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mb489_065-075ci Js 14p 1 49 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 36730-2 BEING A SUBDIVISION OF PORTIONS OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF SECTION 31, AND PORTIONS OF THE NORTHWEST QUARTER AND THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 3 SOUTH, RANGE 5 WEST, AS SHOWN ON MAP OF RANCHO EL SOBRANTE DE SAN JACINTO, FILED IN BOOK 1, PAGE 8 OF MAPS, SAN BERNARDINO COUNTY. DARYL J. CHRISTIAN, L.S. 8554 MDS CONSULTING 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: LOT "J". THE DEDICATION IS FOR STREET AND PUBLIC UTILITY PURPOSES. AS A CONDITION OF DEDICATION OF LOT "J" (EL SORBANTE ROAD), THE OWNERS OF LOT 85, ABUTTING THIS HIGHWAY AND DURING SUCH TIME WILL HAVE NO RIGHTS OF ACCESS EXCEPT THE GENERAL EASEMENT OF TRAVEL. 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: LOTS "A" THROUGH "I'", INCLUSIVE. THE DEDICATION IS FOR PUBLIC UTILITY PURPOSES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR EMERGENCY VEHICLES WITHIN LOTS "A" THROUGH "I'". INCLUSIVE. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LOT "K". THE DEDICATION IS FOR (1) ONE -FOOT BARRIER STRIP FOR ROAD AND ACCESS CONTROL. WE HEREBY RETAIN LOTS "A" THROUGH "I ", INCLUSIVE, INDICATED AS PRIVATE STREET, AS SHOWN HEREON FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNESS AND LOT OWNERS WITHIN THIS TRACT MAP. WE HEREBY RETAIN LOTS 84 THROUGH 88, 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. LOTS 32,'13, l4, 79,80.81, 82 AND 83 SHALL REMAW NOT I)EVELOPAOLF- UNTILTHE EASEMENT MCP -IMP W INSTRUMENT NO.b33V0, RECORDER MARCH 22, 1983, O.R. HAS BEEN ABANDONED 8b I?EC01'D iVOT1C£ . PULT HOME COMPANY, LLC, A MICHIGAN LIMITED LIABILITY COMPANY 410,v� NAME: Rlt tZc'/t/ f1/�/ ,��% NAME: TITLE: V/OOFL19A40 .4C,QTITLE: 4 Dev. 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 CALI FERN I A ) ) SS COUNTY OF 02AN UE ) -rh\l Log C OLLE EN ON DECEM[3ER B 2022, BEFORE ME, gl,ocV, , A NOTARY PUBLIC, PERSONALLY APPEARED WARREN , WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE, TO BE THE PERSON(p WHOSE NAME() IS/AR&SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HEp/9HE/ EXECUTED THE SAME IN HIS/HWTHER AUTHORIZ D CAPACITY(", AND THAT BY HIS/14F 7YT+IHR- SIGNATURE A ON THE INSTRUMENT THE PERSON(, OR THE ENTITY UPON BEHALF OF WHICH THE PERSON( 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 SIGUATURE 'C"AVX12 coueEN SL-oc-I- PRINT NAME MY PRINCIPAL PLACE OF BUSINESS IS IN NC'►E COUNTY MY COMMISSION EXPIRES q -23-2.c210 CoNMISSIOW 4t 241lg1 S NOTICE OF DRAINAGE FEES NOTICE IS HEREBY GIVEN THAT THIS PROPERTY IS LOCATED IN THE SOUTHWEST RIVERSIDE AREA DRAINAGE PLAN WHICH WAS ADOPTED BY THE BOARD OF SUPERVISORS OF THE COUNTY OF RIVERSIDE PURSUANT TO SECTION 10.25 OF ORDINANCE 460 AND SECTION 66483, ET. SEQ. OF THE GOVERNMENT CODE AND THAT SAID PROPERTY IS SUBJECT TO FEES FOR SAID DRAINAGE AREA. NOTICE IF FURTHER GIVEN THAT, PURSUANT TO SECTION 10.25 OF ORDINANCE 460, PAYMENT OF THE DRAINAGE FEES SHALL BE PAID WITH CASHIER'S CHECK OR MONEY ORDER ONLY TO THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT AT THE TIME OF ISSUANCE OF THE GRADING OR BUILDING PERMIT FOR SAID PARCELS, WHICHEVER OCCURS FIRST, AND THAT THE OWNER OF EACH PARCEL, AT THE TIME OF ISSUANCE OF EITHER THE GRADING OR BUILDING PERMIT, SHALL PAY THE FEE REQUIRED AT THE RATE IN EFFECT AT THE TIME OF ISSUANCE OF THE ACTUAL PERMIT. NOVEMBER, 2021 SURVEYOR'S STATEMENT: SHEET 1 OF 11 SHEETS RECORDER'S STATEMENT FILED THISLk DAY OF 912 r i I , 20-13 AT11*UI. IN BOOK g8fl OF MAPS, AT PAGES &T- AT THE REQUEST OF THE CLERK OF THE BOARD. N0. ZUZ?j —UU�I S iPS� FEE `•.� �'G/ PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: DEPUTY SUBDIVISION GUARANTEE: FIRST AMERICAN TITLE 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 PULTE HOMES COMPANY LLC, IN DECEMBER 2021. 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 SUBSTANTIALLLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. THIS SURVEY IS TRUE AND COMPLETE AS SHOWN. y \ONp,L LANDS DATE: �• w�I • (�.. � cyR,sG��F u + - * LS 8554 DARYL J. RIS*N N L.S. 8554 EXP. 12/31/24 EXP. 12/31/24 F OF CALF 0 COUNTY SURVEYOR'S STATEMENT THIS MAP CONFORMS TO THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES. I HEREBY STATE THAT THIS MAP HAS BEEN EXAMINED BY ME OR UNDER MY SUPERVISION AND FOUND TO BE SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP OF TRACT MAP NO. 36730 AS FILED, AMENDED, AND APPROVED BY THE BOARD OF SUPERVISORS ON MAY 24, 2016, THE EXPIRATION DATE BEING MAY 24, 2025, AND THAT I AM SATISFIED THIS MAP IS TECHNICALLY CORRECT. DATE: 3 DAVID L. McMILLAN COUNTY SURVEYOR L.S. 8488 EXPIRES 12/31/202A jONpL�y5 LANpS McA414 G1L � Z �O IL X * No. 8488 OF CA1-�FO� BOARD OF SUPERVISOR'S STATEMENT THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BY ITS BOARD OF SUPERVISORS, HEREBY APPROVES THE TRACT MAP AND ACCEPTS THE OFFERS OF DEDICATION MADE HEREON OF LOT "J" (EL SOBRANTE RD.) FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES AND AS PART OF THE COUNTY MAINTAINED ROAD SYSTEM SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH COUNTY STANDARDS, AND ACCEPTS THE OFFER OF DEDICATION OF ABUTTERS RIGHTS OF ACCESS ALONG EL SOBRANTE ROAD. THE OFFER OF DEDICATION FOR PUBLIC UTILITY PURPOSES ALONG WITH THE RIGHT OF INGRESS AND EGRESS FOR EMERGENCY VEHICLES WITHIN LOTS "A" THROUGH "I-, INCLUSIVE, INDICATED AS "PRIVATE STREET", AS SHOWN HEREON IS HEREBY ACCEPTED. DATE: 03 geaZ02 2 ATTEST: YK1MBE.R4Y _PECTOZ CLERK OF THE BOARD OF SUPERVISORS BY, BY: CHAIRMAN OF THE BOARD DEPUTY OF SUPERVISORS 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 $ /OGaI*;�00.00 DATE:THIS CERTIFICATION EXCLUDES ANY qll(3 THIS TAX ASSESSMENTS NOT MATTHEW JENNINGS YET EXTENDED COUNTY TAX COLLECTOR BY: ryj�n(, �, DEPUTY TAX BOND CERTIFICATE HEREBY CERTIFY THAT A BOND IN THE SUM OF $ INPIND-06HAS 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: VHEW OR SURETY BOND JENNINGS COUNTY TAX COLLECTOR BY: � '�'�L,c�FEUTY THIS CERTIFICATION EXCLUDES ANY SUPPLEMENTAL TAX ASSESSMENTS NOT YET EXTENDED IP# 210156 SCH. A SEC. 32, T3S, R5W IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA I m _� 1� - Im � � mr,_ 9w'd4 BEING A SUBDIVISION OF PORTIONS OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF SECTION 31, AND PORTIONS OF THE NORTHWEST QUARTER AND THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 3 SOUTH, RANGE 5 WEST, AS SHOWN ON MAP OF RANCHO EL SOBRANTE DE SAN JACINTO, FILED IN BOOK 1, PAGE 8 OF MAPS, SAN BERNARDINO COUNTY. DARYL J. CHRISTIAN, L.S. 8554 MDS CONSULTING NOVEMBER, 2021 BASIS OF BEARINGS and SECTIONAL BREAKDOWN CITY OF RIVERSIDE COUNTY OF RIVERSIDE TRACT N0. �9y��y -PC 436730 gy c �O EL SOBRANTE RD. LAKE MATHEWS VICINITY MAP N.T.S. ENVIRONMENTAL CONSTRAINT NOTE ENVIRONMENTAL CONSTRAINT SHEET AFFECTING THIS MAP IS ON FILE IN THE OFFICE OF THE RIVERSIDE COUNTY SURVEYOR IN E.C.S. BOOK 4141 PAGE 7-3 . THIS AFFECTS ALL LOTS. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, (CCS83 ZONE 6, BASED LOCALLY ON CONTROL STATIONS "MATH", "ML FP' AND "NOCO" NAD 83(NSRS2011) EPOCH 2010.00 AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A COMBINATION FACTOR OF 1.00000266 CALCULATIONS ARE MADE AT THE SOUTHEAST CORNER OF SECTION 31, T3S, RSW, WITH COORDINATES OR N=2,257,911.64, E=6,201,977.31, USING AN ELEVATION OF 1343.20 EASEMENT NOTES SHEET 2 OF 11 SHEETS 0 — AN EASEMENT FOR EL SOBRANTE ROAD AND McALLISTER STREET AS SET FORTH — AN EASEMENT TO EL SOBRANTE MUTUAL WATER COMPANY FOR ROAD PURPOSES AND FOR THE CONSTRUCTION, MAINTENANCE, OPERATION, REPAIR AND REPLACEMENT OF A WATER PIPELINE, FOR INGRESS AND EGRESS AND INCIDENTAL PURPOSES, RECORDED SEPTEMBER 4, 1959, AS INSTRUMENT NO. 76896, O.R. IN DOCUMENTS RECORDED IN BOOK 378, PAGE 451; BOOK 382, PAGE 251, AND BOOK 421, PAGE 583, O.R., RIVERSIDE COUNTY RECORDS. 0 — AN EASEMENT TO CALIFORNIA ELECTRIC POWER COMPANY FOR PUBLIC UTILITIES AND ©— AN EASEMENT TO SOUTHERN CALIFORNIA EDISON COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED MARCH 22, 1983, AS INSTRUMENT NO. 83-53560, O.R. NOCO (NORCO COLLEGE) N=2,280,817.090 E=6,161,339.180 MLFP (MLFP SCGN CS1998) N=2,279,468.180 N 88'59'15.20" W 76,340.78' (GRID) E-6,237,668.040 _ __ ` —v — — ____ -� W N 8528'55 W 2698.12' 30 — — FD. 1" I.P. W/BRASS CAP, ( 85'2854" w 2698.15' IZ7) — — '31I 32 STAMPED LS 4218, UP 0.57, FD. 1" I.P. W/BRASS CAP DN \ AS SHOWN, ACC. AS N1/4 1 0.8', IN LIEU OF 1" I.P. W/CAP I SEC. 31, PER RS 151/80.I STAMPED "RN. CO. SURV."ACC. I / AS NW COR \ SEC. 32, PER RS o r' 163/91-95 & RS 151/80. I / 1/4s 20 N=2263160.459 �, ^� LS 4218 1 E=6201837.835 IRir I I co N o / N uj "i CN C4 \ I IN NN / � I I to win in 041 W\06 r.aS. FD. 2" IP, W/BRASS DISK I vv FD. 2" I.P., NO TAG, '�\ 1„1 1/4 STAMPED LS 4218, UP 0.5 STAMPED RE 2544 ON �• :� �l } S32 AS SHOWN, ACC. AS E1/4 COR. z EAST SIDE, UP 0.5' ACC. "noi 4iie SEC. 31, PER RS 63/91-95 I AS E1/4 COR. PER M.B. ` c & R.S. 151/80. �p1 314/63-71 & R.S. 151/80. z I �/ �r E o hhh z 2 — — — 28—N 252'0"W 560 —.40 — —� (—N 8-552—'04"— W 5608.52' R7) 70. 7 + 7374' (2737 .99—' R-7)4(870.53�R7� 9 c, ��,• o0 \I SCALE: 1" = 600' THE CONVERGENCE ANGLE OF qw. N coo I . j GRID NORTH IS -0'39'07.8" AT I o^,n�`�' AT MATH (LAKE MATTHEWS). I ce SFN, EST. BY M I \ M r- z I PROPORTION , ;� I SFN EST. BY I N Z. - 0000 / `�' PROPORTION I N N N N 28'25 W I 5580.38' o 0 0 / W w — N 85 w — I N N N N 89'29'51" W 2619.44' FD. 1" I.P., W/PLAS. PLUG, 1~ I —------�---- ----- ---- -- ----T---- PLS 6261, ACC. ^WWW (N 89'51 28 W 2620.53' R5 NO REF. FLUSH, I o I ) AS E. 1 /4 COR., SW 1/4 SEC. 32 _ I \ I N ' o ' I Ni PER RS 24/97-98. o -_ z z ^ INFO I SNI ZIP I �n w NLnin co vIN I oNlo_-.—� —IocooN MMIC -+- — — —-iClO1*00 SFN, EST. BY I ` MI / I , ; I b ^ tb c Cln PROPORTION I v z FD. GEAR SPK. & W., N Z I LS 7083, FLUSH, PERI I I I CROS -0072. N Lo FD. NAIL & WASHER, ILLEG., — — 2775.89' (2775.92' R7) I (N 89'43'11" W) I v I FLUSH, NO REF. ACC. AS --�- _ _ _ — 2776.73' (2776.77' R 1120.35' R2 _ _ _ — — — — — S 1/4 COR. SEC. 32 PER N 8504'31" W 5552.62' p o N 89'43'0 , W N 89'37'30x' W 1324.76' RS 24/97-98. (N 8504'23" W 5552.69' R7) ' 1120.39 (N 89'37 40" W 1325.01 R2) N 89'37 49" W MWD 195.35 " R.6W R.SW \h� `�' FD. 2" I.P. W 1 BRASS MATH (LAKE MATTHEWS) p FD. 2" IP, W/BRASS DISK ras. asw CAP, "MWD LS5113 1992" S31 N=2,257,399.850 `� STAMPED LS 4218, UP 0.5 S_'L DN 2.0' ACC. AS SW 1/4 S36 T3SFD. NAIL AND WASHER, PLS E=6,201,354.260 AS SHOWN ACC. AS SE COR. SEC. 31 PER R.S. 95 T4S " SEC. 31, PER RS 63/91-95 '-5.218 7083, FLUSH AT CL EL / 1992 FD. 1 STAINLESS STEEL ROD IN & R.S. 151 /80. / SOBRANTE ROAD PER CR 37-57 & R.S. 151/80. L.S. 5113 LARGE BOULDER UP 1.0', 50' NW N=2,257,911.63 08-0071, ACCEPTED AS OF BRASS DISK STAMPED STA. 57+82.57, PER M.B.429/84-103. E=6,201,677.31 1/16 COR SEC 5 IP# 210156 SCH. A SEC. 32, T3S, R5W INCIDENTAL PURPOSES, RECORDED MARCH 20, .R 1951 AS INSTRUMENT NO. 11979, O. 0 — AN EASEMENT TO CALIFORNIA ELECTRIC POWER COMPANY FOR CONSTRUCTION, MAINTENANCE, OPERATION, INSPECTION, REPAIR, REPLACEMENT AND REMOVAL OF ELECTRIC LINES AND TELEPHONE LINES AND CABLES, INCLUDING SUCH ADDITIONAL LINES AS MAY FROM TIME TO TIME IN FUTURE REQUIRE, UPON AND BY MEANS OF ONE LINE OF POLES, WITH SUPPORTING STRUCTURES, CROSSARMS, WIRES, GUYS, ANCHORS, FIXTURES AND APPURTANANCES FOR THE TRANSMISSION OF ELECTRIC ENERGY FOR ANY AND ALL PURPOSES FOR WHICH THE SAME MAY BE USED AND INCIDENTAL PURPOSES, RECORDED MARCH 23, 1951, IN BOOK 1255, PAGE 344, O.R. ®— AN EASEMENT TO CALIFORNIA ELECTRIC POWER COMPANY FOR POLE LINES AND IN- CIDENTAL PURPOSES, RECORDED NOVEMBER 6, 1952, IN BOOK 1414, PAGE 69, O.R. ©— AN EASEMENT TO SOUTHERN CALIFORNIA EDISON COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED MARCH 22, 1983, AS INSTRUMENT NO. 83-53560, O.R. NOCO (NORCO COLLEGE) N=2,280,817.090 E=6,161,339.180 MLFP (MLFP SCGN CS1998) N=2,279,468.180 N 88'59'15.20" W 76,340.78' (GRID) E-6,237,668.040 _ __ ` —v — — ____ -� W N 8528'55 W 2698.12' 30 — — FD. 1" I.P. W/BRASS CAP, ( 85'2854" w 2698.15' IZ7) — — '31I 32 STAMPED LS 4218, UP 0.57, FD. 1" I.P. W/BRASS CAP DN \ AS SHOWN, ACC. AS N1/4 1 0.8', IN LIEU OF 1" I.P. W/CAP I SEC. 31, PER RS 151/80.I STAMPED "RN. CO. SURV."ACC. I / AS NW COR \ SEC. 32, PER RS o r' 163/91-95 & RS 151/80. I / 1/4s 20 N=2263160.459 �, ^� LS 4218 1 E=6201837.835 IRir I I co N o / N uj "i CN C4 \ I IN NN / � I I to win in 041 W\06 r.aS. FD. 2" IP, W/BRASS DISK I vv FD. 2" I.P., NO TAG, '�\ 1„1 1/4 STAMPED LS 4218, UP 0.5 STAMPED RE 2544 ON �• :� �l } S32 AS SHOWN, ACC. AS E1/4 COR. z EAST SIDE, UP 0.5' ACC. "noi 4iie SEC. 31, PER RS 63/91-95 I AS E1/4 COR. PER M.B. ` c & R.S. 151/80. �p1 314/63-71 & R.S. 151/80. z I �/ �r E o hhh z 2 — — — 28—N 252'0"W 560 —.40 — —� (—N 8-552—'04"— W 5608.52' R7) 70. 7 + 7374' (2737 .99—' R-7)4(870.53�R7� 9 c, ��,• o0 \I SCALE: 1" = 600' THE CONVERGENCE ANGLE OF qw. N coo I . j GRID NORTH IS -0'39'07.8" AT I o^,n�`�' AT MATH (LAKE MATTHEWS). I ce SFN, EST. BY M I \ M r- z I PROPORTION , ;� I SFN EST. BY I N Z. - 0000 / `�' PROPORTION I N N N N 28'25 W I 5580.38' o 0 0 / W w — N 85 w — I N N N N 89'29'51" W 2619.44' FD. 1" I.P., W/PLAS. PLUG, 1~ I —------�---- ----- ---- -- ----T---- PLS 6261, ACC. ^WWW (N 89'51 28 W 2620.53' R5 NO REF. FLUSH, I o I ) AS E. 1 /4 COR., SW 1/4 SEC. 32 _ I \ I N ' o ' I Ni PER RS 24/97-98. o -_ z z ^ INFO I SNI ZIP I �n w NLnin co vIN I oNlo_-.—� —IocooN MMIC -+- — — —-iClO1*00 SFN, EST. BY I ` MI / I , ; I b ^ tb c Cln PROPORTION I v z FD. GEAR SPK. & W., N Z I LS 7083, FLUSH, PERI I I I CROS -0072. N Lo FD. NAIL & WASHER, ILLEG., — — 2775.89' (2775.92' R7) I (N 89'43'11" W) I v I FLUSH, NO REF. ACC. AS --�- _ _ _ — 2776.73' (2776.77' R 1120.35' R2 _ _ _ — — — — — S 1/4 COR. SEC. 32 PER N 8504'31" W 5552.62' p o N 89'43'0 , W N 89'37'30x' W 1324.76' RS 24/97-98. (N 8504'23" W 5552.69' R7) ' 1120.39 (N 89'37 40" W 1325.01 R2) N 89'37 49" W MWD 195.35 " R.6W R.SW \h� `�' FD. 2" I.P. W 1 BRASS MATH (LAKE MATTHEWS) p FD. 2" IP, W/BRASS DISK ras. asw CAP, "MWD LS5113 1992" S31 N=2,257,399.850 `� STAMPED LS 4218, UP 0.5 S_'L DN 2.0' ACC. AS SW 1/4 S36 T3SFD. NAIL AND WASHER, PLS E=6,201,354.260 AS SHOWN ACC. AS SE COR. SEC. 31 PER R.S. 95 T4S " SEC. 31, PER RS 63/91-95 '-5.218 7083, FLUSH AT CL EL / 1992 FD. 1 STAINLESS STEEL ROD IN & R.S. 151 /80. / SOBRANTE ROAD PER CR 37-57 & R.S. 151/80. L.S. 5113 LARGE BOULDER UP 1.0', 50' NW N=2,257,911.63 08-0071, ACCEPTED AS OF BRASS DISK STAMPED STA. 57+82.57, PER M.B.429/84-103. E=6,201,677.31 1/16 COR SEC 5 IP# 210156 SCH. A SEC. 32, T3S, R5W �9 J � SCALE: 1 " = 400' CD 400 200 0 400 GRAPHIC SCALE IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA WAA BEING A SUBDIVISION OF PORTIONS OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF SECTION 31, AND PORTIONS OF THE NORTHWEST QUARTER AND THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 3 SOUTH, RANGE 5 WEST, AS SHOWN ON MAP OF RANCHO EL SOBRANTE DE SAN JACINTO, FILED IN BOOK 1, PAGE 8 OF MAPS, SAN BERNARDINO COUNTY. DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING BOUNDARY SURVEY 800 1200 SURVEYOR'S NOTES BASIS OF BEARINGS: SEE SHEET 2 ----------I-------- I RECORD f � PM 86/39-40 (R2) N 8930'25" W 1 o '4"o co DATA 833.36' -- I I I I o N I I I u') co I I N cn I I o I I " I FD. 3/4 I.P. LO W M x I W/NAIL & TAG, LO PER RCE 862, DN. c - INDICATES 1 0.2' PER PMB P 1 1 86/39-40 z T.3S. 1 1I DATA 1/4 1 'N� I � S31 } S32 N 88'52'04" W PER R.5W. 1 5608.41' AS INST. LS 4218 _ SEC. 31 BOOK 1916, PAGE 214, O.R. (R9) w FD. 2" IP, W/BRASS DISK, 1 / w r- GRANT DEED RECORDED DECEMBER 31, STAMPED LS 4218, AS SHOWN, 1958, AS ,-ten LO UP 0.5', ACC. AS E1/4 COR. 1 �N I SEC. 31 RS 63/91-95 & - INDICATES RECORD PM 86/39-40. PER z I N (N 59'47'08" 6929'20" W W 409.13' 409.80' R9 L7 -------------------� 4934'38" 40'34'10" DETAIL "A" 174.28' 174.27' R3 • - INDICATES FOUND MONUMENTS AS NOTED HEREON. O - INDICATES FOUND 1" IRON PIPE T, AGGfD L.S. 8554, FLUS , PER TRACT No. 36730-1, M.B. 4 V1 , PG ��- O - INDICATES SET 1" IRON PIPE TAGGED L.S. 8554, FLUSH; AT ALL TRACT NOVEMBER, 2021 CORNERS AND ANGLE POINTS IN TRACT BOUNDARY, STREET CENTERLINE BC'S, EC'S, PCC'S, PRC'S AND INTERSECTIONS. SET LEAD AND TAG, L.S. 8554 IN TOP OF CURB (RIVERSIDE COUNTY STD. "E") FOR BC'S, EC'S, PCC'S, PRC'S AND CORNER CUTBACKS, PROJECTED PERPENDICULAR OR RADIAL FROM RIGHT OF WAY TO THE CURB AT AN OFFSET OF 9.75 FEET. SET LEAD AND TAG, L.S. 8554 IN TOP OF CURB (RIVERSIDE COUNTY STD. "E") ON SIDE LOT LINES PROJECTED AT AN OFFSET OF 9.75 FEET. THE OFFSET SHALL BE MEASURED RADIALLY OR AT RIGHT ANGLES FROM THE RIGHT OF WAY LINE TO THE CURB. SET LEAD, TACK & TAG, L.S. 8554, (RIVERSIDE COUNTY STD. "E') IN TOP OF WALL, AT REAR LOT CORNERS, UNLESS OTHERWISE NOTED. ALL MONUMENTS SET AND TAGGED PER ORDINANCE NO. 461.21. ALL MONUMENTS SHOWN AS "SET" SHALL BE SET IN ACCORDANCE WITH THE MONUMENT AGREEMENT FOR THIS MAP. THIS TRACT MAP CONTAINS 88 NUMBERED LOTS AND 10 LETTERED LOTS. THIS TRACT MAP CONTAINS 22.30 ACRES GROSS. CC&Rs RECORDEDApril SIN+ Zv�3AS INSTRUMENT NO.1,023-005'05'S_ FD 1" I.P. W/BRASS CAP DN �0.8', IN LIEU OF 1" I.P. W/CAP 30 29 STAMPED "RN. CO. SURV."ACC. - AS NW COR SEC. 32, PER 31 �32 MB 314/63-71. NO +lwc' O N N COW 10 0 N.T.S. FD. l/4" REBAR, DN. 1.0' :11 - FD. 1" IP, RCE 17550, FLUSH, ACC. AS It INT. MCALLISTER & BLACKBURN PER MB 328/25-27 --- N 88'52'04"-W_ TM) , No 937 NO REF., ACC. AS NW COR. BK 1916, PG 214-217, O.R., z z SET BRASS CAP, LS 8554 N 88'30'25" W 833.36' L10 (N 8953" W 833.36' R8 L12 L11 _ _ 5fi01�i.41' _ I '00 - � SE TION 31 T llf ►�� ° o/�3g-40 CD a, Lo Z F NAIL & TAG, RCE to FD. COPPERWELD, STAMPEDE IN BOULDER,-� "EC 21377 1992', DN. 0.3' II I P R PM 86/39-40� DISTURBED, NOT ACCEPTED, i 1- 1 1 1 EST. AT REC. DIST. PER (R6) ' 1 ►- -� 1 �, SFN, EST. AT REC. DIST. PER (R4) --A 1 TRACT No.®o o o o C�~ MID 298/66-74 /66-774 L 1 0 0' N 88'28'25" W'bo,� O _1J 33' FD. 1" I.P., LS 5346, FLUSH, PER MB 314/63-71 I� " 1 SEE DETAIL J A ABOVE L� -I-2-- FD. 3/4" I.P., W/NAIL & RECORD RCE 862, FLUSH, ITAG, PER PM 86/39-40 (R2) - INDICATES o '4"o co DATA N lt') c0 v I oo - INDICATES N N DATA SURVEYOR'S NOTES, CONTINUED SHEET 3 OF 11 SHEETS (R1) - INDICATES RECORD DATA PER RECORD OF SURVEY, RS 63/9195. (R2) - INDICATES RECORD DATA PER RECORD OF SURVEY, RS 95/37-59. (R3) - INDICATES RECORD DATA PER PARCEL MAP, PMB 86/39-40. (R4) - INDICATES RECORD DATA PER TRACT NO. 28873, MB 314/63-71. (R5) - INDICATES RECORD DATA PER RECORD OF SURVEY, RS 24/97-98. (R6) - INDICATES RECORD DATA PER TRACT NO. 29372, MB 328/25-27. (R7) - INDICATES RECORD DATA PER RECORD OF SURVEY, RS 151/80. (R8) - INDICATES RECORD DATA PER GRANT DEED RECORDED MAY 23, 1956 N N AS INST. NO. 36287 IN BOOK 1916, PAGE 214, O.R. (R9) - INDICATES RECORD DATA PER GRANT DEED RECORDED DECEMBER 31, E E 1958, AS INST. NO. 94197 IN BOOK 2389, PG. 19&20, O.R. ( ) - INDICATES RECORD DATA PER TRACT NO. 36730-1, M.B.4fol P -s" 77T- INDICATES ACCESS RIGHTS RESTRICTED A FINAL PROJECT SPECIFIC WATER QUALITY MANGEMENT PLAN (WQMP) MAY BE REQUIRED PRIOR TO ISSUANCE OF A GRADING OR BUILDING PERMIT. IF REQUIRED, THE WQMP SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE COUNTY OF RIVERSIDE'S MUNICIPAL STORMWATER PERMIT WHICH ARE IN AFFECT AT THE TIME THE GRADING OR BUILDING PERMIT IS ISSUED. THE WQMP SHALL BE SUBMITTED TO THE TRANSPORTATION DEPARTMENT FOR REVIEW AND APPROVAL. -------------------� I I I I 1 � SEARCHED, I FD. NOTHING, SET NOTHING I �T I I INST. #94197 \ REC. 12/31/58 / ----------------- DETAIL "B" N.T.S. ESTAB. POINTS AT RECORD DISTANCE AND ANGLES PER GRANT DEED RECORDED MAY 23, 1956, AS INST. No. 36827 IN BOOK 1916, PAGES 214-217, O.R., LINES HAVE BEEN ROTATED TO MEET REC. DIST. OF THE FD. MON. LOCATED SOUTH WESTERLY PER GRANT DEED REC. DEC. 31. 1958, AS INST. No. 94197, IN BOOK 2389, PAGES 19&20, O.R. L15' --*'SEE AI ABOVE �rl\ FD. 3/4" I.P., W/NAIL, NO TAG, DN. 0.2', NO REF., ACC. AS ANGLE BK 2389, PG.19-201 PT. PER R9, SET TAG LS 8554 - REC. 12/31 /58 -� LFD. 1" I.P., NO TAG \\ I 1 SFN, EST. BY REC. DIST. & ANGLE FROM S'LY UP 0.2', PER PM V� " MON. PER GRANT DEED REC. DEC. 31, 1958 � FD. 3/4 I.P., W/NAIL & 86/39-40 & PLAT YE -18 TAG, RCE 862, FLUSH, o M i IN BK. 2389," PG. 19&20, O.R. SET TAG, LS 8554 I PER PM 86/39-40 00 o FD. 3/4 I.P., W/N&T, (ILLEGIBLE), SE COR. NE1/4, C) N l DN. 0.2', NO REF., ACC. AS ANGLE NTY LINE, S1/2 SE1 /4, SEC. 31 I \ PT. PER R9 SW1 /4, SEC. 32 N 89'29'51" W 2619.44' (N 89'51)28" E 2620.53' R5) _ 5580.38' _ _ 1309.72' �0 to I 1309.72' (1310.38' R5) 928.57' - - - - o - - ---I- - - FD. 1" I.P., W/PLAS. PLUG, SFN, EST. AT MID -PT. i__ M I PLS 6261, NO REF., FLUSH, ACC. LLJ 1--BTWN. FD. MONS. z +� SFN, EST.AT REC. DIST. & ANGLE Ln Wc (� AS E. 1/4 COR., SW 1/4 SEC. 32 I w w w ?� FROM W'LY MON. PER GRANT _ I PER RS 24/97-98. U) roiiid I z DEED REC. DEC. 31, 1958 IN J �I Lo� co Lib I SK. 2389, PG. 19&20, Q.R. LO �to Lo "' _ co I SFN, EST. BY �� j FD. 3/4" I.P., NO TAG, (RUSTED) boN I � 1 U z�� PRORATION FROM '9 I DN. 0.3', N 45'10'29" E 0.56', NO oar SEE DETAIL C" BELOW J SFN, EST. BY - THE E1/16TH COR. 657.49' REF., NOT ACC., EST. BY PRORATION _'M PRORATION - FD. 3/4" I.P., W/PLAS. FD. 1" I.P., LS 5346, FLUSH, L w-11 BETWEEN FD. ao 986.23' 328.44' 329.05' 986.23'" (986.46' CALL. R5) W I C 11 0 1314.67 1315.28 (N 89 47 4 E 1315.28 R5) w PLUG, ILLEGIBLE, NO REF., PER MB 314/63-71 I J mn MONUMENTS M I N 89'34'54" W w 2629.95' (2630.52' C. R5) ^ I o� DN. 0.2' ACC. AS E. 1/16 w s i i Ln o COR. OF SW 1/4 SEC. 32. I ��Q�� ®e 2� o �� I I r J LO v N LY LINE, M ^ SW COR. �, PER RS 24/97-98. :- .- �* I S 1 /2 S 1 /2, rn I I I PAR. 3, R5 -( b MIS 394/63-71 I � � � o � � sw1 j4, SEC. 32 N n o FD. GEAR SPK. & W., uco SFN, EST. BY -12- I LS 7083, FLUSH, PER FD. NAIL & WASHER, ILLEG., 36 L 11 -�-�, �� i PRORATION z L21 CR08-0072. ' FLUSH, NO REF. ACC. AS -A_ 4712.73' i---==�-T-- --- , _-- _ S 1/4 COR. SEC. 32 PER _ ' 990.19 - - 859.94'- - - RS 24 COR. . N 88'04'31"-W 555T62'- - -= 839.89' N 89'43'08" W 1120.39' - - - - - -464.68' L22 (N 88'04'31" W 5552.40' R4) (839.96' R4) 6 (N 89'43'11" W 1120.35' R2) 5 N 89'37'30" W 1324.76' �FD. NAIL AND WASHER PLS 708 L 3, FROM EFD. MON. T B.C. ANGLE EL SOBRANTE ROAD FD GEAR SPK.3&' WASHER LS 1325.01'R2) PERSH AT CL EL CR 08-00715 ACC. AS NTE 1D. /16 MCALLISTER ROAD. FD. 2" I.P. W/ 1„ T.3S. R.5W BRASS CAP .31 S32 FD. 2" I.P. W/ 1" BRASS - MWD LS5113 1992 DN 2 0' �- DISK UP 0.5 LS 4218, PER R.S. 95/37-57 & M.B. S 6 ACC. AS SEC COR. PER ,37' 314/63-71. L.S. 4218 R.S. 105/11-15. I F 33 nS36 I LL! i I W M N i L28 I (N 89'28'27" E) I I CURVE DATA # DELTA RADIUS LENGTH Cl (R4) 8'45'21 (645'15" 1200.00' 1200.00' 183.38' 183.54') C2 4'33'03" 3000.00' 238.28' C3 1 6757'41" 1 1200.00' 145.80' EASEMENT NOTES SEE SHEET 2 NOT A PART, PER QUITCLAIM DEED RAD L29 RECORDED OCTOBER 5, 1988, AS INSTRUMENT NO. 288800, O.R. I FD. 1-I.P., LS 5346, 309 1 15' J I FLUSH, PER M.B. 314/63-71. L25 I i W I I I.- CO w L26 I I I � I J o CD I I I J `D ^ o Q ,o I r� � _ rn 33' 37' jl �- DETAIL "C" N.T.S. FLUSH, �_ EL SOBRANTE RD. PER CR COR. SEC. 5 08-0073, ACC. AS NW COR. SEC. 5 IP# 210156 SCH. A SEC. 32, T3S, R5W COURSE DATA COURSE DATA # BEARING DISTANCE # BEARING DISTANCE L1 N (N 82'30'42" 81'53'00" E E 30.00' 30.00' R8 L14 N N 51'54'25" 5717'00" W W 80.00' 80.00' R8 L2 N (N 56'31'52" 56'30'20 E E 265.20' 265.30' R3) L15 N (N 56'12'25" 56'35'00" W W 102.00' 102.00' R8 L3 N N 7838'08" 78'39'40" W W 387.96' 387.92' R3 L16 N N 4932'25" 4955'00" W W 47.97' 47.97' R8 L4 N N 69'10'47" 69'09'10" E E 203.80' 203.70' R3 L17 N N 19'50'18" 1913'45" E E 287.91' 287.44' R9 L5 N N 19'07'12" 19'06'20" E E 199.25' 199.45' R3 L18 N N 86'47'08" 87'24'30" W W 371.07' 371.07' R9 L6 N (N 14'40'51" 14'41'30" W W 167.75' 167.72' R3) L19 N (N 59'47'08" 6929'20" W W 409.13' 409.80' R9 L7 N N 4934'38" 40'34'10" E E 174.28' 174.27' R3 L20 N N 59'51'58" 6929'20" W W 115.72' 115.78' R9 L8 N (N 24'13'58" 24'13'50" E E 200.16' 200.11' R3) L21 N 89'43'08" W 130.20' L22 N 89'37'49" W 195.35' L9 N (N 01-45'15 01'45'13" E E 293.55' 293.54' R3)N L23 N 40'32'25" 40'55'00" W W 75.00' 75.00' R8 L10 N N 17'57'55" 18'20'30" W W 47.22' 47.22' R8 L24 N N 40'32'25" 4956'00" W W 27.03' 27.03' R9 L11 N N 61'12'55" 61'35'30" W W 50.00' 50.00' R8 L25 N 88'43'57" W 45.00' L26 N 88'43'57" W 8.00' L12 N N 36'03'55' W 36'26 30 W 45.00' 45.00' R8 L27 N 01'16'03" E 50.46' L13 N N 06'31'25" 06'54'00" W W 165.00' 165.00' R8 L28 N 89'30'39" W 8.61' L29 N 89'30'39" W 45.61' IP# 210156 SCH. A SEC. 32, T3S, R5W 5� 200 100 0 SCALE: 1 " = 200' 200 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 36730-2 BEING A SUBDIVISION OF PORTIONS OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF SECTION 31, AND PORTIONS OF THE NORTHWEST QUARTER AND THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 3 SOUTH, RANGE 5 WEST, AS SHOWN ON MAP OF RANCHO EL SOBRANTE DE SAN JACINTO, FILED IN BOOK 1, PAGE 8 OF MAPS, SAN BERNARDINO COUNTY. 400 DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING NOVEMBER, 2021 -Wo SHEET INDEX aX - INDICATES SHEET NUMBER NOTE: LOTS 32, 73, 74, 79, 80, 81, 82 AND 83 SHALL BE CONSIDERED "NON -BUILDABLE LOTS UNTIL SUCH TIME AS INSTRUMENT NO. 83-53506, O.R. HAS BEEN QUITCLAIMED. GRAPHIC SCALE I r � I rrrr I I rr I r I � � I-----------I ----------------J----� i I I I r I I ► I rr I I II I rr I I r�, I I � I i I III � I I � --- I T-� I 1 II I \ J ' I 1 _' I 1 1 L_ -1 J4 1I r '-- 1 1 1 OPEN SPACE v,__-1 1 73 I 1 ' i 1..- - - 'i L _ _ I LOT NI -111- 64 H" I 3766J \ 36 �38� I I � � s2� X67 I 1 1 r_ - - 1- - - + i 35 I 1 39 61 1 1 68 78 \ 76 34 1 1-40 6( I 1 I PRIVATE WATERI--- --I I— --4 l 69 I 1 1 1 1 N QUALITY I I 41 BASIN 59 �, LOT 84- OPEN 4- 71 32 1 42 58 SPACE l 57 � 31 � \✓ 43 (-- 30 >\ \ � /44 45 56 75 \<29 28 % \ �J (� 46/54 7531 52 I I I I 77 - - - I I III WATER 25 `\ ✓ 8 I -1 - - - I QUALITY \l' \ 49 50 • I I I I BASIN ff i0� 24 /�� ��r>v 51 23 %� 9 .\/12 �� 22 2 j \CC• 13 14� 1 l 20 19 r. 15 l I I' 2 /o 17 1 q Jam/ 16 - -OI --(` T \ 17 T j JI 3 \ �6 \ �l 175 p ('— r T r ,\ 8 9 18 OPEN SPACE -� 4 5 ) __ jj_4 SPACE i �� OPEN SPACE 11 (PLOTTED EASEMENTS) OEM 0 SHEET 4 OF 11 SHEETS ------------------------�` I � o 6 <w,10 \ \ o; oUJ I rn I --- \ r4 I � I N 01'06' 15" E 12.0' N z N 89'43'08" W 19.0' 1650.1' TO o ESW LINE,LY j EL 30BRANTE ROAD SEC. 32 I I - N 89'43'08" W 990.19' ---------------------- DETAIL "A" N.T.S. LOT "K" VBRRIER STRIbl 610 �- LOT 87 /OPEN SPACE 12 13 14 LOT „C. _ 56 57 t 52 a 51 0 50 J LOT 44 43 I 42 I 41 49 48 47 46 45 61 lam' 64 65 66 67 68 LOT "E" LOT 88 EN SPACE 20121122123124125 l / I i I I i i i I 1 i I I I I I I I 26 I I --LOT "G" 76 77 I 75 31 30 29 28 27 78 I 74% 79 6- 73 80 7 x;;81 71 10 82 1 70 1 LOT 86 8 OPEN SPACE 69 �` 40 39 138137136 j,"",32 35 34 336 SEE DETAIL "A" ABOVE ----------� _- --_--"----� _ - LOT 85 OPEN SPACE - -_LOT " F"-- --_----- -------------------------- - - - _ _ LOT "J'�---- ------_ — -_ — ----_ --_ _ -- '----___------------------- @,a SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 IP# 210156 SCH. A SEC. 32, T3S, R5W 120 60 0 SCALE: 1 " = 120' 120 GRAPHIC SCALE IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 36730-2 BEING A SUBDIVISION OF PORTIONS OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF SECTION 31, AND PORTIONS OF THE NORTHWEST QUARTER AND THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 3 SOUTH, RANGE 5 WEST, AS SHOWN ON MAP OF RANCHO EL SOBRANTE DE SAN JACINTO, FILED IN BOOK 1, PAGE 8 OF MAPS, SAN BERNARDINO COUNTY. DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING NOVEMBER, 2021 240 360 LOT "K" (1' BARRIER STRIP) L4 p L12 Go L9 Li 1 N 872 L10 I 11 194.52 3 87 \ 15 OPEN SPACE \ 10 12 13 14 Cl 16 ?-1 FD. 3/4" I.P., W/N&T (ILLEGIBLE) _ DN. 0.2', NO REF., ACC AS ANGLE 84 9 _ LO R. n PT PER (R9) — OPEN SPACE pRY CRE 17 Z-3- s 8 56 18 OPEN S 57 PACE 7 1 55 58 19 (N 8647'08" w 371.07') V 6Q-20 59 , 20 21 22 23 24 25 \Q- I 26 5 •-. �' 53 - SHEET 5 OF 11 SHEETS CURVE COURSE DATA If DELTA BEARING LENGTH DISTANCE L1 N 00'16'52" E 47.13' L2 N 0656"1 l" W 95.04' L3 N 4923'09" E 39.00' L4 N 76'21'57" W 29.24' L5 N 51'23' 10" E 68.23' L6 N 14'06'41" W 56.00' L7 N 2604'22" E 22.92' L8 N 23'44'36" W 35.21' L9 N 8705'52" E 11.35' L10 N 89'24'34" E 125.34' L11 N 39'08'18" E 25.28' L12 N 8758'07 E 5.00' L13 (N 59'51'58" W 115.72' L4 p L12 Go L9 Li 1 N 872 L10 I 11 194.52 3 87 \ 15 OPEN SPACE \ 10 12 13 14 Cl 16 ?-1 FD. 3/4" I.P., W/N&T (ILLEGIBLE) _ DN. 0.2', NO REF., ACC AS ANGLE 84 9 _ LO R. n PT PER (R9) — OPEN SPACE pRY CRE 17 Z-3- s 8 56 18 OPEN S 57 PACE 7 1 55 58 19 (N 8647'08" w 371.07') V 6Q-20 59 , 20 21 22 23 24 25 \Q- I 26 5 •-. �' 53 - SHEET 5 OF 11 SHEETS CURVE DATA DELTA RADIUS LENGTH Cl 14'36'46" 800.00' 204.03' C2 38'40'40"450.00' 303.77' C3 24'30'09" 328.00' 140.27' C4 I 05' 16' 13" 1 828.00' 1 76.16' L4 p L12 Go L9 Li 1 N 872 L10 I 11 194.52 3 87 \ 15 OPEN SPACE \ 10 12 13 14 Cl 16 ?-1 FD. 3/4" I.P., W/N&T (ILLEGIBLE) _ DN. 0.2', NO REF., ACC AS ANGLE 84 9 _ LO R. n PT PER (R9) — OPEN SPACE pRY CRE 17 Z-3- s 8 56 18 OPEN S 57 PACE 7 1 55 58 19 (N 8647'08" w 371.07') V 6Q-20 59 , 20 21 22 23 24 25 \Q- I 26 5 •-. �' 53 - SHEET 5 OF 11 SHEETS I i i I I I i I i i I SFN, EST.AT REC. DIST. & ANGLE FROM WTY MON. PER GRANT DEED REC. DEC. 31, 1958 IN , BOOK 2389, PAGE 19 RIV. CO. REC. \AN 60 LOT "G" _ 4 LOS CARNEROS COURT 52 61 76 77 a T 3 > 31 0 51 62 75 lw 78 > 50 ir ; LL � J \ �� LOT " " z 49 64 � l Ir 73 1 �; 80 F- 30 1 29 1 28 _ (N 89'34'54" W 657.49') SFN, EST. BY PRORATION FROM THE E1/16TH COR. VEED R DR Lj w O 0 w 86 48 65 W 72cr OPEN SPACE L44cr- 47 66 a=c 71 ; ; I w i / J 82 1J M / W 43 46 67 70 ; 42 45 68 6904 M 0- z LOT "E„ ` ` O 41 HIGH VALLEY DRIVE , , ; 6 '= SEE SHEETS 7 AND 10 �\ 40 39 38 37 36 35 34 33 �'` 32 85 OPEN SPACE 1 °; m-QmpANTE ROAD - - - - - - - - - ' 27 ��3J FD. 3/4" I.P., NO TAG, (RUSTED)-/ DN. 0.3, N 45'10'2T E 0.56', NO REF., NOT ACC., EST. BY PRORATION. NOTE: LOTS 32, 73, 74, 79, 80, 81, 82 AND 83 SHALL BE CONSIDERED "NON—BUILDABLE' LOTS UNTIL SUCH TIME AS INSTRUMENT NO. 83-53506, O.R. HAS BEEN QUITCLAIMED. 31 32----- L1) '�__..�_--780.93' LOT ����� � --- - � 130.20�-------------------------------------- - '-' -- ��----- (990.191) � - - - - - - - - - (N 89'43'08" W 1120.39') ------------- ---------- 6 5 FD. f I.P. W/ 1" BRASS DISK UP 0.5' LS 4218, ACC. AS SEC COR. PER R.S. 105/11-15. L3S. R.5W S31 �S32 S6 L.S. 4218 BASIS OF BEARINGS SEE SHEET 2 EASEMENT NOTES SEE SHEET 4 FD. GEAR SPK. & WASHLR LS 7083, FLUSH, �- EL SOBRANTE RD. PER CR 08-0073, ACCEPTED AS NW COR. SEC. 5. IP# 210156 SCH. A SEC. 32, T3S, R5W 1 I I I I i i I I I i I i i I SFN, EST.AT REC. DIST. & ANGLE FROM WTY MON. PER GRANT DEED REC. DEC. 31, 1958 IN , BOOK 2389, PAGE 19 RIV. CO. REC. \AN 60 LOT "G" _ 4 LOS CARNEROS COURT 52 61 76 77 a T 3 > 31 0 51 62 75 lw 78 > 50 ir ; LL � J \ �� LOT " " z 49 64 � l Ir 73 1 �; 80 F- 30 1 29 1 28 _ (N 89'34'54" W 657.49') SFN, EST. BY PRORATION FROM THE E1/16TH COR. VEED R DR Lj w O 0 w 86 48 65 W 72cr OPEN SPACE L44cr- 47 66 a=c 71 ; ; I w i / J 82 1J M / W 43 46 67 70 ; 42 45 68 6904 M 0- z LOT "E„ ` ` O 41 HIGH VALLEY DRIVE , , ; 6 '= SEE SHEETS 7 AND 10 �\ 40 39 38 37 36 35 34 33 �'` 32 85 OPEN SPACE 1 °; m-QmpANTE ROAD - - - - - - - - - ' 27 ��3J FD. 3/4" I.P., NO TAG, (RUSTED)-/ DN. 0.3, N 45'10'2T E 0.56', NO REF., NOT ACC., EST. BY PRORATION. NOTE: LOTS 32, 73, 74, 79, 80, 81, 82 AND 83 SHALL BE CONSIDERED "NON—BUILDABLE' LOTS UNTIL SUCH TIME AS INSTRUMENT NO. 83-53506, O.R. HAS BEEN QUITCLAIMED. 31 32----- L1) '�__..�_--780.93' LOT ����� � --- - � 130.20�-------------------------------------- - '-' -- ��----- (990.191) � - - - - - - - - - (N 89'43'08" W 1120.39') ------------- ---------- 6 5 FD. f I.P. W/ 1" BRASS DISK UP 0.5' LS 4218, ACC. AS SEC COR. PER R.S. 105/11-15. L3S. R.5W S31 �S32 S6 L.S. 4218 BASIS OF BEARINGS SEE SHEET 2 EASEMENT NOTES SEE SHEET 4 FD. GEAR SPK. & WASHLR LS 7083, FLUSH, �- EL SOBRANTE RD. PER CR 08-0073, ACCEPTED AS NW COR. SEC. 5. IP# 210156 SCH. A SEC. 32, T3S, R5W o< IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 6 OF 11 SHEETS TRACT NO. 36730�2 BEING A SUBDIVISION OF PORTIONS OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF SECTION 31, AND PORTIONS OF THE NORTHWEST QUARTER AND THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 3 SOUTH, RANGE 5 WEST, AS SHOWN ON MAP OF RANCHO EL SOBRANTE DE SAN JACINTO, FILED IN BOOK 1, PAGE 8 OF MAPS, ` ^ SAN BERNARDINO COUNTY. V, DARYL J. CHRISTIAN, L.S. 8554 MDS CONSULTING NOVEMBER, 2021 z 00. 5d °g �oo' �'�p-9 LOT 111<11�l •� �,0� `c �Q� (1' BARRIER STRIP) N N F, 26'04 �� \� "+ "' N 2 \\ ^. • ��� ��G\ \\,s 22.92, 2„ E <<,fig. �.o`L 2 s ul h`L���/ • 1��� N,n N 0'51'43" W �� \ a� rn 1� Rp0 N 8220'34'60.03194.52 Fz 11' 28.15' �+ 1�J 71'ro� , ° R vN � � o � v Z � N4I9 N \s' � 14 13 N 6,541 SF �o N5 -;o12 oli W �� y\ � o co r 1-P= � 90 \ 00 0 00 ° L=4.71 \ � � � w1 - X17 , ' ,RAD C12 is � (.0- 49.44', E 104•j4 N W z - °' `� ��� N 8u3511 K pRIVE W EE _ W 9 �' N DRY RN� F S-CRES;� \ w W 57„ E N-00 N N_ 351 _ 1481_- 11 �-+�► N� N r s N 7 617 'rn RAD La 80 35 E LOT C r ' RP 30 \ J N 80 02,54' E 93.32 '-6 y r 106.2 RAD r' N 80 35' 13 E 33.90' '� ��72.34' z 40 20 SCALE: 1 " = 40' \ coN N 0 o P �' L19 0 40 80 120 ` 7 8 0 L18_ - _ _ P L18 6'S6A r M �O) o" ' �}, Lk 5 6' �' F d" , GRAPHIC SCALE I „ E 9071, N 28, i 28 0 N 133-1 8 06 Q • �N B332'26 0 E ul 8� O � N AD �n �� C�T �lOo o 36i130o �� i wLo IJVIIo o V 1 P&.3r&� > 0) N o6 LY I -,o o') io a E 90.35' W (n r -'t 6 �_ N 831806" JLr) !/ I t... Lo Lu Lo LoLn Q d Q ;n � z N PRWATE PARK O > Z o > toZ-� Z cc 6 Loa 18'06" 56 57 J N c 90.00' oo\ W Z 55 Lp P pW 58 o � 8'06' E 90.22' IZo Z- w Z z 54 0 U oCD Lu < qt ,+ E 90.00' W o - p go 0-0- W N 8318'06Lo *CD Ln N 8318'06 U, Ia 6'• ► Ln ;r, o 5 rloo� z 00 M _ 06 o o L18 °= 39' o 4- 'r' �, -L18 -cn m �- - r- 53 r o o r? z E 92.00' co / RAD N 83 58' 22" �, ,,, a? v v a,• N 855954 E �; bo 1 `J ' \_------ w w C � p 0 o RAD N w N ^, RAD N 86'14'46 E g1.89 r ^ g N BIG c '� � ^ - o� ,�to VALLEY COURT � � U-) 4co CDb'o O) ------ - a om oo cn 52 Lo CD� C) ICD o - � RAD N 89'00'55" E 95.46' - o �"- r r- Lo o 1 x r- O - II r -�--------� a �N 86'23'09_W - ,`; 1 J co w 4- - N RAD N 89'38'24!' W 93.31 Z I o RAD 00 Lo o - I II PP N r) ciL20_ L20_ I 39' N N N 880830 W 102.26' ° II J 52 fir'? I • CURVE COURSE DATA # # RADIUS BEARING Cl DISTANCE (L1) (N 38'36'50" W 56.00') L2 N 44'25'49" E 30.81' L3 N 2704'39" W 30.81' L4 N 7333'33" W 22.92' L5 N 81' 19'25" W 30.65' L6 N 88'08'30" W 33.65' L7 N 46'51'30" E 21.21' L8 N 81' 19'25" W 21.93' L9 N 61'08'07" W 6.08' L10 N 27'59'07" W 28.05' L11 N 23'44'36" W 35.21' L12 N 08'17'59" W 11.09' L13 N 5552'29" W 20.67' L14 N 66'15'24" E 56.00' L15 N 3322'30" W RAD 28.00' L16 N 14'06'41" W RAD 28.00' L17 N 77'39'48" E RAD 28.00' L18 N 83'18'06" E 28.00' L19 N 06'41'54" W 3.08' L20 N 88708'30" W 28.00' L21 N 01'51'30" E 28.00' L22 N 81'19'35" W 39.00' L23 N 66' 15'24" E 28.00' L24 N 9'24'27" W 28.00' 18'06" 56 57 J N c 90.00' oo\ W Z 55 Lp P pW 58 o � 8'06' E 90.22' IZo Z- w Z z 54 0 U oCD Lu < qt ,+ E 90.00' W o - p go 0-0- W N 8318'06Lo *CD Ln N 8318'06 U, Ia 6'• ► Ln ;r, o 5 rloo� z 00 M _ 06 o o L18 °= 39' o 4- 'r' �, -L18 -cn m �- - r- 53 r o o r? z E 92.00' co / RAD N 83 58' 22" �, ,,, a? v v a,• N 855954 E �; bo 1 `J ' \_------ w w C � p 0 o RAD N w N ^, RAD N 86'14'46 E g1.89 r ^ g N BIG c '� � ^ - o� ,�to VALLEY COURT � � U-) 4co CDb'o O) ------ - a om oo cn 52 Lo CD� C) ICD o - � RAD N 89'00'55" E 95.46' - o �"- r r- Lo o 1 x r- O - II r -�--------� a �N 86'23'09_W - ,`; 1 J co w 4- - N RAD N 89'38'24!' W 93.31 Z I o RAD 00 Lo o - I II PP N r) ciL20_ L20_ I 39' N N N 880830 W 102.26' ° II J 52 fir'? I • CURVE DATA 92.88' # DELTA RADIUS LENGTH Cl 05' 14'20" 300.00' 27.43' C2 09'03'54" 300.00' 50.43' C6 05'14'20" 272.00' 24.87' C7 06'49'06" 300.00' 35.70' C8 06'49'05" 272.00' 1 32.37' C9 06'49'05" 267.00' 31.77' C10 06'49'05" 328.00' 39.03' C11 04'12'41" 262.00' 19.26' C12 1 05'16'26" 100.00' 9.20' 18'06" 56 57 J N c 90.00' oo\ W Z 55 Lp P pW 58 o � 8'06' E 90.22' IZo Z- w Z z 54 0 U oCD Lu < qt ,+ E 90.00' W o - p go 0-0- W N 8318'06Lo *CD Ln N 8318'06 U, Ia 6'• ► Ln ;r, o 5 rloo� z 00 M _ 06 o o L18 °= 39' o 4- 'r' �, -L18 -cn m �- - r- 53 r o o r? z E 92.00' co / RAD N 83 58' 22" �, ,,, a? v v a,• N 855954 E �; bo 1 `J ' \_------ w w C � p 0 o RAD N w N ^, RAD N 86'14'46 E g1.89 r ^ g N BIG c '� � ^ - o� ,�to VALLEY COURT � � U-) 4co CDb'o O) ------ - a om oo cn 52 Lo CD� C) ICD o - � RAD N 89'00'55" E 95.46' - o �"- r r- Lo o 1 x r- O - II r -�--------� a �N 86'23'09_W - ,`; 1 J co w 4- - N RAD N 89'38'24!' W 93.31 Z I o RAD 00 Lo o - I II PP N r) ciL20_ L20_ I 39' N N N 880830 W 102.26' ° II J 52 fir'? I • 1° N �� � 92.88' 50 0 516' :" o V- o "�° L8 2 Locco 0� o r7 I L6 I a; / 51 ' •Z c L5 W o CS o0 00 \1 I 7 8' W r%j _ Wp N N LOT 'All W o N I o - o N 88'08'30" W 111.32' N r W o / a� •dam co Z W 76.65' �' '� o co 00 u') M z 'O 1� _ L22 �, 5°� 1 0 0 '- W �� CD o ,.n 28+ z 28, r VEEDER DRIVE EASEMENT NOTES SEE SHEET 2 SEE SHEET 9 51 N 8747'03" W 1° N �� � 92.88' 50 0 516' :" o V- o "�° L8 L20 Z CD n C9 L6 N 87'47'03" W / 51 ' •Z L5 W o CS Ln L6 \1 I N 8_1'19'35" Wp N N LOT 'All °p N 0 / 57.00 -p0 87.65' N 0 419.68' a'"' LS-�--C7 N 88'0_8' 0" W 76.65' 1 SURVEYOR'S NOTES SEE SHEET 3 \\% �. 39' I zj N M "' T 33.65' _ 43.00' 28' j VEEDER DRIVE EASEMENT NOTES SEE SHEET 2 SEE SHEET 9 51 N 8747'03" W 92.88' 50 0 0 6 N 87'47'03" W 92.50' w 0 49 0 ' o 0 N 87'47'03" W 92.13' 48 59 mc 61 on 63 me IP# 210156 SCH. A SEC. 32, T3S, R5W 40 20 0 SCALE: 1 " = 40' 40 80 GRAPHIC SCALE N IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEING A SUBDIVISION OF PORTIONS OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF SECTION 31, AND PORTIONS OF THE NORTHWEST QUARTER AND THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 3 SOUTH, RANGE 5 WEST, AS SHOWN ON MAP OF RANCHO EL SOBRANTE DE SAN JACINTO, FILED IN BOOK 1, PAGE 8 OF MAPS, SAN BERNARDINO COUNTY. DARYL J. CHRISTIAN, L.S. 8554 MDS CONSULTING NOVEMBER, 2021 120 194•�� �p.78' w Rwl pa, LO 0� -F N z cr 00 go ti x.9m 2s0&1 6 ?8, F '34 E 125.34' Z00 I me o �Lp 15 N 858'04" E 107.70' 19.1 88.53 f 102.64' 87 0.04 AC. OPEN SPACE 3 °� D L 4.50' 4=34 0' 0�' N 32749'3 E 5.uv - o .1841" D=104' 4329" RAD 16 w z L=4.71 N 15� g9' E 55.30 1 ��o 'S`�5900 -� C1 6 sr� Oo N 6T ro o 104.74' E „_ N $035'1 A=15' 15' 56" oo. , cD EEK R_300.00' L=79.93' �\ �. N 83 05 37" E 87.51 Z Y CR :moo---c� ---F - DaLn 15 N J i 5C 2.�„ �,5 do00 LAo 00 69 CA H N IVATE $TFI -el) 0,30 Sq 0 N55,'� � w� o ►N 17 N �o 80' 35' 1 �' E 106'33.c�0' I �1� O p ti? ,,� o o- Q Q p %0.r` 88 z I % .P p= cn °' M 95.07' 0.03 AC. '3�" E ��' ' n w b� N 8305'37" E OPEN 31 N 2$ cr 57 �, L3 - S PAC E 56 R _ L3 v N I N• �' 2$' ^ 1 8 o rn z 55 t 58 o1A 0 3 0 54 0 59 oCO S c" I rn 53 60 �J rn t cq rn 52 � b 61 Lo Lo :;t z RAD N 89'41'51" N d' M 51 62 LO N 8747'0; 91.00' 50 0 63 co t� W N 8747'011 = 91.00' W W b 49 64 co0 N 8747'03" W 91.00' 48 65 SEE SHEET 9 SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 0 516' o - N 8505'37" E 96.58' FD. 3/4" I.P., W/N&T, ILLEGIBLE, DN. 0.2', NO REF., ACC. AS ANGLE z PT. PER BK 2389, PG19&20, O.R. 0 0 CR 19 o z z w o N 8758'07" E- - N 86'47'08" W 371.07' oZ = 0 5.00' :r oZ ,", 73.99 cr to 6 E 100.79' -- - n N 8S05'37' LO r- -?l QNB C" N rn N O NCl ,,�. 20 o►� 21 0 W/ 22 56 L3 ���•.. Z ZJ d,�2907" z big __ ! 01' 40" L�8.86' r L-49• 09' z! " dam' 34' " J L14 D 20 36 12 R= 3 009 L_1 32 r L=40. 42' J CT N 17, 95' dam' 30'54" 24.73' w ; a LOS CARNEROS COURT �R 2 2.11',53' ol" N N - L3 L6L5 L7 L A 20 36 12"_ R=,300_00' L-107 % 00 L�6. 42' ao w w - - _ L8 L9 or (PRIVATE STREIJf -�� 88' R-: 03( ',53' 01" N _ u u � 0 X2.22' _N LOT G o.89 AcDO,. N� C7 r C8 89.75' L21 &=20' 36' 12" R=272. 00'�/ 01 20.62 ,> o o `�' o, =14'1433" L�7.61' L�7.81'1 �1ao 08' 31= 1 �! 0 0 0 - _ _ _N 8_624 24 E _ _ L -30.20' ;�'328 00' L-46 61 I _ = w RAD W (� LAJ '! �?p -� w= � 28 pr , ! N o!� w! SHEET 7 OF 11 SHEETS 60.uj DATA COURSE DATA DELTA # LENGTH Cl 0 300.00' DISTANCE L1 Z N 02'02'45" W 28.00' Z N N 3 I �, W L3 q P 13 14 83'05'37" No 28.00' L4 1 rn &=1747'14 06'54'23" �j 28.00' 12 11 �_ L=14.73 RAD Z J 2 N 1 90 4,39" z L7 N z cr 00 go ti x.9m 2s0&1 6 ?8, F '34 E 125.34' Z00 I me o �Lp 15 N 858'04" E 107.70' 19.1 88.53 f 102.64' 87 0.04 AC. OPEN SPACE 3 °� D L 4.50' 4=34 0' 0�' N 32749'3 E 5.uv - o .1841" D=104' 4329" RAD 16 w z L=4.71 N 15� g9' E 55.30 1 ��o 'S`�5900 -� C1 6 sr� Oo N 6T ro o 104.74' E „_ N $035'1 A=15' 15' 56" oo. , cD EEK R_300.00' L=79.93' �\ �. N 83 05 37" E 87.51 Z Y CR :moo---c� ---F - DaLn 15 N J i 5C 2.�„ �,5 do00 LAo 00 69 CA H N IVATE $TFI -el) 0,30 Sq 0 N55,'� � w� o ►N 17 N �o 80' 35' 1 �' E 106'33.c�0' I �1� O p ti? ,,� o o- Q Q p %0.r` 88 z I % .P p= cn °' M 95.07' 0.03 AC. '3�" E ��' ' n w b� N 8305'37" E OPEN 31 N 2$ cr 57 �, L3 - S PAC E 56 R _ L3 v N I N• �' 2$' ^ 1 8 o rn z 55 t 58 o1A 0 3 0 54 0 59 oCO S c" I rn 53 60 �J rn t cq rn 52 � b 61 Lo Lo :;t z RAD N 89'41'51" N d' M 51 62 LO N 8747'0; 91.00' 50 0 63 co t� W N 8747'011 = 91.00' W W b 49 64 co0 N 8747'03" W 91.00' 48 65 SEE SHEET 9 SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 0 516' o - N 8505'37" E 96.58' FD. 3/4" I.P., W/N&T, ILLEGIBLE, DN. 0.2', NO REF., ACC. AS ANGLE z PT. PER BK 2389, PG19&20, O.R. 0 0 CR 19 o z z w o N 8758'07" E- - N 86'47'08" W 371.07' oZ = 0 5.00' :r oZ ,", 73.99 cr to 6 E 100.79' -- - n N 8S05'37' LO r- -?l QNB C" N rn N O NCl ,,�. 20 o►� 21 0 W/ 22 56 L3 ���•.. Z ZJ d,�2907" z big __ ! 01' 40" L�8.86' r L-49• 09' z! " dam' 34' " J L14 D 20 36 12 R= 3 009 L_1 32 r L=40. 42' J CT N 17, 95' dam' 30'54" 24.73' w ; a LOS CARNEROS COURT �R 2 2.11',53' ol" N N - L3 L6L5 L7 L A 20 36 12"_ R=,300_00' L-107 % 00 L�6. 42' ao w w - - _ L8 L9 or (PRIVATE STREIJf -�� 88' R-: 03( ',53' 01" N _ u u � 0 X2.22' _N LOT G o.89 AcDO,. N� C7 r C8 89.75' L21 &=20' 36' 12" R=272. 00'�/ 01 20.62 ,> o o `�' o, =14'1433" L�7.61' L�7.81'1 �1ao 08' 31= 1 �! 0 0 0 - _ _ _N 8_624 24 E _ _ L -30.20' ;�'328 00' L-46 61 I _ = w RAD W (� LAJ '! �?p -� w= � 28 pr , ! N o!� w! SHEET 7 OF 11 SHEETS b 17O W 23 '47'51" W 386.41'-- 60 N 47'51" W 386.41'----- - 365.79' co rai N W r N r- " � � 76 1� o� '-"' 1 o L11 I Ll 1 V>t -4 o o ��- I d. j o Z 1 L o n I� 28' 28' �:�-- ' �I 77 Lo1 56 J o = s 90.34' rn -P- r RAD N 89'46'35" E 90.83' Z 1 v^;' I LO ►� O N J I W � N O_ N,�; CN N 8747'03" W 90.00' i WN'? 75 0 a ED Cl _ CR 110- 60 o � r- 78 �' _> crcr � N N 8747'03" W 90.00' co M "' O Cl N O �N w o�� I u- Q ,, ,, I>- M N 8'747'03" W 90.00' w �n W C) co z� 74 - '0 !:L J o r°°° F-aCO COO�O N= Q F- CN M N� N� z1>W �`' r�'i Ico � w 1 o W F- 79 C) > Z �, N 8'747 03" W 90.00' z0 Fr N I z LLJ io z 6 N 8747'03" W 90.00' � N �, 0 73 0 ' z 1 co co C) ; 80 o 516' N 8'747'03" W 90.00' `� co 5 6' I 28' I 28' 72 N 8'747'03" W 90.00' 1 / r j s 1 � 28' 28' �I SEE SHEET 10 NOTE: LOTS 32, 73, 74, 79, 80, 81, 82 AND 83 SHALL BE CONSIDERED "NON -BUILDABLE' LOTS UNTIL SUCH TIME AS INSTRUMENT NO. 83-53506, O.R. HAS BEEN QUITCLAIMED. 31 O SFN, EST. BY PRORATION FROM E 1/1 6TH COR. 89'34'54" (657.49') U z rn W M 5- (0 cD 0LLj coop OO cD N N rOj b CO 00 IP# 210156 SCH. A SEC. 32, T3S, R5W CURVE DATA COURSE DATA DELTA # LENGTH Cl BEARING 300.00' DISTANCE L1 0'753'54" N 02'02'45" W 28.00' L2 41.36' N 76'4731" E 28.00' L3 02'55'26" N 83'05'37" E 28.00' L4 81.11' N 06'54'23" W 28.00' L5 N 83'28'58" E RAD 56.26' L6 N 8328'58" E RAD 42.73' L7 N 8328'58" E RAD 13.53' L8 N 8328'58" E RAD 41.90' L9 N 8328'58" E RAD 14.36' L10 N 05'56'39" E 28.00' L11 N 8T47'03" W 28.00' L14 N 83'28'58" E 13.54' L15 N 8'747'03" W 14.63' L16 N 53'36'23" W 26.31' L17 N 43'08'30" W 21.21' L18 N 52'37'37" W 31.75' L19 N 39'56'41" E 20.67' L20 N 40`55'1 2" W 20.51' L21 N 83'28'58" E 14.36' L22 N 14'05' 10" E 28.00' b 17O W 23 '47'51" W 386.41'-- 60 N 47'51" W 386.41'----- - 365.79' co rai N W r N r- " � � 76 1� o� '-"' 1 o L11 I Ll 1 V>t -4 o o ��- I d. j o Z 1 L o n I� 28' 28' �:�-- ' �I 77 Lo1 56 J o = s 90.34' rn -P- r RAD N 89'46'35" E 90.83' Z 1 v^;' I LO ►� O N J I W � N O_ N,�; CN N 8747'03" W 90.00' i WN'? 75 0 a ED Cl _ CR 110- 60 o � r- 78 �' _> crcr � N N 8747'03" W 90.00' co M "' O Cl N O �N w o�� I u- Q ,, ,, I>- M N 8'747'03" W 90.00' w �n W C) co z� 74 - '0 !:L J o r°°° F-aCO COO�O N= Q F- CN M N� N� z1>W �`' r�'i Ico � w 1 o W F- 79 C) > Z �, N 8'747 03" W 90.00' z0 Fr N I z LLJ io z 6 N 8747'03" W 90.00' � N �, 0 73 0 ' z 1 co co C) ; 80 o 516' N 8'747'03" W 90.00' `� co 5 6' I 28' I 28' 72 N 8'747'03" W 90.00' 1 / r j s 1 � 28' 28' �I SEE SHEET 10 NOTE: LOTS 32, 73, 74, 79, 80, 81, 82 AND 83 SHALL BE CONSIDERED "NON -BUILDABLE' LOTS UNTIL SUCH TIME AS INSTRUMENT NO. 83-53506, O.R. HAS BEEN QUITCLAIMED. 31 O SFN, EST. BY PRORATION FROM E 1/1 6TH COR. 89'34'54" (657.49') U z rn W M 5- (0 cD 0LLj coop OO cD N N rOj b CO 00 IP# 210156 SCH. A SEC. 32, T3S, R5W CURVE DATA # DELTA RADIUS LENGTH Cl 0722'02" 300.00' 38.57' C2 0'753'54" 300.00' 41.36' C3 0753'54" 300.00' 41.36' C4 0618'07" 300.00' 33.00' C5 02'55'26" 800.00' 40.83' C6 054833" 800.00' 81.11' C7 08'08'31" 300.00' 42.63' C8 03'44'31" 300.00' 19.59' C12 05716'26" 100.00' 9.20' C13 0614'25" 100.00' 10.89' C20 0722'02" 272.00' 34.97' C23 0618'06" 272.00' 29.92' b 17O W 23 '47'51" W 386.41'-- 60 N 47'51" W 386.41'----- - 365.79' co rai N W r N r- " � � 76 1� o� '-"' 1 o L11 I Ll 1 V>t -4 o o ��- I d. j o Z 1 L o n I� 28' 28' �:�-- ' �I 77 Lo1 56 J o = s 90.34' rn -P- r RAD N 89'46'35" E 90.83' Z 1 v^;' I LO ►� O N J I W � N O_ N,�; CN N 8747'03" W 90.00' i WN'? 75 0 a ED Cl _ CR 110- 60 o � r- 78 �' _> crcr � N N 8747'03" W 90.00' co M "' O Cl N O �N w o�� I u- Q ,, ,, I>- M N 8'747'03" W 90.00' w �n W C) co z� 74 - '0 !:L J o r°°° F-aCO COO�O N= Q F- CN M N� N� z1>W �`' r�'i Ico � w 1 o W F- 79 C) > Z �, N 8'747 03" W 90.00' z0 Fr N I z LLJ io z 6 N 8747'03" W 90.00' � N �, 0 73 0 ' z 1 co co C) ; 80 o 516' N 8'747'03" W 90.00' `� co 5 6' I 28' I 28' 72 N 8'747'03" W 90.00' 1 / r j s 1 � 28' 28' �I SEE SHEET 10 NOTE: LOTS 32, 73, 74, 79, 80, 81, 82 AND 83 SHALL BE CONSIDERED "NON -BUILDABLE' LOTS UNTIL SUCH TIME AS INSTRUMENT NO. 83-53506, O.R. HAS BEEN QUITCLAIMED. 31 O SFN, EST. BY PRORATION FROM E 1/1 6TH COR. 89'34'54" (657.49') U z rn W M 5- (0 cD 0LLj coop OO cD N N rOj b CO 00 IP# 210156 SCH. A SEC. 32, T3S, R5W IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEING A SUBDIVISION OF PORTIONS OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF SECTION 31, AND PORTIONS OF THE NORTHWEST QUARTER AND THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 3 SOUTH, RANGE 5 WEST, AS SHOWN ON MAP OF RANCHO EL SOBRANTE DE SAN JACINTO, FILED IN BOOK 1, PAGE 8 OF MAPS, SAN BERNARDINO COUNTY. DARYL J. CHRISTIAN, L.S. 8554 MDS CONSULTING NOVEMBER, 2021 SCALE: 1" = 40' 40 20 0 40 80 120 N 14 05'10" SEE SHEET 7 Rqp PRc E ` 21 GRAPHIC SCALE C4` 78 77 N 2' 12'09" E 99.25' 1 N 5'56'39" E 28 N `N 10'43'03" E RAD — L3 I w RAD O LIVERMORE VALLEY DRIVE _ L1 22rri 00 rn - (PRIVATE STREET) y N 2' 12'57' E 504.94'°D N o, 128' v _ rn _ _ 42.2_8' m t LOT iiCii 42.99' N 2'12'09" E 101.10' v _ 0.60 ACr o N N 2'12'57" E 372.70' N ► 7no en, � (N 01'24'31" E) (653.97') SFN, EST. BY PRORATION FROM THE E1/16TH COR. SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 9 i 00 w cn rn cn V �.i 0 0 w v 0 w C14 C,4 0 m w 74.08' �y Z W � -O 31 N 2' 12'09" 30 rn 0 0 _L1 _ o 28' 5 6' -D-I `l�� 0 171 E 112.25' N 2'12'09 " E 110.38' 29 N 2'12'09" E 108.29' RAD N 0'30'09" E 63.70' 27 o I cn DATA P O m # 0 m 0 RADIUS _ I O �� o Cl r olz 0 O o y _� 11'53'01" 272.00' 56.42' C3 Z DZ 272.00' w M y rn L3 y z v b 05'56'39" mo N O U1 CO 30�c W CA NOI�� olv C,4 W rn 0 a, 0 C 5 16' w N C�4 28' 28' L1 I F - _ cc 0 � M � I v� � o O � D 00 �I N v Z N N o� I O N O p _O s 28' �MN v� 0� �9•�S 9R 8. 00' =125.46 Al c FD. 3/4" I.P., NO TAG, (RUSTED) DN. 0.3', N 45'10'29" E, 0.56', NO REF., NOT ACC., EST. BY PRORATION. :q /�) 23 L-2' 12'09" E 100.04' 24 N 2' 12'09" E 98.98' 25 N 2'12'09" E 97.92' rn 0 z 00 o; v O 00 C.1 v SHEET 8 OF 11 SHEETS SFN, EST. AT REC. DIST. & ANGLE FROM W'LY MON. PER GRANT DEED 26 REC. DEC. 31, 1958 IN BOOK 2389, V PAGE 19, RIV. CO. REC. 8K. 23999 9➢ PG. 19&209 2O9 O.R. REC. 12/31/56 IP# 210156 SCH. A SEC. 32, T3S, R5W CURVE DATA DATA # DELTA RADIUS LENGTH Cl 11'53'01" 300.00' 62.22' C2 11'53'01" 272.00' 56.42' C3 08'30'54" 272.00' 40.42' SFN, EST. AT REC. DIST. & ANGLE FROM W'LY MON. PER GRANT DEED 26 REC. DEC. 31, 1958 IN BOOK 2389, V PAGE 19, RIV. CO. REC. 8K. 23999 9➢ PG. 19&209 2O9 O.R. REC. 12/31/56 IP# 210156 SCH. A SEC. 32, T3S, R5W COURSE DATA # BEARING DISTANCE L1 N 0212'09" E 28.00' L2 N 87'47'03" W 28.00' L3 N 05'56'39" E 28.00' L4 N 14'05' 10" E 28.00' SFN, EST. AT REC. DIST. & ANGLE FROM W'LY MON. PER GRANT DEED 26 REC. DEC. 31, 1958 IN BOOK 2389, V PAGE 19, RIV. CO. REC. 8K. 23999 9➢ PG. 19&209 2O9 O.R. REC. 12/31/56 IP# 210156 SCH. A SEC. 32, T3S, R5W 40 20 0 SCALE: 1 " = 40' 40 GRAPHIC SCALE I / I / 1 I � I 1 1 39' 1 I i / N O 11) I N / w to ILo / Co 60 � ' Z I URAC V No. 36730-1 M. 0 0 q � q 1.&. 3-1pq 1 I 1 I I 44' 209.16' 44' IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEING A SUBDIVISION OF PORTIONS OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF SECTION 31, AND PORTIONS OF THE NORTHWEST QUARTER AND THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 3 SOUTH, RANGE 5 WEST, AS SHOWN ON MAP OF RANCHO EL SOBRANTE DE SAN JACINTO, FILED IN BOOK 1, PAGE 8 OF MAPS, SAN BERNARDINO COUNTY. DARYL J. CHRISTIAN, L.S. 8554 MDS CONSULTING NOVEMBER, 2021 80 120 1 SEE SHEET 6 w 0 MT. VEEDER pR ' o po (PRIVATE STREET) Ez L14 28' �� 10 L8 C9 L6 49 �/ L5 �1 0 64 u j ( o C8 0l _ N NI LOT'Anl'"' L6 N 8747'03" W L o o N JI 0.13 AC. _' -' 92.13' L 12 �n� ---C7 N 88'08'30" W _76.65' o z o 80 0l I "' 33.65' 43.00' 0 o 1� N J I , M __, 0 48 0 65 1`; U Ln U O 80 J w of o 00 z (� U W wr O = I� ,cc co c5 C'3 W I i ?; ZIO 3a �o -0 o C I w 60 LO co w L5 I I -' -' o m ``' C oo C10 L6 �1 M rn 00 00�j) w LO r7 N 88'08'30" W 94.52' N 87'47'03" W 0 L14 1 -"' z 91.75' L W 44 0 �� _o b z��o 47 co CD ❑Wo 0 66 C6 Q I w co CD z '� }- FS W F- N 88'08'30" W 113.34' 5 6' J U) _ Q W N 87'47'03" W w- o � 1 > j 91.38' M �Q� t[)� L �... ^ N Gb to � Z �`"� w 43 N z® w o 46 0 67 v CD N N 86'41'31" W ro RAD 1 I N _ _L14 N 87'47'03" W z N 88'08'30" W 116.83' d- 91.00' U 0 rn 1 o i :q-^ W80 4200 45 6 N _81_38'32» N -L14 b to 8 W '__/ ti rill RAD _ -z 0 N 88'08'30" W 110.82' 12'4� � 41.47' b o ? I� C16 N 87'47'03" W 117.47' --- HIGH VALLEY DRIVE IJ C18 v I (PRIVATE STREET) N 41 �. R- d__14.51�19 160.47' ,300.00' L =7Lrl - �* 83 I� N 87'47 03 W 218.1_01- 9.95' '----9.95 1:3 LOT "E"0.60 AC. 80 I �S`�� `84g��'•�22• 1' N 85'53'05" E C17 N 5747;03" W 208.15'--- 40.99 0.42 A=0'49'57" ` A=5'29'55" 5� N L=1.45' L=9.60 o d=17' 15'03" o 00 o 0 4 0 L=1L4j9.87' cocli � 39 � ZI 38 37 to I o ^ N � I o °010 Flo_ Z CNc N �S zl� zl o z ao1 z :- fif G8.�,83 g3, i l z l C-41 d=1.46'480' � J ;5jL X8.53' A==2' 29' 19" L=81.83' d=1'49'30" L=60.01' 1 d=8' 02' 09" R=1884.00' L=264-23' SHEET 9 OF 11 SHEETS W W N W W cn W W N W W cn C6 Luj 1.85C. OPEN SPACE nl� -- d=9' 31'41 R 2336. 00' L^388. 47' ' 001 _ - zi N 9-48'3,3" _____ RAD-33 E_ EL SORRA RAN' ------__-- d=2•, 6 - L=6- 9�_ I PRC 'VTC ROAp ----------------------------------- L-96.18' LOT i ii -- 1.35 AC. co T.3S. R.5W. FD. ZI.P., W/1"BRASS S31 S6 ACC. DISK, LS 4218, UP 0.5' LS 6 ACC. AS SECTION CORNER SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 --__'-�- 9' 31_ R=2400. 00' L=399. 11' 492.43' (780.93') (N 89'43'08" W 990.19') CURVE DATA DATA # DELTA RADIUS LENGTH C1 00'08'12" 2064.00' 4.92' C2 09'58'20" 100.00' 17.40' C3 37'22'47" 55.00' 35.88' C4 27'24'27" 43.00' 20.57' C5 12'50'18" 100.00' 22.41' C6 00'49'32" 2464.00' 35.50' C7 06'49'06" 300.00' 35.70' C8 06'49'05" 272.00' 32.37' C9 06'49'05" 267.00' 31.77' C10 06'49'05" 328.00' 39.03' C14 10' 17'47" 100.00' 17.97' C16 05'37'47" 272.00' 26.73' C17 06' 19'52" 100.00' 11.05' C18 09-14'027 300.00' 48.35' C19 05'3748" 300.00' 1 29.48' (780.93') (N 89'43'08" W 990.19') blo 288.50' - COURSE DATA # BEARING DISTANCE L1 N 43'21'57" W 22.76' L2 N 44'25'49" E 30.81' L3 N 27'04'39" W 30.81' L4 (N 00'16'52" E) (47.13') L5 N 81'19'25" W 87.65 L6 N 88'08'30" W 33.65' L7 N 46'51'30" E 21.21' L8 N 81'19'25" W 21.93' L9 N 81' 19'25" W 44.00' L10 N 81'19'25" W 39.00' L11 N 81'19'25" W 57.00' blo 288.50' - IP# 210156 SCH. A SEC. 32, T3S, R5W COURSE DATA # BEARING DISTANCE L12 N 81'19'25" W 30.65' L13 N 01'51'30" E 28.00' L14 N 88'08'30" W 28.00' L15 N 07'50'44" E 28.00' L16 N 02'12'57" E 28.00' L17 N 43'08'30" W 21.21' L18 N 01'51'30" E 56.00' L19 N 31'44'27" E 70.85' L20 N 08'40'35" E 28.00' IP# 210156 SCH. A SEC. 32, T3S, R5W IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEING A SUBDIVISION OF PORTIONS OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF SECTION 31, AND PORTIONS OF THE NORTHWEST QUARTER AND THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 3 SOUTH, RANGE 5 WEST, AS SHOWN ON MAP OF RANCHO EL SOBRANTE DE SAN JACINTO, FILED IN BOOK 1, PAGE 8 OF MAPS, SAN BERNARDINO COUNTY. DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING NOVEMBER, 2021 NOTE: LOTS 32, 73, 74, 79, 80, 81, 82 AND 83 SHALL BE CONSIDERED "NON -BUILDABLE" LOTS UNTIL SUCH TIME AS INSTRUMENT NO. 83-53506, O.R. HAS BEEN QUITCLAIMED. 4 SCALE: 1 " = 40' GRAPHIC SCALE rol ' 80 N 8747'03" W 90.00' NN 8 W 90_0' , ; .•L N 8747'03" W 90.00' SHEET 10 OF 11 SHEETS SEE SHEET 7 } 28, 11 28' f 5 6' N 87'47'03" W 7.23' I 2 LL SHEET 3 EASEMENT NOTES SEE SEE SHEET 7 J W LENGTH C14 49 w ui 64 C15 08'37'47" >c o C18 �, 66.00' 51.64' C19 1 I WW 29.45' 73 � � O) K N C f I °v- } 28' } I 28' ``' L a� N Lo _N FV I N 8747'03" W O 5 6 N 8747'03" W 90.00' LW Z 'I` io 91.00' I I CAI Zv I Z W 48 o 65 o I °� co o 72o 00 M M L6_ co d O co N 8747'03" W I > CL N 874TO3" W o 90.00' CO 91.00' W > w 47 O O O M I M 0 C7 71 >o � No co oM to M Do0 QQ n O � w d I ix: w Z O N 8747'03" W � wLL O c N 8747'03" W O 90.00' co 91.00 ' W 46 z N o 67 0= Z ac c) 0 70 0 tvC> v co rol ' 80 N 8747'03" W 90.00' NN 8 W 90_0' , ; .•L N 8747'03" W 90.00' SHEET 10 OF 11 SHEETS SEE SHEET 7 } 28, 11 28' f 5 6' N 87'47'03" W 7.23' I 2 (N 89'34'54" W) -- (657.49') -SFN, EST. BY PRORATION FROM E1/16TH COR. N 8747'03" W 83 \ 0- N 8747'03" W 90.00' `r 91.00- J I ° z w cq 4P O 68 N i O 45 N I o 1 O ?8y 1� _L6 - C"-- Lo 1 ct ?• F O z 41� cy) 5 6' co v 1w- � 28' 28' ,O� `� 1 �co co A It 1 l� � L5 �j,�,��, ` 18, N o L6 L6 1 x,38 p, 0$ 39 50, a '; :% Cb per' 66, cq ; 15 g4 o c� N 87-47'0 W 117.47' gl C22" R 272- p0' \ �g 13'2" �`, 9 0 "Ell 1 L2 p=20' 59' 33 N 1� ; -co* N LOT E 0.63 AC. rd- ---j3.00' � I iJ 9• 43.00' 43.00' Fop 20' 59' 33 _ R_� ' i�J\ N 81 160.47' - - - N 8747'03" W 218.10' 57.63 \ 40,99' 6, HIGH VALLEY DRIVE (PRIVATE STREET �Og-5g' C15 26.33' ,14.6, N 8747'03" W 208.15' p=19' 08' 39" R =328500 1"� C19 ?� 60.00 60.00' 37.74' p=10 19 \ ��y p=3'40'08" L�g.14 11z \rr_ o L=21.00' Z 1 -o \ Lo ; o 32 W 38 j 3 7 w Ila '; w u4 1 � o� 36 34 33 � 1 ' to N wl wl N � 35 N M "irnl W I d I o F.i cr 1, Hz N'i N1� Z � Z z z o - ; zi z e=o'07'02" w 1 ; 1 L=3.85' ` p=1'49'30" L=60.01' 56.18' 65.65' 68.45' 64.73' 67.44' 4�8' 02 09 R=1884.00' L=264. N 89'43'17" W 322.47' 85( 10, _ SEE DETAIL "A" 1.18 AC. I-�",; �1 I ON SHEET 4 OPEN SPACEVy p= 9' 31'41m R=2336. 00' L�88.47' N 89'43'08" W 289.76' I 1 I ------------ -- - ---------------------------------------------I------� - - I -- - - EL SOBRANTE ROAD LOT "J" :________- 1.35 AC. o O o � 1 0 A= 9' 31'41m R=2400. 00' L=399. 11' 492.43' 288.50' (N 89'43'08" W 780.93') Q SFN, ESTIBY PRORATION -------------------+--------------------------------------------------------- SURVEYOR'S NOTES LL SHEET 3 EASEMENT NOTES SEE �- o O� I J W LENGTH C14 10'17'48" w ui a - C15 08'37'47" >c o C18 44'49'41" 66.00' 51.64' C19 1 I WW 29.45' N � O > O) K N C � I °v- tr0 P" ``' ``' L _> o h J �¢ Lo _N FV I Pl O O w co Z Z 'I` io co I iV Zv I Z � I 516- 6'L6 L6_ d (N 89'34'54" W) -- (657.49') -SFN, EST. BY PRORATION FROM E1/16TH COR. N 8747'03" W 83 \ 0- N 8747'03" W 90.00' `r 91.00- J I ° z w cq 4P O 68 N i O 45 N I o 1 O ?8y 1� _L6 - C"-- Lo 1 ct ?• F O z 41� cy) 5 6' co v 1w- � 28' 28' ,O� `� 1 �co co A It 1 l� � L5 �j,�,��, ` 18, N o L6 L6 1 x,38 p, 0$ 39 50, a '; :% Cb per' 66, cq ; 15 g4 o c� N 87-47'0 W 117.47' gl C22" R 272- p0' \ �g 13'2" �`, 9 0 "Ell 1 L2 p=20' 59' 33 N 1� ; -co* N LOT E 0.63 AC. rd- ---j3.00' � I iJ 9• 43.00' 43.00' Fop 20' 59' 33 _ R_� ' i�J\ N 81 160.47' - - - N 8747'03" W 218.10' 57.63 \ 40,99' 6, HIGH VALLEY DRIVE (PRIVATE STREET �Og-5g' C15 26.33' ,14.6, N 8747'03" W 208.15' p=19' 08' 39" R =328500 1"� C19 ?� 60.00 60.00' 37.74' p=10 19 \ ��y p=3'40'08" L�g.14 11z \rr_ o L=21.00' Z 1 -o \ Lo ; o 32 W 38 j 3 7 w Ila '; w u4 1 � o� 36 34 33 � 1 ' to N wl wl N � 35 N M "irnl W I d I o F.i cr 1, Hz N'i N1� Z � Z z z o - ; zi z e=o'07'02" w 1 ; 1 L=3.85' ` p=1'49'30" L=60.01' 56.18' 65.65' 68.45' 64.73' 67.44' 4�8' 02 09 R=1884.00' L=264. N 89'43'17" W 322.47' 85( 10, _ SEE DETAIL "A" 1.18 AC. I-�",; �1 I ON SHEET 4 OPEN SPACEVy p= 9' 31'41m R=2336. 00' L�88.47' N 89'43'08" W 289.76' I 1 I ------------ -- - ---------------------------------------------I------� - - I -- - - EL SOBRANTE ROAD LOT "J" :________- 1.35 AC. o O o � 1 0 A= 9' 31'41m R=2400. 00' L=399. 11' 492.43' 288.50' (N 89'43'08" W 780.93') Q SFN, ESTIBY PRORATION -------------------+--------------------------------------------------------- SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 IP# 210156 SCH. A SEC. 32, T3S, R5W CURVE DATA DATA DELTA RADIUS LENGTH C14 10'17'48" 100.00' 17.97' C15 08'37'47" 100.00' 15.06' C18 44'49'41" 66.00' 51.64' C19 1 05'08'41" 328.00' 29.45' C22 1 1749'25" 272.00' 60.88' IP# 210156 SCH. A SEC. 32, T3S, R5W COURSE DATA # BEARING DISTANCE L1 N 53'36'23" W 26.17' L2 N 8747'03" W 14.63' L3 N 2'704'39" W 30.81' L4 N 0712'57" E 28.00' L5 N 8747'03" W 56.00' IP# 210156 SCH. A SEC. 32, T3S, R5W COURSE DATA # BEARING DISTANCE L6 N 8747'03" W 28.00' L7 N 16'55'42" W 28.00' L8 N 3519'45" W 45.95' L9 I N 53'05'36" W' 32.02' IP# 210156 SCH. A SEC. 32, T3S, R5W IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEING A SUBDIVISION OF PORTIONS OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF SECTION 31, AND PORTIONS OF THE NORTHWEST QUARTER AND THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 3 SOUTH, RANGE 5 WEST, AS SHOWN ON MAP OF RANCHO EL SOBRANTE DE SAN JACINTO, FILED IN BOOK 1, PAGE 8 OF MAPS, SAN BERNARDINO COUNTY. DARYL J. CHRISTIAN, L.S. 8554 CONSULTING NOVEMBER, 2021 I 1 I I I 1 -- - 1------------------- -----------h- - J ---- BLACKBURN ROAD I I I ► I ' I I i I I ' I I / 3 I I I I , I I � I � I i � j SCALE: 1 " = 120' 1 1 I 120 60 120 240 360 I I I 1 i IF i / GRAPHIC SCALE Ill I � I \ iii I II II 1 11 1 �� P.M.B. o , 0 6/39-40 I I I it 1 i 1 1 II 1 1 i II 1 I —A 11 _ — — _ �1 II 30' 30 1 1 j 111 i —I 1 I 11 i i I I it I 1 1 I I I L!1 II I I_ rIIn 1 1 I II ',nn I I 1 11 6'cc I 1 -- Lu ' 1 1 1 t1) 11 zoo i 1 I j116, I 1 I---- Q ►I o I 1 i 11 1 SEE DETAIL "A" AT RIGHT HEREON 2023' D0ciS(aS2- Y SHEET 11 OF 11 SHEETS 1 i / I l� / SEE DETAIL "A" AT RIGHT HEREON 2023' D0ciS(aS2- Y SHEET 11 OF 11 SHEETS 1 i I l� \ -------------------�\ I If I I _ N 8930'25" W _ I 833.36' ---- N 80'30' 15" E I 21.37' _ J 10' 11011 I � I I I i I C_J 1.0' E/0 I TR. BDRY .x7oo' Lo CV `„o I I I ILo 0 / I K' W I FD. 3/4" I.P. I 2 Lo W/NAIL & TAG, RCE 862, DN. Lo I 0.2' PER PMB I Z 86/39-40 �o oo SII Lo I I N 8852'04" W 5608.41' _ ( —�Z SEC. 31 P.O.B. ®1.0' uj _ EAST OF TR. BDRY. FD. 2" IP, W/BRASS N DISK STAMPED LS 4218, , AS SHOWN, UP 0.5', ACC. Z AS E1/4 COR. SEC. 31 PER RS 63/91-95. ��------------------moi DETAIL "A" N.T.S. / / / i I I I I II I I I I I II I T.3S. 1/4 S31 } S32 R.SW. LS 4218, IP# 210156 SCH' A SEC. 32, T3S, R5W