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2017-7000319R CORD OF SURVEY NL4P NO* SHEET 1 OF 2 SHEETS • INDICATES FOUND MONUMENT AS NOTED. RW0lW OF SURVEY E INDICATES FOUND WELL MONUMENT AS NOTED. NORTHERLY 0 INDICATES SET 3/4" X 18" IRON PIPE AND DISC THE SOUTHERLY ONE -HALF OF LOT 14, OF BLOCK "I ", ENCINITAS HIGHLANDS, W MARKED IS 7959 ". IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, R1 INDICATES RECORD DATA PER MAP NO. 2141. ACCORDING TO MAP THEREOF NO. 2141, FILED IN THE OFFICE OF THE Oo 0o Oo COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 4, 1928 AS R2 INDICATES RECORD DATA PER PM NO. 1015. DESCRIBED IN DEED TO CREWS RECORDED ON OCTOBER 5, 1981 AS FILE NO. R3 INDICATES RECORD DATA PER CR NO. 15617. 81- 316033, O.R. R4 INDICATES RECORD DATA PER CR NO. 26527. R5 INDICATES RECORD DATA PER ROS NO. 21066. ® FOUND M -10 WITH 3" BRASS CAP, AND PUNCH, ®FOUND 112" REBAR WITH CAP MARKED IS 5706" PER ROS NO. 21066, CR NO. 26527. OQ FOUND 518" IRON PIN PER MAP NO. 2141, ROS NO. 21066, CR NO. 26527. ®FOUND 3/4" IRON PIPE, OPEN, NO RECORD. NOT HELD - SHOWN FOR TIE ONLY OFOUND 112" IRON PIPE, OPEN, NO RECORD. NOT HELD - SHOWN FOR TIE ONLY. O.�. FOUND 314" IRON PIPE, WITH CONC., NO RECORD. HELD FOR LINE AS DEPICTED. OFOUND REBAR WITH CAP MARKED IS 7927" PER ROS NO. 21066. HELD FOR LINE AS DEPICTED OFOUND 112" SQUARE IRON PIN PER PM NO. 1015 AND ROS NO. 21066. NO STAMP, ACCEPTED AS MONUMENT PER MAP N0. 11795, ROS N0. 20430, CR N0. 15617 ®FOUND 5/8" IRON PIN PER MAP N0. 2141. HELD AS DEPICTED ©FOUND 3/4" IRON PIPE WITH DISC MARKED IS 2_34" (SECOND DIGIT ILLEGIBLE), NO RECORD. NOT HELD -SHOWN FOR TIE ONLY. OFOUND 2" IRON PIPE, OPEN, NO RECORD. � NOT HELD -SHOWN FOR TIE ONLY. QFOUND ?/2" IRON PIN PER CR N0.15617 HELD FOR LINE AS DEPICTED. OFOUND M -10, WITH 3" BRASS CAP, AND PUNCH, NO STAMP, ACCEPTED AS MONUMENT PER MAP N0. 11795, CR N0. 15617. OFOUND 2" IRON PIPE WITH DISC MARKED IS 4359" PER MAP N0. 11795. OFOUND 3/4" IRON PIPE WITH CAP MARKED IS 4306" PER ROS N0. 21066, CR N0. 15617. OI FOUND 2" IRON PIPE WITH DISC MARKED IS 3065" PER PM N0. 1015, ROS N0. 21066, CR N0. 15617. HELD FOR LINE AS DEPICTED OFOUND 2" IRON PIPE WITH DISC MARKED IS 3065" PER PM N0. 1015, ROS N0. 21066, CR N0. 15617. HELD FOR LINE AS DEPICTED. FOUND REBAR WITH CAP MARKED IS 7927" PER ROS N0. 21066. HELD FOR LINE AS DEPICTED OFOUND REBAR WITH CAP MARKED IS 7927" PER ROS N0. 21066. OM FOUND 3/4" REBAR WITH CAP MARKED IS 4441" PER ROS N0. 21066, CR N0. 22643. NOT HELD -SHOWN FOR TIE ONLY. O� FOUND 5/8" IRON PIN PER MAP N0. 2? 41, ROS N0. 21066, CR N0. 26527. OO FOUND 5/8" IRON PIN PER MAP N0. 2141. SHOWN FOR TIE ONLY. BL BOUNDARY LINE BLDG BUILDING E EASTERLY N NORTHERLY OH OVERHANG S SOUTHERLY W WESTERLY WF WOOD FENCE �7 Alm COASTAL LAND SOLUTIONS,INC. 577 SECOND STREET ENCINITAS. CA 92024 Ph 760 - 230 -6025 SURVBYOR'S STATSA1SlVT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REaUIREMENTS OF THE i PROFESSIONAL LAND SURVEYOR'S ACT AT THE REQUEST OF CHRIS SPAIN IN FEBRUARY THROUGH APRIL, 2017. SEAN C. NGLER7, L. S. 7959 DATE Ba'fasL7 OFBltfR��iS 0 N SAS! PIEGUITO PRIVE 0 THE EASTERLY LINE LINE OF BLOCK "I" OF MAP NO. 2141. I.E. N00'03'00 "W SURVBYORPS x� 1. ALL LOT AND BLOCK CORNERS ALONG THE WESTERLY LINE OF BLOCK "I" AND EASTERLY LINE OF BLOCK "L" OF MAP NO. 2141 WERE SEARCHED FOR WITH FOUND MONUMENTS HELD OR SHOWN FOR TIE -ONLY AS DEPICTED. 2. SINGLE PROPORTIONATE MEASUREMENT WAS UTILIZED BETWEEN THE N.W. CORNER OF LOT 8 IN BLOCK "L" AND THE N.E. CORNER OF LOT 9 IN BLOCK "I" OF MAP NO. 2141 AS DEPICTED HEREON. 3. SINGLE PROPORTIONATE MEASUREMENT UTILIZED TO ESTABLISH THE WESTERLY BOUNDARY CORNERS OF BLOCK "1" AS DEPICTED HEREON. 4. SINGLE PROPORTIONATE MEASUREMENT UTILIZED TO ESTABLISH THE EASTERLY BOUNDARY CORNERS OF LOT 14 BETWEEN THE N.E. CORNER OF LOT 13 AND S.E. CORNER OF LOT 16. THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYOR'S ACT THIS �ry_ DAY OF 4UGU_S�" 2017. TODD W. THOMAS, L.S. 7131 FOR THE COUNTY SURVEYOR FILE NO. OLMI- -100031°► FILED THIS �� DAY OF v %l AT Vol. O'CLOCK IN BOOK OF RECORDS OF SURVEY MAPS AT PAGE - AT THE REQUEST OF SEAN C. ENGLERT. LAND r1. TH ,J/Az L. S. 7131 EXP. 12 -31 -1 ERNEST J. DRONENBURG, JR. COUNTY RECORDER BY: V4 DEPUTY COUNTY RECORDER FEE $12 CLS #1440TOP0 APN 258 - 102 -11 CCI 318 -1677 I � w zm z o0m zm Z00 ww L.� I . O7 uj Oo 0o Oo o� �co Q O p 3 p w p w 0 w Uo J J w- w-_ w- SURVBYOR'S STATSA1SlVT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REaUIREMENTS OF THE i PROFESSIONAL LAND SURVEYOR'S ACT AT THE REQUEST OF CHRIS SPAIN IN FEBRUARY THROUGH APRIL, 2017. SEAN C. NGLER7, L. S. 7959 DATE Ba'fasL7 OFBltfR��iS 0 N SAS! PIEGUITO PRIVE 0 THE EASTERLY LINE LINE OF BLOCK "I" OF MAP NO. 2141. I.E. N00'03'00 "W SURVBYORPS x� 1. ALL LOT AND BLOCK CORNERS ALONG THE WESTERLY LINE OF BLOCK "I" AND EASTERLY LINE OF BLOCK "L" OF MAP NO. 2141 WERE SEARCHED FOR WITH FOUND MONUMENTS HELD OR SHOWN FOR TIE -ONLY AS DEPICTED. 2. SINGLE PROPORTIONATE MEASUREMENT WAS UTILIZED BETWEEN THE N.W. CORNER OF LOT 8 IN BLOCK "L" AND THE N.E. CORNER OF LOT 9 IN BLOCK "I" OF MAP NO. 2141 AS DEPICTED HEREON. 3. SINGLE PROPORTIONATE MEASUREMENT UTILIZED TO ESTABLISH THE WESTERLY BOUNDARY CORNERS OF BLOCK "1" AS DEPICTED HEREON. 4. SINGLE PROPORTIONATE MEASUREMENT UTILIZED TO ESTABLISH THE EASTERLY BOUNDARY CORNERS OF LOT 14 BETWEEN THE N.E. CORNER OF LOT 13 AND S.E. CORNER OF LOT 16. THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYOR'S ACT THIS �ry_ DAY OF 4UGU_S�" 2017. TODD W. THOMAS, L.S. 7131 FOR THE COUNTY SURVEYOR FILE NO. OLMI- -100031°► FILED THIS �� DAY OF v %l AT Vol. O'CLOCK IN BOOK OF RECORDS OF SURVEY MAPS AT PAGE - AT THE REQUEST OF SEAN C. ENGLERT. LAND r1. TH ,J/Az L. S. 7131 EXP. 12 -31 -1 ERNEST J. DRONENBURG, JR. COUNTY RECORDER BY: V4 DEPUTY COUNTY RECORDER FEE $12 CLS #1440TOP0 APN 258 - 102 -11 CCI 318 -1677 R CORD OF SURVEY NL4P NOO L9 �L@C�G�'IF SHEET 2 OF 2 SHEETS I I I I 0 0 CH H@o 22M 1 1 1 1 � TIC � To o cy/ Ll UL5 I I o L@CM ME" °N��� BASIS OF BEARINGS N00'03'00 "W 1020.06' (N00'03'00 "W 1019.57' R1) N N00'03'00 "W 980.05' (N00'03'00 "W R1,�R5 979.58' R1, 979.97' R5) O L2 198.20 N00 03 00 W 198.00 R2 0 622.03 622.05 RS Q ( ) ( ) 0 0 Do 159.83' (159.79' R3, 159.73' R5) L1 132.17' (132.14' R5) L4 L5 490.00' (489.99' R1, 490.04' R5) , (132.00 R2, 132.14 R3) 132.03 (132.01 R5) N010411 E 225.85' (225.87' R3, 225.76' R5) � 40.18' I 'M 20' x ^ 358.02 (N00'03 04 E 358.01 R3) J ^ Ln 20' 1 i I 490.05' (489.59' R1) ( J( W W- 1 I 1 ;Y, �- 20 N' I� � O N N ul �-Lri i°N� a 1 1 2 i c ol CIRO TM c,7 cZ7 O 3: U CCJJ r- V- w T ,- OO Ln Ln 04 I w N N r- I I o I 0 w M I I Polo f l 0] G30� G`�O° � f l OC` O= � N I �`t M I o 00 0o N00 02 27 W 980.03 (N00 03 00 W 979.67 R1, N00 03 05 W 980.18 R5) o co t` ° u.i ,,10 ►r o rn rn '' I I 491.08 (490.84 R1) ( I ;n Lo a, 488.95 (488.83 R1, 489.04 R5) rn co 0 °o a0 rn ' :. N o z r� z � rn Z C� 1-1 ,`;� ( N89'S7'33 "E 0.28' (0.27' R5) I I z I I 1 °° �_ ►°� ° 00 292.98' 92.99' R5 O U e � � M v � -- - - - - -- ------ 1 - - - - -- - - - -- - - - -- 198.10 (198.14 R5)- - - ---- ------- - - - - -- - -- - ------ - - - - -- -- - - - - -- � �� _ _ _ oo _ °M �N 132.03 (132.0 R1) ( ) 0 66.01' 66.02' 92.85' 92.83' R1 M ° v o - Lo T` 132.03 (132.0 R1) ►� ui I I 1.00 I (N00 02 59 W 92.99 R4) _ 7 �n o 0 ( I 132.03' (132.0' R1) ( rn 00 o 0o O 00 to N Lo N �^ I I I mm I V7 C3dOC�C3 O *- d' M ci Uri � d- Ln I 0 Lo Sri ° rn + `� o ° �a,� �a I� ��I a w Q �� �� �I N M 0o of � I I I w o .- � ° �- V . 1LJ z _ 3 �] C)0 '� I w w w ( L, �n w w w I�Oo : , � i7 I I i a N N Ld CO V 1 v T N I j :n j I o Q� j I cD ;'� 00 to to ° �� l� Z zZi ,Z M S 00 00 Z� 0) �� A z _ o z I I 132.04 z oo I .� z z Z n I I 1 I + 132.0 R1) o (N00'02'53 "E 91.76' R4) S65'38'21 "E 0.80'I 492.20' (492.08' R1) I --- 132.04' (132.0' R1) j 66.02' ,/ 66.02' 132.04' (132.0' R1) I 91.69' (91.67' R1) L) 1 Ir ICo f_ ° - - - - - 10� 0 L I i Lo to EE DETAIL VIEW "A" co rn N I N C3 w N 0 O z 0 `y N00'02'46 "W 980.01' (N00003'00 "W R1,R5 979.75' R1, 980.34' R5) T ° SAN 17 I EGU I TO PR. N I I 908.18' . j I N00'02'46 "W 1020.01' (N 00'03'00 "W 1019.76' R1) � I 19 1 4 COASTAL LAND SOLUTIONS, INC. 577 SECOND STREET ENCINITAS, CA 92024 Ph 760 - 230 -6025 DETAIL "A" SCALE: 1 " =1' LINE TABLE LINE# LENGTH BEARING L1 66.03' N00'03'00 "W L1 R2 66.00' N00'03'00 "W L1 R3 66.08' N00'03'04 "E L1 R5 66.04' N00'03'00 "W L2 1.00' N89'57'00 0'E L2(R1 ) 1.00' L2 R3 1.00' L2 R5 0.91 L3 0.11' N89'57'00 "E L3 R5 0.18' L4 66.03' N00'03'00 "W L4 R5 66.01' N00'03'00 09 W L5 66.00' N00003'00 "W L5 RS 66.01' N00'03'00 "W L6 0.28' N83'19'10 "W L6 R5 0.32' N71'35'31 "W L7 0.17' N00'02'27 "W L7 R4 0.17' N00'04'03 "W L8 0.48' N 75'57' 50 "E L9 20.02' tN00*29'54t'F K R@9 a0o &)@&% �o /46'i! 111.83' 89'57'14 "E 19.73' R ul W - -4%�; T@ ML @@% m(17 R@% ao° 07 e GRAPHIC SCALE 1 " =50' 0 50 100 150 CLS #1440TOP0 APN 258 - 102 -11 CCI 318 -1677 d ul W - -4%�; T@ ML @@% m(17 R@% ao° 07 e GRAPHIC SCALE 1 " =50' 0 50 100 150 CLS #1440TOP0 APN 258 - 102 -11 CCI 318 -1677