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mb503_057-062ads-�3���sa IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA ■ OWNER'S STATEMENT TRACT MAP NO31157�3 BEING A SUBDIVISION OF PARCEL 3, LOT "L" AND LOT "0" OF PARCEL MAP 38375, AS SHOWN BY MAP WE HEREBY STATE THAT WE ARE THE OWNERS OF THE LAND INCLUDED WITHIN THE SUBDIVISION SHOWN HEREON; THAT WE ARE ON FILE IN BOOK 257 OF PARCEL MAPS AT PAGES 40 THROUGH 45, INCLUSIVE THEREOF, RECORDS OF THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS A CLEAR TITLE TO SAID LAND; THAT WE CONSENT TO THE MAKING AND RECORDING OF THIS, SUBDIVISION MAP AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. RIVERSIDE COUNTY, CALIFORNIA, LYING IN SECTION 28, TOWNSHIP 4 SOUTH, RANGE 3 WEST, S.B.M. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LOT "A" THROUGH LOT "Q" ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS SEPTEMBER, 2022 INCLUSIVE. THE DEDICATION IS FOR STREET AND PUBLIC UTILITY PURPOSES. CITY ENGINEER'S STATEMENT AS A CONDITION OF DEDICATION OF LOT "A" (EVANS ROAD) AND LOT "B" (PARK WEST DR), THE OWNERS OF LOTS 1 THROUGH 15 INCLUSIVE, 18, 19, 32, 33, 36, 37, 43, 44, 62, 63, 70, 71, 78, 79, 86, 87 AND 94 THROUGH 100 INCLUSIVE, 185 THROUGH 194, INCLUSIVE, ABUTTING THESE HIGHWAYS AND DURING SUCH TIME THE OWNERS WILL HAVE NO RIGHTS OF ACCESS EXCEPT THE GENERAL EASEMENT OF TRAVEL, ANY CHANGE OF ALIGNMENT SHALL TERMINATE THIS CONDITION OF ACCESS AS TO THE PART VACATED. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LOT "R", THE DEDICATION IS FOR (1) ONE -FOOT BARRIER STRIP FOR ROAD AND ACCESS CONTROL. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LANDSCAPE EASEMENTS LYING WITHIN LOTS 1 THROUGH 15.INCLUSIVE, 18, 19, 32, 33, 34, 35, 36, 37, 43, 44, 59 THROUGH 63, INCLUSIVE, 70, 71, 78, 79, 86, 87 AND 94 THROUGH 100 INCLUSIVE, AS SHOWN HEREON. THE DEDICATION IS FOR LANDSCAPE AND MAINTENANCE PURPOSES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: STORM DRAIN EASEMENT LYING WITHIN LOTS 44, 186 AND 188 AS SHOWN HEREON. THE DEDICATION IS FOR CONSTRUCTION AND MAINTENANCE OF FLOOD CONTROL FACILITIES. WE HEREBY RETAIN LOTS 185 THROUGH 194, INCLUSIVE, IN FEE, INDICATED AS OPEN SPACE AS SHOWN HEREON FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT MAP. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LANDSCAPE EASEMENTS LYING OVER ALL OF OPEN SPACE LOTS 185 THROUGH 194, INCLUSIVE, AS SHOWN HEREON. THE DEDICATION IS FOR LANDSCAPE AND MAINTENANCE PURPOSES. KB HOME CAL MANAGEMENT SERVICES LLC, A DELAWARE LIMITED LIABILITY COMPANY _1ta-- ----- SCOTT HANSEN DATE VICE PRESIDENT, FORWARD PLANNING NOTARY ACKNOWLEDGEMENT A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY OR VALIDITY OF THAT DOCUMENT. STATE OF �--G_tjy VYJAG!___) COUNTY OF __-( � __ f ( ___) SS OANNOTAR ALIC, PERSO dz5 PPEAREDRE ME Co�L__�rtQc N� l ___ ____ __________ -------------------------------------------------------------------- WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON) WHOSE NAME( IS/AR-E SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/S4-� EXECUTED THE SAME IN HIS/,U� AUTHORIZED CAPACITY449�, AND THAT BY HIS/� SIGNATURE S} ON THE INSTRUMENT THE PERSON(s OR THE ENTITY UPON BEHALF OF WHICH THE PERSONH ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND. MY PRINCIPAL PLAC� OF BUSINESS IS IN _C-Lly G/S I �PCOUNTY. MY COMMISSION EXPIRES:.5�-�Z, 202C1 N TARY UBLIC MY COMMISSION NUMBER:-. _' Z PRINTED NAME: 17tL_ N1 i�' _0 NOTARY ACKNOWLEDGEMENT A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY OR VALIDITY OF THAT DOCUMENT. STATE OF ________________) COUNTY OF ________________) SS ON ______________________ BEFORE ME, A NOTARY PUBLIC, PERSONALLY APPEARED ____ WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURES) ON THE INSTRUMENT THE PERSON(S) OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND. NOTARY PUBLIC MY PRINCIPAL PLACE OF BUSINESS IS IN COUNTY. MY COMMISSION EXPIRES: ----------- MY COMMISSION NUMBER: __________- PRINTED NAME: I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND I AM SATISFIED THAT IT IS TECHNICALLY CORRECT, THAT ALL THE PROVISIONS OF THE SUBDIVISION MAP ACT AND THE CITY OF PERRIS ORDINANCE NO. 543 AS AMENDED, WHICH WERE APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE MAP, HAVE BEEN COMPLIED WITH, AND THAT THE SUBDIVISION SHOWN ON THIS MAP IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE APPROVED TENTATIVE MAP, IF ANY. DATED: _9-!Z- Z02�j-'_ '-------__' __ ____ ______ BY GABRIEL D. YBARRA 4343 EXP 06-30-26 �PNa SURVFyo FOR JAHANDAR POURKAZEMI R.C.E. 78008 EXP. 09-30-2025 CITY ENGINEER t,Q --7 Exp. 06/30/26 * LS 4343 CITY ACCEPTANCE STATEMENT sTtoF cauF% THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BY ITS DULY AUTHORIZED OFFICERS, HEREBY APPROVES SAID FINAL MAP AND ACCEPTS THE OFFERS OF DEDICATION MADE HEREON OF LOT "A" THROUGH LOT "Q" INCLUSIVE FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES, AND AS PART OF THE CITY MAINTAINED ROAD SYSTEM, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH CITY STANDARDS, AND ACCEPTS THE OFFER OF DEDICATION OF ABUTTERS RIGHTS OF ACCESS ALONG EVANS ROAD (LOT "A") AND PARK WEST DR (LOT "B") FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES AND AS PART OF THE MAINTAINED ROAD SYSTEM. THE OFFER OF DEDICATION AS SHOWN HEREON WITIHIN LOTS 1 THROUGH 15 INCLUSIVE, 18, 19, 32, 33, 34, 35, 36, 37, 43, 44, 59 THROUGH 63 INCLUSIVE, 70, 71, 78 ,79, 86, 87, 94 THROUGH 100 INCLUSIVE, AND OVER ALL OF LOTS 185 THROUGH 194 INCLUSIVE, OF THE LANDSCAPE AND MAINTENANCE EASEMENTS ARE HEREBY ACCEPTED AS PART OF THE LANDSCAPE MAINTENANCE DISTRICT MAINTAINED SYSTEM, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH CITY STANDARDS. THE OFFER OF DEDICATION AS SHOWN HEREON OF THE STORM DRAIN EASEMENTS ARE HEREBY ACCEPTED AS PART OF THE CITY MAINTAINED ROAD SYSTEM, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH CITY STANDARDS. MICHAEL M. VARGAS DATE MAYOR OF THE CITY OF PERRIS ATTEST: - - --- ------ �� 1� TY LERK AT SIGNATURE OMISSIONS PURSUANT TO SECTION 66436 OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING OWNERS OF EASEMENTS AND/OR OTHER INTERESTS HAVE BEEN OMITTED: THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED AGREEMENT EXECUTED BY AND BETWEEN EASTERN MUNICIPAL WATER DISTRICT AND PARKWEST ASSOCIATES, A CALIFORNIA CORPORATION RECORDED APRIL 26, _1989 AS INSTRUMENT NO. 133538 OF OFFICIAL RECORDS. AN EASEMENT FOR AVIGATION AND INCIDENTAL PURPOSES, RECORDED JANUARY 24, 2024 AS INSTRUMENT NO. 2024-0021574 OF OFFICIAL RECORDS, IN FAVOR OF MIPAA, A CALIFORNIA AIRPORT AUTHORITY. AN EASEMENT FOR PUBLIC SERVICE FACILITIES, RECORDED AUGUST 29, 2024 AS INSTRUMENT NO. 2024-0259762 OF OFFICIAL RECORDS, IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT, A PUBLIC AGENCY. CITY CLERK'S STATEMENT I HEREBY STATE THAT AN UNDERTAKING OR CASH DEPOSIT SATISFACTORY TO THE CITY COUNCIL OF THE CITY OF PERRIS, GUARANTEEING THE CONSTRUCTION OF REQUIRED STREET IMPROVEMENTS AND MONUMENTATION HAS BEEN APPROVED AND FILED WITH THE CITY OF PERRIS PRIOR TO ACCEPTANCE OF THIS MAP. Arl --------------- Vrj��--- NAN SA D�TE CITY CL F TH CIT'b OF P NIA SHEET 1 OF 6 SHEETS RECORDER'S STATEMENT FILED THIS __5- __ DAY OF QVe C_-, 20 AT ZQA__p M. IN BOOK _moo _ OF MAPS AT PAGES ..� _____, AT THE REQUEST OF THE CITY CLERK OF THE CITY OF PERRIS. FEE PETER ALDANA, ASSESSOR - COUNTY CLERK - RECORDER BY: - DEPUTY SUBDIVISION GUARANTEE: FIRST AMERICAN TITLE SURVEYOR'S STATEMENT INSURANCE COMPANY THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF PW LAND INVESTMENTS, L.P., A DELAWARE LIMITED PARTNERSHIP ON APRIL 02, 2022. 1 HEREBY STATE THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED OR THAT THEY WILL BE SET IN ACCORDANCE WITH THE TERMS OF THE MONUMENT AGREEMENT FOR THE MAP AND THAT THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. THIS SURVEY IS TRUE AND COMPLETE AS SHOWN. BY: --- DATED: 05 MICHAEL E. JOHNSON LS 7673 �19 A N 0 SO E. goy A� REGISTRATION EXPIRES 12/31 /2026 _`' �`'� �`�0 o NO. 7673 TAX COLLECTOR'S CERTIFICATE sTgT F OF CA05 0� I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF THIS OFFICE, AS CF THIS DATE, THERE ARE NO LIENS AGAINST THE PROPERTY SHOWN ON THE WITHIN MAP FOR UNPAID STATE, COUNTY, MUNICIPAL, OR LOCAL TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, EYQz_p::TAXESnp SPESIAI A�SF�';MFNTS oLE.tthff�ti -ACE ESTIMATED TO BE $ �---------- DATE: -L ayt''w% )cI _3;-; 246 THIS CERTIFICATION EXCLUDES ANY SUPPLEMENTAL TAX ASSESSMENTS NOT MATTHEW JENNINGS YET EXTENDED COUNTY TAX COL TOR BY: --------- __, DEPUTY I HEREBY CE THAT A BOND IN THE SUM OF $ �_ .. �,,. N_ _ HAS BEEN ECU ED AND FILED WITH THE BOARD OF SUP SORS OF THE COUNTY OF RIVERSIDE, CALIFORNIA, C0J1@ ONED UPON THE PAYMENT OF ALL TAXES, STATE, CO MUNICIPAL, OR LOCAL, AND ALL SPECIA SESSMENTS COLLECTED AS TAXES, WHICH AT THE TIME OF G OF THIS MAP WITH THE CO RECORDER ARE A LIEN AGAINST SAID PROPERTY BUT NOT YET PAYABLE AND BOND HAS BE LY APPROVED BY SAID BOARD OF SUPERVISORS. DATE: iOR SURETY BOND EW JENNINGS COUNTY TAX Cfl R'`� BY: ___-� z , . _�, DEPUTY NOTICE OF DRAINAGE FEES NOTICE IS HEREBY GIVEN THAT THIS PROPERTY IS LOCATED IN THE SAN JACINTO RIVER AREA DRAINAGE PLAN AND THE PERRIS VALLEY AREA DRAINAGE PLAN WHICH WAS ADOPTED BY THE CITY OF PERRIS PURSUANT TO ORDINACE AND SECTION 66483 ET SEQ, OF THE GOVERNMENT CODE AND THAT SAID PROPERTY IS SUBJECT TO FEES FOR SAID DRAINAGE AREA. NOTICE IS FURTHER GIVEN THAT, PURSUANT TO ORDINANCE 13-01, PAYMENT OF THE DRAINAGE FEES SHALL BE PAID TO THE CITY OF PERRIS PRIOR TO ISSUANCE OF THE GRADING PERMIT OR BUILDING PERMIT AT THE RATE IN EFFECT AT THE TIME OF ISSUANCE OF THIS ACTUAL PERMIT. 0 Lo N 0 N 0 N SEC. 28, T. 4S., R. 3 W., S.B.M. Inab IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA N TRACT MAP NO. 31157�3 BEING A SUBDIVISION OF PARCEL 3, LOT T' AND LOT "0" OF PARCEL MAP 38375, AS SHOWN BY MAP ON FILE IN BOOK 257 OF PARCEL MAPS AT PAGES 40 THROUGH 45, INCLUSIVE THEREOF, RECORDS OF W WEBB E RIVERSIDE COUNTY, CALIFORNIA, LYING IN SECTION 28, TOWNSHIP 4 SOUTH, RANGE 3 WEST, S.B.M. ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS SEPTEMBER, 2022 1" = 100' S 50 0 100 200 300 PARK WEST DR \ - \ PARCEL MAP ,38375 PMB 257/40-45 ^• LOT '8' 0. 6 3 \ *444 29 460 52 * 3 r 6 1 2 3 \ 6 5 c~n o � 4 SHEET 2 OF 6 SHEETS Q m o o L z g ¢ ORANGE AVE � LLJ W m NUEVO RD SAN JACINTO AVE SITE o� 4 m w w z z w o � 1 VICINITY MAP 15 NOT TO SCALE 5 / 100\�6 s' 6 1 99 194 98 1 30 7 O.S. 97 2 —� 1Ra/AN CIR \ssoo *N�3 49 6 0 96 UA 8 o- 95 Cr LOT 1 ems, (:;I 103 104 105 106 1 185 2 102 107 10 O.S. 1 101 �j PARCEL 2 i SEE SHEET 3 108 11 PPMB 257/40-8455 92 91 109 , 66' 66, 94 93 60 165 122 60 12 123 30, 30' \ 132' 30' 30' 121 110 164 13 1 I 8' � gg gg 90 163 124 120 87 ww 14 J o LOT A 162 119 112 68 W Q \ 125 1 186 2 KENT CIR 33" 33` O.S. 15 � o _ _ � 161 126 I 118 113 a I LOT *Go 56' 160 127 117 114 486 85 84 83 I 1 ' 16 17 18 • J i 1 159 128 28' 28' 116 115 158 0190 / �n 129-� O.S. � PURDUE Cr � o I LOT "J" 80 81 82 — �n 79 157 30' 30, ' O a 130 i ^ 0 187 25 24 23 22 21 20 19 (• I ^ N O.S. I n FULLERION CT � 156 131 �, I II jf zo N cl LOT or `O N 155 SEE SHEET 4 1 � 1 26Pj 132 27 28 29 o077 78 76 75 LOT'.Qw 154 133 0 30 31 32 z / 0 60, M 0-4I I ^° 153 - _ o �LLANOVACT o / ' 8' 30' 30' 134 � 0 191 � o � 71 72 135 166 LOT •L 152 184 • 0 73 74 2 / 60' 151 136 183 Y 188 / / Q 167 � / O.S. 2 ZA 30, 30, 60' 30' 30' 34 33 33' a, / CAR 150 / LOT "E" �� N 137 30 30 182 168 1 ss' / N 149 �' �NCORDIq / 70 / 138 0 / 181 169 2 WAY — a / 1 69 68 LOT "M";o `D • I � 67 148 139 180 LOT wew 170 1 I o PARCEL 5 PARCEL MAP JSJ75 LOT "A" 63 147 140 35 0 /'M8 257140-45 64 17i /. w 36 ,n, SEE SHEET 5 179 LOT 0 - / O1f`, 146 U 65 J 141zo u ) 189 / �i� 0 S C 66 178 172 LOT "N" O.S o J �roGOH CAR 3 145 142 173 0 �9Y(0/Z C r O a \� ° �30, 177 l 144 / 39 / I 62 143 174 38 37 • o 1 176 2 � 61 60 30. 30. � 2 - C�rjC� 175 sp 1 ♦♦ 59 2 ON C/R *A=1°41'28"�RDG ♦- \ 3p 30' 40 7 66 R=1800.00' ''/ ♦ 60' 58 w w o 41 L=53.13'* �� . LOT "P" ♦ LOT C "' 42 43 33' 33' N64°00'32"w{R)��/ • �, �,� ♦ 57 56 55 54 *N64'00'31 "W *N60'42'57"E 53 /21 47.00'* 29.19'* �62:i . "� \*N 52 `� �� rn / *N64'00'31 "W 1808 34 w \2Q. 88°25'32"W 149.92' 51 0 193 11- 11) I * 0�'. *N70°54'58"W 100.62'* O.S. 19.00'*N20'10'53"W • ♦ *�62°79, \N�i<* * 50 49 I gyp¢, A=2°05'03 PARCEL 8 20.28'* LOT R �R�pR R= 7.77' 0' PARCEL MAP JSJ75 *��7 3�"18,. 48 47 I (1' BARRIER STRIP) 2 \* *A=1°29,41 ,77 PMB 257/40-45 W 426.8;,,* 2 *N63°48'45"W(R) R1462.00' I * = 46 60.00' L=38.14'* 45 44 l SURVEYOR'S NOTES SURVEYOR'S NOTES CONT. *N57°26'19"W 74.77'* 1 ) I 1. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE C/L OF EVANS ROAD PER 6. * * INDICATES RECORD AND MEASURED DATA PER PM 38375 PMB 257/40-45. *N85'26'05"W 85.05'* 1 PARCEL MAP 38375, AS SHOWN BY MAP ON FILE IN BOOK 257 OF PARCEL MAPS AT PAGES 40 THROUGH 45, INCLUSIVE THEREOF, RECORDS OF RIVERSIDE COUNTY, PART OF 7. TOTAL GROSS AREA OF THE TRACT IS 39.12 AC. *N82°19'38"E cq THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON 75.10 * N CONTROL STATIONS "BILL", "CNPP", AND "MLFP" NAD 83(NSRS2011) AS SHOWN ON 8. SET 1" I.P. TAGGED LS 7673 FLUSH, AT ALL REAR LOT CORNERS AND EASEMENT NOTES - PARCEL MAP 38375 PER PMB 257/40-45. ALL BEARINGS SHOWN ON THIS MAP ARE ANGLE POINTS IN SUBDIVISION BOUNDARY. AGREEMENT WITH EASTERN MUNICIPAL WATER oo GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS DISTRICT, RECORDED APRIL 26, 1989 AS TRAM ST SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES 9• SET NAIL AND TAG LS 7673 ON TOP OF REAR BLOCK WALL IN LIEU OF / ' \ INSTRUMENT NO. 133538, OFFICIAL RECORDS. UNLESS SPECIFIED OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE 1" I.P. AT REAR LOT CORNERS, WHERE REAR CONCRETE BLOCK WALLS EXIST. GROUND DISTANCE BY A COMBINATION FACTOR OF 0.9999178096. CALCULATIONS ARE EASEMENT GRANTED TO EASTERN MUNICIPAL WATER MADE AT POINT #1 WITH COORDINATES OF: N: 2217757.726, E: 6268362.480, USING 10. SET NAIL AND TAG "LS 7673" ON TOP OF CURB AT AN OFFSET DISTANCE OF 9.75' DISTRICT, RECORDED AUGUST 29, 2024 AS N I AN ELEVATION OF 1415.09 FEET. AS SHOWN ON PARCEL MAP 38375 PER PMB MEASURED RADIAL OR PERPENDICULAR FROM THE ROW TO THE CURB AT ALL ROW BC'S, 2 DOCUMENT NO. 2024-0259762, OFFICIAL RECORDS. o * Y 257/40-45 THE CONVERGENCE ANGLE AT POINT #1 IS-00°31'48.82". EC'S, PCC'S, PRC'S AND CORNER CUTBACKS. (SEE QUITCLAIM NOTES ON SHEET 6 FOR DETAILS) SEE DETAIL ON SHEET 3 OF PARCEL MAP 38375 PER PMB 257/40-45. 11. SET NAIL AND TAG "LS 7673" ON TOP OF CURB AT THE PROJECTION OF THE SIDE LOT AN EASEMENT FOR AVIGATION AND INCIDENTAL I LINES TO THEIR INTERSECTION WITH A LINE LOCATED AT AN OFFSET DISTANCE OF 9.75' PURPOSES, RECORDED JANUARY 24, 2024 AS 2. 0 INDICATES FOUND MONUMENT AS NOTED. FROM THE FRONT PROPERTY LINES, UNLESS OTHERWISE NOTED. 3 DOCUMENT NO. 2024-0021574, OFFICIAL RECORDS, IN FAVOR OF MIPAA, A CALIFORNIA AIRPORT 3. Q INDICATES SET 1" I.P. TAGGED LS 7673, FLUSH. 12. ALL MONUMENTS SHOWN AS "SET" ARE SET IN ACCORDANCE WITH COUNTY AUTHORITY. (BLANKET EASEMENT) ORDINANCE 461.21 AND THE MONUMENTATION AGREEMENT FOR THIS MAP. • 4. O INDICATES FOUND 1" IP TAGGED LS 7673 PER PM 38375 PMB 257/40-45. 13. / / / INDICATES RESTRICTED VEHICLE ACCESS. 0 LANDSCAPE AND MAINTENANCE EASEMENT DEDICATED HEREON. 5. ❑ INDICATES SET STEEL PIN WITH TAG LS 7673 ON TOP OF CURB AT 14. C.C. & R'S RECORDED I[--5--�jAS INST. NO.; --n O.R. 2 STORM DRAIN EASEMENT DEDICATED HEREON. PROJECTED DISTANCE SHOWN. C;), ogs"-- 0 3 (4y 1(--, Sa LINE TABLE LINE # DIRECTION LENGTH L1 N60'52'11 "W 19.80' L2 N74'07'49"E 33.00' L3 N 15'52' 11 "W 20.00' L4 N46'32'01 "E 50.00' L5 N 10°52' 11 "W 100.58' L6 N75'24'03"E 90.19' L7 N76'33'52"W 50.00' L8 N70°48'46"E 50.00' L9 N47°16'43"W 21.43' L10 N74'07'49"E 63.23' Ll1 N15°52'11"W 0.94' L12 N56'42'23"W 19.78' L13 N74'07'49"E 33.00' L14 N30'53'03"E 20.40' L15 NOO'l9'57"E 89.46' L16 N81'44'18"W 93.71' L17 N71'30'06"E 50.00' L18 N09'05'54'E 20.00' L126 N26'27'1 YE 16.97' L127 N58'36'10"W 19.07' L128 N27°09'191 20.52' L136 N54°38'56"E 20.70' W CURVE TABLE CURVE # RADIUS DELTA LENGTH C1 1866.00' 1*44'17" 56.60' C2 1866.00' 3*00'18" 97.86' C3 1874.00' 3°06'03" 101.42' C4 48.00' 61'36'25" 51.61' C5 48.00' 207'35'48" 173.92' C6 48.00' 77°43'59" 65.12' C7 1866.00' 3*48'16" 123.90' C8 100.00' 20'06'27" 35.09' C9 100.00' 7°29'21 " 13.07' C10 417.00' 4°05'06" 29.73' C11 970.00' 3'37'46" 61.45' C12 1000.00' 3'37'46" 63.35' C13 1030.00' 3*37*46" 65.25' C14 1874.00' 7'35'09" 248.11' C15 1866.00' 3'46'45" 123.08' C16 48.00' 71'56'58" 60.28' C18 48.00' 67'25'47" 56.49' C19 1866.00' 3'45'51" 122.59' C20 1874.00' 7°37'36" 249.45' C21 100.00' 16*18'41" 28.47' C22 100.00' 16*18'41" 28.47' C23 2078.00' 2*23'19" 86.63' C24 2108.00' 1'11'40" 43.94' C25 2108.00' 1'11'40" 43.94' C26 100.00' 27'35'48" 48.17' C27 2340.00' 1*48'15" 73.69' C28 2396.00' 1'48'15" 75.45' C29 2396.00' 0'59'30" 41.47' C30 2368.00' 1'04'10" 1 44.20' N S d=1'44'57" L=54.95' 1 10, IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO. 31157�3 BEING A SUBDIVISION OF PARCEL 3, LOT "L" AND LOT "0" OF PARCEL MAP 38375, AS SHOWN BY MAP ON FILE IN BOOK 257 OF PARCEL MAPS AT PAGES 40 THROUGH 45, INCLUSIVE THEREOF, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING IN SECTION 28, TOWNSHIP 4 SOUTH, RANGE 3 WEST, S.B.M. ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS SEPTEMBER, 2022 i" = 60p 30 Q 60 120 180 PARCEL ASAP 38.375 - - - - PM8 257/40-45 j *16.23"' A=3'30'28" L=33.67' LOT B r. 1 5�* W \ o -� - C258 A=6'11'29"- A=6'S0'50" f *A=0°18'34" N7 p1' 49"E 460 L1 �o- L11 \" L=55.87' // L=61.78' / i 4 6 5p 2S"- C) '-j .� 1 L126 0 / 61.72' i R=1800.00'Cn \ V I o W f f 4--6,56, L=9.73'* i ' 444 2g U 12 6' Z I w I w I -. / RcS1 p, C,62 02 \ 29' 26'r N �I _I I� wIo �I.�. '�/ 41 0.p 5j 37a' 40' `� 66 v\ U n I 1 2 n o 1 o z'u4�>. o 3 945� 00 L127 N v d\ o I o-, II N II"n Q N o ° n I o I c`ov 4 o o /��u ��'/ C- 0 82pn 3 55 • n n. n r z z o o �, I � cfl - cv / dv�64 QR 5 p0' J r o- z i �n z i� I z +� l r o/ �S� 5 y I to t 2/ _o / 5� / o o /, 6' DSO p PRK W 06 00' 6'\ o0 33' 33' �' z I z / z / / z//� o // �--6 S02S3 00 `o o=6'51'07' / A=6°51'14" / w o s<v 7. 15 a6 5a.00' 3 0 100 c LOT "H" 10,60, / / 4_6.56' // Z Z"� / / h 6 h` / q� ;2' 40� g0' C260 L=49.87' L=49.88' p1„ Z / 99 6 5' 30 12 R=417.00' A=3T26'36' L_50.46• /4�6.422p _� �7�. , QOS 4 1a 0 98 t Z L128( C10 JA=4'05'06" L=27.59' C=272.57> C�488p 4\7 z �� o/�� 7 3 O194 v 4 c 15.35' 10.99' o T ( 3q Cl, ;-co/ S ;� k- 0 97 ! o Z 26' L�0 0. _ 4 31 2 C_ RC`lAN ClR 3Q�j2" /� /�� �o��1 JjQ O.S. o, to 40• \ n \, R-387.00' A= % o Z 66, 55 61' i 2g0.Sp' 4,8 _� / �- 96 S' 4.48' 39 41 �� -� ✓ 16.23' R=357.00' C234 ' 4�Q 38'> 8 66 �Oi O ,, ^� o Z 5 53 9019' a=413P42„ �V2 9) , i "� a` 1 s! N�251'3 260' g5, 6„ p_1O'21'49" d=10°12'03" 4_ C-2582 , �. s39� p\� Q `' Koji^,°' a a 95 Z 5a00' 49"E 41.23, 143• 4'440 L=64.57' L=63.56' 1p°04'1g„ 6 �\ AO ,F TKO ocP• ��° o° `F`1 SEE DETAIL A 12.11' �N7�o�' g3, ,. Q ��a.a D��2g.50' L,62.76' 4�6. rRJ 9so�- 00' cr 4a• 00' L� U9' ON SH ET 6 5g' Sg' 29.32' v, W 836 LOT I U c� 39 0 rn 105 °o' co (\�3g46„ c'>O6' °.� �� D \6v' O N31 °37'49"E '� rn, 0 104 00 ,� 106 , S� < ��d, � > 4 \ 20.27' 103 0 0 O 185 10.08� c9 2p12 0 �+ 102 o s, r s' s' 10 h 1 , �, 107 O.S. ` �� GO G� N58°22'11"W J ��, 101 Z _ ^`V� ;� q9� , .00 oo\ ��� NN 1 11.97'ti g / < 22.12' ` z 2g �\ g " "' \a 4�� �o <�� ° O 0 20 . 45.00' N89'12'54"E N7 33'41 IV6�. > > Q w �`� Na0.16'43"E(R) 50.00 99 45.00' W 0/" ^� 108 S; �11 ��1 3 s w L=20.65' 33. 45,00, Sp 1 "ty cs b� ry ,. 50.29 52.75' 2? 3,3, ¢4' Gg t�`1 <- 4 9.88' (01' /" N - / 62.00' 0 55, 28 �/ tiQ 00• ��F ��o o�, SEE DETAIL B ` 6 A=4' °� 92 `� o o �Q° o ,e s Q\ a �� [� I ra. r7 r cfl t� co cS ? C7 109 s�A ON SHEET 6 �,� N ; , +; v 1, > �; 122 N �w oo, �. o \tip° 66' a l 94 o 4 60' N „} 165 9.87' 93 z A=O'l9'58" a A=O'17'33" N 123 >+ �J o g��� �l 60 -- �a��5 12 SHEET 3 OF 6 SHEETS SEE SHEET 2 FOR EASEMENT AND SURVEYOR'S NOTES 132, CURVE TABLE CURVE # RADIUS DELTA LENGTH C31 2368.00' 1'04'07" 44.16' C32 530.00' 6'40'27" 61.74' C33 500.00' 7'29'04" 65.32' C34 500.00' 0'48'38" 7.07' C35 100.00' 12°48'06" 22.34' C36 48.00' 77°1O'l1" 64.65' C223 48.00' 212°37'22" 178.13' C234 330.00' 3'16'27" 18.86' C258 517.00' 6'25'33" 57.98' C260 417.00' 5*52'11 ° 42.72' C263 48.00' 207°35'48" 173.92' C275 100.00' 27°35'48" 48.17' �\ a L=12.07' __ L=10.92' Qs 35"E(R) D,53°42'53" = 121 00 0� �6� LO fall n N82 45' - _ ( R 113.08' l z PCC 30' N83°03'OS"E() 0 45.00' a�S 2.53' z�'00 �� 49 0 " c a t�=207 3 A Opp. $ Go `� a. \ a J \30 63 z 50.00' S4.00'� ! � ai 164 d �o sQ 0 921 •� _rn _.1 ¢ N82'44'13W R ° o �' oa, r'= g'E�R� N _ _ 1- o 57.00' o _ i� ° If II - _ (� a 4� p M Q 51.00' N82'45'42"E 212.00' w I m o rn o J N84'22'19"E(R) _ N88°44'24"E <�� tya8 g7. o N80'48'10" 13 a r 1 _ o a Ln a " 20.00' °,r Z 8, 44„E(R) io iv 43'07"E(R) O ._ o a 100.53' c} •4 co N78'1 � _ it I n I p7 �' c� it II 108.52' 00 r; w 9.92' o� a _ - 1 3 N r � o f C) o a II J J o� c� 0o N88'44'24"E N^ M 120 � o o� p 17'34"E a, n cV cn I _ cJ �r o 1 10.45' d Id o 0 o r` II w N7a -fl Z a Iv N I c� o o Nil <r 163 cv o cD A=8'31'23" �� - ao 0 111 st II a 1 N Q c0 Zn 89 Z 90 II _,, N o� a� �n ,,,� a, �n J 40.43' Il N I 88 a d v it 1 L=7.14' a 2.21' o a I c"'v I n z �n o iI ' � ,4r 1p2 z ° N89'28'09"E(R) �* n 87 Z z N85'55'48"E(R) a N85'41'47"E(R) 124 53' 8.38' - - - - - - - - "' 00 a II o z A=212'37'22" _ _ _ _ - o Y . r' II a o 3 - \ II z p o N79'01 • 101.55' 9.94' 0 0 14 r co I n l a L=178.13' 100.00' 1,- o o� 39" , r7 " II N -cDo LOT 'A' co 12.52' N41'31'37"E a 105.16' o ti ^ W N86'36'34"W(R) -t n 3� 10.26' 21.43' o o� o N88'44'24"E J =�� ho a N o 00 N85'16'21 E R a Q I 48' a= o d I A=10' 13' 18" 119 ° o �i \ 9.99' u I S o° G`G S ��9.85' C7 C22 38.74' w a m 162 Ln o d 10.13' �r 112 �f �� N o a N85°43'50"E %U I I - 125 0 L=17.84' r� G�ti 10.29' 49.00' J " a - �' 2.68' z a `' J o- 151.37' - fi6' Ll N87'01'27"E(R) N89'33'09"E N81 N7 • � � � � 47'S N � - N87'07'27"E 184.00' Nrn rn \ O1 186 % 45.45'-' 103.00' 100.00' 0 , � o- N \ N73'53' 123.25' 06'W(R) ; 8 59 24-W 100 00' In N / j - - f _ d=2'48'28° •- P d' 33 O.S. 1 KEG - cM� - �? o N88'44'24"E 7 0 z � Q - - A=17'22'30" 118 � o L=16.17' 15 o q - - - - - - - \ 33' � 10.32' o?ND ^ � � ° � 161 N C, 0 126 0 o 0 0 Go 0 L=30.33' �, � 113 oo � N87'37'l 3-W(R) ` h "�� <r " » 1 - LOT G 4 C2 49.00' 39.20' it �y N88'21'14"E(R) n "' I J 56 � "' � N89'33'09"E N7 8.5 9 24"W o � N85'43'50"E 164.98, 51.16, v 04 o Q I La 9.80' J 1- 102.05' �, 100.00' 16.02' 116.97' 0 700,00, c 58.54' 55-2T v) I r a C�6 SEE DETAIL Ci 35 8a 14.14' I cN n co i� �r o 12.01 ' ( ( � p O? 117 cc -D o o a "' co ;`_' N42'20'36'W 0 o o ri 10. ti `ti V q� N88'44'24"E 3.08' ON HEET 6 / / A=212.37'22" _ _ N88'19'07'E(R) O� 16Q �" o- o cc a n o ' 114 0 o o 24.07' °p u It LOT B 0. 00 127 00 u z o N 86 's x II a o cc { rn N89'33'09"E(R) L=178.13' r- •a U0 o c� a N7 w rn o _ter o co cn N89°41'02"E(R) o cv 8'Sg'24„ �u o 85 84 0 83 0 J o a-1 r, 106.37' 10 W co - 0 0 j' a ZD 0 100.84' 101.33' c14 p p0' °j 16 17 ' 18 l` oN `° o n a rn o Nit a<- o 'D w co - N � N89'27'21 „'W{R) � o0 0 - - w I v n Ln r z o II J w �n N89'56'24"E(R) � co r v - - - - - - - w u� z _ / Z ] • z o� z a o N °'° 159 � N 116 0� 115 z ��� z/ 8' , z ii d 0 0 " o c� 28' a 28' N43'55'16"W I co N �o �-* / a u� 0 0 128 a J 21.01' ( 8-1 16'E(R) 1 0`� p�"�0 0008" 52.87' 53.02' 100.41' z °n o rn C30 80.24' �. 24.69' C32 - ���� i �h a� ,25.13' 51.01' S5.10' 2 N88'59'07"W(R) 100.52' o _ � 104.92' N88°42'44"W r n 1T R) J 212.00 I j 8.01' n N$7°04'27"W Ln J I PURDUE CT o ^ I C 16 C35 6 L�1 6 o�� a� u� Q•' 1 N88'42'44"W(R) 158 b w �-42.58' _ o �,, C34 / d � - � (� n11.34' 0190Lo � y 129 oM� \ 1Ln n _�._ CV T'7rnn J N88'23'11"W 147.50' _� / C33 'o \ 35.82_C. 50.38' LOT 'J" O.S. 80 � Z 0 W `` ' 137.72' 79 I 81 82 6.71' a `' 25.00' � - N80'54'06"W �r + 130' 30' 173.54, ao �r SEE SHEET 4 a 25 SEE DETAIL -G� o 24 23 22 21 ON SFIIEET 619 20 i aOfI95_ o3qy(0 Sa W 01 IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO, 31157�3 E BEING A SUBDIVISION OF PARCEL 3, LOT "L" AND LOT "0" OF PARCEL MAP 38375, AS SHOWN BY MAP ON FILE IN BOOK 257 OF PARCEL MAPS AT PAGES 40 THROUGH 45, INCLUSIVE THEREOF, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING IN SECTION 28, TOWNSHIP 4 SOUTH, RANGE 3 WEST, S.B.M. ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS SEPTEMBER, 2022 1 " = 60' SEE SHEET 3 15�� Emil 30 0 60 120 180 1� 0 cn z w SEE DETAIL "D"-\ ON S EET 6 0187 O.S. / 732' O 188 1 / J / O.S. SEE DETAIL "E" ON SHEET 6 LINE TABLE LINE # DIRECTION LENGTH L15 NOO'19'57"E 89.46' L16 N81'44'18"W 93.71' L18 N09'05'54"E 20.00' L19 N68'14'04"W 50.00' L20 N79°08'34"E 50.00' L21 N59°54'16"W 50.00' L22 N52°53'41 "E 21.01' L23 N76'30'53"W 94.66' L24 N10'41'54"E 34.60' L25 N62'21'14"E 24.47' L26 N82'35'34"W 74.72' L27 N80°30'34"W 30.00' 70 86 85 84 83 - N 16 17 18 Ln Q 04 U w I p m o I N 116 115 Q 159 128 28' a 28' SEE DETAIL "G I ON SHEET 6 I� 1, eo 100.41' cn , 1 52.87' 53.02' 51.01' Lo o C30 o N88'42'44"W(R) 212.00' 55.10' N N N88'S9'07"W(R) \ 100.52' r)^ J i L 16 JtoN8T04'27"W a' PURDUE CT I _� V- 190 _ o ov 158 o a I w ( 42.58' _ Mi r �v f a 129 0 44.58' C33 �- M OO.S. rob I w "' m 3 Ln I ^ N87'39'15"W(R) w LO Ln n nJ N88°23'l l "W 147.50' -•- / ` 35.82 50.3$' LOT "J" O I N (p O Ql cn d- N- M J IO v o I o N n cd 99.70' - o N87'04'27"W z 102.92' ^� 80 � q o u� N 25.00' co 137.72' 79 I If 0 100.38, -� 55.07' A=5°47' 54' N ! z 81 w 82 c" N r, d- o II 43.90' L26 `" N$p II z "' R=48.00' �r n I II o - rn - 0 6.71' 37" 06"W _ z c.� 00 a -4. o o 55.09, 173.. N / A=25" 4'34" n z t it If 157 0 �, z �30' � 30' f N47°08'53"E R=470.00' ^ 4 112.72' 1 o v a -j � 6 � r � I 21.01' L=47.53' 6.91' L=21.15' z N a� N86°19'22"W(R) I 130 0 a !� I Goa 3348, 16.52' N49'51'25"E � � ) U u Ln I o o b 3.96' 12.51' 7.12' 58.02' G56 C1 7.53' 21.43' ) I a 99.93' :�: 100.00' a - a a I r 25 N 24 w !L 7.78' 9 C41 N86'13'13"W(R if u z �, _ LO 21 20 1 b 41.47' a , o 1 W 19 oN 156 j 10.25' 49.00' �N 1� o z' n N85'32'59"W(R) °i •�� z rn o rn r o n r�'i N z Ln co _o �' 131 � x ------ z N8_4-32'45"W_1Od 84.00' `�°, `" `� _ N84'59'29"W(R) ! a II a "' N85'2$'35"W / FULLERTON CT - ) a -' 56.96' 165.61' z o 99.39' 0 100.61 ' a 55.00' S3.65' 7 LOT "F" 10.32' 45.45'- '1 N o ;nco CD o N84°56'24"W(R) I o w 55.p1' N8021'33" % Q 49.00' c`ti I r ; ri a o 0 0 , x o o i� W L20 155 0 o z m, rn I -' o 'co 54.07, 232.p4, 8' CAS 36.56' 9457' 39.43' c' M a '' N LO o I 132 N � I n o r- � `" "� 58.01 C46 II cv 83'39'35"W() ) II II 26 , °j w I 13.44' N38'56'55"W v o^ R i � I a z 27 ! N o/ W A=10'21'26" N 65.01' m w 21.43' m 99.90' ' 100.10' z I N38'10'26"W N 28 ' 4 / N ` I `" L=8.68' r- I �� rx I o N a tl �1 \ o N o /'� 29 a I co( I� Q o co U ^ rY II N o i N83°39'35 "W 21.01 ' Z i� E: ;n �'' I I �- co n ^' 178 CO N I ``° `O `� `o o I LOT "Q" N o p n 154 uooi W (R) o 27.23' z o"' 30 I 0 31 I m 32 N of IN N^ ^ II �r N �i 39. Z z z I z m 77 0 76 N 75 v ! of C6 m, 133 co 21 S4. A=4°34' A=O'06'20" I r N I I N82' O d cV cp ` I z o I ^ z ao 1 N �8'48"W o u� `t c� g3 5p„ ` 26.55' �' v z z z n. (R) a a �' 121.3$' L=26.3$ L=0.61' I=O'fi7 06" 99.3g' 100.61' rn l C61 54-54' ©=15'S1'38"I o 60, ocri`" o� `fl z N82' `t % �44.58' N82°38'22"W(R) 165. o N7T C 50.00' vi r 54.48' `� w m , 0 22'47"W co co 14' N o 3p 30' a `� o (R� ,CO VIA - - 96 C62 8 57'1 j „ 27.68' c N t s2. u u 153 i W s 50. « C59' r< LO r N it c� �NOVq CT Og' o C60 d N84'2313"E 0o m 141 N8 134 co a , �;3_77' 15.06' N79'18 6 9W 1 N80°22' S5.2s' Q 0'S 5"W u LO o o 121.38, Z, 422,7p 06" 17 �cS iv � � rn 41 "W v�i 8 5 (R) )4 W I -cot <t w p erLr) 99.94' �. 100.p1' ai "' �0L 84.18' C63 �' o `51.84 4.5Q' a it ,� 212.00, N f\ d o n I` 10 mo' _ o °' m N81 °p5' n II � -� I 37.20' r rr ! 0 71 d / ^ o N80'22'44»w(RLn ) ,N u tl 152 o I 58 W(R) r ° a a / 0 184 31.p7' II N / 72 2 ^ r� .� t ° , a a v o a / ^ o rr ^ 166 C23 I a; LOT L O 191 /� N7939, v, W, w 135 � N ai ai d / II -i 2.89' c\j coLn N62• O.S. �* l,o II 02"W ) u� , �, `° 'o N N N35'48'06"W l S9' cr \' A=26'36'39" 73 CO M/ ^ a °' , (R o �- n II N N 80 35 5$"W(R Z 20.65' n 74 rr o , m 86.95' Q 100.pg, d II z I ) aS p8 4L 2 -9.95' I L=22.29' 18.81' '2 v/ N o co 10 97. n o 2' t- G5o a o o N79'49'Og„W 0.17' \ 84' cap � I C59 �17 3.86' a o^ a J' 151 n. oo z ^ (R)" o :Cc zo N82'18'06"W w o A=5'21'51" I 3 GL 9.95' L 9' \� I`i N7 8.60 v 1 136 cv Q 183 Z i 26.50' 60' z >° L=4.49' 2� N58'11'13"E r $ 1g 11"W cv oo a' 167 � , I "' 34 4 N21'38'43"E(R) o Q d� CS 21.43' (R) _ J N7 ° LO u n a 1 2 45 3p, � 100.68' 99.p3' v 920'16"w(R) m ,N, N 30' 30 A=1'47'32" ^ Q� 10.16' 14' 3p, °' of % o N7g.3 rn g9. ^ a 100.29' p II R=1030.00' r\ 33 7' 33' / \\` GONZA 49' p0' a 0 78,3222 "1y(R) N ,�, m 36 �Ni Q N a 0 33 C/ ^ tt 150 0 o a �n o 0 80'45' (R L=32.22' N761257;W R N N/ `� oo �o `n r 60 cr oo z 3p„W ) o o o I L27(R) 5.73' ^ 1 66' LOT "E" 184 v v N76• n 137 N II II 182 0 168 N r Op' LO 45 / 59'1g„W(R) Uo� o LO 3p, 30' J 12.89' l N7g'51'�4"W n c� ^ L132 0 �' 45 !/ 9g• 64' 100.2 a /; N78.04 F - (R) It " ^ 111. E N7 4 1 33y(R) �i CC a_ c, ^ 42.35 l 7°153 ` 9g 100.44' m,� 513 , SHEET 4 OF 6 SHEETS SEE SHEET 6 FOR EASEMENT AND SURVEYOR'S NOTES J l� ( PARCEL 2 PARCEL MAP 38.375 ' PMB 257/40-45 (� I rn %rn v- :� 1 z -SEE DETAIL "H" ON SHEET 6 I I PARCEL 5 PARCEL MAP .38375 6 .37 i / • 5 PMB 257/40- 45 C236 149 'a W(R) v 0 1) N78°22 1g„W(R) U C69 -44.36' N7g32'17"W 18569 ��6 24.25'' 45 138 o a +; 181 0 0 0 / �-44.' 1 -- - 94, / 30 N76.4$ 51 " o 0 169 a 'aN� v L 13 �NCORDIA WAY 4? 8 \ 2 l 69 ^ gy 33, W(R) N q 1p0.7g a i 2 1 LOT "M" 44.83 o If 68 _ 67 o //� o a ^ N7713,28„W(R) o 48g4 97.1g' a --48.25'180 �/ rn C75 I 170 ' o ti 6.06' n- i LINE TABLE LINE # DIRECTION LENGTH L28 N54°07'53"E 20.65' L29 N11'27'43"E 30.00' L30 N78°32'17"W 3.76' L31 N11'27'43"E 30.00' L32 S33'59'02"E 19.57' L33 N33'37'27"W 22.23' L34 N88°48'42"E 50.00' L132 N34°31'26"W 20.85' L133 N56'56'39"E 21.03' o /121) �a SEE SHEET 5 CURVE TABLE CURVE # RADIUS DELTA LENGTH C81 2658.00' 1'45'46" 81.78' C82 2658.00' 1'52'02" 86.63' C83 2628.00' 0'56'01 " 42.83' C84 2628.00' 0'56'01 " 42.83' C235 48.00' 212°37'22" 178.13' C236 2108.00' 1'11'40- 43.94' C237 2078.00' 2*23'19" 86.63' C241 2108.00' 1'11'40" 43.94' C264 48.00' 207'35'48" 173.92' C266 MOM' 7'51'03" 115.10' �� w Z. o c.� m / /. /L 1 N83'45' _- -- 24"W(R) N76 p459lN(R) 3 / "/ /lam 35 J 171 36 � ° c O o ,o LOT "0" <�� C80 1 16.90> 7 O N J - /� 33.10, C ,` - N N L34 d 10.03' � � o o o 46.36' 84 LOT "N" FOR c� n a a o o CT n N m N7 . 28, 65, 4s37 ° `� ` o CD _m3 2' " W �24'4g'��j 192 0 O.S. O00 o SEE DETAIL "1" ON 6 t 39 SHEET I � i 38 37 r 1 I CURVE TABLE CURVE # RADIUS DELTA LENGTH C30 2368.00' 1 *04' 10" 44.20' C31 2368.00' 1'04'07" 44.16' C33 500.00' 7'29'04" 65.32' C38 1866.00' 3°51'34" 125.69' C39 48.00' 69'02'38" 57.84' C40 48.00' 212°37'22" 178.13' C41 100.00' 16'18'41" 28.47' C42 2108.00' 1"1'40" 43.94' C43 2108.00' 1'11'40" 43.94' C44 2078.00' 2*23'19" 86.63' C45 100.00' 16'18'41" 28.47' C46 48.00' 21*18'50" 17.86' C47 48.00' 72°58'22" 61.13' C48 1866,00' 3'51'36" 125.71' C49 1866,00' 3°56'53" 128,58' C50 48.00' 71*18'54" 59.74' C52 100.00' 16' 18'41 " 28.47' C56 48.00' 76°22'31 " 63.98' C57 48.00' 83°55'46" 70.31' C58 48.00' 212°37'22" 178,13' C59 48.00' 88°55'21 " 74.50' C60 100,00' 16*14'44" 28.35' C61 330.00' 4'41'11" 26.99' C62 300.00' 3'2O'l6" 17.48' C63 1 270.00' 3'20'16" 15.73' C64 2398.00' 2*08'14" 89.45' C65 2368.00' 1°04'07" 44.16' C66 2368.00' 1'04'07" 44.16' C67 970.00' 3'26'43" 58.33' C68 2598.00' 0°29'06" 21.99' C69 2628.00' 0'19'07" 14.61' C70 1000.00' 3°26'43" 60.13' C71 1000.00' 1'39'11" 28.85' C72 1030.00' 1'39'11" 29.71' C73 2658.00' 1'16'59- 59.53' C74 800.00' 1*31'54" 21.38' C75 800.00' 2'55'24" 40.82' C76 833.00' 7'34'50" 110.21' C78 48.00' 212'37'22" 178.13' C79 48.00' 77*08'19" 64.62' C80 100.00' 9°45'02" 17.02' IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA a / SEE DETAIL "E" N Q \N ON S EET 6 TRACT MAP NO. 31157�3 K BEING A SUBDIVISION OF PARCEL 3, LOT T' AND LOT "0" OF PARCEL MAP 38375, AS SHOWN BY MAP 0 v m / Q 188 o ON FILE IN BOOK 257 OF PARCEL MAPS AT PAGES 40 THROUGH 45, INCLUSIVE THEREOF, RECORDS OF W t�'EBB E O.S. p> 4 RIVERSIDE COUNTY, CALIFORNIA, LYING IN SECTION 28, TOWNSHIP 4 SOUTH, RANGE 3 WEST, S.B.M. G 30, ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS SEPTEMBER, 2022 / 66' lV7 ONZAGA CIR 150 a 61 rn 66, LOT "E" 2 57 W 184, 0 / N76 S9' "' % ? ,� / 10.28' 0 � 45 " o : 1 s W(R) 1 SEE SHEET 4 30' 32 c`v C�03 L49 �C23 "' N 45'� % ! ' � � 99, 64' 0 700.�4' o' 1 / 34.89' 49.OQ' � N77 1S 36 W �^ A=21'42'55" 4Q 23' C236 a 149 �� a iR) v 70 ^^// rn L=18.19' 15.11' N30'37'08"W N753g26 W R 138 N o i�Lo t o' l ;a' 0 0 8.77' 21.43'/ ) r`i 99.8 �) 100. ' �' o N 4g coo h I oo N I i .� �ri o rn 1 34 v- � J 76 51 W o I r o 69 �' o v rn m- 0 z N75.,5 r`i v o to . �R) z 100.7 co v z l p o 0 0 N p �r o, 8'47" r p ty N 99.33, 9' � 68 of a .� q o a !; a O ! 13, g p o/ p, � 148 r� o ) o o N7T 28„ 54.99, z N 2 0 67 / v o m i v N74• 14.61' ( �' 139 N 'n ) o W�R) a rn o `O S6 720303 " / � o Q _ lg 34»W �: 27.83' o u i o 180 170 I "' ti O ^73, S W l n li N 2 n i� 1 p (R) 9 a �, 11 ( 1.03, n/ du m 0 4 9 4 ) Cam. i N �. o cv I 11 c�c2o�,O 3 qq(g � x SHEET 5 OF 6 SHEETS SEE SHEET 6 FOR EASEMENT AND SURVEYOR'S NOTES a u 0 21 v rip d rr 0 9 �. 70'33 • v o S 200 Z/ rn/ �? N75•24 / OS"W 0 100 it n 1.p ri rr ^� 45" / �R) 0 74' v - o v� 3' v v .,, 147 m, o W 99, p o to _ v ? <,, / N S d o 0 60' l74 0 043g" 35 Q h o 63 , cv 0.73, 51. o v o v, o h o W(R) N N I N o o o.gS, 1 o N72s o 0 140 3 rn A=0°OS'23" o' ,co S 00, `� o 0 9'4 W co o N o0 0 3p> ' L=5.85' 171 J, rcv 36 N 3. 2" N7 _ i, v o `i 10 p 7 (R) Y, 1 Q 1 I/ y a o a• NIf ri rr o 64 �� 2 [if p a, 6' 25' o SEE DETAIL 1 N o 2 S�'1y q r`i v" N75 N7 0 1 Q ri ko o `o "" o o 24'45" / ;� S 24'45" ci 0. 14' v LOT 0 ON SHEET 6 1 N 1 A=23-54'20" `O ti r ^ v 146 / o W co W ^, b N74° N 65 ho sal v `� co 99.81' rr C Z06 L=20.03' N o ,�N71 • 18.56' ( ^� 141 <n b (R) v rr ( N o co 0� 16.48' N 2' o / �`° `�° � o � 3g S4'W � o � .� � o � o _v c� <o � a / O189 Ns/ �� _"' 66 �, o r p' 7Q (R) 10 0 , �" 178 0 172 oo % '�'4 LOT 'N' n n O.S. CIRfIGNTp S �A S�' 6.10' z ` v N N 179 N7 • 300 h �` u v°'' a o , 6.36' ` SA)t a o / R N oQa�9k a r`i w a 52445"W o z o 9g.14' o% r` ��� �8 R CT Q a o 0 145 n o v N75.24, o o 1V73 4 r o o, v N74'S2• 65' o co N66'31'00"E A 4S" oa o �0 37" 192 o o ` I SEE DETAIL "F'. 10.16' 0, 21.43' 1 N>Q.1S 2 142 0 / z sg.sp' W )VD 3 (R) r ��`', 10.0� 124.4g, / O.S. �% c 8' „ „ S3 42, I o 49" .W v� o o v tr l C2g ` w I ON SHEET 6 LOT D 10'W 49 90, f 3 / a 7 W(R) 103 13.10' 173 N v ,^ e� n 10.32' 184 Q S4 Op 0 30' a N69 0S 0 �;�6' w /V 24>4 0 177 -/�! 9� 1 �; a 1 Ss3' 2g s Oos v1 5' a w 0 N 'O N84'17' 0' ro W 5"W 5' N , 4� CJ / U > 51 "W - � (R) r rn � 1 iu l o N7 v `� �v -"� I h , I o �' •�0 * / 50. �o C48 N23'29'06"W Z I `„ o o p 238' �o co G v 00' h N o, N53'S0'S0"E �o o N75 S„ o �c o ?1'�V) `'' �n� / o ^ I 39 C247 / A=4'S7'36" { r: (R rr i N C276 N U 20,99' 144 0 l 18.99' o 0 9 4 W ^� - z l a u N w / L=72.11' Q N6 C oS� 36.90' \ V 2S o co <r co h ^ ^ ^ p o, o`Oi of 49 o N 4 41 I z N 143 p v 6.88' 174 a s N I z 42 A=23'11'06 0' S4 .x 15°7T l r- - ^ l v c v v 62 S' T w 21" i _ I - A=7°17'49" /I N28'38'24"W 'I 6.59' O� �' 38 ) • rn°j 1 L=19.42' 3g2 �O0' �' �. Cc72Q ( A-11'OO'53" z 20.55' 176 o i rJ / N72'16'-- R �o n 37 "a ��' / C65 6 ( �° / 3' 44 S S z L=42.03' N 9�S v -i ' /V _ 13.10' C50 3 o L=51.91' ) 4' 1 2.00' � c , X o <v ,<v j A=0' 14' 45" v , N� N72' ti i - J A i h ^� o C52 C66 w o, 13 j' , 16'0 *-`F i ry 61 ry 9.77' N22'17'20"W `O N3'06'25"E(R) J R=330.00' Q 18' S 0'�y co r <o c R'30 I p L=1.42' _ ) �.. d S 6 o " M s4i 21.43', O,p C55 of / o 0 3' 0 19'38 E N o' 30 o Ora=26'18'14" L-137.73'- I v' / >> 175 o ry S7 ¢6 z iv82 45 I 60 �h 30 - _ y _ 27' i oo .� S3 95' r q -o 62 2\ sg> �h ry. o �222s4� R, C57 C5 C5` C56 /V7 15g81 N63°22'42"E �' / v " N64a3�6' 45, 60.00' 7' 59 ,^� ^/ 330.Op, 9.87' 3 8 8°p�; 82 21,21' 35 I N .0 a '� °j d--8° 4=26°18' -•I •� ` SSE 54> / `�° ^�' 40 W 62. 6 \78 A=2'38'46" 5436" 14" L=151.50' C86 1 (R) / 30, o �, A=O'11'30" L56 303gn 8733 p2, a �' v L=15.24' C�513 4=9'21'47" 12°0T �.'` C Gy 3Q' N26°37'18"W z w o 66' R=1800.00' h dy = �o rn I 2' / A=5'23'0 " 4= 39" C Rf/ TO CS ! 00 L=6.03' v (R ? S 0 a N 6 N l ; u/ I L=53.93' L=57. lR N � o' 4 41 "' n J 0 �o / A 0' L=31.01' ) 21.21' " • i- 4M 08 S' /.h ,� c� 1. 58 w 15' 2 <v z • BO,Q 00' Ic�o 4n /� W I �, / A=8'17'19" I 4386, LOT C 0481, o o , N o * • C LOT 'P" 3 12.07' ii' N oo , z r, 2 1" ;o IN �I L=39.06, Wl 75g8 `o �1 op rn 42 o N 33' o v cn w �o w A=2'09'09° �. c� ^; / 40. _ c 33' N64'00'31"W \ 9S i oh v Co. 0 I lip o tv S4 i 4 00, 4S' 43 47.00* �^� `� �� ry z / 57 I rn M 56 N 55 N o I n , ! L=10.14' 00 / ` 10.85' / *N60'42'S7"E co / o /� • rn o Er w rn 4 a� S 29.19' * 2° � L135 * 4 I z z , �n54 , � 00, N7 37,1 �J SO n 04'30 30 10.27' rn I * N6 3 t N7 7 38' `� 1 2 i o o/ , N S4 1° 8 t 0 1 ' 0' n g N 2, �ro N6 4' 8„ z / ^� 53 o C3 436 C246 39.73' r� I I *N64'00'31 "W 03 n / ' � � 0'S S z I z rn `�' 2 4 6' � `�. 19.00'* 180 6 A Q4, ` �.� C62 4240� W 1006 6,25, 39.79' "' o " 4606 N �o N87'55'59"W C20g 4SS4'� I C60 '(R) 2' ° * 64.54' 45.58' 52 v o 4'3 h 9.89' I N8$25'32"W 149.92'* ° 4j87 2 = N o rtv 7.95' 96' 2 � 50.00' N *R=2138.00' �' 0 51 0 lo'. 3885 ��\ 193 0 �w44 62, A=2°05'03" S4 00, �' N oo ,�cr 10.05' S4 00, 3p 9.85 O O. S. ~ *N20'10'53"W 20.28'*• �� • 6Y�/� wN o49 �sC°277 2.7gL=77.7754 Z 402S, 10.29' 200o.1 I o A=8'28'S5°36, � o L=14.80, i ap, Jv *N63'48'45"W(R) 60.00'* C *N� �0 `� 0 48 gQ 7 73, o S Q SEE DETAIL "J• ON SHEET 6 PARCEL 5 PARCEL MAP .38375 PM8 257/40-45 I I I` 1` II 1� CURVE TABLE CURVE # RADIUS DELTA LENGTH C23 100.00' 16'18'41 28.47' C48 2108.00' 1'11'40" 43.94' C49 2108.00' 1*11'51" 44.06' C50 2108.00' 1°11'40" 43.94' C51 2108.00' 1*11'51" 44.06' C52 270.00' 26'18'14" 123.95' C53 300.00' 22'34'06" 118.17' C54 48.00' 212'37'22" 178.13' C55 300.00' 6'57'21 " 36.42' C56 300.00' 8'04'12" 42.25' C57 300.00' 14*15'10" 74,63' C58 300.00' 8'18'57" 43.54' C59 2368.00' 15'50'51 " 654.97' C60 2108.00' 0*11'30" 7.06' C61 1492.00' 1'29'41" 38.92' C62 2108.00' 1'18'20" 48.03' C63 100.00' 16*18'41" 28.47' LOT R v (1' BARRIER STRIP) *A=1'29'41" R=1462.00' L=38.14'* CURVE TABLE CURVE # RADIUS DELTA LENGTH C64 48.00' 212'37'22" 178.13' C65 1800.00' 1'44'08" 54.52' C66 330,00' 15'01'32" 86.54' C67 2078.00' 2'52'36" 104.34' C78 48.00' 212'37'22" 178.13' C82 2658.00' 1'52'02" 86.63' C83 2628.00' 0°56'01 " 42.83' C84 2628.00' 0°56'01 " 42.83' C85 2078.00' 1'29'50" 54.30' C88 1522.00' 1'29'41" 39.71' C186 48,00' 79'53'59" 66.94' C205 48.00' 68'52'56" 57.71' C206 48,00' 70'22'53" 58.96' C207 48.00' 71'06'07" 59,57' C209 48.00' 68'14'08" 57.16' C210 48.00' 74'55'03" 62.76' C235 48.00' 212'37'22" 178.13' CURVE TABLE CURVE # RADIUS DELTA LENGTH C236 2108.00' 1°11'40" 43.94' C237 2078,00' 2'23'19" 86.63' C241 2108.00' 1'11'40" 43.94' C242 2078.00' 2'23'19" 86.63' C243 2138.00' 2'23'43" 89.38' C246 100.00' 16*18'41" 28.47' C247 48.00' 31'32'07" 26.42' C248 100.00' 9'45'02" 17.02' C249 2138.00' 2'17'11" 85.32' C251 1866.00' 3'20'02" 108.58' C252 1866.00' 3'51'22" 125.58' C253 1866.00' 3'46'04" 122.71' C257 2658.00' 2' 19' 18" 107.70' C268 840.00' 4'57'56" 72.80' C273 1874.00' 3'25'43" 112.14' C276 100.00' 16*18'41" 28.47' C277 100.00' 16"8'41" 28.47' '8�' W 426 4.Qp. O 47 7' A=7'49'46" C5A cm /qQ o; 0' /,^j L=13.66' 4`45'25'14" G71� PARCEL 8 o 5 h = 4 C`38.05' II PARCEL MAP 38375 00 46 5.69' °O a o PMB 257/40- 45 SS, 11 ' � °' 44 d o45 Iff-) LINE TABLE LINE # DIRECTION LENGTH L22 N67'42'46"E 20.99' L32 N72'53'40"W 90.02' L33 N27'29'26"E 33.00' L35 N63°52'13"E 22.23' L49 N87'28'21 "E 50.00' L54 N70'20'55"W 90.02' L55 N27'29'26"E 33.00' L56 N62'30'34"W 1.43' L60 N18'22'42"E 96.59' L117 S06'43'44"E 28.44' L134 N17*05'17"W 20.64' L135 N73'46'06"E 20.75' CD NSA• �R� ,0 12.77' z 16.38' 7g * 68,67' 42.10'�. 1 *N85'26'05'W *75.10' 85.05'* N32719138"E* •0 • 0 •0 120 180 in N TRACT MAP NO. 31157�3 IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEING A SUBDIVISION OF PARCEL 3, LOT "L" AND LOT "0" OF PARCEL MAP 38375, AS SHOWN BY MAP E ON FILE IN BOOK 257 OF PARCEL MAPS AT PAGES 40 THROUGH 45, INCLUSIVE THEREOF, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING IN SECTION 28, TOWNSHIP 4 SOUTH, RANGE 3 WEST, S.B.M. ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS SEPTEMBER, 2022 -- � ' R p P 3�5•$6 �-! I O 49„E 74 C105� I O\ I � \ C104 " � � 95 cn 145'20'57" C107 _ N253 43"W R= I -a rn S421yiR2i\ 0 ,n v s� I� v U � 4 1 � DETAIL "A" SCALE 1 "=20' AD 63 co ff O 189 co t555��' �U I CREIGHTON CIR / C) ct) 62 9= 1 DETAIL "IF SCALE 1 "=30' SURVEYOR'S NOTES 95 �y cc G � � c77Zn O L�6 TROJAN CIR 185 O O.S. � I N79'19'28"E(R) o o - W' co rn M N I� 94 DETAIL "B" SCALE 1" =30' 18 0190 �L87 W � PURDUE CT 3 I O.S. _ L87 19 N� o DETAIL "G" SCALE 1 "=30' 1. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE C/L OF EVANS ROAD PER PARCEL MAP 38375, AS SHOWN BY MAP ON FILE IN BOOK 257 OF PARCEL MAPS AT PAGES 40 THROUGH 45, INCLUSIVE THEREOF, RECORDS OF RIVERSIDE COUNTY, PART OF THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS "BILL", "CNPP", AND "MLFP" NAD 83(NSRS2011) AS SHOWN ON PARCEL MAP 38375 PER PMB 257/40-45. 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 MULTIPLYING THE GROUND DISTANCE BY A COMBINATION FACTOR OF 0.9999178096. CALCULATIONS ARE MADE AT POINT #1 WITH COORDINATES OF: N: 2217757.726, E: 6268362.480, USING AN ELEVATION OF 1415.09 FEET. AS SHOWN ON PARCEL MAP 38375 PER PMB 257/40-45 THE CONVERGENCE ANGLE AT POINT #1 IS-00'31'48.82". SEE DETAIL ON SHEET 3 OF PARCEL MAP 38375 PER PMB 257/40-45. 2. 0 INDICATES FOUND MONUMENT AS NOTED. 3. 0 INDICATES SET 1" I.P. TAGGED LS 7673, FLUSH. 4. INDICATES FOUND 1" IP TAGGED LS 7673 PER PM 38375 PMB 257/40-45. 5. ❑ INDICATES SET STEEL PIN WITH TAG LS 7673 ON TOP OF CURB AT PROJECTED DISTANCE SHOWN. 87 I 1 I of 186--/ L79 cl, cn Z Q.S. co �''� co N KENT CIR O _ W L80 2 I 0 8' 86 DETAIL "C" SCALE 1 "=30' / 32 I N �i N88'40'25"E(R) I I O 191 1 O.S. I L90 o I C178 I N67°16'37" R) W W VILLANOVA CT °� L90 a ^9� z � I fG.co�a I I 1 DETAIL H SCALE 1 "=30' SURVEYOR'S NOTES CONT. 6. * * INDICATES RECORD AND MEASURED DATA PER PM 38375 PMB 257/40-45. 7. TOTAL GROSS AREA OF THE TRACT IS 39.12 AC. 8. SET 1" I.P. TAGGED LS 7673 FLUSH, AT ALL REAR LOT CORNERS AND ANGLE POINTS IN SUBDIVISION BOUNDARY. 9. SET NAIL AND TAG LS 7673 ON TOP OF REAR BLOCK WALL IN LIEU OF 1" I.P. AT REAR LOT CORNERS, WHERE REAR CONCRETE BLOCK WALLS EXIST. 10. SET NAIL AND TAG "LS 7673" ON TOP OF CURB AT AN OFFSET DISTANCE OF 9.75' MEASURED RADIAL OR PERPENDICULAR FROM THE ROW TO THE CURB AT ALL ROW BC'S, EC'S, PCC'S, PRC'S AND CORNER CUTBACKS. 11. SET NAIL AND TAG "LS 7673"ON TOP OF CURB AT THE PROJECTION OF THE SIDE LOT LINES TO THEIR INTERSECTION WITH A LINE LOCATED AT AN OFFSET DISTANCE OF 9.75' FROM THE FRONT PROPERTY LINES, UNLESS OTHERWISE NOTED. 12. ALL MONUMENTS SHOWN AS "SET" ARE SET IN ACCORDANCE WITH COUNTY ORDINANCE 461.21 AND THE MONUMENTATION AGREEMENT FOR THIS MAP. 13. / / / INDICATES RESTRICTED VEHICLE ACCESS. 14. C.C. & R'S RECORDED tl -. -j,5AS INST. NO,; Q� .R. ---i I---- 8 f �I o q 79 _31 _ 0187�� O.S. L81 I FULLERTON CTI z L81 ( I co 1 00 8' { 78 I DETAIL "D" SCALE 1 "=30, I T 36 c C-4 S>O�� U J y o o l� 192 l O O.S. Ln L130 v N80 00 O 1 (R) U ; L130 Z o N BAYLI R CT �, ^^CD00 aI 37 7 DETAIL "I" SCALE 1 "=30' 8' 71 N v / (D188 IO.S. L84 LS " GONAZAGA Cl . 3 2 I q / cc N \S 0 8' z / 70 co L, D ETA I L "E" SCALE 1 "=30, 1 I 43 � 7' 0 lg Og ry CD 0 ` O O193 L106 1 O.S. o CREIGHTON CIR' N85'38'53"W(R) U I ---- '27- L=4.73' CS7 0, o Q r N80'00'25 N I� r I r� I N55°54'28"W(R)� 2 22.26' ,SO i N 1 0 7, ----44 DETAIL "J" SCALE 1 "=20' CURVE TABLE CURVE # RADIUS DELTA LENGTH C103 25.00' 88'17'44" 38.53' C104 25.00' 19*45'15" 8,62' C105 25.00' 16'05'44" 7.02' C106 1866.00' 40'11'14" 1308.82' C107 1866.00' 0'08'21" 4.53' C108 25.00' 52'26'45" 22.88' C109 1874.00' 3'06'03" 101.42' C117 48.00' 24'31'37" 20.55' C118 48.00' 207'35'48" 173.92' C119 1866.00' 0*36'51" 20.00' C133 1866.00' 7'35'01" 246.98' C136 48.00' 24'05'58" 20.19' C137 1866.00' 0°36'51" 20.00' C139 1866.00' 7'37'25" 248.29' C144 48.00' 212'37'22" 178.13' C148 48.00' 24'02'58" 20.15' C156 48.00' 24°05'58" 20.19' C157 1866.00' 0°36'51" 20.00' C159 1866.00' 0'36'51" 20.00' C161 1866.00' 7'48'28" 254.29' C162 48.00' 212'37'22" 178.13' C166 1866.00' 0*36'51" 20.00' C167 48.00' 24'02'58" 20.15' C168 1866.00' 7°37'25" 248.29' LINE TABLE LINE # DIRECTION LENGTH L50 N71°37'18"W 24.71' L51 N71'37'18"W 13.65' L70 N 18' 15'33"E 28.51' L76 N79'01'07"E 15.68' L78 N79'01'07"E 11.71' L79 I N87°07'27"E 10.53' EASEMENT & QUITCLAIM NOTES THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED AGREEMENT EXECUTED BY AND BETWEEN EASTERN AMUNICIPAL WATER DISTRICT AND PARKWEST ASSOCIATES, A CALIFORNIA CORPORATION RECORDED APRIL 26, 1989 AS INSTRUMENT NO. 133538, OFFICIAL RECORDS. PUBLIC SERVICE EASEMENT GRANTED TO EASTERN MUNICIPAL WATER DISTRICT, RECORDED AUGUST 29, 2024, AS DOCUMENT NO. 2024-0259762, OFFICIAL RECORDS. SAID EASEMENT WAS QUITCLAIMED IN A DOCUMENT RECORDED 2 FEBRUARY 13, 2025 AS DOCUMENT NO. 2025-0043125, O.R. CONDITIONED TO BECOME EFFECTIVE WHEN THE CITY OF PERRIS ACCEPTS THE OFFER OF DEDICATION FOR PUBLIC ROADS AND PUBLIC UTILITY PURPOSES AND WHEN SAID ROADS BECOME A PART OF THE CITY MAINTAINED ROADWAY SYSTEM. AN EASEMENT FOR AVIGATION AND INCIDENTAL PURPOSES, RECORDED JANUARY 24, 2024 AS DOCUMENT NO. 3 2024-0021574, OFFICIAL RECORDS, IN FAVOR OF MIPAA, A CALIFORNIA AIRPORT AUTHORITY. (BLANKET EASEMENT) O LANDSCAPE AND MAINTENANCE EASEMENT DEDICATED HEREON. �2 STORM DRAIN EASEMENT DEDICATED HEREON. SHEET 6 OF 6 SHEETS CURVE TABLE CURVE # RADIUS DELTA LENGTH C169 48.00' 212'37'22" 1 178.13' C171 48.00' 24'02'58" 20.15' C178 48.00' 24'02'58" 20.15' C180 48.00' 207'35'48" 173.92' C188 48.00' 212'37'22" 178.13' C197 48.00' 24°02'58" 20.15' C200 833.00' 13'54'58" 202.32' C208 48.00' 24°05'58" 20.19' C211 48.00' 212'37'22" 178.13' C212 48.00' 24'02'58" 20.15' C222 833.00' 7'34'50" 110.21' C223 48.00' 212'37'22" 178.13' C229 833.00' 4'57'36" 72.11' C233 1874.CO' 7'37'36" 249.45' C238 1874.00' 7'48'36" 255.45' C239 1874.00' 7'35'09" 248.11' C240 1874.00' 7'37'36" 249.45' C245 1866.00' 3*00'18" 97.86' C256 1866.00' 3'20'02" 108.58' C265 833.00' 1 °22'32" 20.00' C266 840.00' 7'51'03" 115.10' C268 840.00' 4°57'56" 72.80' C271 48.00' 212'37'22" 178.13' C273 1874.00 3'25'43" 112.14' LINE TABLE LINE # DIRECTION LENGTH L80 N87°07'27"E 11.84' L81 N84'32'45"W 11.08' L83 N76'12'57"W 11.84' L84 N76'12'57"W 10.53' L85 N67'53'10"W 11.08' L87 N79'18'06"W 11.61' LINE TABLE LINE # DIRECTION LENGTH L89 N10'41'54"E 20.00' L90 N79'18'06"W 8.05' L104 N07'40'22"W 181.69' L105 N07°40'22"W 20.00' L106 N82'19'38"E 11.05' L130 N87'58'30"E 11.11' A