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rs147_044LINE DATA NO. BEARING LENGTH L1 IN 89'46'08" W 15.00' 10 cr_ 552.44' 1 2 50' R/W PER BOOK 1283 PAGE 157 REC. 6/28/1951, O.R. W -t- Z J tJ �En 0 ^o T_ cy- cr_ V) Nw 00 NO. DELTA Z O tF C1 N W N N N m N � N 20.00' ,M,^^ ,�,^^ T 4 J Y J C2 \�� O ic) re) N `� r- 0000 Q0O�o 31.31' R1 C3 o�0z m 31.53' N z z 50' R/W PER BOOK 1283 PAGE 157 REC. 6/28/1951, O.R. W -t- Z J tJ �En 0 ^o CURVE DATA N• o Lq Lo NO. DELTA co w C1 N Ln 31.51' LO co N � N 20.00' N C2 \�� 50' 31.31' C2 ALEJO ROAD (553.00') R2 (552.39') R1 0 LO 422.47' (422.43') R 1 BLOCK 79 �� I i I 462.57' �-- , N 89'48'06" W 552.57' w (N 89 47 58 W 552.53) R1 0 0 6 462.57'-•- H BLOCK 78 0.18' -------------------------------------------- E 0 Y_ BLOCK 77 (E 2633.40') R2 (N 89.47'20" E 2634.48') R1 (N 89.47'20" W 2634.4l') R5 N 89'47' 14" E 2634.53' SFN EST. AT INT -X N LINE OF FD. MON. � SEC 14 __ �_� i i CURVE DATA K 0o NO. DELTA RADIUS LENGTH C1 90'16'59" 20.00' 31.51' C 1 90016'53" 20.00' 31.51') R1 C2 89041'25" 20.00' 31.31' C2 89°41'30" 20.00' 31.31' R1 C3 90'20'03 " 20.00' 31.53' ALEJO ROAD (553.00') R2 (552.39') R1 0 LO 422.47' (422.43') R 1 BLOCK 79 �� I i I 462.57' �-- , N 89'48'06" W 552.57' w (N 89 47 58 W 552.53) R1 0 0 6 462.57'-•- H BLOCK 78 0.18' -------------------------------------------- E 0 Y_ BLOCK 77 (E 2633.40') R2 (N 89.47'20" E 2634.48') R1 (N 89.47'20" W 2634.4l') R5 N 89'47' 14" E 2634.53' SFN EST. AT INT -X N LINE OF FD. MON. � SEC 14 __ �_� i i (69.68') R 1 f I I K 0o co 40' 0) I L w to i Z 10 10 N r-- I 00 LO I 15' I 04 U �C 04 � N I 0�0 N N 10 15' I ' Fm_fNI 10 � n 1 �1 FD PER R1 -,v o 0 N N w ,--\ 0 Lri co cp 25.00' SE COR LOT 78 1 ]T FD PER R1 O -I w w -co 0) > NW�J N� N �w W o m o) po tet- .4-0 w Lri 10 OY N o o u-) 00 o 0o J 'Q z o z V 25' 00 D -�--------�--------------------------------------------- - w w 0• 0 6 N BLOCK 75 00 00 BLOCK 76 25' R/W PER INST. FD. NAIL &TAG ON N0. 21617 REC. TOP OF BLOCK WALL 2/20/1964, O.R. ___ __________RCE 11842, 0.33' --------------------- - NORTH OF POSITION ON RICE OF BLOCK 74 SEE DETAIL •A• 0.33' AT RIGHT BLOCK 74 -- 50 • 10 Lr- G'Ri 25.00' lk 25.00' W. AMADO ROAD O 0i O r' N 15 14 W 1/4 S 89'46908" E 527.95'(528.00') R2 462.95' BLOCK 73 LO N ' 442.91 AMADO ROAD 553.04' (553.00') R2 TAHQUITZ - McCALLUM WAY 553.65'(553.62') R7 n. IN THE CITY OF PALM SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BLOCK 73 OF BLM SUPPLEMENTAL PLAT DATED JUNE 27, 1956 LOCATED IN THE NORTH HALF' OF THE NORTHWEST QUARTER OF SECTION 14, T4S, R4E, S.B.M. I5MSA CONSULTING, INC. JUNE - 2016 MONUMENT NOTES (2082.09') R1 2082.12' (E 2080.40') R2* L1 25' N 89059'0191 E 2629.70' (N 89°58'59" E 2629.72) R1 (N 89'58'59" E 2629.65') R5 �O `o u 1 Ln `0 6 00 O pe) W t W r u 1 ON Z CTR 1/4 Ico 10 cc w J J Q m Q ci N r*�0 n co� w N N N W W r7 tet- .. 0 NLn 0 o0 co z0 0 0 -Ln' vi w Lo M co L6 ro V_ v- PO ry 00 w .d- 00 co aoilo-a5143i2- SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS '� +� DAY OF 20 , AT 1:33 M. , IN BOOK I 7 OF RECORDS OF SURVEY, AT PAGE q H , AT THE REQUEST OF THE COUNTY SURVEYOR. NO. aniLp- 6,5 IL13 19 FFD. 2 1/2" GLO BR DSK, STMPD "S10/S11/S14/S15", IN WELL, DN. 0.7', PER FEE ID R1, ACCEPTED AS THE NW COR. OF SEC. 14 11g FD. 1" I.P. "LS. 3561" IN WELL, DN. 0.89, PER R3, R4 & R10 ACCEPTED AS PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER THEN 1/4 COR. OF SEC. 14 BY: DEPUTY © FD. 2" BR. DSK, STMPD "CPS 14-2", IN WELL, DN 0.5', PER R3, R69 R9 & 14 R10 ACCEPTED AS THE CENTERLINE OF E. AMADO ROAD AND AVENIDA SURVEYOR'S STATEMENT S F DI N FD. GIN SPIKE & WASHER "L.S. 8869".. DN 0.1 IN WELL, NO REFERENCE, THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY PL LANA �� ACCEPTED AS A THE SE CORNER OF THE NE 1/4 OF THE NW 1/4 OF SEC. 14 ME OR UNDER MY DI RECTION IN CONFORMANCE WITH THE �5 G REQUIREMENTS OF THE PROFESSIONAL LAND SU FD. lot REBAR (FORD AXLE PER R 1, R9 & C. E.T.B. 14-2), I N WELL, ACCEPTED ACT, AT THE REQUEST OF GEORGE YOUSEF, IN APRIL OF CHARLES R. HARRIS FE -]OC O AS THE SE COR. OF THE NW 1/4 OF SEC. 14 2016. 11. �� � � No. 4989 F FD. 1 I.P. W/NAIL NO TAG, IN WELL, DN. 0.6 , PER R1, ACCEPTED AS THE SW » DATE: � �• ❑ Q' COR. OF THE NW 1/4 OF SEC. 14, SET TAG PLS 4989 G] FD. 1" I.P., ILLEGIBLE TAG, IN WELL, PER R1, ACCEPTED AS THE C/L INT -X OF 1r CAS' W. AMADO AND INDIAN CANYON DRIVE CHARLES R. HARRIS H] FD. LEAD & TAG "L.S. 23449, IN SIDEWALK, PER R1, FOUND N 8948'06" W P.L.S. 4989 FH 0.189 OUT OF POSITION COUNTY SURVEYOR'S STATEMENT a » NPS � AND FD. 2 I.P. W/TAG, L S. 2921 , DN 0.6 , PER R 1, ACCEPTED AS BCR R/W OF LOT 2 OF R1 c:)� G 'A THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH > SECTION 8766 OF THE PROFESSI LAND SURVEYORS ACT, V� FjjFD. 2 I.P. W/TAG, LS. 2921 , DN 0.7 , PER R1, ACCEPTED AS ECR R/W OF THIS " L1AY OF ode c,i 20 � � /� 9 a- (� LOT 2 OF R1 � No. 7611 7� 7k K FD. CHS "X» I N WALK, NO REFERENCE, FLUSH, ACCEPTED AS BCR R/W OF LOT Exp. 12-31-16 1 OF R1, SET TAG PLS 4989 clj, �Q AICHARD COUNTY SURVUOR 2" I.P. W AG, "LS. 2921", DN 0.1', PER R1, ACCEPTEDAS ECR R OF ©FD. �� P.L.S. 7611 C A� LOT 1 OF R1 Fm] F.D. 3/4" I.P. W/fAG, "L.S. 2344", UP 0.4', PER R1, ACCEPTED AS SE. COR. OF LOT 1 OF R1 ., S URVEYOR S NOTES [_N1 FD. 1" I.P. NO ID, OPEN, FLUSH,toACC07M AS THE NE CCR. OF BLOCK 78 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE WESTERLY LINE OF PER R1, SET TAG PLS 4989 THE OF THE NORTHWEST QUARTER (1/4) OF SECTION 14, TOWNSHIP 4 SOUTH, FD. 1" I.P. NO ID, OPEN, FLUSH, ACCEPTED AS THE SE COR. OF BLOCK 78 RANGE 4 EAST S.B.M., AS SHOWN ON TRACT MAP N0. 49229 ON FILE IN BOOK 76, 10 AT PAGE 76-77, OF MAPS. PER R1, SET TAG PLS 4989 TAKEN AS: N 00004"1399 W np FD. 1 to I.P., OPEN ( BRASS DISK MISSING), DN. 0.9' IN WELL, ACCEPTED AS THE 0 INDICATES FOUND MONUMENT AS NOTED. C/L INT -X OF E. AMADO ROAD AND GgLLE EL SEGUNDO PER PM 20/599 R49 R7 & R8, SET TAG "PLS 4989" 0 INDICATES SET 1 I.P. FLUSH, P.L.S. 4989„ , UNLESS NOTED OTHERWISE ❑ INDICATES SET NAIL & TAG IN CONC., FLUSH, "P.L.S. 4989" FQ_1 FD. NAIL &TAG, "CPS", FLUSH, IN TOP OF CURB, ACCEPTED AS MONUMENT TIE - R1 INDICATES RECORD DATA PER M.B. 76/76-77. PER CETB 14-11 ( ) / (-) R2 INDICATES RECORD DATA PER B.L.M. PLAT / DATED JUNE, 1956. EE FD. NAIL HOLE, NO ID, FLUSH, IN TOP OF CURB, ACCEPTED AS MONUMENT TIE - PER CETB 14-11 ( ) R3 INDICATES RECORD DATA PER M.B. 399/21-23. ❑ ""CPS"". (-) FD. NAIL &TAG, CPS , FLUSH, IN CONCRETE, ACCEPTED AS MONUMENT TIE PER R4 INDICATES RECORD DATA PER M.B. 111/77-78. CETB 14-11 (-) R5 INDICATES RECORD DATA PER R.S. 53/96- 99. S.F.N. THE 3 TIES CREATE A 0.2' CIRCLE. HELD TIE FROM AS BEST FIT TO (-) R6 INDICATES RECORD DATA PER R.S. 79/17. PREVIOUS C/L INT -X POSITION. SET COPPERWELD, FLUSH, STAMPED "P.L.S. (-) R7 INDICATES RECORD DATA PER M.B. 140/46-48. " 4989. (-) R8 INDICATES RECORD DATA PER P.M. 86/100. COUNTY SURVEYOR'S NOTE (-) R9 INDICATES RECORD DATA PER M.B. 200/47-48. (-) R10 INDICATES RECORD DATA PER M.B. 90/92-93. THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF INDICATES CENTERLINE THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DMSION 2 (R) INDICATES RADIAL BEARING (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE. THE * INDICATES RECORD PER CALC U LATI O N PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S). CETB INDICATES CITY ENGINEER TIE BOOK --iiii B.I.A. INDICATES BUREAU OF INDIAN AFFAIRS Np,� L-A/Vp , �Q s� BLM_ 1956 INDICATES GOVT PLAT DATED JUNE 27, 1956 RI ARD G. LANTIS, C TY SURVEYOR C BLM-2011 INDICATES GOVT PLAT DATED AUGUST 18, 2011 P.L.S. 7611 U 0 THE PURPOSE OF THE SURVEY IS TO RE-ESTABLISH THE C/L INT. OF EAST AMADO �L cif. ROAD AND CALLE ENCILIA, AND MONUMENT THE BOUNDARY OF BLOCK 73 LESS THE No. 7611 STREET R/W DEDICATED TO THE CITY OF PALM SPRINGS. Exp. 12-31-16 7k DATES OF FIELD SURVEY: 4/13, 4/149 4/281, 5/16 OF 2016. F\� O OF C A� RIV, CO. 16-066 J.N. 2314 � a f I I � 40' w i Z w I C) O I 15' I 04 U �C m I 01 r7 J 15' STREET R/W i = 3:W rn PER B.I.A. r i d- -u� W R/W FI LE o o J NO. 375-463 \ 00 0 �C "� I G I z V z .� 10 I J I Lo o W 8.22, \ C •22� ��1 I I 1� 1 E. AMADO ROAD D i I i FQ-] DETAIL wAw I NOT TO SCALE N 89059'0191 E 2629.70' (N 89°58'59" E 2629.72) R1 (N 89'58'59" E 2629.65') R5 �O `o u 1 Ln `0 6 00 O pe) W t W r u 1 ON Z CTR 1/4 Ico 10 cc w J J Q m Q ci N r*�0 n co� w N N N W W r7 tet- .. 0 NLn 0 o0 co z0 0 0 -Ln' vi w Lo M co L6 ro V_ v- PO ry 00 w .d- 00 co aoilo-a5143i2- SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS '� +� DAY OF 20 , AT 1:33 M. , IN BOOK I 7 OF RECORDS OF SURVEY, AT PAGE q H , AT THE REQUEST OF THE COUNTY SURVEYOR. NO. aniLp- 6,5 IL13 19 FFD. 2 1/2" GLO BR DSK, STMPD "S10/S11/S14/S15", IN WELL, DN. 0.7', PER FEE ID R1, ACCEPTED AS THE NW COR. OF SEC. 14 11g FD. 1" I.P. "LS. 3561" IN WELL, DN. 0.89, PER R3, R4 & R10 ACCEPTED AS PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER THEN 1/4 COR. OF SEC. 14 BY: DEPUTY © FD. 2" BR. DSK, STMPD "CPS 14-2", IN WELL, DN 0.5', PER R3, R69 R9 & 14 R10 ACCEPTED AS THE CENTERLINE OF E. AMADO ROAD AND AVENIDA SURVEYOR'S STATEMENT S F DI N FD. GIN SPIKE & WASHER "L.S. 8869".. DN 0.1 IN WELL, NO REFERENCE, THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY PL LANA �� ACCEPTED AS A THE SE CORNER OF THE NE 1/4 OF THE NW 1/4 OF SEC. 14 ME OR UNDER MY DI RECTION IN CONFORMANCE WITH THE �5 G REQUIREMENTS OF THE PROFESSIONAL LAND SU FD. lot REBAR (FORD AXLE PER R 1, R9 & C. E.T.B. 14-2), I N WELL, ACCEPTED ACT, AT THE REQUEST OF GEORGE YOUSEF, IN APRIL OF CHARLES R. HARRIS FE -]OC O AS THE SE COR. OF THE NW 1/4 OF SEC. 14 2016. 11. �� � � No. 4989 F FD. 1 I.P. W/NAIL NO TAG, IN WELL, DN. 0.6 , PER R1, ACCEPTED AS THE SW » DATE: � �• ❑ Q' COR. OF THE NW 1/4 OF SEC. 14, SET TAG PLS 4989 G] FD. 1" I.P., ILLEGIBLE TAG, IN WELL, PER R1, ACCEPTED AS THE C/L INT -X OF 1r CAS' W. AMADO AND INDIAN CANYON DRIVE CHARLES R. HARRIS H] FD. LEAD & TAG "L.S. 23449, IN SIDEWALK, PER R1, FOUND N 8948'06" W P.L.S. 4989 FH 0.189 OUT OF POSITION COUNTY SURVEYOR'S STATEMENT a » NPS � AND FD. 2 I.P. W/TAG, L S. 2921 , DN 0.6 , PER R 1, ACCEPTED AS BCR R/W OF LOT 2 OF R1 c:)� G 'A THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH > SECTION 8766 OF THE PROFESSI LAND SURVEYORS ACT, V� FjjFD. 2 I.P. W/TAG, LS. 2921 , DN 0.7 , PER R1, ACCEPTED AS ECR R/W OF THIS " L1AY OF ode c,i 20 � � /� 9 a- (� LOT 2 OF R1 � No. 7611 7� 7k K FD. CHS "X» I N WALK, NO REFERENCE, FLUSH, ACCEPTED AS BCR R/W OF LOT Exp. 12-31-16 1 OF R1, SET TAG PLS 4989 clj, �Q AICHARD COUNTY SURVUOR 2" I.P. W AG, "LS. 2921", DN 0.1', PER R1, ACCEPTEDAS ECR R OF ©FD. �� P.L.S. 7611 C A� LOT 1 OF R1 Fm] F.D. 3/4" I.P. W/fAG, "L.S. 2344", UP 0.4', PER R1, ACCEPTED AS SE. COR. OF LOT 1 OF R1 ., S URVEYOR S NOTES [_N1 FD. 1" I.P. NO ID, OPEN, FLUSH,toACC07M AS THE NE CCR. OF BLOCK 78 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE WESTERLY LINE OF PER R1, SET TAG PLS 4989 THE OF THE NORTHWEST QUARTER (1/4) OF SECTION 14, TOWNSHIP 4 SOUTH, FD. 1" I.P. NO ID, OPEN, FLUSH, ACCEPTED AS THE SE COR. OF BLOCK 78 RANGE 4 EAST S.B.M., AS SHOWN ON TRACT MAP N0. 49229 ON FILE IN BOOK 76, 10 AT PAGE 76-77, OF MAPS. PER R1, SET TAG PLS 4989 TAKEN AS: N 00004"1399 W np FD. 1 to I.P., OPEN ( BRASS DISK MISSING), DN. 0.9' IN WELL, ACCEPTED AS THE 0 INDICATES FOUND MONUMENT AS NOTED. C/L INT -X OF E. AMADO ROAD AND GgLLE EL SEGUNDO PER PM 20/599 R49 R7 & R8, SET TAG "PLS 4989" 0 INDICATES SET 1 I.P. FLUSH, P.L.S. 4989„ , UNLESS NOTED OTHERWISE ❑ INDICATES SET NAIL & TAG IN CONC., FLUSH, "P.L.S. 4989" FQ_1 FD. NAIL &TAG, "CPS", FLUSH, IN TOP OF CURB, ACCEPTED AS MONUMENT TIE - R1 INDICATES RECORD DATA PER M.B. 76/76-77. PER CETB 14-11 ( ) / (-) R2 INDICATES RECORD DATA PER B.L.M. PLAT / DATED JUNE, 1956. EE FD. NAIL HOLE, NO ID, FLUSH, IN TOP OF CURB, ACCEPTED AS MONUMENT TIE - PER CETB 14-11 ( ) R3 INDICATES RECORD DATA PER M.B. 399/21-23. ❑ ""CPS"". (-) FD. NAIL &TAG, CPS , FLUSH, IN CONCRETE, ACCEPTED AS MONUMENT TIE PER R4 INDICATES RECORD DATA PER M.B. 111/77-78. CETB 14-11 (-) R5 INDICATES RECORD DATA PER R.S. 53/96- 99. S.F.N. THE 3 TIES CREATE A 0.2' CIRCLE. HELD TIE FROM AS BEST FIT TO (-) R6 INDICATES RECORD DATA PER R.S. 79/17. PREVIOUS C/L INT -X POSITION. SET COPPERWELD, FLUSH, STAMPED "P.L.S. (-) R7 INDICATES RECORD DATA PER M.B. 140/46-48. " 4989. (-) R8 INDICATES RECORD DATA PER P.M. 86/100. COUNTY SURVEYOR'S NOTE (-) R9 INDICATES RECORD DATA PER M.B. 200/47-48. (-) R10 INDICATES RECORD DATA PER M.B. 90/92-93. THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF INDICATES CENTERLINE THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DMSION 2 (R) INDICATES RADIAL BEARING (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE. THE * INDICATES RECORD PER CALC U LATI O N PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S). CETB INDICATES CITY ENGINEER TIE BOOK --iiii B.I.A. INDICATES BUREAU OF INDIAN AFFAIRS Np,� L-A/Vp , �Q s� BLM_ 1956 INDICATES GOVT PLAT DATED JUNE 27, 1956 RI ARD G. LANTIS, C TY SURVEYOR C BLM-2011 INDICATES GOVT PLAT DATED AUGUST 18, 2011 P.L.S. 7611 U 0 THE PURPOSE OF THE SURVEY IS TO RE-ESTABLISH THE C/L INT. OF EAST AMADO �L cif. ROAD AND CALLE ENCILIA, AND MONUMENT THE BOUNDARY OF BLOCK 73 LESS THE No. 7611 STREET R/W DEDICATED TO THE CITY OF PALM SPRINGS. Exp. 12-31-16 7k DATES OF FIELD SURVEY: 4/13, 4/149 4/281, 5/16 OF 2016. F\� O OF C A� RIV, CO. 16-066 J.N. 2314 � a - i Z I I I 01 15' W r I l rn I �t Io 1 O 10 I J I Lo o W � I I 1� 1 I W I I I J I J 89'45'46" E 2632.18' Q - - - I P V (5 78.25) R8 578.09'v(578.00') R2 1501.05' (1502.40') R2* SE COR NE 1/4 ��--- SFN NW 1/4 PER R9 00 3 w 09 1009 200 300 400 ^N N o N r� O -- SCALE 1 "=100' o ro SFN EST. AT INT-XZ n' OF FD. MON..� 2076.05 (2076.101) R1 N 89059'0191 E 2629.70' (N 89°58'59" E 2629.72) R1 (N 89'58'59" E 2629.65') R5 �O `o u 1 Ln `0 6 00 O pe) W t W r u 1 ON Z CTR 1/4 Ico 10 cc w J J Q m Q ci N r*�0 n co� w N N N W W r7 tet- .. 0 NLn 0 o0 co z0 0 0 -Ln' vi w Lo M co L6 ro V_ v- PO ry 00 w .d- 00 co aoilo-a5143i2- SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS '� +� DAY OF 20 , AT 1:33 M. , IN BOOK I 7 OF RECORDS OF SURVEY, AT PAGE q H , AT THE REQUEST OF THE COUNTY SURVEYOR. NO. aniLp- 6,5 IL13 19 FFD. 2 1/2" GLO BR DSK, STMPD "S10/S11/S14/S15", IN WELL, DN. 0.7', PER FEE ID R1, ACCEPTED AS THE NW COR. OF SEC. 14 11g FD. 1" I.P. "LS. 3561" IN WELL, DN. 0.89, PER R3, R4 & R10 ACCEPTED AS PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER THEN 1/4 COR. OF SEC. 14 BY: DEPUTY © FD. 2" BR. DSK, STMPD "CPS 14-2", IN WELL, DN 0.5', PER R3, R69 R9 & 14 R10 ACCEPTED AS THE CENTERLINE OF E. AMADO ROAD AND AVENIDA SURVEYOR'S STATEMENT S F DI N FD. GIN SPIKE & WASHER "L.S. 8869".. DN 0.1 IN WELL, NO REFERENCE, THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY PL LANA �� ACCEPTED AS A THE SE CORNER OF THE NE 1/4 OF THE NW 1/4 OF SEC. 14 ME OR UNDER MY DI RECTION IN CONFORMANCE WITH THE �5 G REQUIREMENTS OF THE PROFESSIONAL LAND SU FD. lot REBAR (FORD AXLE PER R 1, R9 & C. E.T.B. 14-2), I N WELL, ACCEPTED ACT, AT THE REQUEST OF GEORGE YOUSEF, IN APRIL OF CHARLES R. HARRIS FE -]OC O AS THE SE COR. OF THE NW 1/4 OF SEC. 14 2016. 11. �� � � No. 4989 F FD. 1 I.P. W/NAIL NO TAG, IN WELL, DN. 0.6 , PER R1, ACCEPTED AS THE SW » DATE: � �• ❑ Q' COR. OF THE NW 1/4 OF SEC. 14, SET TAG PLS 4989 G] FD. 1" I.P., ILLEGIBLE TAG, IN WELL, PER R1, ACCEPTED AS THE C/L INT -X OF 1r CAS' W. AMADO AND INDIAN CANYON DRIVE CHARLES R. HARRIS H] FD. LEAD & TAG "L.S. 23449, IN SIDEWALK, PER R1, FOUND N 8948'06" W P.L.S. 4989 FH 0.189 OUT OF POSITION COUNTY SURVEYOR'S STATEMENT a » NPS � AND FD. 2 I.P. W/TAG, L S. 2921 , DN 0.6 , PER R 1, ACCEPTED AS BCR R/W OF LOT 2 OF R1 c:)� G 'A THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH > SECTION 8766 OF THE PROFESSI LAND SURVEYORS ACT, V� FjjFD. 2 I.P. W/TAG, LS. 2921 , DN 0.7 , PER R1, ACCEPTED AS ECR R/W OF THIS " L1AY OF ode c,i 20 � � /� 9 a- (� LOT 2 OF R1 � No. 7611 7� 7k K FD. CHS "X» I N WALK, NO REFERENCE, FLUSH, ACCEPTED AS BCR R/W OF LOT Exp. 12-31-16 1 OF R1, SET TAG PLS 4989 clj, �Q AICHARD COUNTY SURVUOR 2" I.P. W AG, "LS. 2921", DN 0.1', PER R1, ACCEPTEDAS ECR R OF ©FD. �� P.L.S. 7611 C A� LOT 1 OF R1 Fm] F.D. 3/4" I.P. W/fAG, "L.S. 2344", UP 0.4', PER R1, ACCEPTED AS SE. COR. OF LOT 1 OF R1 ., S URVEYOR S NOTES [_N1 FD. 1" I.P. NO ID, OPEN, FLUSH,toACC07M AS THE NE CCR. OF BLOCK 78 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE WESTERLY LINE OF PER R1, SET TAG PLS 4989 THE OF THE NORTHWEST QUARTER (1/4) OF SECTION 14, TOWNSHIP 4 SOUTH, FD. 1" I.P. NO ID, OPEN, FLUSH, ACCEPTED AS THE SE COR. OF BLOCK 78 RANGE 4 EAST S.B.M., AS SHOWN ON TRACT MAP N0. 49229 ON FILE IN BOOK 76, 10 AT PAGE 76-77, OF MAPS. PER R1, SET TAG PLS 4989 TAKEN AS: N 00004"1399 W np FD. 1 to I.P., OPEN ( BRASS DISK MISSING), DN. 0.9' IN WELL, ACCEPTED AS THE 0 INDICATES FOUND MONUMENT AS NOTED. C/L INT -X OF E. AMADO ROAD AND GgLLE EL SEGUNDO PER PM 20/599 R49 R7 & R8, SET TAG "PLS 4989" 0 INDICATES SET 1 I.P. FLUSH, P.L.S. 4989„ , UNLESS NOTED OTHERWISE ❑ INDICATES SET NAIL & TAG IN CONC., FLUSH, "P.L.S. 4989" FQ_1 FD. NAIL &TAG, "CPS", FLUSH, IN TOP OF CURB, ACCEPTED AS MONUMENT TIE - R1 INDICATES RECORD DATA PER M.B. 76/76-77. PER CETB 14-11 ( ) / (-) R2 INDICATES RECORD DATA PER B.L.M. PLAT / DATED JUNE, 1956. EE FD. NAIL HOLE, NO ID, FLUSH, IN TOP OF CURB, ACCEPTED AS MONUMENT TIE - PER CETB 14-11 ( ) R3 INDICATES RECORD DATA PER M.B. 399/21-23. ❑ ""CPS"". (-) FD. NAIL &TAG, CPS , FLUSH, IN CONCRETE, ACCEPTED AS MONUMENT TIE PER R4 INDICATES RECORD DATA PER M.B. 111/77-78. CETB 14-11 (-) R5 INDICATES RECORD DATA PER R.S. 53/96- 99. S.F.N. THE 3 TIES CREATE A 0.2' CIRCLE. HELD TIE FROM AS BEST FIT TO (-) R6 INDICATES RECORD DATA PER R.S. 79/17. PREVIOUS C/L INT -X POSITION. SET COPPERWELD, FLUSH, STAMPED "P.L.S. (-) R7 INDICATES RECORD DATA PER M.B. 140/46-48. " 4989. (-) R8 INDICATES RECORD DATA PER P.M. 86/100. COUNTY SURVEYOR'S NOTE (-) R9 INDICATES RECORD DATA PER M.B. 200/47-48. (-) R10 INDICATES RECORD DATA PER M.B. 90/92-93. THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF INDICATES CENTERLINE THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DMSION 2 (R) INDICATES RADIAL BEARING (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE. THE * INDICATES RECORD PER CALC U LATI O N PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S). CETB INDICATES CITY ENGINEER TIE BOOK --iiii B.I.A. INDICATES BUREAU OF INDIAN AFFAIRS Np,� L-A/Vp , �Q s� BLM_ 1956 INDICATES GOVT PLAT DATED JUNE 27, 1956 RI ARD G. LANTIS, C TY SURVEYOR C BLM-2011 INDICATES GOVT PLAT DATED AUGUST 18, 2011 P.L.S. 7611 U 0 THE PURPOSE OF THE SURVEY IS TO RE-ESTABLISH THE C/L INT. OF EAST AMADO �L cif. ROAD AND CALLE ENCILIA, AND MONUMENT THE BOUNDARY OF BLOCK 73 LESS THE No. 7611 STREET R/W DEDICATED TO THE CITY OF PALM SPRINGS. Exp. 12-31-16 7k DATES OF FIELD SURVEY: 4/13, 4/149 4/281, 5/16 OF 2016. F\� O OF C A� RIV, CO. 16-066 J.N. 2314 � a