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rs165_070BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, NAD 83 (NSRS 2011) EPOCH 2O10.00, COUNTY OF RIVERSIDE, ZONE 6 , AS DETERMINED LOCALLY BY A TIE BETWEEN CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) "CNPP" AND "MLFP" AS SHOWN HEREON, (1, E, N76' 36' 24" E) DISTANCES SHOWN HEREON ARE GROUND DISTANCES, GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING GROUND DISTANCES BY 0,999971399 AVERAGE ELEVATION ABOVE MEAN SEA LEVEL = 790'. NAME L1 IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA FD PK & WASHER ✓ "RIVERSIDE CITY SURVEYOR'; FLUSH PER RIV, CO. TIE SHT. c 01?..D OF s (j] ? VE I =-NO,13770 BEING LOT 6 PORTONS OF LOTS 4 5 AND 7 IN BLOCK 6 OF LA GRANADA AS SHOWN BY MAP ON FILE c IN BOOK 12 PAGES 42 THROUGH 51 INCLUSIVE OF MAPS RECORDS OF RIVERSIDE COUNTY STATE M� �N • 8 OF CALIFORNIA, LYING WITHIN SECTION 2 TOWNSHIP 3 SOUTH RAG 6 WEST SAN BERNARDINO BASE - 82 . � � RANGE 5p ,, L.AE g N83 , E AND MERIDIAN --, Og 30 • 42 45 E APRIL 2024 R�, gpg. � RICK (N8 o R3) � 36 RIVERSIDE, CA 257, 57' -,2 5p, N82 47, FD REBAR W/CAP -� 21 E 5 4p �E t257.58 R1) ILLEGIBLE NO REFERENCE. � DEDICATION TO THE 92, 85, gOg, 53, t0�10 CITY OF RIVERSIDE (N8 • -- - R2) ACCEPTED AS N.E. CORNER 50 27�� LOT 7 PER MB 12/42-D I pl �02 �Lo0) 33 R/W PER PER INST. NO. 361842 E 5g2 l�RpuN ��rn 33 _ _ �� . 8 PMB 6/79 33 REC 10 3 1997 0 R R q0 LINE TABLE ' ' ' N83'3p, I) IWA 0 w M � I RECT i ON LENGTH ESTABLISHED BY 1 45'E 0 0' A5 . = W N 0 53, 38, ----� �, a3 3 FD SPIKE & WASHER ___________ _________ PROPORTION PER R1 STAMPED "LS 5655, Zoo o 2 , l� .�� . ocoti 83 30 45 E 104.19 5 — - — N - to FLUSH PER PMB 244/6 7 ( 104. 14 R8) `co °S® � �' 2? Qzw 2 CURVE TABLE NAME DELTA RADIUS ARC - ----- C1 18024'56" 300.00' 96.42' (18°23'37" 300.00' 96.31' R1) (18°25'07" 300.00' 96.44' R4, R5) -0° 42' 46, 972" Z CONVERGENCE ANGLE AT CL INT. OF KELLER AVE. & JONES AVE N=2285321. 129 E=6188248.641 33' R/W PER MB 175/43-45 SCALE: 7"= 80' 331 BO 0 80 160 cc 335.28' -ft 1'�� LINE . 11,r`- • ESTABLISHED �"' (2�2. - V) 335, 29 (R1) N� �-C>«, GROUND 15 R PER GRANT DEED - 11 `� N N N � N_2286444.6885 oNO, 68021, REC, ~ ,�, CO E-6188570.4182 7-20-19629 O.R. N GRID � N20' 27' 14" W 978, 06' a Z rn N=2286444.6562 L = (N21' 05' S2"W 978.25' R1) N69 36 03 E v _ � � 148.85' E-6188570.4089 �. - 0000 M & R8) ..� DEDICATION TO THE z a~ CITY OF RIVERSIDE �-': 62.8 ' PER INST. NO, 12915 3 � ESTABLISHED (M 8) _ _ � %_- ON LINE AT RECORD REC.3 11 1991 � Q �? DISTANCE OF 326,37' col N U ` : c' DEDICATION TO THE FROM SLY LINE OF LOT 7 CITY OF RIVERSIDE PItR R8 & R9. z PER INST, NO, 124049 Q - - N REC. 7 1 1977, O.R. 1- w _ 00 o^' � `� o= 3, z W LY. LINE OF PARCEL _ ; 7 , AS DESCRIBED IN ao-, M o O Q M GRANT DEED PER co 'q' cIs tnti D INST. NO, 75794, ,�, GRANT DEED z Cv p REC, 8-13-1962 O cLrn~ Da w , w,� REC. 7-20-1962 <D p � INST, NO, 680219 O, R. %' O D o � .-.o D ty ao 1- o� � w z ,, -- p M V o N N CD D ►�. O � � to �- c.� � D W>, (/ N , � O e► • - Q.. • r- 0 ESTABLISHED BY PROPORTION PER R1 N Q ! : r-- N LO 86.00' Z ho°• moo; ,� �- (M & 164, 02 i_ R8, R9) -- ,,� (164, 00 138) --� N69' 36' 03" E --�''� ESTABLISHED BY Z 250, 02' (250. 00' R1) ESTABLISHED ESTABLISHED BY PROPORTION PER R1 BY INTERSECTION PROPORTION PER R1 ESTABLISHED BY OF RECORD DISTANCE 216.31' x PROPORTION PER R1 ON LINE BETWEEN LOTS 3 AND 4 O �.-- N69 36 44 E 216.31----...� � � olb `�--- N69' 37' 32" E s �3% 25 224.74aoESTABLISHED BY �OQ o �D ec�� I PROPORTION PER R1 n o C� FD GEAR SPK & WASHER 25 V;�� R� _ TAG ILLEGIBLE DN. 0.1' . 83'47GRANT DEED REC. 8-13-1962 a 83.52, (R1) ACCEPTED AS EC PER INST, NO. 75793, O, R. c�> MB 175/43-45 O 474.91 C, .��, �O� W'LY. LINE o (475.00 R1) ., d o�� �h`° O�J OF THE E'LY 216,31'qzr � O OF LOT 4 PER R 11 00 N tp O ` . U-) FD 1 1/41" IP W/ TAG 25/ 30.15' �ti' p o U, ILLEGIBLE DN. 0@6' , I (30.17' R1) ��' `L�' M o GRANT DEED REC. 12-23-1953 ACCEPTED AS BC PER �' �' MB 175/43-45 -�- N Z z ESTABLISHED BY N N N PROPORTION PER R1 �c9c;IZzN O o -NLn �N N / Z o =LSO cWa O -_ - :', CTW O LA N CL. --� • N N • Me 15379 PG, 476 0. R. �- N Z N t O N L0 0 �s - Q ro � M W LY. LINE OF THE E`LY 216.31' �- OF LOT 5, PER R 10 N i-GROUND N=2285586.2612 E=6188890.7258 GRID N=2285586.2531 r_r�nnnnn �nr� 6, GRANT DEED REC. 1-8-1960 N ESTABLISHED BY E-6188890,7063 a- - w �' N ESTABLISHED INST. N0. 1498, 0. R. V �N N • BY INTERSECTION Z PROPORTION PER FD 1 1/2" IP W/PP 0 �' cn �° RECORD DISTANCE R1 NO STAMP FD PK & WASHER z00� �`' w w 216,31' AND R/W NO REFERENCE. "RIVERSIDE CITY '° N69' 37' 32" E 672, 69' (N68' 54' 08" E 672, 45' R1) ACCEPTED AS S.E. SURVEYOR`; FLUSH PER Q o �' / 466, 40' 250, 09' CORNER LOT 6 PER P'MB 138/76 & CITY t- � FD 3/4" IP W/ TAG "LS 4343" 206, 29' ----� 216. 31 ' (250, 00' R1) MB 12/42-51 'TIE SHT. NO. 13148 "' CID 0*) DN, 0.4' PER RS 81/45 cr N c0 o -I 1 01111 w N55 2 RO�NQI _- 29 �0 L 4�5�LID N 512•g3 3, 74' (GROUND) q� 55' 37 58 E 4819 N 48192 N ON �L4 W O N O � o � � oc Ln w w � Z N O r� w m N ZVE ©o 0 . c v a� w rncp ;r N 00 Ln C, N � 0 O14 N w i 350, 00' (M & R1) N69 37 32 E 1071, 91 (N68 54 08 E 1071, 66 R1) 4_.� N • KELLER AVENUE 15g. 5 - 82 5 - 2 IGR� ! 43�► D) 491 W 60, 931 BASIS OF RFARINGS (GROLIND) N l6" 36' 24" E 91035, 49' (GROUND) 91032, 89 (GRID) ' 25' I 14forp qwvD9313y � `fig SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED , TH I S DAY OF '"� r� 20 Z!5 AT A. M. /�. IN BOOK OF RECORDS OF SURVEY, AT PAGE ,AT THE REQUEST OF THE COUNTY SURVEYOR. NO. 3t( FEES � ci • �"- PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER. BYj �� ���� ' el!nc F2-- .DEPUTY COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 6 OF THE PROFESSIONAL LAND SURVEYORS' ACT, THIS DAY OF 20t25" DAVID L. MCMILLAN, COUNTY SURVEYOR L, S, 8488 EXPIRATION DATE: 12-31-2026 SURVEYOR'S STATEMENT LAND So �\ F EXP. 12/31/26 No. 8488 \TF OFF' 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 ALVORD SCHOOL DISTRICT RIVERSIDE COUNTY IN MARCH, 2024. _ s DSV J EFFREY S . 0YDST , P.L.S. 8835 ; �� O's�► o� O ' No. 8835 Z PURPOSE OF SURVEY PURPOSES OF THIS SURVEY IS THE ESTABLISHMENT OF PARCELS PER GRANT DEED, BK. 1537, PG, 476, REC, DECEMBER 23, 1953, 0. R. ; GRANT DEED, INST. NO. 1498, REC. JANUARY 8, 1960, 0. R. ; GRANT DEED, INST. NO. 75793, REC. AUGUST 13, 1962, 0. R, ; GRANT DEED INST. NO. 75794, REC. AUGUST 13, 1962, 0, R. AND TO COMPLY W I TH SECT I ON 8762 (B) (4) AND 8762 (B) (3) OF THE PROFESS I ONAL LAND SURVEYORS' ACT, LEGEND INDICATES PROPERTY LINE. • INDICATES FOUND MONUMENT AS NOTED, SNF INDICATES SEARCH NOTHING FOUND. ! INDICATES RECORD DATA. M a R INDICATES MEASURED AND RECORD, REFERENCES R1 INDICATES RECORD DATA PER MB 12/42-51, R2 INDICATES RECORD DATA PER RS 43/36, R3 INDICATES RECORD DATA PER RS 30/65 R4 INDICATES RECORD DATA PER MB 175/43-45, R5 INDICATES RECORD DATA PER PMB 93/1-2, R6 INDICATES RECORD DATA PER PMB 244/6-7. R7 INDICATES RECORD DATA PER PMB 138/75-769 R8 INDICATES RECORD DATA PER GRANT DEED, INST, NO. 68021 RECORDED 7-20-1962, 0. R. R9 INDICATES RECORD DATA PER GRANT DEED, INST, NO, 75794 RECORDED 8-13-1962, 0, R, R10 INDICATES RECORD DATA PER GRANT DEED, INST, N0, 1498 REC. 1- 8-1960 0. R. R11 INDICATES RECORD DATA PER GRANT DEED, INST. NO. 75793 REC. 8 13 1962 0. R. N82 40'19"W 48814.67' (GROUND) 48813, 25' (GRID) - CORS STATION "MLFP" N=2279468. 180 E=6237668.040 RIV. CO. 24-0128