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mb500_064-067IPA LS-GG8?033 O�i.94ha/ OWNER'S STATEMENT WE HEREBY STATE THAT WE ARE THE OWNERS OF THE LAND INCLUDED WITHIN THE SUBDIVISION SHOWN HEREON; THAT WE ARE 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. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LOTS "A" THROUGH LOT "G", INCLUSIVE. THE DEDICATION IS FOR STREET AND PUBLIC UTILITY PURPOSES. AS A CONDITION OF DEDICATION OF LOT "A", (PARK WEST DRIVE) AND LOT "G, (DUNLAP DRIVE), THE OWNERS OF LOTS 1, 13, 28, 51, 52, AND 68, ABUTTING THESE HIGHWAYS AND DURING SUCH TIME WILL HAVE NO RIGHTS OF ACCESS EXCEPT THE GENERAL EASEMENT OF TRAVEL, ALSO EXCEPTING ONE 24.16 FOOT OPENING WITHIN LOT 28 FOR PRIVATE USE, AS SHOWN HEREON. ANY CHANGE OF ALIGNMENT OR WIDTH THAT RESULTS IN THE VACATION THEREOF SHALL TERMINATE THIS CONDITION OF ACCESS RIGHTS AS TO THE PART VACATED. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LANDSCAPE EASEMENTS LYING WITHIN . LOTS 1, 13, 51, 52 AND 68, AS SHOWN HEREON. THE DEDICATION IS FOR LANDSCAPE AND MAINTENANCE PURPOSES. WE HEREBY RETAIN THAT THOSE PORTIONS OF LOT 27 AND LOT 28 INDICATED AS "PRIVATE ROAD & UTILITY EASEMENT" AS SHOWN HEREON FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES, AND THE FUTURE OWNER(S) OF LOT 27 AND LOT 28 WITHIN THIS TRACT MAP, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR EMERGENCY VEHICLES WITHIN LOT 27 AND LOT 28. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: STORM DRAIN EASEMENT LYING OVER ALL OF OPEN SPACE LOT 81 AS SHOWN HEREON. THE DEDICATION IS FOR CONSTRUCTION AND MAINTENANCE OF FLOOD CONTROL FACILITIES. WE HEREBY RETAIN, IN FEE, LOT 81, 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 LOT 81, AS SHOWN HEREON. THE DEDICATION IS FOR LANDSCAPE AND MAINTENANCE PURPOSES. PULTE HO COMPANY, LC. A MICHIGAN LIMITED LIABILITY COMPANY /2 /I 7- 4 BY: DARREN WARREN DATE DIVISION VICE PRESIDENT OF LAND ACQUISITION & DEVELOPMENT 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 _ 01rOL i4f) SS ON clt�6G1 — Z--'ftt.I_ BEFORE ME, -5 2- for C-o l letN A NOTARY PUBLIC, PERSONALLY APPEARED Do �rrev� Wr1�L______________ WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSONA WHOSE NAME( IS/f4RE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/�/F�EXECUTED THE SAME IN HIS/HER/;W-E4+ AUTHORIZED CAPACITY(4EEj, AND THAT BY HIS/H.ER/+HEtR� SIGNATURE( ON THE INSTRUMENT THE PERSON(` OR THE ENTITY UPON BEHALF OF WHICH THE PERSONA ACTED, EXECUTE 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 PLACE OF BUSINESS IS IN __ 0V-&*% 2 ____ __ COUNTY. �_D'_,',_,`_' MY COMMISSION E IRES: _ - 13 -10�0 NOTTY PUBLIC IN AND FOR SAID STATE MY COMMISSION NUMBER: PRINTED NAME TL•r_S•1(rsBLcl� 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 IN AND FOR SAID STATE MY PRINCIPAL PLACE OF BUSINESS IS IN ___________________ COUNTY. MY COMMISSION EXPIRES: ---------- MY COMMISSION NUMBER: ------- __ PRINTED NAME --------------- ___ IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO. 31157�2 BEING A SUBDIVISION OF PARCEL 2, LOT "B" AND LOT "M" 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 AUGUST, 2022 CITY ENGINEER'S STATEMENT 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: �� D(o - 202�j" ,�."'G-�j�' ---------------------- ------------------ BY GABRIEL D. YBARRA LS 4343 EXP. 06-30-26 FOR JAHANDAR POURKAZEMI R.C.E. 78008 EXP. 09-30-2025 CITY ENGINEER �PNp SURVE\ � v Exp. 06/30/26 LS 4343 s�OF CAL\F 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. SHEET 1 OF 4 SHEETS rrcwvmur-K l) IH tMtlVl // FILED THIS DAY OF __ NO __, 20Z-e5 AT i1-117,Rr7� . IN BOOK OF MAPS AT PAGES S21 - AT THE REQUEST OF THE CITY CLERK OF THE CITY OF PERRI N0: _ - _ 3 FEE PETER ALDANA, ASSESSOR - COUNTY CLERK - RECORDER BY: --- I1 --- DEPUTY SUBDIVISION GUARANTEE: FIRST AMERICAN TITLE INSURANCE COMPANY SURVEYOR'S STATEMENT 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 WILL BE IN ACCORDANCE WITH THE TERMS OF THE MONUMENT AGREEMENT FOR THE MAP, AND THAT SAID MONUMENTS 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:00 MICHAEL E. JOHNSON LS 7673 ti U G� Aso < REGISTRATION EXPIRES 12/30/2026 A OF CAOV5�� __ ___ _ _ */cA TAX COLLECTORS CERTIFICATE NAN SALAZAR D TE CITY CLERK OF THE CITY I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF THIS OFFICE, AS OF THIS DATE, THERE ARE NO OF PERRIS, CALIFORNIA LIENS AGAINST THE PROPERTY SHOWN ON THE WITHIN MAP FOR UNPAID STATE, COUNTY, MUNICIPAL, OR LOCAL TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, EXCEPT TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES NOW A LIEN BUT NOT YET PAYABLE, WHICH ARE ESTIMATED TO BE � 21 baa Lug --- CITY ACCEPTANCE STATEMENT DATE: FEB _ 20-75 THIS CERTIFICATION EXCW ANY SUPPLEMENTAL TAX ASSESSMENTS NOT MATTHEW JEN GS YET EXTENDED 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 "G' 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 PARK WEST DRIVE (LOT "A") AND DUNLAP DRIVE (LOT "G) FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES AND AS PART OF THE MAINTAINED ROAD SYSTEM. THE OFFER OF DEDICATION AS SHOWN HEREON OF THE STORM DRAIN EASEMENT IS HEREBY ACCEPTED AS PART OF THE CITY MAINTAINED ROAD SYSTEM, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH CITY STANDARDS. THE OFFER OF DEDICATION AS SHOWN HEREON OF THE LANDSCAPE AND MAINTENANCE EASEMENTS ARE HEREBY ACCEPTED AS PART OF LANDSCAPE MAINTENANCE DISTRICT MAINTAINED SYSTEM, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH CITY STANDARDS. MAYOR: MICHAEL M. VARGAS MAYOR OF THE CITY OF PERRIS ATTEST: _ ___/ _ CITY RK , DATE C 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: 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. COUNTY TAX b0'LEC4TO BY: ----___________. DEPUTY TAX BOND CERTIFICATE HEREBY CERTIFY THAT A BOND IN THE SUM OF $_2L1+ADO-`HAS BEEN EXECUTED AND FILED WITH THE BOARD OF SUPERVISORS OF THE COUNTY OF RIVERSIDE, CALIFORNIA, CONDITIONED UPON THE PAYMENT OF ALL TAXES, STATE, COUNTY, MUNICIPAL, OR LOCAL, AND ALL SPECIAL ASSESSMENTS COLLECTED AS TAXES, WHICH AT THE TIME OF FILING OF THIS MAP WITH THE COUNTY RECORDER ARE A LIEN AGAINST SAID PROPERTY BUT NOT YET PAYABLE AND SAID BOND HAS BEEN DULY APPROVED BY SAID BOARD OF SUPERVISORS. DATE:20-1, CASH OR SURETY BON HEW JENNINGS COUNTY TA �OLLEC OR BY: ___ , DEPUTY NOTICE OF DRAINAGE FEES THIS CERTIFICATION EXCLUDES ANY SUPPLEMENTAL TAX ASSESSMENTS NOT YET EXTENDED 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. co N 0 N 0 N S SEC. 28, T. 4S., R. 3 W., S.B.M. IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 2 OF 4 SHEETS 50' 50' TRACT MAP NO. 31157�2 1 BEING A SUBDIVISION OF PARCEL 2, LOT "B" AND LOT "M" OF PARCEL MAP 38375, AS SHOWN BY MAP ON FILE IN BOOK 257 OF PARCEL MAPS AT PAGES I I 25 I 23 22 I 21 I 20 _ • 40 THROUGH 45, INCLUSIVE THEREOF, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING IN SECTION 28, TOWNSHIP 4 SOUTH, RANGE 3 WEST, S.B.M. I I 2s I I 24 ` N a ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS AUGUST, 2022 29 28 I 27 I I I _ - - _ ' n 30 I I I �- - __-� 44 � 1 " = 80' // TR NO 29425 II 1 3I II *N84'43'12"E 1317.15'* I - - - - f 2 / MB 397/22-25 I _ - - 28 0 40 0 80 160 240 *N52°59'18"E r-/ 32 *342.80'* / z J / 2 27 • v 89.39'* 24 25 26 J % * LOT "G„ 25' 22 23 J/ � *N84'43'12"E 597.09 � N 18 19 20 21 / // '�.} 50' R/W PER MB 7/38 50' 17 / I i SECTION LINE I I *N32'38'04"E 16 LOT "F" W WEBB E 133.24'* -O SURVEYOR'S NOTES a CHAVEZ CAR____ _ - - 1. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EASTERLY LINE OF PARCEL 2 OF \ 15 0 - PARCEL MAP 38375, AS SHOWN BY MAP ON FILE IN BOOK 257 OF PARCEL MAPS AT PAGES 40 THROUGH �� _ 4 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" S PARCEL I NAD 83(NSRS2011) AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS 14 0 60. AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. ALL PARCEL MAP 38375 • 75 30' 30' DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES, MAY BE PUB 257/40-45 �o I 74 / OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A COMBINATION FACTOR OF 0.9999178096. 8 60' 29 ^ CALCULATIONS ARE MADE AT POINT #1 WITH COORDINATES OF: N: 2217757.726, E: 6268362.480, USING AN *N53'14'25"W 87.72'* 30 w ELEVATION OF 1415.09 FEET AS SHOWN ON PARCEL MAP 38375, P.M.B. 257/40-45. • • 37'57"E SEE SHEET 3 r' 2. ---0-- INDICATES FOUND MONUMENT AS NOTED. *N83°, � 20.5V* 9 1 3. -a- INDICATES SET 1" I.P. TAGGED LS 7673, FLUSH. *N49°29'42"W(R) 60.00'* • N 73 76 I I31 4. -O- INDICATES FOUND 1" IP TAGGED LS 7673 PER PARCEL MAP 38375 PMB 257/40-45. 6QR=270.0012\ O I 5. INDICATES SET STEEL PIN WITH TAG LS 7673 ON TOP OF CURB AT SIDE LINES PROJECTED. 4 , ' r • *'vSg. El i SRS L=45.91'* hp All U- 77 N 72 6. INDICATES ZONE 6 CONTROL STATION. 7 ] d Ao *v�',�%oh 11 C i 32 7. TOTAL GROSS AREA OF THE TRACT IS 20.13 AC. \ G LOT "E" Q 8. 71 * * INDICATES RECORD & MEASURED DATA PER PARCEL MAP 38375 P.M.B. 257/40-45. *N49'02'42"E 37.12'* 6 ` 78 Y J • *N4'04'36"E 19.73'* 12 - - - - - - - - - 9. SET 1 " I.P. TAGGED LS 7673 FLUSH, AT ALL REAR LOT CORNERS AND ANGLE POINTS IN • 60 33 SUBDIVISION BOUNDARY. � . 3 • \ 30' 30' 10. SET NAIL AND TAG LS 7673 ON TOP OF REAR BLOCK WALL IN LIEU OF \ 1" LP. AT REAR LOT CORNERS, WHERE REAR CONCRETE BLOCK WALLS EXIST. *A=4°19'22" L=41.50'* • � �� 13 5 70 79 11. SET NAIL AND TAG "LS 7673" ON TOP OF CURB AT AN OFFSET DISTANCE OF 9.75' MEASURED RADIAL OR *N53°22'05"E(R) 33.00"' 34 PERPENDICULAR FROM THE ROW TO THE CURB AT ALL ROW BC'S, EC'S, PCC'S, PRC'S AND CORNER CUTBACKS. 3 LOTQ,D" z o 12. SET NAIL AND TAG "LS 7673"ON TOP OF CURB AT THE PROJECTION OF THE SIDE LOT LINES TO THEIR 2 I r- 4 69 INTERSECTION WITH A LINE LOCATED AT AN OFFSET DISTANCE OF 9.75' FROM THE FRONT PROPERTY LINES, UNLESS 80 1 rn m OTHERWISE NOTED. i \ Q1 I 35 o © 13. ALL MONUMENTS SHOWN AS "SET" ARE SET IN ACCORDANCE WITH COUNTY ,,, i t2 ORDINANCE 461.21 AND THE MONUMENTATION AGREEMENT FOR THIS MAP. o1 V) \ T _ ARLINGTON CT. \ U _ z V� \\ \ \ R O.S. CD LOT 81 NDLOT»C» `D a m 14. �m7 INDICATES RESTRICTED VEHICLE ACCESS. PARCEL 3 * \ 36 15. C.C. & R'S RECORDED63-ZQ-;!5AS INST. NO. �0 _ _ O.R. PARCEL MAP 38375 60' 1 PUB 257/40-45 EASEMENT NOTES 61 30' 30, 37 Q LANDSCAPING MAINTENANCE EASEMENT DEDICATED HEREON. N `6- 67 66 65 64 63 62 PRIVATE ROAD & UTILITY EASEMENT RETAINED HEREON, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR EMERGENCY VEHICLES WITHIN THE "PRIVATE ROAD EASEMENT" 68 60 38 T STORM DRAIN EASEMENT DEDICATED HEREON. 66' AN EASEMENT FOR AVIGATION AND INCIDENTAL PURPOSES, RECORDED JANUARY 24, 2024 AS 33' 33, INSTRUMENT NO. 2024-0021574 OF OFFICIAL RECORDS, IN FAVOR OF MIPAA, A CALIFORNIA AIRPORT AUTHORITY. (BLANKET EASEMENT) 1 1 53 54 55 56 57 58 59 1 39 1 MONUMENT NOTES I 52 SEE SHEET 4 I I ❑1 FD. TAG LS 3821 ON TOP OF WALL, FLUSH PER MB 397/22-26. I • I NATIONAL ST. 40 �2 FD. NAIL & TAG, LS 3821, IN CONC FOOTING, DN. 0.50' PER MB 397/22-26. I ( LOT •' "A"• 5.- - LOT "B" FD. 1" IP W/NAIL, NO TAG, DN. 1.0', FOR N.W. CORNER PARCEL 1 PER PM 23/16; MONUMENT IS (-� 0 S89'37'43"E 4.15' FROM W'LY LINE OF RS 147/97. 11 I ® FD. 1 " IP W/ NAIL & TAG, LS 4343 PER RS 147/97. I 41 47 46 45 44 43 42 I rn *N79'18'06"W 33.00'* 48 51 50 49 I l• II *N88'25'47"W 424.74'* • ''} * 39 1g5 g2 II . *N77'05 P • ARCEL 5 PARCEL MAP 38375 *389.62'* *N88°43'21 "W 56.47'* PUB 257/40- 45 *N79°18'06"W 86.68'* Zo25-Cn83Gt33 5 is IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 1" = 60' SHEET 3 OF 4 SHEETS SEE SHEET 2 FOR MONUMENT NOTES, 30 0 60 120 180 SURVEYOR'S NOTES AND EASEMENT NOTES TRACT MAP NO. 31157�2 BEING A SUBDIVISION OF PARCEL 2, LOT "B" AND LOT "M" OF PARCEL MAP 38375, AS SHOWN BY MAP II 1 I ' I I- II ` • 5(' S0 ON FILE IN BOOK 257 OF PARCEL MAPS AT PAGES 40 THROUGH 45, INCLUSIVE THEREOF, RECORDS OF N 115 24.16RIVERSIDE COUNTY, CALIFORNIA, LYING IN SECTION 28, TOWNSHIP 4 SOUTH, RANGE 3 WEST, S.B.M. ACES33 ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS AUGUST, 2022 22 21 24 23 OPENI NG_ 4.29' 25 � 4 26 , I 1 Il II 27 I I *974.35'* _ J---- -- o 255.06' o - - l �J o - - _ W y W 30 29 I 29 120.35' -1N&V43'12"E 500.24 0 - 2 2 a n 00 1317:15' �5 i ___ TR. N0. 29425 3P I *N84'43'12"E * 59.99' 61.01' ^^ j \` - - - - - N84'43'12"E 497.49' - n o CN a MB 397122-26 - 60.00, - � g z / �,2 60.00' N �G1 2 2 7 a o 0 / *342.80'* 60.00, 60.00' �vL f I 60.00' � r 69.02' � 'a� 2 6 ,o / � / � � 0 44.29' Z�pl �36.61 85.78' c /'� �� 2741o0r 2 2 Z r '_" /� !`� % 597.09'*LOT co z„„ z o0 o a o 2 2 io r 2 3 f to I/ /M� �' 278.66' *N84'43' 12"E �1 00 a a o 21 z p,41'46'O1" I / 2 I � o %n �a r N84'43'12"E zn on, PARCEL 7 cjl " I a ,4-1 oLn 066 \ 1 1 8 t° n z 8.04' 5 ?, 1 7 0\ z z 2`� 9 �? 9.82' ❑ PARCEL MAP 38375 'a) "? PUS 257 40-45 s \ Z N86'37'46"E C14 1 6 Z 1 60.00' C41 10.16' I a� 2 16 \ 2 \ A=4'44'07" 60.00' � 60.02' N „ „ L=27.27' 60.00 � LOT F 2 �'�o\� h✓Z��\ 2" 0 ( ' 60.00' 333.54' "\ 33.54N84'43'12"E 491.12' 4525' 45.36' ^130.93' - S$ 5� i A-, o N84'43'12"E(R)0 D�'690_ C2715 HAEZ C► N78.•0 6.23' 70 292.00' ooS.pp'Q44.7' -_ A445.25 ¢ -10.16' v o 68.19, • '*L�SD 1��S 8j, 2�20�\ \�a�J p' ��\Rr�o �ti ��� O�/0����'5�-0/0/0L0S0 OO' D0�0rk01� 5��I�12 ����5�6g\ �a2,0 /I\ \' �- 53o04' \of �r wr' L25' I 33.21 of 202.00' A2'SgyR9• al � 101.73- 30.00�0\2� 100.27' N50'07'17"W 30.00W( � � Z`flo L24 21.27' 14 22.94' N39'52'43"E 1'O1'18E75B0.00' 21.15' .I d N4 bo o 21.57'30.00' 3 -0 N500717W 30 29 o 0 \16 21.27' o r N85°02'14E orn, 2*� • • ./ �.`1� I =o\ a 11.42' 15,59'8 I w *N83'37'57"E Ag. / ��°�� I �`\ N85'02'14"E oco 20.51 '* �9' i - ri1�� \ 9 \ �' 30' 30' rn � i 60 1''' D �� �c�\ Z\ 76 0 72.20' 65.77' - SEE DETAIL "A" 00 �Tp \ \ �� �� o p S z z HEREON \� J 1 �>�� �� ��. 60' 73 0 N85°02'14"E \\oN18o 137.97' Zo r,*R=270.00' 9 N85'02'14 58.2N CD A=9°44'35" L=591'* 1-02'34E 15.931 10 16' CD p 2 \ N85'02'14"E N59'14'17"W(R) PRG Qp. ��'J `� tiQa n ¢ + ------- ❑ so � r 12 w a' 77 n co Y 131.44' cli A=4'43'38" A� 7 too N O :zr°� 0 72 0o a N I NB5°02'14"E a L=27.23' �� E al� w z N `� N N85'02' 14"E 60'Ln �Q ��� o° o ti 1 1 �� �' I "' oG �' ��� h� SR�3 , `�' a r N84'50'20"E I 116.29' z� 115.73' 30' 30' 0 3 2 `- P. �O `0 N85'02'14"E - `�j�r, ��� A=10'43'41"JiQ ter, ��8'�Y `1 132.24' „ „ 0 0 124.91' LOT E -7 \61.79' oho>o �/ _1 15.22' o , b to / 8 0 \ o 0 85'02'14"E CURVE TABLE CURVE # RADIUS DELTA LENGTH C61 583.00 20'32'47" 209.06 C63 583.00 1'57'58" 20.01 C64 48.00 212'37'22" 178.13 C66 48.00 88'51'17" 74.44 C67 48.00 9*04'16" 7.60 C68 330.00 2'49'39" 16.29 X�5 r`'PAPARCEL PMB 257140-45 10 \ 2 V / / 6 - z N *N4'04'36"E \� �o "6, -� \ - * �\ �p� s>3 1 2 0L �� n` �, `fl N85'02'14"E 232.00' 19.73' \ • 9.14' \ "\�� 1 06 U' 115.3T N o • '�y\� pJ �� N84 50'20"E % � 3 co 3 *N53°22'05"E(R) �� t� 116.63' o I I �, A=1'00'16" `LSO 132.11' � � I � L=5.78 » " \ <�� ��s•o '�`��� /0 6 )l^42' �56 A=5'26'20" 118. � =''" '31'5"9 p `O� L=31.33' oR=270.00' N85'02'14 "E �, 5L=20.19' 70 P. - - - - - \ 0 0 1 L=30.79' aO S N86'02'23"E(R) \ o� os�s s•. ��5� \� P� N89'19'20"E(R) N89'31'26"W(R} CN A=2'30'52" 3 \N v �i ------ 3.06' N84'S0'20"E 118.65 N88'25'47"W 5.04 a\ A=5'31'44" 34 L=4.39' d \ 1 I� 3 121.62' N89'31'26"W(R) 113.43' L=31.84' c\ o 1 \ P A=2'14'53" A=1'05'40" `� LOT D Sri U L=10.59' fl m r I `" N8$'44'52"W O• c3dy �I a o Z I +'_ I L=6.30' ur-) r- * I I \\ rn 4 N46°34'13"E �; 69 � L�j 80 (N cv 116.51' �\ 1 ooy o 12 2 1 z \ 21.21' 30.00' 30 00 N43'45'28"W U ss \ v �� I \ \. p-13'S1'32' ----- --� ' 21.19' �� N46'34'13"E 130.00' o 0 o v << z 1 A=3'06'41" ( 7 --_-- o moo_ �� �� e'' a'� \ I L=17.81' \ , L�79.34' 9.39' L23 98.43 21.21' I o 35 C) 103.50' z o a C67 ICD o o rn 201.93' :i a O N89'05'18"w C29 ARLINGTON CT. �, o + O \ 6 s N d `�yi o a r N88'44'52"W 50.00;�❑ C2 C_.__4-- 292.00' 45.00' 1 Q, 116.84' �,• \ 9.82' Q \ 45.00' _ \ 9.936 4j5- n'w N88'25'47"W 346,39' LOT "C" o 36 cp- d CURVE TABLE CURVE # RADIUS DELTA LENGTH C2 100.00 16'18'41 " 28.47 C3 48.00 64'32'40" 54.07 C4 300.00 16*58'12" 88.86 C5 270.00 6'31'59" 30.79 C6 300.00 6'31'59" 34.21 C8 300.00 6'31'59" 34.21 C9 330.00 6'31'59" 37.63 C10 100.00 14'01'32" 24.48 C11 100.00 16'18'41" 28.47 C12 328.00 16*58'12" 97.15 C13 48.00 212'37'22" 178.13 C15 74.00 58*14'37" 75.22 C16 50.00 58'14'37" 50.83 C27 48.00 31'44'40" 26.59 C29 100.00 13'47'49" 24.08 C32 583.00 12*22'17" 125.88 C34 48.00 24'05'58" 20.19 C37 48.00 84'01'55" 70.40 C57 583.00 8'08'37" 82.86 C58 583.00 12°24'10" 126.20 LINE TABLE LINE # DIRECTION LENGTH L14 N01'34'1YE 86.06' L15 N26'28'35"E 74.16' L16 N26'28'35"E 69.19' L23 N89'42'06"W 90.09' L24 N84'43'12"E 90.00' L25 N83'30'21 "E 90.63' L26 N68°24'31 "E 50.00' L30 N74'36'01 "E 18,29' L33 N74'32'24"E 10.21' L34 N74'33'58"E 8.82' DETAIL A SCALE 1"= 5' I <7 \IU U \� s 00 \��i NS`t 59;0g„E`Ri rn � I\' 1 a\\� LOT 81 O.S. 1 3 ------ V34 v �E, ARLINGTON CT. L \ 1 3 30A0' 1 z o_ L33----N58°53'11 "E{R) LOT 81 O0 --- N _ - �T PARCEL 3 �\ O.S. 6168 SEE DETAIL „B" 66 65 64 63 HEREON v 1 62 67 w WEBB �- I IIJ 6' PARCEL MAP 38375 I 68 DETAIL "B" PMB 257/40-45 SEE SHEET 4 S SCALE 1 "= 30' SEE SHEET 2 FOR MONUMENT NOTES, SURVEYOR'S NOTES AND EASEMENT NOTES I rn � � \1' LOT 81 1 3 O.S. b ARLINGTON CT. o. U L33 ----N58'53'11 "q( co, P, N t:OA 68 o c� Im N 1 DETAIL "B" SCALE 1"= 30' MA N S IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO. 31157�2 E BEING A SUBDIVISION OF PARCEL 2, LOT "B" AND LOT "M" 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 AUGUST, 2022 SEE SHEET 3 3 ¢ 2 4 I 69 30.00, ( 30.00' L23 0 0 CD10 0 rn 1 (DI of C_4 _ _ 54.39' �% ARLINGTQN CT. 292.00' 45.00' 45.07'- - \\ \ E 1 gEL w \-'- N88'25'47"W 346.39' LOT "C" SEE DETAIL "B" \ N74 C18 N87'16'41"W 99.53' HEREON 9.90' A=10'16'18" 122.56' 60.01' 201.89' ❑ C�7 \ 16.96' 44.05' 61.00' -�`` L=48.76' A=6'41'55" \\ PARCEL 3 \ �' c�0�0F L=31.80' \i i w o 0 cc LOT 81 \ _� 5$1� A=9'56'25" r w w w 1 3 9.95' L=17.35' II o o n d- o C65 In. 66 65;^ 64 �� 63 w ®.S � 1 C37.I A=6'22'17" ' z i z Z "' - 62 N' o ; z Z L=11.12' rn 6 7 z J 00 4. N s , ° �J'��1' N88'25'47"W 171.77' ,1.5068 PARCEL MAP 50.77' 60.061.00- '! 26.11' 60.0' PMB 257140-45 o Ln 60.00' 25 r a J R� 54.48 a NB81,-480.74' 6406 E 11a'S4 5 o Qo 0 N82'45'47"E �. -N1237 0 '-� W W � 15'07"E�R) I N o `NS$° _-- __---- 54 �I p 55 56 31i co ij oo� NI :- N z� 66' N I 5 2 5 3 z z 33' 33' a N 10.98' �, 14.03' N83'28'14"W(R) I a O���FI z�,r z 857,47" �i A=8'00'25" __ -------I ------ 5%" 1 I (`L'- 23.55' A= L=46.12 60.00' 5,51.62' ------ I �' N36'53'28"W ��� p=g 26 5T C21 ❑� `� C25 8.68' 24.40' 20.65' C69 '� 5=39.82 56 53' 1"E 9.85' CD rn „ " LOT • C23 - 1 5.67' L18 A-21'11'20" 54.5 ,' C20 o • 49.45' .� 43.31' - ` R=300.00' L=110.94' _ '�� 9 10.19, C19 0�9.82' r �' L17 L- 34.53' 27.23' 5479'• "' 60.00' 9.26' L20 C24 9.90, ❑ °14 1525' p-Lg'� A=6*58'17" -__-- 30.55' ,=10'2T48° A 49.11 14.61' L=32.85' Gnu Q L=60.26' o A=3'24'51" L=19.66 ', 19.92' w i QCD -Ln Irn- 46N� z" •a6' 47 4851 ,wJ I� n o "SIN 50 N m `IC) Z (N 1.f] r.j I O Z n I O� •-- II Z 1 z I z Z I N51'05'31 "E 60.00, � j / 6.00' 19.62' 3.57' 61.9T g2* „E 185• 1- i LOT "D" 80 0 30_00' o - � o 1 � o� o I `n w (DCD CD to 96.84' M7 �n o 30.00' N43'25'47"W � t) 21.21 FJ I 0 o v) CD 111.84' z cc N88'25'47"W < of aL Q " Y 60 a 30' I 30' � 111.84' 66.50' 1 70.00' 60' N88'25'47"W 136.50' -•--� w o w o w 57 b 9.90' z� 0 58 Mo 59 J z 145.00' 46'34'13"E3L21 62.00' 66.50' 247.53' o NATIONAL ST. L I - ----LOT „B"-t 1,-i N88'25'47"W 302.53' 201.93' C22 �\��� 60.00' 54.70' 'i N,$11 �4 3"W •-R=70•9 0-'� "" A=37 L=5.30' i' A-7'12'04' " 4525 i L=12.57' o w N CDN p w I N� ^-'� I 45 �cr; 44N1 43 �Q�W No;m �ol 42 z A=9'59'0$" z I z L=12.20' 60.00' ( 60.00' I 65 00' *N88'25'47"W 424.74'* *N79'18'06"W 33.00'* 83 11' g1.91 *N77.0539 PARCEL MAP .38375 N7918'06" . PM8 257140-45 W 86.68,* ' - PARCEL 5 *N88'43'21"W 56.47'* 127.26' 34 N88'44'52"W 116.51 ' 35 0 CD to �88'44'52"W 116.84' 36CD 0 O 38'44'52"W 117.18' 37 0 0 8' 44'S2 "W 117.51' 38 0 0 co � 0 N88'44'52"W 117.84' w A=10*14'19 co R=loo.o39 0 aCD L=17.87' o N88'44'52"W 114,46' all 48' 0 UQ N lets-cnOJOJJ oarloodied SHEET 4 OF 4 SHEETS .. -- 30 0 .. 120 180 LINE TABLE LINE # DIRECTION LENGTH L14 N01'34'13"E 86.06' L17 N84'12'39"W 73.85' L18 N05'47'21 "E 30.00' L19 N84'I2'39"W 6.14' L20 N05'47'21 "E 30.00' L21 N78'05'47"W 70.02' L23 N89'42'06"W 90.09' L27 N08'39'59"W 41.04' L31 N74'36'01 "E 18.29' L33 N74'32'24"E 10.21' L34 N74'33'58"E PM 23116 CURVE TABLE CURVE # RADIUS DELTA LENGTH C4 300.00 16"58'12" 88.86 C17 100.00 16*18'41" 28.47 C18 272.00 16*58'12" 80.56 C19 270.00 16*58'12" 79.97 C20 300.00 16*58'12" 88.86 C21 330.00 16*58'12" 97.74 C22 100.00 10'l4'13" 17.87 C23 270.00 21'11'20" 99.85 C24 330.00 21'11'20" 122.04 C25 550.00 4'10'08" 40.02 C31 583.00 8'16'39" 84.23 C32 583.00 12'22'17" 125.88 C34 48.00 24'05'58" 20.19 C37 48.00 84'01'55" 70.40 C58 583.00 12'24'10" 126.20 C62 583.00 20'38'56" 210.11 C63 583.00 1'57'58" 20.01 C64 48.00 212'37'22" 178.13 C65 48.00 6'33'56" 5.50 C66 48.00 88*51'17" 74.44 C69 270.00 12'44'23" 60.03 st,