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rs163_0682-ciq- 0/siro(vol 0?, 1* &'b r) 4 1 NORTH 0 100200' 300' 400' C L SCALE 1 "=100' \ CANYON / J PLAZA DRIVE � h IN THE CITY CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY OF A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 4 SOUTH, RANGE 5 EAST, SAN BERNARDINO MERIDIAN. FOMOTOR ENGINEERING LS 7070 APRIL 2020 CURVE TABLE RECORD DATA CURVE LENGTH RADIUS DELTA LENGTH RADIUS DELTA Cl 23.36' 24.00' 55*46'16" (23.36' 24.00' 55'46'16") C2 88.26' 56.00' 90*17`54" (88.26" 56.00' 90*17'54") C3 54.22' 56.00' 55028'22" (54.22' 56.00' 55*28122") C4 69.66' 56.00' 71 *16'24" (69.66' 56.00' 71'16124") C5 284.95' 56.00' 291032132" (284.95' 56.00' 291032*32") C6 72.81' 56.00' 74'29'52" (72.81' 56.00' 74029'52") C7 23.36' 24.00' 55'46'16" (23.36' 24.00' 55046'16") C8 82.72' 268.90' 17*37*35" (82.73' 269.00" 17*37'170') C9 20.66' 325.00' 303834" (20.69' 325.00" 303849") C1 o 7.58' 825.00' 0031'34" (7.581 825.00' 0'31'3519) C11 1.08' 800.00' 0*04140" (1.08' 800.00' 0004939") o� 12 L6 - � 13 S �� , ASS. 76 �S0 206, SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS .,30 411% DAY OF 20 AT llo*5-5_pM. IN BOOK 1A.3 OF RECORDS OF SURVEY, AT PAGE 4A , AT THE REQUEST OF THE COUNTY SURVEYOR. N!. FEE PETER ALDANA ASSESSOR -COUNTY CLERK -RECORDER BY:A.0 L DEPUTY SURVEYOR S .STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH �HE- REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S ACT, AT THE REQUEST OF COLLEGE OF THE DESERT IN OCTOBER, 2019. oe . tip NDi-100 SCR PHILLIP K. FOMOTOR °� LS N 0. 7070 / 0 PHILLIP K. FOMOTOR No. 7070 F C COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF TH P O FES S I 0 NAL LAND SURVEYORS' ACT THIS DAY OF --- 20. ��--- p AND SU p L11 L8 _ �� o �,9 BASIS OF BEARING v L12 DAVID L MCM{CLAN, COUNTY SURVEYOR � Q �� BASIS OF BEARINGS IS THE CENTERLINE OF EAST PALM CANYON L.S. 8488 EXP. 12 31 2024 DAVID L MCMILLAN QIa o �® �� DRIVE, PER P.M. 36428 ON FILE IN PARCEL MAP BOOK 235, No. 8488 N OF dap ��� pQS !R DOG.o o 59411 co �, �13 s � , PAGES 69-71, BEING N55-41'00"W. s `, �', Q o o L14 O � oQ- 207-.023350 p ry � \ PURPOSE OF SURVEY MONUMENT NOTES OF CPVy oo 0 N �, ���o �p�1l� �� �, ��s A? SURVEY THE BOUNDARY LINE OF PARCEL A OF DOC. 2014 0072775, N I� �`�� S s REC. 2 26 2014 PARCEL B OF DOC. 2017-0233603 RECORDED M It ? �3, / / FOUND GEAR SPIKE TAGGED LS5411 SET FLUSH PER CR 13 61. 14- OF PAR o/.�6/12/20179 AND PARCEL A OF DOC. NO. 2019-0151 167, REC. ARCEL A PER J� °``�,\ ACCEPTED AS CENTERLINE 0F EAST PALM CANYON DRIVE. w P 209--509 \ ��5/1 /2019, ALL OF OFFICIAL RECORD OF RIVERSIDE COUNTY. °° ° MERGER p�►% 7 N N C. NO.2�� p pa FOUND 1 " I.P. DOWN 1.2' IN MONUMENT WELL, OPEN PER PMB Do 9 o.R. NOTE 2 • o EC.511J201 Q �� FHB o 176/93-94 AND PMB 235/69-71. ACCEPTED AS CENTERLINE OF EAST Z z R � �'�� Q oo �a p�ff3 �����g�7�I � FIELD WORK COMPLETED ON 4/10/2020 oC��o PALM CANYON DRIVE. N89•42„E 114.18, 47 L17 `' ^�' FOUND 1" I.P. WITH PLUG STAMPED PLS 6500 PER PMB, 235 69-71. � 3 JN89-471229"E 114.3711 o 0 0 � p �30 � DOWN 0.1 ' C 1 paG�C�C (� � p��C�G� a a �59, S89'47922"W(R) IM o 2 35/69-�7� LLA 2m&.452 J� . -\ �� � o NO. �,� 4 FOUND NAIL AND TAG STAMPED PLS 6500 ON CONCRETE PER PMB N�1.5 , G�' C7 p�G3 �©� 5 5 \ a ooa72775 235/69-71. 238•0 \ ���2014 (D°Rn(N55-41200"W 1.09' M&R GEC° 5 FOUND NAIL AND TAG STAMPED PLS 4146 ON CONCRETE PER PMB 3 S� PER PMB 235/69-71 o } `o '��' �S '2�• AND PMB 176 93-94 176/93-94 AND PMB 235/69-71. o o v _ " � � (N36-57942"W 20.01')M&R � co°�. , ; •2�J S63 57 05 W 35.08 �S pAR��L3 4 k- , / 2 6 FOUND NAIL ON CONCRETE IN LIEU OF NAIL AND TAG STAMPED PLS ao M o IN64'00'35"W 33.92' 1 1 co'? t$v� o a �,�3�igg-�7t `1~ j C4 \ ^ o ,� °, p �, 6500 PER PMB 235/69-71. 0 N ; PARCEL B s l�S ry°� cow' v` �^ 4 N39 20 00 E 147.89 cv --499- } \v' s' �'�'(N39-20900""E 148.00LLp, 20A 3 �• 1>> o �4. FOUND NAIL AND TAG STAMPED PLS 6500 PER PMB 235/69--�71. OF o17-023360 { o \��, 00,, ,o ° �� 7 C• No. 2 N �a a LOCATED ON CONCRETE WALL FOOTING. PER DO 017 O.R. �--� �' \%-33r 2 0� ,�°' 4 EC. 6 j1212 \ S� (L=100.00' R=300.00'=19'05'55")M&R o� ,o° \ vim• s FOUND 1 " I.P. WITH PLUG STAMPED LS 5128 FLUSH. NO REFERENCE. h� %I / tiss• ��' \�' FOUND 0.14' NORTHERLY OF THE SOUTHERLY LINE OF PMB 235 69-71. N71 55 50 W ,� . �"� %� , 00. S• �• 8 05' ,O p rb / 00, � '1 si \ �y 5 �, 3. �2 A"� 10 >> Qg PEREZ ROAD 9 FOUND NAIL AND TAG STAMPED PLS 6500 PER PMB 235/69-71. \ � •►.g PARCEL A �J , ,'� O� 3 \�, 2� oo� LOCATED ON BOULDER. �. �, � _4s9 PER ��3 S �w �a ,�� \-J `� 2� . ^� 2014 6 ti \ 1 C9 � , '1 2 \ of LLA -0072775 1 (� I ems. '09, \ v . �� ��� SURVEYOR'S NOTES ,� OC•N0.2014 „�� �\ J,� i � b b<D CD �01 FOUND GEAR SPIKE AND TAG STAMPED R.C.F.C. & W.C.Q. IN LIEU OF L=55.42 R=90.0o D 2g/2014 OR• �'�\ �� �`' -T INDICATES FOUND MONUMENT AS NOTED. 3 4" I.P. WITH TAG STAMPED R.C.F.C. & W.C.D. PER RS 130 7 -79. _ " � REC. 21 0 > , � �� / / 4 A=35 16 59 \ `� °�\ s• ` LOCATED ON BOULDER. 0 INDICATES SEARCHED, NOTHING FOUND UNLESS OTHERWISE NOTED. 00 SET 1 " IRON PIPE WITH PLUG STAMPED LS 7070 FLUSH. FOUND 60D NAIL AND TAG STAMPED PLS 6500 PER PMB 235 69-71. N p� p 11 / \ N36 38 51 "W 182.77 � ��- Q INDICATES SET NAIL AND TAG STAMPED LS7070 ON TOP OF WALL LOCATED ON BOULDER. \ \ (L=228.99' R=325.00' OR IN CONCRETE. L=84.08' R=90.00' A=40'22' 10")M&R ,ham » 9 11 o (R) INDICATES RADIAL BEARING FOUND 1 I.P., FLUSH PER PMB 235/69-71. FOUND OPEN. LOCATED \=53'31'30" N N4'S0' 12"E 142.43' �' •° 12 -' (N4'47'34"E 142.4,3 `�' �°( ) INDICATES RECORD DATA PER PARCEL MAP NO. S86036'08"E 0.37' OF THE NORTHERLY CORNER OF PARCEL 7 OF PMB N894939 "E 364282 PMB 235/69 - 71. 235/69 -71. \ --190.61 ' INDICATES RECORD DATA PER LLA 2014-469 PER DOC. NO. L28 L31 176.53 L27 481.63' 481.80' ~ 6 176.42 C10 L32 2014-0072775 REC. 2 26 2014 13 FOUND 1 I.P. WITH ILLEGIBLE PLUG DOWN 0.2 IN LIVE OF 1 I.P. WITH L30 ( ) ( ) C 11 /V75. � � / / 40 02„ PLUG STAMPED RICE 25658 PER PMB 134/74-77 AND PMB 235/69-71. 9 g 187.89 3 5 W<R� INDICATES RECORD DATA PER LOT MERGER 1 - -, 20 9 509 10 9 N89'S0' 10"E 790.00' \�6•r06'S - • " � 6 w PER DOC. NO. 2019 0151 167, REC. 5/1 /'2019. (N89 49 19 E 789.82 } (R) RIVCO 2 1 -007 LINE TABLE RECORD DATA LINE LENGTH BEARING L1 392.53' NO'12106"W (392.589 NO'12'38"W) L2 57.33' N55041'00"W (57.28' N55'41100"W) L3 173.69' N55'44'13"W (173.69' N55'44'13"W) L4 91.88' N56'34'10"W (91.88' N56'34'10"W) L5 255.85' N34'45'40"E (255.85' N34'45'4019E) L6 26.00' N34'45'40"E (26.00' N34'45940"E) L7 311.05' N55'41100"W (311.05" N55'41'00"W) L8 26.00' N34*11'23"E (26.00' N34011'23"E) L9 59.80' N55'41'00"W (59.79' N55'411009pW) L10 60.92' N55041'00"W (60.92' N55'41'00"W) L11 36.69' N12'43'44"W (36.69P N12'43'44"W) L12 30.00' N 34'19'00"E (30.00' N 34'19'00"E) L13 36.69' N81 *21'43"E (36.69' N81021'43"E) L14 30.00' N34'199002PE (30.00' N34019'00"E) L15 86.90' N42'35'11 "E (86.90" N42035'11 "E) L16 86.90' N26'02'48"E (86.90' N26'02'48"E) L17 21.00' N56'34'10"W (21.00' N56'34'10"W) L18 221.16' N34019'00"E (221.16' N34'19100"E) LINE TABLE RECORD DATA LINE LENGTH BEAMING L19 221.16' N34'19100"E (221.169 N34'19'00"E) L20 110.00' N9*19'00"E [110.01' N9'18'43"E] L21 51.34' N39'20'00"E (51.33P N39'201009YE) L22 186.40' N56'57'20"E (186.48' N56057'17"E) L23 45.63' N56'47'36"E (45.53' N56'49'079"E) L24 53.38' N34'19'00"E [53.44t N34'19'001PE] L25 121.06' N 4'50'12"E L26 21.37' N 4'50' 12"E L27 19.12' N0-12'18"W (19.29' N00'12'38"W) L28 50.14' N89'5,0110"E (50.009 N89'4991991W) L29 50.14' N 89'5,0' 10" E (50.002 N 89'49' 19"W) L30 55.90' N89'5O'10"E r• (55.800 N89'49'19"E) L31 19.12' N0*12'18"W (19.29" NOO-12938"W) L32 25.80' N89'50'10"E (25.80' N89'49'19"E) L33 122.99' N33'39'25"E (122.99' N33'39'25'E) L34 40.57' N13'04'20"W (40.65" N12056'08"W)