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mb485_056-062NUMBERED LOTS: 104 LETTERED LOTS: 13 AREA: 34.61 ACRES GROSS OWNER'S STATEMENT IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 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 CLEAR TITLE TO SAID LAND; THAT WE CONSENT TO THE MAKING AND FILING OF SAID SUBDIVISION AND MAP AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. WE HEREBY DEDICATE TO THE PUBLIC AS AN EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES: LOT A (ROCKINGHAM STREET), LOT B (MAVMULE PLACE), LOT C (LAURIE STREET), LOT D (MAPLE COURT), LOT E (MELNIK COURT), LOT F (TIGERTAIL ROAD), LOT G (TIGERTAIL ROAD), LOT H (DAISY COURT), LOT I (IRONWOOD AVENUE), LOT J (LASSELLE STREET), AND LOT K (KALMIA AVE) INCLUSIVE, AS SHOWN ON SAID MAP. WE HEREBY DEDICATE TO THE CITY OF MORENO VALLEY: THE EASEMENT FOR LANDSCAPE MAINTENANCE PURPOSES, AS SHOWN ON SAID MAP. THE EASEMENT FOR STORM DRAIN PURPOSES, AS SHOWN ON SAID MAP. THE EASEMENT FOR SIDEWALK AND PEDESTRIAN ACCESS, AS SHOWN ON SAID MAP. THE EASEMENT FOR INGRESS -EGRESS, DRAINAGE AND WATER QUALITY BASIN MAINTENANCE PURPOSES, AS SHOWN ON SAID MAP. WE HEREBY RESERVE FOR OURSELVES, OUR HEIRS, SUCCESSORS, AND ASSIGNS THE FOLLOWING: LOT AA FOR DRAINAGE PURPOSES, AS SHOWN ON SAID MAP LOT BB FOR DRAINAGE AND WATER QUALITY BASIN PURPOSES, AS SHOWN ON SAID MAP KB HOME COASTAL NC., A CALIFORNIA CORPORATION BY: I BY: PRINT NAME: Scam %Ac c%5cfh PRINT NAME: PRINT TITLE: \/[>. f6rwo ck 1N^oing) PRINT NAME: SOILS REPORT CERTIFICATE PURSUANT TO THE PROVISIONS OF SECTION 66490 OF THE SUBDIVISION MAP ACT, A PRELIMINARY SOILS REPORT WAS PREPARED BY EEI ENGINEERING SOLUTIONS, PROJECT NO. KBH-73112.4 DATED 9-23-2021, AND ALL ADDENDA ARE ON FILE IN THE OFFICE OF THE CITY ENGINEER, CITY OF MORENO VALLEY. BEING A DIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 2 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN ADAMS STREETER CIVIL ENGINEERING — RANDAL L. STREETER RCE 25083 SIGNATURE OMISSIONS PURSUANT SECTION 66436 (a)(3)(A) OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING PARTIES HAVE BEEN OMITTED SINCE THE RIGHT OF WAY, EASEMENT, OR OTHER INTERESTS CAN NOT RIPEN INTO FEE. 1. MORENO MUTUAL IRRIGATION COMPANY, AS HOLDER OF A PERPETUAL PIPE CONSTRUCTION EASEMENT, RECORDED JULY 22, 1926 IN BOOK 685 OF DEEDS, PAGE 125 IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. 2. EASTERN MUNICIPAL WATER DISTRICT, AS HOLDER OF AN EASEMENT FOR PIPELINES AND INCIDENTAL PURPOSES, RECORDED MAY 14, 1986 AS INSTRUMENT NO. 86-111401 OF OFFICIAL RECORDS IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. 3. PETER J. SIDLOW, AS HOLDER OF AN EASEMENT FOR EMBANKMENT SLOPES AND EXCAVATION SLOPES AND INCIDENTAL PURPOSES, RECORDED MAY 1, 1986 AS INSTRUMENT NO. 86-100768 OF OFFICIAL RECORDS IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. 4. EASTERN MUNICIPAL WATER DISTRICT, AS HOLDER ,OF AN EASEMENT FOR RIGHT OF WAY TO CONSTRUCT, ENLARGE, RECONSTRUCT, REMOVE AND REPLACE, OPERATE, INSPECT, MAINTAIN, REPAIR, IMPROVE AND RELOCATED A PIPELINE OR PIPELINES AND OTHER FACILITIES AND INCIDENTAL PURPOSES, RECORDED MAY 20, 1991 AS INSTRUMENT NO. 91-166841 OF OFFICIAL RECORDS IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. 5. RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION, AS HOLDER OF AN EASEMENT FOR UNRESTRICTED ACCESS AND INCIDENTAL PURPOSES, RECORDED NOVEMBER 21, 1991 AS INSTRUMENT NO. 91-406059 OF OFFICIAL RECORDS IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. 6. RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION, AS HOLDER OF AN EASEMENT FOR STORM DRAIN PURPOSES, RECORDED OCTOBER 21, 1993 AS INSTRUMENT NO. 93-414998 OF OFFICIAL RECORDS IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. TAX BOND CERTIFICATE I HEREBY CERTIFY THAT A BOND IN THE SUM OF $ 8'31 �_�_�_00 HAS BEEN EXECUTED AND FILED WITH THE BOARD OF SUPERVISORS OF THE COUNTY OF RIVERSIDE, STATE OF 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 THE 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. DATED-------------, 2022 DATED __-_ A�� l(P , 2022 THIS CERTIFICATION EXCLUDES ANY SUPPLEMENTAL TAX ASSESSMENTS NOT CLERK OF THE BOARD CASH TAX BOND OF SUPERVISORS MATTHEW JENNINGS, COUNTY TAX COLLECTOR/TREASURER YET EXTENDED BY: ------------------- By ------P i1ti/X�oi�- DEPUTY DEPUTY TAX COLLECTOR'S CERTIFICATE I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF THIS OFFICE, AS OF 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, EXCEPT TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES NOW A LIEN BUT NOT YET PAYABLE WHICH ARE ESTIMATED TO BE. $_____8--im.00 THIS CERTIFICATION EXCLUDES ANY SUPPLEMENTAL TAX ASSESSMENTS N371 DATED _ �b _ ,2022 YET EXTENDED MATTHEWJENNINGS ,COUNTY TAX COLLECTOR BY: _oiYJa ft:d1�1U DEPUTY CITY CLERK'S CERTIFICATE I HEREBY CERTIFY THAT THE CITY COUNCIL OF THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, DULY APPROVED THIS TRACT MAP AND DID ACCEPT ON BEHALF OF THE PUBLIC THE OFFERS OF DEDICATION MADE HEREON OF LOT A (ROCKINGHAM STREET), LOT B (MAVMULE PLACE), LOT C (LAURIE STREET), LOT D (MAPLE COURT), LOT E (MELNIK COURT), LOT F (TIGERTAIL ROAD), LOT G (TIGERTAIL ROAD), LOT H (DAISY COURT), LOT I (IRONWOOD AVENUE), LOT J (LASSELLE STREET), AND LOT K (KALMIA AVE) INCLUSIVE, SUBJECT TO THE COMPLETION OF PUBLIC STREET AND PUBLIC UTILITY IMPROVEMENTS BEING ACCEPTED INTO AND BECOMING A PART OF THE CITY MAINTAINED ROAD SYSTEM. AND DID ALSO ACCEPT ON BEHALF OF THE CITY OF MORENO VALLEY: THE EASEMENT FOR LANDSCAPE MAINTENANCE PURPOSES, AS DEDICATED. THE EASEMENT FOR STORM DRAIN PURPOSES, AS DEDICATED. THE EASEMENT FOR SIDEWALK AND PEDESTRIAN ACCESS PURPOSES, AS DEDICATED. THE EASEMENT FOR INGRESS, EGRESS, DRAINAGE AND WATER QUALITY BASIN MAINTENANCE PURPOSES, AS DEDICATED. I ALSO CERTIFY THAT APPROVAL OF SUBJECT MAP IS' PURSUANT TO THE PROVISION OF SECTION 66436(a)(3)(A), OF THE SUBDIVISION MAP ACT _ l DATED �/�IivE HftL S7E� D IT CLERK, CITY OF MORENO VALLEY c;),02�o%-cD4oa.388 � t�.r � na ► `k 1��00 SHEET 1 OF 7 SHEETS RECORDER'S CERTIFICATE: FILED THIS iceDAY OF �1� 2022, AT 3 S j M. IN BOOK 4 S OF MAPS, PAGES ,_S(n-Q AT THE REQUEST OF THE CITY CLERK N0.a°�C;� FEE: .6 a i PETER AL ANA, COUNTY RECORDER BY: DEPUTY SUBDIVISION GUARANTEE CMc-A Go Tin -6 CompAN Y ENGINEER'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 KB HOME COASTAL INC. ON OCTOBER 16, 2019. 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 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. t ---- 9/7/22 RAN AL L. STREETER R. .E. 25083 DATE ST�f'F��� Z F� No. 25083 s� civet q�F OF CA��F CITY ENGINEER'S STATEMENT I HEREBY STATE THAT I HAVE EXAMINED THIS MAP; THAT THE SUBDIVISION AS SHOWN IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP OF THE TRACT AS FILED AND APPROVED BY THE CITY OF MORENO VALLEY PLANNING COMMISSION, AND ANY APPROVED ALTERATIONS THEREOF; THAT ALL KNOWN PROVISIONS OF THE STATE LAW AND CITY REGULATIONS APPLIC,AZD. AT ZP. PPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH. MIC AELLLONO. 69563 DATEQR)FESS/pN LICENSE EXPIRES: 6/30/2024 ��� D 9� DIRECTOR OF PUBLIC WORKS/CITY ENGINEER Z`Q�\' </ F� mEi No.69563 a s� el v qTF OF C A` CITY SURVEYOR'S STATEMENT I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND HAVE FOUND THAT IT CONFORMS WITH MAPPING PROVISIONS OF THE SUBDIVISION MAP ACT AND I AM SATISFIED SAID MAP IS TECHNICALLY CORRECT. d4- - - -------- CRIS HELIO RO LES, PLS NO. 5503 DATE N , R�G LICENSE EXPIRES: 09/30/2024 p� Gj �� AUTHORIZED AGENT OF THE CITY ENGINEER L � QA CITY OF MORENO VALLEY U cn * No. 5503' OF C A�eF SEE SHEET 2 FOR NOTARY ACKNOWLEDGMENTS J.N. 19-2262 IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA NOTARY ACKNOWLEDGMENT: 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 CALIFORNIA ) COUNTY OF R`VerSide___) SS ON S_tpi_e bSsr_ BEFORE ME, O.-,�+� sa1----------- NOTARY 8, 2022 PUBLIC, PERSONALLY APPEARED _ SLott _stn_______________, WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON( WHOSE NAME(§) IS/*RE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/-S�/+i� EXECUTED THE SAME IN HIS/+ieR-/+HEIR AUTHORIZED CAPACITY( ), AND THAT BY HIS/#E&R/+HEIR SIGNATURE(-) ON THE INSTRUMENT, THE PERSON( -S) OR THE ENTITY UPON BEHALF OF WHICH PERSON(r9) ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER THE PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FORGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND SIGNATURE: ____ __ --------- NAME OF NOTARY (PRINTED): AUbf-tt,�EJ m1d COUNTY IN WHICH COMMISSIONED: �ly�JCli A �p_ DATE COMMISSION EXPIRES: �4sZOZ3 COMMISSION NO.: __Z LQ -1 L0J -------- NOTARY ACKNOWLEDGMENT: 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 CALIFORNIA ) COUNTY OF ____________ ) SS ON BEFORE ME, ------------------------------- 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 PERSON(S) ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER THE PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FORGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND SIGNATURE: NAME OF NOTARY (PRINTED): COUNTY IN WHICH COMMISSIONED: DATE COMMISSION EXPIRES: COMMISSION NO.: TRACT MAP NO. 33436 BEING A DIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 2 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN ADAMS STREETER CIVIL ENGINEERING — RANDAL L. STREETER RCE 251,083 x d�4 C( SHEET 2 OF 7 SHEETS J.N. 19-2262 na I IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 3 OF 7 SHEETS TRACT MAP NO, 33436 BEING A DIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 32, SURVEYOR'S AND MONUMENT NOTES TOWNSHIP 2 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN 1 ® INDICATES FOUND MONUMENT AS NOTED. ADAMS STREETER CIVIL ENGINEERING — RANDAL L. STREETER RCE 25083 2. O A 1" I.P. TAGGED RCE 25083 WILL BE SET, FLUSH AT BOUNDARY MAP ALL LOT CORNERS AND ANGLE POINTS IN SIDE OR REAR LOT LINES, AND ANGLE POINTS ON THE _I SUBDIVISION BOUNDARY (STANDARD MONUMENT "A" \ �8 1 ¢ui 14 �— 15 28 29 z 46 90 i 82 ' 81 I 80 riQ 7 78 77 76 ` 75 I 126 I 127 128 129 130 PER MVSI-170B-0). �' a °" I 79 �rJ� 3. A NAIL AND METAL TAG STAMPED RCE 25083 (M.V. 9 n STD. NO. MVSI-170E-0) WILL BE SET ON TOP OF CURB �--C/L SLAWSON — AVENUE N — — C L SLAWSON —AVENUE ON THE PROLONGATION OF THE SIDE LOT LINES IN LIEU 6 FD. 1 1/4" IP TAGGED RCE 26159 DN. — OF SETTING THE FRONT LOT CORNERS AND AT ANGLE W o POINTS ON THE SUBDIVISION BOUNDARY OR AT 0.60', IN WELL MON PER CR 03-41 & RS FD. 1" IP TAGGED LS 5007 CORNERS WHERE IS IMPRACTICAL TO SET AN I.P. DUE FLUSH, PER RS 148%46 IN I 95 101 102 108 109 W TO CONSTRUCTION. J 148/46. ACCEPTED AS BEING ON THE I 94 0 0 114 > �- I-- ALL STREET CENTERLINE MONUMENTS ARE TO BE SET 7 SOUTH LINE OF SEC 32 AT C/L INT. OF LIEU OF RCE 27105 PER MB I I v I �� o I v I ¢ 6 < PER CITY OF MORENO VALLEY STD PLAN MVSI-170A-0 i 44' 130' 157/90-96. ACCEPTED AS NW =o _ — 115 Q �- (MONUMENT COVER) IRONWOOD AVENUE AND SLAWSON AVENUE. II , v w a o COR. OF THE SE 1/4 OF THE L L I 93 a 107 0 � w w w 74' �� J 1 r r SE 1/4 OF SECTION 32. I M 96 100 103 °- 113 Q w z 4. ALL MONUMENTS SHOWN SET WILL BE IN ACCORDANCE tiJ I I o ! 1sy 110 _ Y rn _ ,n o WITH CITY STD. NO. MVSI-170 SERIES, AS APPROVED c� PER CORP DRAT101\1 G -R -/\]\]T r Ur E -D TO J\/10RE1�1D V-/�LL r Y o cn BY THE CITY ENGINEER. J r7 o m 8 U1\1JrJE-D SC1100I_ IS-fR1CT RECORI'Ef� " I 92 \ \ FD. 1 IP TAGGED LS 5007 I ,� ��— �— � an 5. CENTERLINE TIES WILL BE SUBMITTED TO THE CITY OF 1 \ t rl S c / \ �\ \ c FLUSH, PER RS 148 46 IN I 97 SHEET 5 99 I 104 106 SHEET 4 112 116 o ww ? MORENO VALLEY. 9 I AJ�J�r J JJ`3 �� r�JCUJ/1�1 Jr. 11J. �J���� 1 LIEU OF RCE 27105 PER MB I z 91 f 98 \ / 105 \ r I111 I o �m _ TRACT BOUNDARY 33' 0 6. LOTS 1 THROUGH 104 INCLUSIVE, ARE FOR RESIDENTIAL SHEET 6 157/90-96. ACCEPTED AS �I,� PURPOSES AND ARE BUILDING SITES. / F TRACT BOUNDARY CORNER. ( NO'03'26"W 1319.73' (1319.59' R1) (1319.67 R4 o N -u) 48 W _ � w ®z 76 75 74 73 72 71 70 69 68 67 66 � LOTS A THROUGH K INCLUSIVE, ARE FOR PUBLIC 1127 60 ¢ cn STREET PURPOSES AND ARE NOT BUILDING SITES. � ) Q SHEET 7 I I ^ I 59 58 57 33 Iwo o LOT "AA" IS FOR DRAINAGE PURPOSES, NOT A 35' - ^ w a SEPARATE BUILDING SITE, AND IS RESERVED FOR 61 o�J,'c <O� Y d J u OURSELVES, OUR HEIRS, SUCCESSOR'S AND ASSIGNS 8 � I o FOR, S r 1/ 1, S r 1 1 i1 O r — � oq C L— TIGERTAIL ROAD — 65 �, ti M \ 13 � I - ( I OG M wIz ¢ TO BE PRIVATELY MAINTAIN. LOT F LOT BB IS FOR WATER QUALITY AND DRAINAGE d c z SEC, J2, r. 2 v., �'. , VV. 4, v 0 I 62 ,°n° I PURPOSES, NOT A SEPARATE BUILDING SITE, AND IS RESERVED FOR OURSELVES OUR HEIRS, SUCCESSOR'S y 30CC? 77 78 79 80 81 82 83 84 I85 64 AND ASSIGNS. N I 000 r' I I �` r 56 �� J Z I THIS TRACT CONTAINS 104 NUMBERED LOTS AND 13 C" O�P LETTERED LOTS. GROSS ACREAGE = 3.61 AC. v I I u . f 63 /Q� 33' CHAMPLAIN ST co M 103 90 86 �': �o �' g 104 102 I No'o3'Ss"w , tss 1s' I RECORD INFORMATION NOTES FD. 1 1 /4" IP RCE 26159 DN. 0.65' I z 91 89 55 (189.80 R1) ( ) INDICATES RECORD DATA AS NOTED IN MONUMENT WELL PER CR 03-40. I ( (189.67' R3 31 I MAPLE COURT 101 ( 87 , o I R1 INDICATES RECORD DATA PER PM 8130, PMB ACCEPTED AS INT. C/L IRONWOOD %~ M I AVENUE AND CHAMPLAIN STREET. LOT „D 92 `� fo 88 ti� 54 � o - 29/26 UNLESS � ( I I � �' � M r- � I OTHERWISE NOTED C14�� 1 00 0- ' P� Z �- � R2 INDICATES RECORD DATA PER PM 10337 P.M.B. 753 � o I TRACT BOUNDARY 98 99 ���G� 53 I � 51/94 I N00'02 31 "W NoT02'31 *W 1290.05' 1320.05 ( U I 93 �RQG I R3 INDICATES RECORD DATA PER TRACT NO. I/ 94 '�N53T01"W 0 `D � 18,128, M.B. 131/20-22 54 � 6 �- 95 G p111 3 41 `N 152.774' ) 0� c'o Z / o \ v 16 15 14 13 12 I1 1 10 9 8 7 6 5 I I 52 1 52 ( R1 `� �; > R4 INDICATES RECORD DATA PER TRACT NO. 44' 30 4 3 1 g 7 <M PARCEL 1 I LOT 12 M cG) M Q 19208, M.B. 157/90-96 \ 2 I 9 6 JI f o I m R5 INDICATES RECORD DATA PER TRACT NO. 7 I I 51 0 5� 'v PARCEL 3 :t I cA o I J I;� 12902-3 M.B. 141/29-32 - N — — — _ `n o N " a LOT "A" 'L°���OP I ^ ��J W Y Q R6 S RECORD DATA PER RECORD OF K) C/L ROCKINGHAM STREET o� �ti1 I M SURVEY 148/46 55 50 ti , Z — — N Y =� OT BB I U 49 ���PO'C I I j"� � `D M MEASURED 56 B o ' I �' 17 18 19 20 1 22 0 37 38 39 40 46 47 48 41 42 43 I44 I45I m CL 01"W R2N i I PARCEL 2 ( PARCEL 1 I I I LOT 13 CIA LEGEND Oz OJ I I W Q� M PARCEL 3 `� �, ( o o N1228 &R R1 PARCEL 2 m I r O I Z J v P 175.99 I ( �� "1 C C CALCULATE PER M MEASURED 72 Z 3 6 P- PARCEL 4 I, I I o O 23 24 25 26 27 I > 28 29 30 31 _ 1 32 33 ( 4 35 �; t � g > -�� `' C. R. CORNER RECORD M&R MEASURED AND RECORDED cr-l �` N N N1 �I — I — _ DN DOWN (R) RECORDED co _ _ _ 658.60 _ _ _ _ _ LOT _ ",J" _ _ _ — —631.79 _ _ _ _ -�- FD FOUND SNF SEARCHED FOUND NOTHING — — 381.89' — N00'O6'01 "W M 938.49 X938.20' R1) , — LASSSELLE ST —CSL LASSELLE STREET 1 NO'O6'01 "W 1672.26' — r — �— v v C�L LASSELLE STREET INT INTERSECTION S&W SPIKE AND WASHER FD. 1 1/4 IP RCE 26159 IN MONUMENT (NO'06'15"W I 2640.80 R6)I T (NO'06'01"W 2610.75 M) FD. SPIKE & WASHER STAMPED PLS 5137 w = FD. 1" IP WITH NAIL IN MONUMENT WELL PER S 148/46 & R 03-39. DN. 0.1 PER RS 148/46 & CR 03-285. PMB 2 8 / 6 5 73 I� PMB 28/65 WELL PER RS 148/46, MB I I ACCEPTED �S SE COR SEO. 32 23 22 20 I 19 18 17 L16- I RA C -r 1\10 . i ¢ 4 A j 8 � � —t— 25 24 —}— J\� Jif v /�� f�� PARCEL 4 PARCEL 1 234/89-90 & CR 03-285, DN. 2.0 26 ACCEPTED AS E 1/4 COR SEC. 32 I TRr�CT I INo. I �J%1; I I 1\il. I B. I SJ � / � I � ,r EASEMENT NOTES EASEMENT NOTES CONTINUED AN EASEMENT FOR STORM DRAIN PURPOSES IN AN EASEMENT IN FAVOR OF MORENO MUTUAL IRRIGATION COMPANY FOR PIPELINE AND A FAVOR OF RIVERSIDE FLOOD CONTROL AND WATER Al THE EFFECT OF A DECLARATION OF DEDICATION DATED SEPTEMBER 10, 1976, EXECUTED BY THE 55 INCIDENTAL PURPOSES RECORDED JULY 22, 1926 IN BOOK 685 OF DEEDS, PAGE 125, CONSERVATION RECORDED OCTOBER 21, 1993 AS FEDERAL LAND BANK OF BERKELEY, A CORPORATION, PURPORTING TO IRREVOCABLY DEDICATE IN (EASEMENT IS BLANKET IN NATURE) NOT PLOTTABLE. INSTRUMENT NO. 93-414998. (TO BE VACATED PER PERPETUITY FOR PUBLIC ROAD PURPOSES, PUBLIC UTILITY AND PUBLIC SERVICES, THE PROPERTY SEPARATE INSTRUMENT) DESCRIBED THEREIN, RECORDED MARCH 18, 1977 AS INSTRUMENT NO. 45112 OF OFFICIAL RECORDS THE EASEMENT FOR LANDSCAPE MAINTENANCE PURPOSES, IN FAVOR OF THE CITY OF BASIS OF BEARINGS OF RIVERSIDE COUNTY, CALIFORNIA. (THIS DEDICATION WILL TERMINATE AND BECOME NULL AND © MORENO VALLEY, AS DEDICATED. VOID UPON THE RECORDATION OF A SUBDIVISION MAP OVER THIS PROPERTY)THE BEARING N00°06'01"W ON THE CENTERLINE THE EASEMENT FOR INGRESS, I EGRESS, DRAINAGE AND WATER QUALITY BASIN 20 AN EASEMENT 35' WIDE IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT TO CONSTRUCT, 0 MAINTENANCE PURPOSES, IN FAVOR OF THE CITY OF MORENO VALLEY, AS OF LASSELLE STREET AS SHOWN ON THE MAP OF ENLARGE, RECONSTRUCT, REMOVE AND REPLACE, OPERATE, INSPECT, MAINTAIN, REPAIR, IMPROVE DEDICATED. TRACT NO. 18128 AS RECORDED IN M.B. AND RELOCATE A PIPELINE OR PIPELINES AND OTHER FACILITIES AND INCIDENTAL PURPOSES131/20-22 IN THE OFFICE OF THE RECORDER, THE EASEMENT FOR STORM DRAIN PURPOSES, IN FAVOR OF THE CITY OF MORENO RECORDED MAY 20, 1991 AS INSTRUMENT NO. 91-166841 OF OFFICIAL RECORDS. ® COUNTY OF RIVERSIDE WAS TAKEN AS THE VALLEY, AS DEDICATED. BASIS OF BEARINGS SHOWN ON THIS MAP. THE EASEMENT FOR SIDEWALK AND PEDESTRIAN ACCESS PURPOSES, IN FAVOR OF THE 30 AN EASEMENT IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT FOR PIPELINE AND INCIDENTAL A CITY OF MORENO VALLEY, AS DEDICATED. PURPOSES RECORDED MAY 14, 1986 AS INSTRUMENT NO. 86-111401 OF OFFICIAL RECORDS. AN EASEMENT FOR UNRESTRICTED ACCESS IN FAVOR OF RIVERSIDE FLOOD CONTROL AAND WATER CONSERVATION RECORDED NOVEMBER 21 1991 AS INSTRUMENT N0. AN EASEMENT FOR EMBANKMENT AND EXCAVATION SLOPES PURPOSES RECORDED MAY 1, 1986 AS 91-406059 (TO BE VACATED PER SEPARATE INSTRUMENT) >oo' 501o/ too 200 INSTRUMENT NO 86-100768 OF OFFICIAL RECORDS. GRAPHIC SCALE. 1"=100' VICINITY MAP N.T.S. J.N. 19-2262 KALMIA AVE KALMIA AVE V) z V) m z z C)Cj w w U)cn Of ~ w Y V) V) IRONWOOD AVE 60 FRWY VICINITY MAP N.T.S. J.N. 19-2262 IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA T"K"ACT MNO. 33436 BEING A DIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 2 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN ADAMS STREETER CIVIL ENGINEERING - RANDAL L. STREETER RCE 25083 1299.91' S89'59'58"W KALMIA AVENUE N89'59'58"E 1322.98' N89'59'58"E 330.82' 45.00 45.00 175.79' o 0 155.03 LOT KCo M 0 N89'59'58 90.00' M 0 0.251 ACRES M N89'59'58"E 110.00' 45.00' 45.00' N89'59'58"E 130.82 00 L7N46'58'28"E N46'58'32"W I � 20.52' PAR( --r L it 0 -_ (661.63' R1) KALMIA AVENUE M I 20.52 o m °O o i IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO. 33436 BEING A DIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 2 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN ADAMS STREETER CIVIL ENGINEERING - RANDAL L. STREETER RCE 25083 SEE SHEET 4 aoaa-o#4oa 9% 09' c;, na 1 SHEET 5 OF 7 SHEETS THIS SHEET ONLY L,5 1 87 `� pm 9635 FMB 23/65 Ll s yo`L �a� 0� ti� \ 52 �PARCEL L17 �° M 86 co 68 85 N ���� �j�� S��` ,NO2'23'33"W 2 i3� PARCEL 3 'o cJDJ Ln LoM " �`O, `�� 0� �6� �1 19.22' �-' 10 V 4 \ -I � N89 56 29 E 110.00' Ni f, `s' cS- f, � � Jr. N89'56'29"E 108.02' ,1Q7 5� ?'s 8 8 �� �,- s63� 0 61 ' 11,526 SQ. FT. 84 ' 0 6 9 0 ^ 7,810 SQ. Ff. � 89 amu' �\ o 51 I N 7,561 SQ. FF. '� � ��. �� s �� 21,183 SQ. FT. ✓/ o 11,821 SQ. Ff. � �. fir, ,2 C3 ��- cj c9. �1 M I N 1 J!� N89'56'29"E 110.00' �-° `p. D N89'56'29"E 108.02' 30' 30' N RAD q,0 L19 �y6,0 r3 "o g'46"E 13' o' cp o N80� - �* 118,34' " ,�o 610 ��ti �� oo. o- - 0 5� l� l - r- io 00 00, O� PGRF-S (; ? 1�6 CjO� C11 �- "� 1�9 N64'21'46W ✓ 11 co 70 0 83 � \.oti6� �"(.A\�� \ 01�� 23.09' Z co ~ '- 7,561 SQ. FT. '� 7,810 SQ. FT. b o `��\.\v �� \ 6� y0 X61 z PARCEL i1 U N89'56'29"E 110.00' 10 51oSQ• Ff. s��' O o�p\ �� �� o s \ o s J J N89'56'29"E 108.02' 1 �� C/L CHATEAU CT.- /�' t� 38.0 lap15a R�\�635212'37'22" ,y 9 3 ? ' �� m 71 0 �, 82 ��9� ?�°S� dL45'2352" cs ��py2�?8 9,110 SQ. FT. �y '.\ 18; 8�SQ. FT. w \ 7,561 SQ. FF. " o c/) 7,810 SQ. FF. �� ��� 00 0 0:: o yy / ¢ N89'56'29"E 110.00' 6�0� j`�o N89'51'17"W 148.59' z L1 M �1 N89'56'29"E 108.02' I � 91 "L" 9 D 0 12,041 SQ. Ff. ;�, 2 ��- NO'02'14"E o.o RP9���% 51' 4, 115.59 L21 m � oi 7,884 SQ. FT. 40.53' N6� i �1' 46"E 102. s�o W 94 Nla2 �o �- o Q o 1 o o Lo n�i '��� ,/ Q W z o 72 0 1 N89'57'46"W 241.98' 10,612 SQ. FF. LOT cq D '� '- 7,810 SQ. FF. ' z O 7,562 SQ. Ff. Q116.46' 102.30 23.22 9 �s v 4- 67.31' ^ I- J J m 0 N89'56'29"E 110.00' � 119.88' 54.79' �1�, �� rn to "AA" N89'56'29"E 108.02' r: 1 M N oo N o yF Om. 49 �� �' 0.930 ACRES 0 0 v W ,00 z "' z '' -%-61�610� o �'� 11,088 SQ. FT. N89'53'59"E 128.64' �w 0 l� o o rz o 101 9 5 w �� 0.03' z3' ,\ N �.0 10,925 SQ. FT. "� r� y; `� o `�= �1�j . 461 99.65' 12 1 0N 1 w 7,8to SQ. Fr. 7,562 SQ. FF. 1 02 0' -I 10 902 SQ FT `9 0 0 ✓ N8D 38 J LINE TABLE LINE LENGTH BEARING L1 21.14' N45'1 3'48"E L2 21.21' N44'57'46"W L3 36.34' N89'57'46"W L4 21.23' N38' 14'31 "E L5 15.45' N6'41'59"E L6 21.27' N51'33'15"W L7 30.00' N6'41'59"W L8 30.00' NO'03'31 "W L9 30.00' N61'07'33"E L10 21.20' N16'08'58"E L11 21.20' N73'53'52"W L12 14.52' N21'20'40"W L13 50.00' N9'36'42"E L14 50.00 N23'00'41 W L15 38.89' N89'56'29"E L16 12.37' NO'03'31 "W L17 30.00' N89'56'29"E L18 26.64' N83'19'51"E L19 50.00' N7-726'1 4"E L20 50.00' N4448'52"E L21 33.00' N89'51' 17"W L22 137.50' N28'52'27"W L23 99.98' N28' 13'40"W L24 41.04' N10*17'45"W L25 30.00' NOO'02'14"E o - 14.49 N89'56'29"E 108.02' 1 N89'56'29"E 110.00' 12,475 SQ. FF. �o 1 0 0 a- `J "� 3 6 `? O p �� o 10,356 SQ. FT. 10' g � �, w W THIS SHEET ONLY o. 6 ,�� " 117. n N � o co 11,836 SQ. Ff. �' M 39.07' ��`lr v: N8031'51 E _ i E o r te" �_`, r 48 Ni ' o "^' X46'38'31 �. �6� '- N131D D �� }w `o �� rn 0 r�Y � (/) ,� o 7,255 SQ. FT. rn 0 J f o 74 Z 79 '� N7 • i''AD 1�� S`� b 118.13' d,a��9• �,,9- ��� o �° N89'53'59"E 105.50' 21 ^ 7,643 SQ. FF. ni 316'DQ" �/� �� �-' 212. /O• C�� i w. RAD " 102.28' J 1 7,562 SQ. FT. b W �h oo 3, oo, "E o ,� 54 12 E -� , g N80Uj ca � 9 6 r- ,N °'Y W to N89'56'29"E 108.03' N89'56'29"E 100.00' z �tP� g g Z 1%OD ih M Z Q, N$D oo' r- 10,777 SQ. FT. n M. .P cq 0 0 v RAD 3'1$ 8,534 SQ. FF. Ni rn ' c> '_ c o� z Z 103 r w " 60 ": 47 35 M o b b N O N N89'53'59 E 133.69' o 00 o J �� 0 75 00 30' 30' 78 8,764 SQ. FT. �,, %° --1 M N N8S 18'01"E 104.87' _ rn � 7,718 SQ. FT. 10,280 SQ. Ff. o � 7,442 SQ. FT. J i �� - 0 ate, � � o N84 RAD 5"E cn r 30' 30' RAD °D o \ 7,562 SQ. FT. I a' " 110.38' o. frt ' rAn '� Cl N N88'30'08"E 100.19" o z i� L N89'56'29"E 108.03' 60' N89'56'29"E 109.65' v, N8S 1947 E 6, f N w v U 17.00 0 �) to �0 No Q o 9 7 N89'53'59"E 100.00' Z J 1 K, Z 0 o CO U Ln 11,384 SQ. FT. o o o �? ; C U'_ cn �' 8,671 SQ. FF. � t -- z zl � o N44'53'59"E co 46 0 66' °° co w 10 4 --{ r 21.21' Z '� o "' 0 0 `" 5 v' 5.47'--------- 76cq a -i 7,379 SQ. FF. o C) co 77 v U' 8,941 SQ. Fr. -- ----- 4 120.60' r;1 ih ;Y, � 4' ,ri 8,000 SQ. FT. w' -"� 8,131 SQ. FT. �' �� 43.00' C13 N89'53'59"E 126.06' o ^ - N �. LQ 34 c) L=58.72' i L=54.82'" " 43.00' o o N89'53'59"E 100.00 0 N8S 19'50 E 86.00' L18 0 q `" N o0 10,050 SQ. FT. o C/L MIRAGE CT.� N89'S7'46"W 93.00'-,_45.03' 44.97' 0=3'28'07" L=3'14'17 N8S 19'51 � d C12 57.54' G 69.62', N89'53'59'E 171.06' o ® ; N89'57'46"W 90.00' L3 43.02' C10 141.06'co - 30.00' o m 17.5' o ,r, STREET 100.56 ��42.98' I " 00 3 0 N89'57'46"E J CSL J N LAURIE - LOT Cco CD N 219.29' Ct l M N8S 19'51"E 170.18' "" 0.694 ACRES o 0 0 0 0 45 0 _ 138.03' 81.26': - 340.78'- N89'53'59"E z h z z 7,200 SQ. FT. ^ N89'53'59"E 100.00 45.08' 44.92' - N89'57'46"W 560.07' - 126.06'�) FD. SPIKE & WASHER - - J N45'06'01"W------- STAMPED PLS 5137 DN. 21.21' 30' 30' N89'53'59 E 100.00 , o � � 0.1 PER RS 148/46 & FD. 1 IP TAGGED LS 5007 FLUSH, PER SCHOOL �� T r N N o^ o o Lo CR 03-285. RS 148/46 IN LIEU OF RCE 27105 PER � ® °° 1 to o� o 0 0 33co TRACT N0. 6946 CURVE TABLE Curve # Length Radius Delta C1 13.22' 42.00' 18'01'42" C2 7.96' 530.00' 0'51'38" C3 30.04' 100.00' 1 T 12'41 " C4 13.27' 48.00' 15'50'40" C5 17.87' 100.00' 10' 14'14" C6 28.47' 100.00' 16'18'41" C7 26.68' 48.00' 31'50'39" C8 12.93' 530.00' 1'23'51" C9 33.30' 48.00' 39'44'41" C10 55.03' 480.00' 6'34'08" C11 117.05' 1000.00' 6'42'23" C12 113.54' 970.00' 6'42'23" C13 58.47' 1 510.00' 6'34'08" MB 157/90-96. ACCEPTED AS TRACT POR. BE "1 /%, BE 1 /4O ;SEC. 32, T. 2 S., R` 3 W, z � 6 ' � 44 Z^ M3 3913-� BOUNDARY CORNER. � � + + + I � + + � + + + � + I � + ] 6 SEE SHEET 6 NOTE: 60' 30' 0' 60' 120' SEE SHEET 3 FOR BOUNDARY, BASIS OF BEARING, EASEMENT LEGEND, SURVEYOR AND MONUMENT NOTES GRAPHIC SCALE. 1"=60" J.N. 19-2262 is IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO. BEING A DIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 2 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN C/L TIGERTALE ROADSEE SHEET 5 ADAMS STREETER CIVIL ENGINEERING - RANDAL L. STREETER RCE 25083 - I L4 " N89'57"46" 89.99" " LS N89'57'46"E C/L LAURIE 219.29' STREET 138.03 If 81.26' I - w TW r U) W w V o LI r cocdH LOT "A" CD � o a z C.7 _ C/L z cO 30.00' 28.00 U o N89 53 59" E 287.61 O 0 C o 0 Z U7 J d - U c o \_ o 0 z 1 � 1 C12 C/L MAPLE COURT _ 7a.9 C11 M 100•�N8318'01"E 178.99' LOT "C" 0.694 ACRES - 340.78'- • - ��- N89'57'46"W 560.07' LOT "B" MAVMULE P LAC E 1- 224.61' _ y 2.00' y 226.61' tL1 , 1 O �1 i O O U) O U 0 LLj j LL1 O J7 1 U LLI LL1 U O 1 -L, U < O o 7 U O Lo L; �1 O U LLI D- DETAIL "A" NOT TO SCALE in 0 0 00 0 0 N r - 0 r- 6 0 N io 0 CD 0 N N P I C=) 0 cV r- 0 N 6 0 N r N89'53'59"E 182.23' � 34 -f/L LAURIE STREET o 0 45 J N89'53'59"E 126.06' K' N89 -53'59 -E 100.00 C/L MIRAGE CT. rw �w�/ LL V) w J J W C) Cn G' �T46 0"w LINE o In L1 30.00' 7,884 SQ. FT. L2 33.00' c L3 N89'53'59"E 117.38 N89'57'46"W L4 N N N N N89'53'59"E 100.00' 45.00' 29 L6 14.66' NO'06'01 "W L7 100.50' NO' 06'01 "W 30' 30' NO'06'01 "W moi, N89'5 -3'59"E 114.57' o0 o 0 o 0 C> U v L11 20.52' 1 11,385 SQ. FT. L12 ;,0 co N43°07'31 "W 4'48'55" C10 N � ni 33_ C11 117.58' 1000.00' 6'44' 13" C12 to 4 N o o CD 0 44 a 7 10,150 SQ. FT. 0 33, RAO'2� o I Z o o Ci7.200 SQ. FT. pi N89'53'59"E 141.15' z 60' z 8,423 SQ. FT. w- d- 23' aa'o 38 0 o N89'53'59 E 110.00' o N89'53'59"E 116.98' N89'53'59"E 1 200.00' I N ^ n to 8,023 SQ. FT. ^ N o 100.00' 30' 30' 100.00' 66 P 0 8.90' N89'53'59"E 114.61' 2 10,150 SQ. FT. �. to _ o o z , N i� No � 0 43 z N 3 2 28 00 66' N89'53'59E 140.1 '` v I v m !; �' 7,241 SQ. FT. CD ooz 8,483 SQ. FT. ^ 0 11,005 SQ. FT. Lon. N 10 C' a 10,081 SQ. FT. 6 o in o 9"E 101.93' m J .n 5'17 Q 3 co 99.61' 96.00' 9,920 SQ. FT. C1 N89'53'59"E 195.61' N89'53'59"E 102.21' 9 o �2 rN8 C/L MAVMULE PLACE m 8,484 SQ. FT. N89'53'59"E 134.89' to SQ. FT. `1q _ 224.61' _ o I- L2 U o Q w"E Q N89'53'59"E 118.67' N N oN89'53'59"E "� 0.321 ACRES 102.15' n 0� Z J �- ¢ 0 N89'53'59"E 197.61' � 31 CD 4 N O M 0�CD .- 10,664 SQ. FT. 96.00' Uj 9,497 SQ. FT. "' o o z �� SEE DETAIL "A" o N N N 41 " n N89'53'59'E 128.90' M N _ W M '� 7,485 SQ. FT. Lo N89'53'59"E 110.00' ci r7 33 `� 33 8,575 SQ. FT. o C) z I o � o ,N 2 `d`U/ 1.� � N89'53'59"E 103.88' `D .. o C4 Z 28' 28' a' N89'53'59"E 116.61' 0 10,325 SQ. FT. C) 00 1 23' J�-, 5 N :tZi z o 0 0 0 c) 0 9,065 SQ. FT. o 0 0 M 3 0 0 -� z N89'53'59"E 110.00' o "! 40 h Oo 11,055 SQ. FT. o0 0 21 00 0 6 N89'53'59"E 122.91' 7,588 SQ. FT. I U SEE SHEET 7 N89'53'59"E 109.86' o N89'53'59"E 110.00' 6 00 8,637 SQ. FF. Rq0 t, 39 0 C/L MIRAGE CT. rw �w�/ LL V) w J J W C) Cn G' �T46 0"w LINE LENGTH BEARING L1 30.00' 7,884 SQ. FT. L2 33.00' c L3 N89'53'59"E 117.38 N89'57'46"W L4 93.01' N89'57'46"W L5 45.00' 29 L6 14.66' NO'06'01 "W L7 100.50' NO' 06'01 "W v n NO'06'01 "W moi, N89'5 -3'59"E 114.57' o0 11,055 SQ. FT. 0 o 0 C> U v L11 20.52' N42'55'29"E L12 20.52' N43°07'31 "W 4'48'55" C10 34.56' � ni 6'35'59" C11 117.58' 1000.00' 6'44' 13" C12 r114.06' 4 N 644'13" o 0 ^ 7 RAO'2� a z 8,423 SQ. FT. w- d- o aa'o 38 0 o N89'53'59 E 110.00' o N89'53'59"E 116.98' N I N ^ n to 8,023 SQ. FT. ^ o 30' 30' z P N89'53'59"E 114.61' o o z 8 No o CR �� o0 O 37 28 00 66' 8,425 SQ. FT. '` z 60' z CD ooz 8,483 SQ. FT. ^ 0 11,005 SQ. FT. m N89'53'59"E 117.05' Q 99.61' 96.00' N C1 N89'53'59"E 195.61' oo 9 C/L MAVMULE PLACE m 8,484 SQ. FT. o Lt _ 224.61' _ o I- L2 U o 287.61'LOT "B" Q N89'53'59"E 118.67' N N oN89'53'59"E "� 0.321 ACRES o � 0� Z J N89'53'59"E 197.61' CD 0 101.61' 96.00' "' �� SEE DETAIL "A" o 0 10 "' Lo C)� � 22 CD 0 33 `� 33 8,575 SQ. FT. z I o � o ,N 2 8,633 SQ. FT. ui o C4 N89'53'59"E 119.20' 28' 28' a' N89'53'59"E 116.61' 0 10,325 SQ. FT. C) 00 1 23' J�-, 0 0 c) m 0 b o p o z N89'53'59"E 110.00' o 11 C-4 56' Zo 0 21 00 0 6 oz SEE SHEET 7 11 0) CC) 1 1s G) CC) 19 20 " U 21 22 010.- o�oa38� 0 N'�GV nct 1 SHEET 6 OF 7 SHEETS THIS SHEET ONLY LINE TABLE LINE LENGTH BEARING L1 30.00' N89'53'59"E L2 33.00' N89'53'59"E L3 36.34' N89'57'46"W L4 93.01' N89'57'46"W L5 45.00' NO'06'01 "W L6 14.66' NO'06'01 "W L7 100.50' NO' 06'01 "W L8 381.87' NO'06'01 "W L9 21.21' N45'06'01 "W L10 21.21' N44'53'59"E L11 20.52' N42'55'29"E L12 20.52' N43°07'31 "W THIS SHEET ONLY CURVE TABLE Curve # Length Radius Delta C1 44.54' 530.00' 4'48'55" C2 42.02' 500.00' 4'48'55" C3 39.50' 470.00' 4'48'55" C4 6.11' 470.00' 0'44'40" C5 22.08' 530.00' 2'23'14" C6 22.46' 530.00' 2'25'41 " C7 81.52' 970.00' V48'55" C8 84.04' 1000.00' 4'48'55" C9 86.56' 1030.00' 4'48'55" C10 34.56' 300.00' 6'35'59" C11 117.58' 1000.00' 6'44' 13" C12 r114.06' 970.00' 644'13" 60' 30' 0' 60' 120' GRAPHIC SCALE. 1"=60' NOTE: SEE SHEET 3 FOR BOUNDARY, BASIS OF BEARING, EASEMENT LEGEND, SURVEYOR AND MONUMENT NOTES a� J.N. 19-2262 18 LLl 8,124 SQ. FT. � � w i�1 0.36' 0 LL 0 LLj LOT "A" N89'53'59"E 112.48' - 2 3.570 ACRES 0 0 �^ 17 Cy) % > LLl % 8,10o SQ. Fr. o W c� LLQ Wr � _ t U) Ll �� �� DETAIL "B" NOT TO SCALE W 0 U 1 -� 0� 1 �) 0 0 \ W A L 0 CB 06 C1 p Z C9 in ^/4�, cs U 441 ry / z 16 //_""/ LOT „BB„ 1 � / 8 N89'53'59"E 54.95' / co U) 6,�3 �- // DETAIL "C" NOT TO SCALE O 9Nsg.3 0.99' z 6 I� 14 ------- L7 1.1 L6 L8 N89'55'05"W 173.29' - LOT "I " FD. 1 1/4" IP RCE 26159 DN. 0.65' IN MONUMENT WELL PER CR 03-40. ACCEPTED AS INT. C/L IRONWOOD AVENUE AND CHAMPLAIN STREET. 664.15' C/L _z -- fHACr 28 J 30 r 1 U IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP 33436 BEING A DIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 2 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN ADAMS STREETER CIVIL ENGINEERING - RANDAL L. STREETER RCE 25083 18 8,124 SQ. FT. EE DETAIL "B" 0.36' N89'53'59"E 112.48' 17 C5 8,100 SQ. FT. �a OZ E N6T12 4g 14 S9, Bg 66,� N43'07'31 "W 20.52' 0 0 27 Ui o o C3 23' cD N N L N �Lo N89'53'59"E 110.00' c^o 0 0 SEE SHEET 6 L1 U W N8T53'59"E 115.46' 0 7453�59-E 25.00' 15 o 0 6 21.21' 26 0 10 L 50.39' 22 L4 N 56' O N CD C716 .� o co L7 h / 0 N89'53'59"E 119.20' 28 28 N89'53'59"E 116.61' Lo 00 M a� a 54.95' 9.32' 48.00' L4 CC Lo T-1 0.164 ACRES C1 97'05'50" 0 1 1 20.35' 21 24' 17'27" N 8,585 SQ. FT. W o^ 8,163 SQ. FT. o a N89'53'59"E 119.27' Q Ln N8953'59"E 116.61' 25 qC) oL 10,450 SQ. FT. 12 _ I- o O ' 20 0 o cq ^ z I J o0 8,590 SQ. FT. Y o 8,163 SQ. FT. U M O N89'53'59"E 119.34' w N89'53'59"E 116.61' 013 0 - o 19 8,595 SQ. FT. ^ U O o 00 8,163 SQ. FT. o o z o Z 0 r- N89'53'59"E 119.42' Z 28' 28' N89'53'59"E 116.61' � 4 � U 10,340 SQ. FT. 18 8,124 SQ. FT. EE DETAIL "B" 0.36' N89'53'59"E 112.48' 17 C5 8,100 SQ. FT. �a OZ E N6T12 4g 14 S9, Bg 66,� N43'07'31 "W 20.52' 0 0 27 Ui o o C3 23' cD N N L N �Lo N89'53'59"E 110.00' c^o 0 0 0 14 LENGTH 8,563 SQ. FT. S L1 U W N8T53'59"E 115.46' 0 00 6 25.00' 15 o 0 6 9,418 SQ. FT. o a "' 26 C RAD 50.39' " N8T4422 E p� L4 27.51' 10,450 SQ. FT. L6 N CD C716 .� 10.19' L7 h / C3 ^ 9,962 SQ. Fr./ N89'53'59"E 110.00' SEE DETAIL "C" L Lo 00 W a� a 54.95' 18 8,124 SQ. FT. EE DETAIL "B" 0.36' N89'53'59"E 112.48' 17 C5 8,100 SQ. FT. �a OZ E N6T12 4g 14 S9, Bg 66,� N43'07'31 "W 20.52' 0 0 27 Ui o o C3 23' cD N N L N �Lo N89'53'59"E 110.00' c^o 0 0 N89'53'59E LENGTH BEARING L1 0 0 00 6 25.00' oa 'o o 0 6 0 0 Lo 26 b 6 50.39' N89'55'05"W L4 27.51' 10,450 SQ. FT. L6 95.39' o 0 .� 10.19' L7 Lj- C3 ^ N89'59'05"W N89'53'59"E 110.00' 37.08' L L10 W C2 L1C2 9.32' 48.00' L4 CC C1 LOT >, I " `y 0.164 ACRES C1 97'05'50" C 10 20.35' 48.00' 24' 17'27" N89-55'057 435.38' Ln w o a J IRONWOOD AVENUE 25 qC) oL 10,450 SQ. FT. U V) 435.41' Y N89'53'59"E 110.00' M -j o 0 0 r- o CW 0 � 4 � U 10,340 SQ. FT. s c 0 Z N89'53'59"E 110.00' O J rn � "'23 N M A 9,861 SQ. FT. Lo C FSo N74•1 133 8' z LOT "BB" 1.241 ACRES N89'55'05"W 670.84' IRONWOOD AVENUE 12902- 53 902-53 �, 51 / 1 / IM O 141 1 55 ! 12 56 0 0 23' 0 0 C) z 22 23 2 41 5 26 n E1 �r 0) 0 U -21 FD. 1 1/4- IP RCE 26159 IN MONUMENT WELL PER RS 148/46 o & CR 03-39. ACCEPTED AS SE EjC- 39 �;to 2a - oLtoa3 SS o{Li �i ra I SHEET 7 OF 7 SHEETS THIS SHEET ONLY LINE TABLE N89'53'59E LENGTH BEARING L1 60.00' 0 00 6 25.00' oa 'o o 0 6 O v �g 4 In 50.39' N89'55'05"W L4 27.51' N89'55'05"W L6 95.39' N89'55'05"W .� 10.19' L7 .99' 66.73' N89'59'05"W L9 37.08' L L10 18.20' C2 L1C2 9.32' 48.00' L4 L N89'55'05"W 173.29' C1 LOT >, I " `y 0.164 ACRES C1 97'05'50" C 10 20.35' 48.00' 24' 17'27" N89-55'057 435.38' o a IRONWOOD AVENUE 435.41' Y N89'55'05"W 670.84' IRONWOOD AVENUE 12902- 53 902-53 �, 51 / 1 / IM O 141 1 55 ! 12 56 0 0 23' 0 0 C) z 22 23 2 41 5 26 n E1 �r 0) 0 U -21 FD. 1 1/4- IP RCE 26159 IN MONUMENT WELL PER RS 148/46 o & CR 03-39. ACCEPTED AS SE EjC- 39 �;to 2a - oLtoa3 SS o{Li �i ra I SHEET 7 OF 7 SHEETS THIS SHEET ONLY LINE TABLE LINE LENGTH BEARING L1 60.00' N89'55'05"W L2 25.00' N89'55'05"W L3 33.29' N46'1 2'211 L4 50.39' N89'55'05"W L5 27.51' N89'55'05"W L6 95.39' N89'55'05"W L7 10.19' N89'55'05"W L8 66.73' N89'59'05"W L9 37.08' NO' 06'01 "W L10 18.20' NO'04'55"E THIS SHEET ONLY CURVE TABLE Curve # Length Radius Delta C1 26.59' 80.50' 18'55'29" C2 34.52' 104.50' 18'55'29" C3 28.47' 100.00' 1618'41 " C4 15.47' 48.00' 18'2819" C5 11.64' 48.00' 13'53'44" C6 7.31' 48.00' 8'43'23" C7 25.60' 48.00' 30'33'15" C8 9.32' 48.00' 11'07'15" C9 3.24' 48.00' 97'05'50" C 10 20.35' 48.00' 24' 17'27" NOTE: SEE SHEET 3 FOR BOUNDARY, BASIS OF BEARINGS, EASEMENT LEGEND, SURVEYOR AND MONUMENT NOTES. 60' 30' 0' 60' 120' GRAPHIC SCALE. 1"--60" J.N. 19-2262