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rs164_075-076STATEMENT OF PURPOSE THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE WESTERN RIVERSIDE COUNTY REGIONAL CONSERVATION AUTHORITY PROPERTY PER GRANT DEED DOCUMENT NO. 2023-0345926 O.R. RECORDED 1 1 /17/2023. BASIS OF BEARINGS "THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS "MLFP" AND "PPBF" NAD 83(NSRS2007) EPOCH 2O10.00 AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY DIVIDING THE GROUND DISTANCE BY A COMBINATION FACTOR OF 1.00008772788632. CALCULATIONS ARE MADE AT POINT NUMBER 35 WITH COORDINATES OF: N: 2214131.175, E: 6259309.593, USING AN ELEVATION OF 1507.464' (NAVD88). THE CONVERGENCE ANGLE AT POINT NO. 35 IS-0`32'47.50" MLFP (PID# AJ1887)- N=2279468.202 \ E=6237668.054 POINT 35 SURVEYOR'S NOTES 1. -*- INDICATES FOUND MONUMENTS AS NOTED. IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDAN. ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS 2. INDICATES NGS CORS STATIONS. \ 3. INDICATES SET 1" IRON PIPE W/ LS 7673 TAG. 4. ALL DIMENSIONS ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. \ 5. ALL BEARINGS READ IN A NORTHERLY DIRECTION, UNLESS OTHERWISE NOTED. \ 6. ALL DISTANCES ARE GROUND GRID DISTANCES CAN BE OBTAINED BY DIVIDING THE GROUND DISTANCES BY A COMBINED FACTOR OF 1.00008772788632. 8. (R1) INDICATES RECORD OR CALCULATED DATA PER MB 226/88-100, UNLESS OTHERWISE NOTED. 9. (R2) INDICATES RECORD OR CALCULATED DATA PER RS 25/4-8. 10. (R3) INDICATES RECORD OR CALCULATED DATA PER RS 69/7. 11. (R4) INDICATES RECORD OR CALCULATED DATA PER RS 67/22. 12. SYMBOLS SHOWN ON THE SURVEY ARE NOT DRAFTED TO SCALE. ii! i!i ! 1000 2000 301 CONTROL NETWORK DIAGRAM N201 53` A 5 _! 9.50�(CRID) v DECEMBER, 2023 W N S w I,I Q I a 32 32 J w UN89*39',34"W 2652.41' (GRID) N89`39'34"W 2652.64' (GROUND) ELLIS AVENUE aoay-Oa9753g 2 SHEET 1 OF 2 SHEETS RECORDER'S STATEMENT FILED THIS _a__ DAY OF � Q.0202� AT _ '��P.M. IN BOOK_ OF RECORDS OF SURVEY, AT PAGE -�4 AT THE REQUEST OF THE COUNTY SURVEYOR. N0.s-���----------------------- FEEb i PETER ALDANA, ASSESSOR - COUNTY CLERK -RECORDER BY:_��� _ DEPUTY SURVEYOR'S STATEMENT E 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 IDIL PERRIS NORTH 3, L.P. IN DECEMBER, 2023. MICHAEL JOHNSON PLS 7673 EXP. DATE 12/31 /2024 _PPBF (PID#AJ1911) N=2248987.062 E=6278618.647 33 GEAR SPIKE & WASHER, LS7673, FLUSH N=2225914.898 / E=6270354.668 EAR S IKE & WASHER, LSD 7673, FLUSH =2225930.662 E_ Z6Z 702.305 h� / z \v #35 ET 5/8" REBAR N=2214131.175 E=6259309.593 5 �4/ ��O EANp S� E. JOy� 'PL U O .4 ti 0 J ;, OF CAI 5,,O ,' COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION fh 8766, OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS _ aG DAY OF _ 5 ------ �1------------------ DAVID L. McMILLAN, COUNTY SURVEYOR PLS 8488 EXP. DATE 12/31 /2024 ONPL LANQ o L. Mc,y��` SG�G 0 0: 0 a ;;o NO. 8488 RIV. CO. 24-0055 o CD nCTAII "A" IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDAN. ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS DECEMBER, 2023 Z FD. 1" IP, OPEN, FLUSH FD. 1" IP W/ MAGNIAL, OPEN, FLUSH- I -SEE DETAIL "A" ]32 IN LIEU OF RAMSET IN GRANITE STONE, PER RS 98/45-53, ACCEPTED AS DN. 0.5' ACCEPTED AS S 1/4 COR. SEC. 32 S.E. CORNER SEC. 32. DESTROYED PER MB 226/88-100. DESTROYED DURING CONSTRUCTION. SET GEAR SPIKE DURING CONSTRUCTION. SET GEAR SPIKE & & WASHER LS 7673 FLUSH IN CONCRETE WASHER LS 7673 FLUSH IN CONCRETE C L ELLIS AVENUEN=2225914.898 N=2225930.662 / E=6270354.668 E=6267702.305 N89°39'34"W 2652.64' (N89°47'54"E 2652.60' R1) 1904.07' (N89°50'05"E 1904.61' R2) - 748.58' (748.62' R1) 1331.24' (1331.23' R3 & R4)- _ i 5 1 FD. 3/4" IP W/ PP, ILLEGIBLE, DN. 0.30' I PER MB 226/88-100, RS 69/7 & RS 25/4-8; ESTPROPORTION S01'02'35"W 0.65'(0.71' R1) OF C/L, PER RS 67/22 DESTROYED DURING CONSTRUCTION. SET GEAR SPIKE & WASHER SET NOTHING LS 7673 FLUSH IN CONC. ACCEPTED I 1/4 SEC. LINE AS SEC. 5, N. 1/4 CLOSING CORNER N FD. REMNANT OF GRANITE STONE DN. 0.3'(SEE DESC. EST. BY REC. ANG. & PROP. ABOVE) DIST. PER RS 25/4-8 2.85' (2.93' R1) C/L ELLIS AVENUE NB9'39'16"W 758.40' N89°22'56"W 1885.30' (NB9'50_E 758.49 R2) (N89°53'35"W 1885.52' R2) 5 4 N89'27'37"W 2643.70' 0 o _ (N89°59'59"W 2643.70' R1) SECTION LINET (N m clf N � � N N SECTION LINE--/ N.T.S. i 1 SURVEYOR'S NOTES I 30' 3 , rn rn a- 00 cr In fL- \ (D c0 N 00 [if W N \ a, i °N° C.O.C. PER DOC. 2023-034661 O.R. \ M • cli N REC. 11/17/2023 o `r FD. 3/4" IP, OPEN, FLUSH w IN LIEU OF 1 " IP TAGGED LS 4462 M 00R=648.80' �\ 0') PER RS 69/7 & MB 226/88-100 A=18*45'19" 1. \\ACCEPTED AS W 1 /16 OF NE 1 /4 0 (M & R5) L=212.38' �5 � OF SECTION 5. SET TAG LS 7673 1/16 SEC. CD I LINE S69°52'04"E (R) w I - N89'37'57W 2652.61' (N89° 2'56"E 2652.67' R3 & R4) N t 564.78' (564 47' R3), 1424.68 1425.05' R3 292.82' ` 1390.23 ( (N89°37 57'W)1390.23 R5 0i r` 0 a Lf_DQ(g7938 SHEET 2 OF 2 SHEETS N W FD. REMNANT OF GRANITE STONE, NO TAG, DN 0.30' S' PER RS 25/4-8, RS 67/22 & RS 69/7 -N.E. COR., W. 1 /2, 2.85' N'LY (2.93' R1) FROM SECTION LINE N.E. 1/4, N.E. 1/4, PER MB 226/88-100. DESTROYED DURING SEC. 5 CONSTRUCTION. SET 1" IP TAG LS 7673 1 DN. 0.6' ACCEPTED AS N.E. SEC. 5 I/ (N89°50'05"E 758.49' R2r - CLOSING CORNER. 3I3 o - N89°39'16"W 758.40'ls:'_)l IN89°22'56"W 1885.30' (N89°53'35"W 1885.52' R2) - 5 I _ _ N89*27 4 i J 4 W »2643.70? (89°59 59'' R 1 ) FD. 1" IP, OPEN, DN. 1.00' IN LIEU OF 1" IP, LS 4462, FD. 3/4" IP, W/NAIL, NO TAG, DN. 0.10' PER RS 67/22 & RS 69/7; IN LIEU OF FD. 3/4" IP, W/ RIV. CO. TAG, DN. 0.1' ACCEPTED AS PROPERTY CORNER PER RS 67/22; ACCEPTED AS S 1/4 SEC. 33 DESTROYED DURING CONSTRUCTION " ` PER RS 62/61-62 & RS 25/4-8 SET 1 IP TAG LS 7673, FLUSH iI SET LS_7673TAG w wl 00 O 10 N � CV W W N 00 o o n rn SEC. LINE CD0 0 z I z SET 1" IP LS 7673 DN. 0.2' N1'22 37 E 208.00 l_---_(N01'22'37"W 208.00' R51 663.15' (663.16' R3) { Cl I (292.73 R3 \ `'� �j r� \ z ���c�,pS N'LY LINE S 1/2 oN I ,J `-FD. 3,/4" IP W/ PP, ?462, DN. 0.40, (LEANING SLY FD. 3/4" IP OPEN DN. 0.1' /� NE 1/4, SEC. 5 N I SET 1 IP LS 7673 DN. 0.2 N01'22'37"E 0.15 OF PROPER CORNER; 1. -0 INDICATES FOUND MONUMENTS AS NOTED. IN LIEU F 1-1/4" IP LS 3018 0 Foo N I ACCEPTED AS POINT ON LINE OR ER, 2. ♦ INDICATES NGS CORS STATIONS. PER MB 266/88-100. ACCEPTED C T�q w DESTROYED DURING CONSTRUCTION AS POINT ON SW R.O.W. CASE RD. � 'qs NSA II ( RESET 1" IP LS 7673 DN. 0.8' AT INTERSECTION SET TAG LS 7673 <jF�j �,p� ;74 n 3. INDICATES SET 1" IRON PIPE W/ LS 7673 TAG. FD. 3/4" IP W/ PPI, ILLEGIBLE, DN. 0.20' 'poq 040 �\ qT/ON o I RS 69/7 DISTURBED, LEANING SW'LY; OJ �-'' CO z \ GRANT DEED PARCEL 1 ���'��� / C'? 4. ALL DIMENSIONS ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. � I Q, � �, � S61'01'40"E 1.63' NOT ACCEPTED ` '�/S \ PER DOC. #2023-0345926 41• �� ��O r'� N SET 1" IP LS 7673 DN 0 2' S/o DEC 1 1 17 2023 i'Zi FD. 1" IP W/ PP, LS 7200, DN. 0.20', NO REF. IN LIEU OF 1" IP, LS 4462, PER RS 67/22; ACCEPTED AS PROPERTY COR. nCTAII "0" RS 69/7o ��o �o� N N.T.S. �p•`�o,`ro 00 /p cfl o Off` \� 3 0)) Zi 0,0 5. ALL BEARINGS READ IN A NORTHERLY DIRECTION, UNLESS OTHERWISE NOTED. , N \ o �Oc Pc, ���p�GO ,�� �I AT INTERSECTION �q I \I JP�\`J�`o ��\ / i! I C/\ SA�Q ���J�`'��pO ca�O� �1 o 6. ALL DISTANCES ARE GROUND, GRID DISTANCES CAN BE OBTAINED BY DIVIDING C/L RAILROAD \ ��S,c, I \ / ��cQ` 'D"'�'`\ �� 00 I Cq �% `'CPC' <� k�o p�' �'' Fl THE GROUND DISTANCES BY A COMBINED FACTOR OF 1.00008772788632. ;n o� EST. BY SPLITTING TRACKS �? / o� �'�' �,• �, �� N SF / A ,Q coy' N L I N E LY LINE OF I 4j� P� �� ,� Z I ,,F. �`� oo �' h< 8. (R1) INDICATES RECORD OR CALCULATED DATA PER MB 226/88-100, � ,�, BOOK 99, PAGE 329 \ v� °� � �` �•�� '� � '�' UNLESS OTHERWISE NOTED. C" `. \ Dh �� y :� I 6 � ,p``� 1 �h 1 � 9. 10 11 12 13 14 (R2) INDICATES RECORD OR CALCULATED DATA PER RS 25/4-8. �n `r?I 1 4 SEC. LINE `[ifASS, lco `, Gp �O n I �1� oti 1 SET IP "i- I ,n / MB 226/88-100 Ln \ S �� N d- 0' C, . z 2 �' SEC. LINE (R3) NDICATES RECORD OR CALCULATED DATA PER P I \6S 69/7o2 06 ,`- .' FD. 1- IP W/ N&T, LS 4343, DN. 0.60' I NSS� �6Q P� �� J� o0 (R4) INDICATES RECORD OR CALCULATED DATA PER RS 67/22. IN LIEU OF FD. 3/4" IP, LS 4462, DN. 1.3' G'�PG' Q` ��' PER MB 226/88100; - (R5) INDICATES RECORD OR CALCULATED DATA PER GRANT DEED DOC, NO. 2023-0345926 ACCEPTED AS CENTER -SECTION 5 00 n I I (R6) INDICATES RECORD OR CALCULATED DATA PER GRANT DEED INST. NO. 1959-021828 SYMBOLS SHOWN ON THE SURVEY ARE NOT DRAFTED TO SCALE. MONUMENT NOTES 0 FD. 3/4" IP W/ PP, ILLEGIBLE DN. 0.20' LEANING SLY S08°54'15"W 0.47' FROM R/W INT. NOT ACCEPTED AS POINT ON R/W PER RS 69/7 EASEMENT NOTES OAN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 14, 1963 AS INSTRUMENT NO. 15630 OF O.R. IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT. 30.00' WIDE 1 /4 SEC. LINE �QS\ EST. BY SINGLE PROPORTION J 2IDr (233.82' R5) PER RS 68/7 & RS 67/22 \ "7 SET 1" IP, LS 7673 DN. 1.0' (232.19' R3) \ �S 231.82' 1321.29' (1321.36' R3 & R4) / I 1321.30' (1321.37' R3 & R4) - - \�- N89'55'06"W 2642.59' (N89'35'28"E 2642.73' R3 & R4) - 5= / SET 1 " IP LS 7673 DN. 0.7' \ SEE DETAIL "B„ AT INTERSECTION` /�/ � S1°28'39'W 1 "_=_250' 250 0 250 500 750 N89'55'06"W 1321.29'� FD. 3/4"1 IP W/ PP, ILLEGIBLE, DN. 0.20' LEANING SLY S08'54'1�"W 0.47' FROM R/W INT. NOT ACCEPTED AS POINT ON R/W PER RS 69/7 I D. 1-1/4" IP, OPEN, DN. 0.5' IN LIEU OF 1-1/4" IP, RCE 12116, PER MB 226/88-100, ACCEPTED AS I E 1/4 SECTION 5. DESTROYED DURING _ CONSTRUCTION RESET 1" IP LS 7673 DN. 1.0' S53'33 30 E \ 1591.28' (1591.20 R 1) FD. 1" I.P. OPEN FLUSH, IN LIEU OF 1 1/4" I.P. TAGGED r R.C.E.12116 PER M.B. 226/88-100. ACCEPTED AS POINT ON SW R.O.W CASE RD. SET TAG LS 7673 RIV. CO. 24-0055 fLS 7673 1�J ).53' M & R6 '5-- 4 E