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1996-330599 m f , R *O*S* e FOUND MONUMENT NOTES SHEET 1 OF 4 SHEETS J , r) J , � U.S.C.& NAD 83• 'ROCK" 1�- FD. STD. STREET MON. W/ 3" BRASS CAP 1 - CARLSBAD BL. RECORD OF SURVE N 1,985,685.284 o STAMPED LS 5292 NO REC., IN LIEU OF LS 4871 2 O LACOSTA _ E 6,240,676.744 � PER MAP 10147 0 AVE 2 PORTION OF LOT 1, 2 & 3 OF SECTION 35, TOWNSHIP 12 SOUTH r r r MAPPING ANGLE 2 FD. STD. STREET MON. W/ BRASS DISC ( -EL CAMINO REAL `) 9 - -00 °34'33.8" � STAMPED "COUNTY SURVEYOR, STATION ® ARENAL RD. RANGE 4 WEST SAN BERNARDINO MERIDIAN IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. COMBINED GRID FACTOR 184 +24.87 P.O.T. ", PER SHT. 20 OF 128 (5)-ALGA RD. FD 1 -1 2" IP W ILLEGIBLE CAP 0.99996221 OF COUNTY RS 1800 -1 & ROS 10774 © BATIQUITOS DR. 4 �.-. z 1 C5 ,. O3 -- FD. 2 "IP W/ TAG LS 5292 NO RECORD, IN LIEU 2 LEGEND ACCEPTED AS SECTION CORNER OF J AT AT U.S.G.S. STA. ROCK p, s• OF LS 4871 PER MAP 10147 (' N o SECTIONS 22,23,27 & 26, T12S, R4W S.B.M. �G,pB� �� 4O- ESTABLISHED POSITION FROM 4 -25 FT. PER MAP 12967 & ROS 10774. U' O �q O, » Z o q 00 �! Grl, p F` PK NAIL /TIN TIES NO REC., IN LIEU OF �' 3 0 - SET 2 IRON PIPE WITH TAG LS 3997. `t o - �' �' STD. STREET MON. PER ROS 10774 BATIQUITOS LAGOON Q N LO (Y � N �FJ Q � FD. 2" IP W/ TAG LS 5292 PER ROS 10774. ❑ =SET TAG LS 39977 IN EPDXY AS NOTED Ld o w w �' r - r� O • FOUND IRON PIPE AS NOTED. n n � r 00 ,� � J 6O- FD. 2 IP W/ TAG LS 5292 PER CR 5166. o m �' o ' J O �' LOCATION A - FOUND WELL MONUMENT AS NOTED 's o Z J 1 . /I f , 7�- FD. LEAD AND TAG LS 5292 PER CR 9052. 2 • - FOUND 7' OFFSET MONUMENT AS NOTED. > >r 0 N N ', `� `� 8O N N 04 = DOWN o ON A 7.00 FOOT OFFSET PER CR 9052. V ICINITY MAP IP = IRON PIPE CONC.= CONCRETE (n o FD. 2" IP W/ BRASS CAP 27 26 NO SCALE L &T = LEAD &TAG SEC. = SECTION ° N N PER MAP 12967 & ROS 10774 34135 ALL DISTANCES SHOWN HEREON z N N LEANING SOUTHEASTERLY �S °' ARE GROUND UNLESS OTH NOTED. MON. = MONUMENT W/ = WITH Q N N U.S.C. &G.S. STA. "WHITE" COR. = CORNER () = RECORD DATA AS NOTED \I m : TIED IN AT POINT OF CONTACT NAD 83 °°o o WITH THE GROUND N 1,974,349.900 BASIS OF BEARIN - v v E 6,234,508.618 T - 1 SEE BASIS OF BEARING OF THIS MAP IS THE WESTERLY LINE / SEE DETAIL 'A' HEREON OF SECTION 26, TOWNSHIP 12 SOUTH, RANGE 4 WEST l OF THE SAN BERNARDINO MERIDIAN HAVING A BEARING OF r ) 1 J (N 88 °48'21 "2636.00' 1'iER MAP 10147) ��,� �� , J "N 00 W" PER MAP 12967 & ROS 10774. N 88 °48'15" W ! SAID BEARING AND BEARINGS SHOWN HEREON ARE IN TERMS 1317.27' 2635.56' 1 OF THE CALIFORNIA COORDINATE SYSTEM, NAD 27, ZONE 6. 1318.29' QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR J �� J -E) (N 88 °48'10" W 1317.44' ROS 10774) 1 1254.46' RENAL MAY NOT BE IN TERMS OF SAID SYSTEM. ��C RO SURVEYOR'S STATEMENT G2 , cv O LO r, 4 W JJ j ( C3 2 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY SEE o SHEET 3 L � ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE DETAIL A ` 1 N 2 0 ,cam REQUIREMENTS OF THE LAND SURVEYOR'S ACT AT THE ° 0 ,/ �' REQUEST OF THE CITY OF CARLSBAD IN FEBRUARY, 1996. SEE SHEET 4 0 00 SEE C J / C.0 , o 17.654 AC. z 3 , N cn N �j� o N 17.097 AC. ate, co / in o L4 / CECIL E. RY: 3997 w rn - o rri 00 PCL 1. o0 6.979 AC. o F/P 95- Q ' LAND S 0 296398 O.R. F/P 95 296398 O.R. rn E. N 2.603 AC. 0.301 AC. - �G� �y �� F/P 94 507583 O.R SHEET o� �, ;0 698.50' 11.832 AC. / c!� ' N Lu ,ov � �/ No. 3997 w N 88'48'11" W o Exp. '/30/ 1317.58' ' -° 6 F/P 94- ^ o' o 2000 (N88'48'10 "W 1317.77' ROS 10774) � ^ � � w 0 638238 O.R. ^ 4 S' � w SEE SHEET 3 z 3.036 AC � �- qT F o _ P- 2 F CP C) t- ./ 0 0 z N M O �° O / 0) o z SEE SHEET 3 00 ry � Z�� COUNTY SURVEYOR'S STATEMENT 0 o DETAIL 'A' VI_ -s_ o of Cr v 4 (796.74 PER Q� THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH N d ROS 10 774) ,`"' SECTION 8766 OF THE LAND SURVEYOR'S ACT THIS M LO 344 68 ' PER .DAY OF .T U/VE 1996. w `cc <�� v `L �1 o N 82 54" 215 • R 10774 0, M o , � G 6�'I g S (N82 - 17'5 3 - W 95 L5 0\ ' k C N 0 1141.42' P 1 141.47' 34 4.69' G DR`v` o � , ?�� ER ROS 10774) z TOM GARIBAY 0 z: O ,. 3 RCE 22989 e tx ,- 7 VL� COUNTY SURVEYOR N88'48'1 5"W L8 1254.46' C9 O� M cV ttoo, LSAJ24 C7 8 7 MEASURED DATA RECORD DATA PER MAP 10147 h BY .1 LINE DIRECTION DISTANCE DIRECTION DISTANCE 05/cr) PHILIP J. GIURBINO, L.S. 4424 EXP. a L1 N71 *35'38"W 305.08' N71 °32'54 "W 305.02' DEPUTY L2 N71 *3538"W 212.20 N71 *32'54"W) (212.16 DETAIL A � N I L3 N19 °59'26 "E 73.72' N20 ° 01'19 "E 73.73' 0 W� „ C. A> L4 N70 °00 34 W 21.00 N69'58 41 » W 21.00 �-- ---� NO SCALE O � r? L5 N821 7'54 "W 128.74' L6 N24'49'29 "W 84.00' N24'47'49 "W 84.00' 5 ° �- L7 N19'12'51 "W 35.46' N19'11'11 "W 35.48' 4 L8 N88'48'1 5"W 63.83' N88 °46'21 "W 63.83' - L9 N00 °31'02 "E 140.28' FD. 2" IP W BRASS CAP 34 35 L10 N71'35'38 "W 46.71' N71'32'54 "W 46.69' PER ROS 10774 Lll N19'59'26 "E 100.00' N19 °59'33 "E 100.00 RECORDER'S STATEMENT Is , LC5 8 I FILE N0. l q ( j - 3 'S ®5 ' FILED THIS 0 DAY _',Tu. y 1996 MEASURED DATA RECORD DATA PER MAP 10147 N T �' 1 5 O'CLOCK P. �. IN BOOK OF RECORDS CURVE RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT DELTA C5 , Cl C1 600.00' 452.88' 237.84' 43 600.00' 452.90' 237.85' 43 °1455" OF SURVEYS AT PAGE 15 a?� 1 AT THE C5 C2 600.00' 404.33' 210.18' 38 °36'40" 600.00' 404.36' 210.19' 38 °36'47" REQUEST OF THE CECIL E. RYALS C3 558.00' 394.12' 205.68' 40 °28'05" FEE $ 12 00 C4 25.00' 39.96' 25.70' 91'35'04" 25.00' 39.96 25.69' (91 C-4 0 C5 558.00' 27.06' 13.53' 02 °46'42" 558.00' 27.06' 13.53' 02 °46'42" .� » GREGORY J. SMITH U2A 0,04irt" V� GRAPHIC SCALE �, ° C6 25.00 36.82 22.66 84 °23 22 25.00 36.82 22.66 84 °23 22 200 0 100 200 400 � COUNTY RECORDER DEPUTY COUNTY RECORDER o C8 400.00 1.26 0.63 00'10 50 400.00 1.27 0.63 00'10 53 o „ „ z C7 430.00 12.36 6.18 01 °38 49 430.00 12.37 6.18 01 *38'52" 1 INCH = 200 FEET Right -of -Way Engineering services, Inc. CALIFORNIA COORDINATE INDEX 338 - 1683 Land Surveying 4167 AVENIDA DE LA PLATA, SUITE 114, OCEANSIDE, CA. 92056 (619) 732 -1366 ACAD FNAME:BATIQROS.DWG ASSESSOR'S PARCEL NUMBER SEE IDUVIDUAL SHEETS PLOTTED 6/20/96 R#O*S* NO* 1-15231 SHEET 2 OF 4 FD. 2" IP W TAG LS 5292 PER CORNER RECORD 5166. IN LIEU OF IP W/ CAP RE 636 PER MAP 10147 NORTHWEST CORNER LOT 3 L7 L$ L9 co ham 0 J Z4 C/ CO l� CIV SCALE- " =60' 0 N 0 Ki -Co Co N rl V FD 2" IP W/ TAG LS 5292 NO RECORD IN LIEU OF TAG LS 4871 PER MAP 10147 `g5 g� Lo Lo V N / W (C) r— N O _ 1 O 4° 9, , o Gtr o ^ o' rs� 3 r' l o r 4S O p N 0 N m pry 00 .( o _� z N 1 O 00 co 2 4 N ,N / V FD. 1 " I P LOT LOT 2 3 W/ 1-1/2" BRASS CAP LOT LOT c� = v PER ROS 10774 12 11 �° �s 27$ ? LINE DIRECTION DISTANCE / L1 N1 2 °56'59 "E 36.38' •�.., L1 FD. 2 "IP W/ L2 N01 °03'55 "W 69.11' 36.55 DD1 TAG LS 5292 L3 N08 °22'34 "E 64.28' PER ROS 10774 L4 NO2 °07'1 5 "W 56.76' (215 DD1) L5 I N00 °1 5'52 "E 59.37' N 7 '54"W 215.95' L6 N10 °14'24 "E 84.50' L7 N84 °12'16 "E 59.22' 11414 / L8 N65 °43'00 "E 45.27' 128 L9 N75'10'48 "E 40.70' L10 N06 °39'17 "E 65.92' L11 N 13 °50'29 "E 54.57' L12 N58 °00'00 "E 36.83' L13 N39 °44'1 YE 79.97' L14 N66 °44'34 "E 96.15' L15 N72 °31'59 "E 20.47' DD1 = F/P 94- 638238 O.R. 6o GRAPHIC o o SCALE 60 120 1 INCH = 60 FEET Right —of —Way Engineering Services, Inc. Land Surveying 4167 AVENIDA DE LA PLATA, SUITE 114, OCEANSIDE, CA. 92056 (619) 732 -1366 ACAD FNAME: BATROS2.DWG ASSESSOR'S PARCEL NUMBER: 216- 121 -20 PLOTTED 6/20/96 R*O*S* NO* 5231 SHEET 3 OF 4 N88 °4815 "W ' N88 °48'15 "W FD. 2" IP W TAG LS 5292 / 0.23' NERIE C OF P RE 636 SEE DETAIL 'A' w (0.10') PER MAP 10147 (PER ROS 10774) HEREON 00 NORTHWEST CORNER LOT 3 � �o FD. 3/4" IP W/ TAG LS 2789 N89 °37'38 "W PER ROS 10774 ACCEPTED N87.27'08 "E 172.57 z AS A POINT ON THE EASTERLY 98.65' LINE OF LOT 1 N73 s5'2 j „ - �-- N88 °48'11 "W " 171 � �� �� 0 1317.58' 0.32' ao � 00 ° FD. 2" I P W TAG LS 5292 0.42' o 1 PER ROS 10774. HELD FOR LINE SCALE 1 =60' Lo (o DETAIL ' A ' N61 o$ ?�i FD. 2" IP W CONC. NO SCALE 1 0, IN LIEU OF 1 -1/4" IP AND 1N Oo BRASS CAP PER ROS 10774 ON LINE n r7 N 00 Co L7 2 d / L6 N88°23'1 6 "W 186.46' ~/ r J /� J J 7 J J J .) ri >> ! l 1 r- L6 L5 10 7 $ 7 ° o SEE DETAIL 'A' HEREON SET TAG W EPDXY ON FACE OF ROCK RIP -RAP IN LIEU OF 2" IRON PIPE L1 N88 °46'1 9 "E fy 61.11' p 0 0 M CD CD M C N 00 r- u �t W oi O W I� 4 O O LL_ O ( z FALLS UNDER WATER N82-17' 7968 ROS 10 774) c ° 6 0 UNABLE T O SEARCH OR SET 77 ° z POSITION ESTABLISHED BY (N °17'53 » N PROPORTION PER ROS 10774 114 1.42' PER ROS 10 774) 114.47' - -G� -� 60� 0�2 c os ER �1 P LOT LOT FD. 1" IP W/ r ' 2 3 1-1/2" BRASS CAP b LOT LOT PER ROS 10774 0O ° MEASURED DATA RECORD DATA 12 11 LINE DIRECTION DISTANCE DIRECTION DISTANCE REF. �S 275 .ply �2 L1 N72'31'59 "E 20.47' N72 °31'59 "E 20.64' DD2 L2 N69 °58'09 "W 43.35' N69 °58'09 "W 43.35' DD2 L3 N1 4 °31'43 "E 69.45' N1 4 °31'43 "E 69.45' DD2 L4 N12 °08'29 "E 71.27' N12 °08'29 "E 71.27' DD2 L5 N89 °25'19 "E 74.19' N89 °25'19 "E 74.19' DD2 L6 N24 °35'19 "E 32.20' N24 °35'19 "E 32.20' DD2 L7 N34 °50'29 "W 25.34' N34 °50'29 "W 25.05' DD2 L8 N34 °50'29 "W 89.97' DD2 = F/P 94- 507583 O.R. GRAPHIC SCALE FALLS UNDER WATER 60 0 30 60 120 UNABLE TO SEARCH OR SET POSITION ESTABLISHED BY PROPORTION PER ROS 10774 1 INCH = 60 FEET Right —of —Way Engineering Services, Inc. Land Surveying 4167 AVENIDA DE LA PLATA, SUITE 114, OCEANSIDE, CA. 92056 ' (619) 732 -1366 ACAD FNAME: BATROS3.DWG ASSESSOR S PARCEL NUMBER: 216- 121 -18 PLOTTED 6/20/96 R *O*S* • 152,31,- f r .� SHEET 4 OF 4 27' 26 FD. 2" IP W/ BRASS CAP 27 26 PER MAP 12967 & ROS 10774 34 35 LEANING SOUTHEASTERLY, TIED IN AT POINT OF CONTACT „ , WITH THE GROUND SCALE 1 = 60 0 Lo o I� M O O U) d. O r ry w n N t SEE DETAIL 'A' C) N N83 ° 45'45 "W °1210 E 72 SHEET 3 o N83 25 '06 "W N7 1 24.55 , 18' CK 84.61' w Cl- N64 °25'52 "E 0 41.95' to Lo (41.93' DD3) , rr^^ r CO Lo N O w V) O O af o , �� N7� 32,28 -W °o w � w O �. �C, 57 2S, 00 (0 w o o r _ ��D� ���00 N 853 05 6 E o L N co 0 (� ( E N88 °06 13 E .� cfl o o o -J J � �° N"]$ °21'03 68.23' CD � � to z � 5 1-P 9 J - J2�`�' 6JvJ O J, 1J Co o � X6 0w N N r0 N W Z O N o�� O co N 00 0. O rn � z r7 CA �' o �� cp � Q LA O N88 °34'29 "W a? 77.67' N 71 K 'cP �,+ z O z N56 °46'41 "W L3 52.74' (698.79' DD3) (53.09' DD3) 698.50 N88 °48'11 "W 328.71 ' 290.36' (291.11'DD3) L1 (N88 °48'10 "W 1317.77' PER ROS 10774) 1317.58' UNABLE TO FIND OR SET FALLS IN SAND MINNING OPERATION POSITION ESTABLISHED BY PROPORTION PER ROS 10774. ('� ) SEE DETAIL 'A' J J C) SHEET 3 Fr P J5- 296398 O J r �J �ry nr w cy) In O MEASURED DATA RECORD DATA , LINE DIRECTION DISTANCE DIRECTION DISTANCE REF. FD. 2" IP W BRASS CAP 34I 35 L1 N00 °30'1 7 "E 11.20' N00 °30'25 "E 11.16' DD3 PER ROS 10774 L2 N34 °50'29 "W 64.64' N34 °50'29 "W 64.92' DD3 �S�' L3 N76 °42'38 "E 38.65' N76 °42'38 "E 38.65' DD3 DD3 = 95- 296398 O.R. GRAPHIC SCALE 60 0 30 60 120 1% 1 INCH = 60 FEET Right —of —Way Engineering Services, Inc. Land Surveying 4167 AVENIDA DE LA PLATA, SUITE 114, OCEANSIDE, CA. 92056 619 732 -1366 ACAD FNAME: BATROS4.DWG ASSESSOR'S PARCEL NUMBER 216- 121 -21 & 22 PLOTTED 6/20/96