND LEAD & TAG STAMPED LSS211 (NO RECORD). RS CALLS FOR LS8486 TAG. FND GlN SPIKE & WASHER STAMPED LS5211 (NO RECORD), R5 CALLS FOR 2" PIPE WITH LS8486 TAG. FND LEAD & TAG STAMPED LS5211. RS CALLS FOR LS8486 TAG. ACCEPTED FOR 15.75' OFFSET PER RS. FND LEAD & TAG STAMPED LS5411 PER R2 R5 R6, FND LEAD & TAG STAMPED LS5211 (NO RECORD). FND 1-1/2" PIPE (BURIED 0.5'±) WITH LS2411 TAG PER R1 0.17'S & 0.07'E OF CORNER. DID NOT ACCEPT FOR CORNER. FND LEAD & TAG STAMPED LS5411 PER R2 R5 R6. USED TO CALCULATE INTERSECTION OF CENTERLINES USING R2 R5 R6 DISTANCES. FND LEAD & TAG STAMPED LS5411 PER R2 R5 R6. USED TO CALCULATE INTERSECTION OF CENTERLINES USING R6 . DISTANCE. FND LEAD & TAG STAMPED LSS411 PER R2 RS R6. USED TO CALCULATE INTERSECTION OF CENTERLINES USING R2 R5 DISTANCES. (S 55'26' 42"E R1) (S 55'58' 48"W R2) S 55'26'59"W 509.59' BASIS OF BEARINGS ~5'(357.13' R1 R4) __ _ f--(j") z 0 f--0 z :r: if) ~ ' 0 cr, cr, r-. ,;;J- 1-----N a::: ']i:- 0 0 I") I~ r0 z -....., R. OF S. MAP NO. SHEET 1 OF 1 SHEET RECORD OF SURVEY OF: THE NORTHWESTERLY 66.67 FEET OF THE SOUTHEASTERLY 133.33 FEET OF THE NORTHWESTERLY 100 FEET TRACT 221 OF THUM LANDS IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1681, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY 12/9/1915 AND THE SOUTHEAST 66.66 FEET OF THE SOUTHWEST 100.00 FEET OF TRACT 221 OF THUM LANDS IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1681, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY 12/9/1915 AS SHOWN IN DEED RECORDED FEBRUARY 3, 2021 AS DOCUMENT NO. 2021-0082999 AND IN DEED RECORDED FEBRUARY 3, 2021 AS DOCUMENT NO. 2021-0083002. NOTE: THIS SURVEY IS FILED PURSUANT TO REQUIREMENTS OF PLSA §8762(b)(4) AND §8762(b)(5). LEGEND FND FOUND SNF SEARCHED FOR NOTHING FOUND CR CORNER RECORD PM PARCEL MAP ROS RECORD OF SURVEY N-S NORTH AND SOUTH N'LY NORTHERLY S'LY SOUTHERLY E-W EAST AND WEST PM PARCEL MAP FT FOOT, FEET CL CENTERLINE • FND EXISTING MONUMENT AS NOTED (1) MONUMENT KEY NOTE 0 SET MONUMENT AS NOTED @vtCINITY MAP 1 NOT TO SCALE BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF CHESTNUT AVENUE AS SHOWN HEREON NORTH 55°26'59" EAST PER MAP 12987 SURVEYORS'STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF KAREN THOMPSON IN NOVEMBER 2023. ,_ ~~> BRIAN HARP, LS8535 DATE COUNTY SURVEYORS' STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS f:!mLDAY OF Mll~S'~ 2024. BR=BRADWAY, LS83!i FOR THE COUNTY SURVEYOR RECORDER'S STATEMENT FILE NO. U)2.L( -1f1!:iJ6'5A_ FILED THIS 14.~DAY OF i\lD\JE.M:e>EC2.-'2024, AT t t •. L'?J A .M., IN THE BOOK OF RECORD OF SURVEY MAPS AT PAGE REQUEST OF BRIAN HARP JORDAN Z. MARKS BY: ~n.,_ COUNTY RECORDER/CLERK DEPUTY COUNTY RECORDER FEE: $54 AT THE CA Coord. Index 358-1659 APN: 204-132-08 AND 204-132-09