Loading...
mb489_076-086lr z 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 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 W. THE DEDICATION IS FOR STREET AND PUBLIC UTILITY PURPOSES. AS A CONDITION OF DEDICATION OF LOT "A" (MCALLISTER STREET) THE OWNERS OF LOT 70, 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 "B" THROUGH "L", INCLUSIVE. THE DEDICATION IS FOR PUBLIC UTILITY PURPOSES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR EMERGENCY VEHICLES WITHIN LOTS "B" THROUGH "L", INCLUSIVE. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LOT "hf. THE DEDICATION IS FOR (1) ONE -FOOT BARRIER STRIP FOR ROAD AND ACCESS CONTROL. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: STORM DRAIN EASEMENTS LYING WITHIN LOT "0, AS SHOWN HEREON. THE DEDICATION IS FOR THE CONSTRUCTION AND MAINTENANCE OF FLOOD CONTROL FACILITIES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: ACCESS EASEMENTS LYING WITHIN LOT "I; AS SHOWN HEREON. THE DEDICATION IS FOR INGRESS AND EGRESS TO AND FROM STORM DRAIN EASEMENTS, FOR CONSTRUCTION AND MAINTENANCE OF FLOOD CONTROL FACILITIES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: THE REGIONAL TRAIL AS SHOWN HEREON, LYING WITHIN LOT 70 THE DEDICATION IS FOR REGIONAL TRAIL PURPOSES IN FAVOR OF RIVERSIDE COUNTY REGIONAL PARKS AND OPEN SPACE DISTRICT. WE HEREBY RETAIN LOTS "B" THROUGH "L", INCLUSIVE, INDICATED AS PRIVATE STREET, AS SHOWN HEREON FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT MAP. WE HEREBY RETAIN LOTS 69 THROUGH 76, 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. PULS HOME COMPANY, LLC, A MICHIGAN LIMITED LIABILITY COMPANY AAME'-„V.gg"0/ WA" -EW TITLE: VP © F I -AMA AGQ 4 -- DSV NAME: TITLE: 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 CAt_tT70 tN IA } COUNTY OF ORA NCaE ) SS MDS CONSULTING I"AlLmL C OLL.EEN ON DECEMBER 8 2011, BEFORE ME, 4LoCY- , A NOTARY PUBLIC, PERSONALLY APPEARED E REN , WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE, TO BE THE PERSON WHOSE NAME( IS/flf E SUBSCRIBED TO THE WITHIN f INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE /6HE/`Fti EXECUTED THE SAME IN HIS/HHR/1:HEiR AUTHORIZED CAPACITY( AND THAT BY HIS/+E*/TW&g SIGNATURE() ON THE INSTRUMENT THE PERSON�,S'g, OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(F) 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 CD'C,� MY PRINCIPAL PLACE OF BUSINESS IS IN SIG TURE OR Pt N C-7 E COUNTY -Q6ytoRtolueeN BLSC1L PRINT NAME MY COMMISSION EXPIRES Cj-23 -2024 C,oMM�SSIow � 2y119�S 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. FEBRUARY, 2022 SURVEYOR'S STATEMENT: SHEET 1 OF 11 SHEETS RECORDER'S STATEMENT FILED THIS 0-% DAY OF Pffiri 20-1-3 AT II . IN BOOK U$q OF MAPS, AT PAGES76--�� AT THE REQUEST OF THE CLERK OF THE BOARD. N0. U23- Do�151oS3 FEE 261 PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: ok. 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 Wll`H THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF PULTE HOME 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 SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. THIS SURVEY IS TRUE AND COMPLETE AS SHOWN. \CNpL LA/VD IS" DATE: �1.'�O • Z k`�� c * LS 8554 DARYL J.'dHRr9STIA L.S. 8554 EXP. 12/31/24 �'� EXP. 12/31/24 0 F OF CALF 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: �j �J� � R'p DAVID L. McMILLAN COUNTY SURVEYOR L.S. 8488 EXPIRES 12/31/2024 `ONp,L LA NpS �C3 \p M c A414 GSL �V. ° <' 2 �o IL No. 8488 Op cAL��o� BOARD OF SUPERVISOR'S STATEMENT THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BY IT'S BOARD OF SUPERVISOR'S, HEREBY APPROVES THE TRACT MAP AND ACCEPTS THE OFFERS OF DEDICATION MADE HEREON OF LOT "A” (MCALLISTER STREET), 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 MCALLISTER STREET. THE OFFER OF DEDICATION FOR PUBLIC UTILITY PURPOSES ALONG WITH THE RIGHT OF INGRESS AND EGRESS FOR EMERGENCY VEHICLES WITHIN LOTS "B" THROUGH "L", INCLUSIVE, INDICATED AS "PRIVATE STREET, AS SHOWN HEREON IS HEREBY ACCEPTED. THE OFFER OF DEDICATION MADE HEREON OF THE ACCESS EASEMENT, FOR INGRESS AND EGRESS TO AND FROM STORM DRAIN EASEMENTS FOR CONSTRUCTION AND MAINTENANCE OF FLOOD CONTROL FACILITIES, IS HEREBY NOT ACCEPTED. THE OFFER OF DEDICATION MADE HEREON OF THE STORM DRAIN EASEMENT IS HEREBY NOT ACCEPTED. DATE:3 a,g 2.3 ATTEST: YjM5Mi ?=TOP, CLERK OF THE BOARD OF SUPERVISORS BY: �4A hiQ4 ecez CHAIRMAN OFHE BOARD DEPUTY OF SUPERVISORS RIVERSIDE COUNTY REGIONAL PARKS AND OPEN—SPACE DISTRICT, CERTIFICATE OF ACCEPTANCE THE RIVERSIDE COUNTY REGIONAL PARKS AND OPEN -SPACE DISTRICT HEREBY ACCEPTS THE DEDICATION OF THE REGIONAL TRAIL EASEMENT, AS SHOWN HEREON, TO VEST TITLE IN THE DISTRICT ON BEHALF OF THE PUBLIC FOR SAID PURPOSES, BUT THAT SAID REGIONAL TRAIL EASEMENT, SHALL NOT BECOME PART OF THE DISTRICT'S MAINTAINED TRAIL SYSTEM. DATE:}Q��.1. 3l7 , 202,'3 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$'Z'j'rr2T00.a0 DATE: Zta 207?> MATTHEW JENNINGS COUNTY TAX COLLECTOR BY: ��XA4;� DEPUTY TAX BOND CERTIFICATE THIS C� RTIFICATION EXCLUDES ANY SUPPLEMENTAL TAX ASSESSMENTS NOT YET EXTENDED I HEREBY CERTIFY THAT A BOND IN THE SUM OF $V7,0100A HAS BEEN EXECUTED AND FILED WITH THE BOARD OF SUPERVISORS OF THE COUNTY OF IVERSIDE, 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:Ld CASH OR SURETY BOND MATTHEW JENNINGS COUNTY TAX COLLECTOR DEPUTY THIS CERTIFICATION EXCLUDES ANY SUPPLEMENTAL TAX ASSESSMENTS NOT 'YET EXTENDED IP# 210157 SCH. A SEC. 32, T3S, R5W pu y I pet 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 FEBRUARY, 2022 BASIS OF BEARINGS and SECTIONAL BREAKDOWN J Q TRACT N0. 36730 EL SOBRANTE RD. LAKE MATHEWS VICINITY MAP N.T.S. CITY OF RIVERSIDE COUNTY OF RIVERSIDE ED �0 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 4_ PAGE 14-. 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", "MLFP" 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, R5W, WITH COORDINATES OF: N=2,257,911.64, E=6,201,977.31, USING AN ELEVATION OF 1343.20 EASEMENT NOTES SHEET 2 OF 11 SHEETS Q - AN EASEMENT FOR EL SOBRANTE ROAD AND McALLISTER STREET AS SET FORTH IN DOCUMENTS RECORDED IN BOOK 378, PAGE 451; BOOK 382, PAGE 251, AND BOOK 421, PAGE 583, O.R., RIVERSIDE COUNTY RECORDS. 20 - AN EASEMENT TO CALIFORNIA ELECTRIC POWER COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED MARCH 20, 1951 AS INSTRUMENT NO. 11979, O.R. Q3 - 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. O5 - 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. ©- AN EASEMENT TO SOUTHERN CALIFORNIA EDISON COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED MARCH 22, 1983, AS INSTRUMENT NO. 83-53560, O.R. U7 - AN EASEMENT TO SOUTHERN CALIFORNIA GAS COMPANY FOR PIPELINES AND INCIDENTAL PURPOSES, RECORDED DECEMBER 7, 2022, AS DOCUMENT NO. 2022-0493406, O.R. O - 20' WIDE TRAIL EASEMENTS DEDICATED HEREON TO THE RIVERSIDE COUNTY REGIONAL PARKS AND OPEN SPACE DISTRICT, AS SHOWN HEREON. ©- STORM DRAIN EASEMENT, DEDICATED HEREON. ©- ACCESS EASEMENT, FOR INGRESS AND EGRESS TO AND FROM STORM DRAIN EASEMENT FOR CONSTRUCTION AND MAINTENANCE OF FLOOD CONTROL FACILITIES, DEDICATED HEREON. rNOCO (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 �---_- IV 66_'2_6'3742 » W _ 4 �GRID�___-----�---- _�GRID_ 30" -- --- __ 30129 ------------------- - _N 88'28 55 W 2698.12 FD. 1" I.P. W/BRASS CAP, 88'28'54" W 2698.15' R7) — — 31 32 STAMPED LS 4218, UP 0.5', FD. 1" I.P. W/BRASS CAP DN AS SHOWN, ACC. AS N1/4 I 0.8', IN LIEU OF 1" I.P. W/CAP SEC. 31, PER RS 151/80. STAMPED "RIV. CO. SURV."ACC. I / -- --- AS NW COR SEC. 32, PER RS o US.I 63/91-95 & RS 151/80. I [if / 1/4 s30 N=2263160.459 N Ls 4218 I E=6201837.835 I � Ic No N U) Lj CN CN I to to N co �I Itoww IN of I In to CN Lo S. FD. 2" IP, W/BRASS DISK I Lo vv / FD. 2 I.P., NO TAG, a,l STAMPED LS 4218, UP 0.5 STAMPED RE 2544 ON �� c� s31 } S32 AS SHOWN, ACC. AS E1/4 COR. z EAST SIDE, UP 0.5' ACC. ly MI LS.425W SEC. 31, PER RS 63/91-95 AS E1/4 COR. PER M.B. ` & R.S. 151/80. p1 314/63-71 & R.S. 151/80. Z I j z z — — — — N 88'52'04"W_ 5608.40' � (N 88'52'04" W 5608.52' R7) 2870.47' -- — — ----- �/ 1 (2870.53 R7) — + — — — 2737.94' (2737.99' R7)CD ��,• o -ul I� SCALE: 1 " = 600' 1 N I �` _ I o • �'� THE CONVERGENCE ANGLE OF N GRID NORTH IS 0'39 07.8" AT _ ,n ,� �AT MATH (LAKE MATTHEWS). 00 � 1 SFN, EST. BY c%4 I \ r� I � `� `� � °O PROPORTION N oO N o t 'n I SFN, EST. BY I N 'r' 00 PROPORTION I N N N N N U-1 l —_ N 88'28'25" W w I v N N N / _ _ 5580.38' _ _ _ _ I N 89'29 51 W 2619.44 w - — — — — — — — — — — FD. 1 I.P., W/PLAS. PLUG, ---- -------T---- PLS 6261, NO REF., FLUSH, ACC. C) N I I ^www (N 89'51"28 W 2620.53' R5)po�m to Lo AS E. 1/4 COR., SW 1/4 SEC. 32 b 04 N I I N � o ' PER RS 24/97-98. zCo Lo C)ZI \ IEN I ��I ZI•d- I w��.-- Ntaw W� c � N I 00 00 l o w � — I I o 0Ao I� M,NI¢ �——1b440N0. SFN, EST. BY I \ MI / 1 i I b b o PROPORTION I z FD. GEAR SPK. & W., Z .z= 1 I LS 7083, FLUSH, PERI I `V FD. NAIL & WASHER, ILLEG., I I CR08-0072. N o — — — - 2775.89' (2775_92' R7) — — — — — — — — (N 89'43'11" W) I 1FLUSH, NO REF. ACC. AS �- _ 2776.73' (2776.77' R (1120.35' R2 _ _ _tt S 1/4 COR. SEC. 32 PER N 88'04'31" W 5552.62' Lo RS 24/97-98. (N 88'04'23" W 5552.69' R7) o��N 89'43'08" W N 89'37'30"W'37'49" W 1120.39' (N 89'37'40" W 1MWD �^»5.35'I 1 BRASS R.6W R.5W MATH LAKE MATTHEWS �FD 2 .P W/ ( )FD. 2 IP, W/BRASS DISKCAP, "MWD LSS5113 1992" S36 S31 N=2,257,399.850STAMPED LS 4218, UP 0.5D. NAIL AND WASHER, PLS DN 2.0' ACC. AS SW 1/4 T3S E=6,201,354.260 AS SHOWN, ACC. AS SE COR.083, FLUSH AT CL EL SEC. 31 PER R.S. 95/ T4S FD. 1 STAINLESS STEEL ROD IN SEC. 31 PER RS 63/91-9537-57 & R.S. 151/80. 1992LARGE BOULDER UP 1.0', 50' NW & R.S. 151/80. OBRANTE ROAD PER CR L.S. 5113 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# 210157 SCH. A SEC. 32, T3S, R5W SCALE: 1" = 400' 400 200 0 400 GRAPHIC SCALE IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA I � i. �Ift-d`gbl 19 zkyl 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 I- - BASIS OF BEARINGS: SEE SHEET 2 ---------------------- I � f (0) - INDICATES RECORD DATA PER PARCEL MAP, PMB 86/39-40. (R4) - INDICATES P1�1D N 88'30'25" W 1 I I 1�bo o o 0 833.36' 1 I I (R8) - INDICATES o I I (R9) - INDICATES c I i z N I I 777T- INDICATES o I I FD. 3/4" I.P. REQUIRED PRIOR TO ISSUANCE OF A GRADING OR BUILDING PERMIT. IF REQUIRED, o w M C I 1 W/NAIL & TAG, �N L TO THE TRANSPORTATION DEPARTMENT FOR REVIEW AND APPROVAL. RCE 862, DN. N 56'31'52" I 1 0.2' PER PMB wW �- 56'12'25" 1 86/39-40 102.00' z T.3S. I hl 265.30' R3) 1/4 I 56'35'00" S31 } S32 1 I N 8852'04" W 7838'08" R.5W. 1 5608.41' L16 LS 4218 _ SEC. 31 W i w FD. 2" IP, W/BRASS DISK, I / 387.92' R3 STAMPED LS 4218, AS SHOWN, 40'55'00" ,ro N UP 0.5', ACC. AS E1 /4 COR. I PIN E SEC. 31 RS 63/91-95 & L17 N 19'50'18" PM 86/39-40. 287.91' z (N 69'09'10" E 203.70' R3) i DETAIL "A" 19'13'45" • - INDICATES FOUND MONUMENTS AS NOTED HEREON. O - INDICATES FOUND 1" IRON PIPE TAGGED L.S. 8554, FLUSH, PER TRACT No. 36730-1, M.B. 4 %&1- , PG SS- ba ■ - INDICATES FOUND 1" IRON PIPE TAGGED L.S. 8554, FLUSH, PER TRACT No. 36730-2, M.B. 49q , PG U 5 -1S 0- INDICATES SET 1" IRON PIPE TAGGED L.S. 8554, FLUSH; AT ALL TRACT 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 76 NUMBERED LOTS AND 12 LETTERED LOTS. THIS TRACT MAP CONTAINS 24.25 ACRES GROSS. FD 1" I.P. W/BRASS CAP DN �0.8', IN LIEU OF 1" I.P. W/CAP 30 29 STAMPED "RIV. CO. SURV."ACC. - AS NW COR SEC. 32, PER 31 32 MB 314/63-71. N.T.S. FD. 1/4" REBAR, DN. 1.0' NO REF., ACC. AS NW COR. BK 1916, PG 214-217, O.R. zz FD. 1" IP, RCE 17550, FLUSH,- ACC. AS (11 INT. MCALLISTER & BLACKBURN PER MB 328/25-27 -- N 88'52'04" W SET BRASS CAP, LS 8554 N 88'30'25" W 833.36'_,-e,L10 (N 8953" W 833.36' R8) L12 _ -5.608. 1' . BLACKBURN RD.-/"-rI RECORD DATA PER RECORD OF SURVEY, RS 63/91-95. � `', SEVION 3� (0) - INDICATES RECORD DATA PER PARCEL MAP, PMB 86/39-40. (R4) - INDICATES P1�1D TRACT No. 29372 r- C 1�bo o o 0 MIS 32 0 /25-27 til RECORD DATA PER RECORD OF SURVEY, RS 151/80. (R8) - INDICATES r"/39-40 AS INST. N (R9) - INDICATES NAIL & TAG, RCE 1958, AS I� z REC. & MEAS. DATA PER TRACT NO. 36730-1, M.B. u 0 REC. & MEAS. DATA PER TRACT NO. 36730-2, M.B._ 777T- 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, N BE CONSISTENT WITH THE REQUIREMENTS OF THE COUNTY OF RIVERSIDE'S MUNICIPAL STORMWATER PERMIT WHICH ARE IN AFFECT AT THE TIME �N C.0N TO THE TRANSPORTATION DEPARTMENT FOR REVIEW AND APPROVAL. L2 N 56'31'52" E 265.20' wW N 56'12'25" � L 102.00' N.T.S. FD. 1/4" REBAR, DN. 1.0' NO REF., ACC. AS NW COR. BK 1916, PG 214-217, O.R. zz FD. 1" IP, RCE 17550, FLUSH,- ACC. AS (11 INT. MCALLISTER & BLACKBURN PER MB 328/25-27 -- N 88'52'04" W SET BRASS CAP, LS 8554 N 88'30'25" W 833.36'_,-e,L10 (N 8953" W 833.36' R8) L12 _ -5.608. 1' . BLACKBURN RD.-/"-rI RECORD DATA PER RECORD OF SURVEY, RS 63/91-95. � `', SEVION 3� (0) - INDICATES RECORD DATA PER PARCEL MAP, PMB 86/39-40. (R4) - INDICATES P1�1D TRACT No. 29372 r- C 1�bo o o 0 MIS 32 0 /25-27 til RECORD DATA PER RECORD OF SURVEY, RS 151/80. (R8) - INDICATES r"/39-40 AS INST. NO. 36287 IN BOOK 1916, PAGE 214, O.R. (R9) - INDICATES NAIL & TAG, RCE 1958, AS INST. NO. 94197 IN BOOK 2389, PAGES 19&20, O.R. z REC. & MEAS. DATA PER TRACT NO. 36730-1, M.B. u FD. COPPERWELD, STAMPED: -77 - 8 2, IN BOULDER, -7 "EC 21377 1992", DN. 0.3' II i P R PM 86/39-40 j DISTURBED, NOT ACCEPTED, i l I- 11 I f EST. AT REC. DIST. PER (R6) j 1- SFN, EST. AT REC. DIST. PER (R4)-4 I � I r J 1 a, 1 TRACT No. 28878 M9 299/66-74 /66-74 -1 3 Lci N 88'28'25" W1=� sbo� m -1 -1J 33' FD. 1" I.P., LS 5346, FLUSH, 7 PER MB 314/63-71 1 . " re L11 1 SEE DETAIL A" ABOVE L_ J-:�- FD. 3/4" I.P., W/NAIL & ITAG, RCE 862, FLUSH, PER PM 86/39-40 LO -' L14 �L16 FEBRUARY, 2022 SURVEYOR'S NOTES, CONTINUED SHEET 3 OF 11 SHEETS (R1) - INDICATES RECORD DATA PER RECORD OF SURVEY, RS 63/91-95. (R2) - INDICATES RECORD DATA PER RECORD OF SURVEY, RS 95/37-59. (0) - 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 AS INST. NO. 36287 IN BOOK 1916, PAGE 214, O.R. (R9) - INDICATES RECORD DATA PER GRANT DEED RECORDED DECEMBER 31, 1958, AS INST. NO. 94197 IN BOOK 2389, PAGES 19&20, O.R. (( ))- INDICATES REC. & MEAS. DATA PER TRACT NO. 36730-1, M.B. u [ ] - INDICATES REC. & MEAS. DATA PER TRACT NO. 36730-2, M.B._ 777T- 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. --------------------�♦ SEARCHED, FD. NOTHING, 1 SET NOTHING 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. L151 �SEEE �ABOVE AI o�L\ 00 FD. 3/4" I.P., W/NAIL, NO TAG, DN 0 2 NO REF. ACC. AS ANGLE (0 °- " BK.2389, PG19&20 I PT. PER R9, SET TAG LS 8554 cd o REC.12/31/58--I N N I SFN, EST. BY REC. DIST. & ANGLE FROM STY FD. 1" I.P.L NO TAG I.P., W/NAIL MON. PER GRANT DEED REC. DEC. 31, 1958 UP 0.2', PER PM \\VFD. 3/4" & 1 86/39-40 & PLAT YE -18 IN BK. 2389, PG. 19&20, O.R. / TAG, RCE 862, FLUSH, 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, ! N l DN. 0.2', NO REF., ACC. AS ANGLE N'LY LINE, S1/2 SE1/4, SEC. 31 I o PT. PER R9 SW1/4, SEC. 32 N 89'29'51" W 3 3;2619.44' (N 89'51)28" E 2620.53' R5) 5580.38' _ 1309.72' s 4,�, _ 1 1309.72' (1310.38' R5) -- - - - FD. 1" I.P., W/PLAS. PLUG, 928.57 SFN, EST. AT MID -PT. °; 1 PLS 6261, NO REF., FLUSH, ACC. Lij BTWN. FD. MONS. z z SFN, EST. AT REC. DIST. & ANGLE AS E. 1/4 COR., SW 1/4 SEC. 32 FROM WTY MON. PER GRANT �v � W � - � I PER RS 24/97-98. x DEED REC. _ DEC. - 31, 1958 - IN �r �.; J Ijr o L18 - - I BK. 2389, PG. 19&20, O.R. C-4 CO � - - SFN, EST. BY !� j FD. 3/4" I.P., NO TAG. (RUSTED) ' No () I z?,?� PRORATION FROM 9 I DN. 0.3', N 45'10'29" E 0.56', NO I o 0 THE E1 16TH COR. REF. NOT ACC. EST. BY PRORATION - I SEE DETAIL C" BELOW � � J � SFN, EST. BY - - - 657.49' � _ '-"'�' -1 PRORATION - - - FD. 3/4" I.P. W/PLAS. I L I- -I I 986.23 328.44 329.05 986.23' (986.46' CALC. R5) ' FD. 1" I.P., LS 5346, FLUSH, _ r w 1 I � BETWEEN FD. a 1314.67' 1315.28' (N 89'47'44"�SW E 1315.28' R5) �`' w PLUG, ILLEGIBLE, NO REF., PER MB 314/63-71 I -ii Fo� MONUMENTS I N 89'34'54" W w 2629.95' (2630.52' CALLC. R5) r. lob DN. 0.2' ACC. AS E. 1/16 FL �r �n . v N'LY LINE, _ COR. �_ I o ��COR. OF SW 1/4 SEC. 32. TRACT No. 2 00 73 1 r- I � u) d �N Ln PER RS 24/97-98. � �+ S1/2, S1/2, -�' 'rn PAR. 3, R5 �M 9 314/63-71 � 1 _ J � o � o � ,`rn,I SW1 /4, SEC. 32 ;.ice I I � ,n l z z I z v o FD. GEAR SPK. & W., , ;I I SFN, EST. BY LS 7083, FLUSH, PER c I FD. NAIL & WASHER, ILLEG., 36 - I- -I -I _�-� I _ PRORATION Z r�2 CR08-0072. ' FLUSH, NO REF. ACC. AS =T� - - - - - - 31 32 - - � _S 1/4 COR. SEC. 32 PER _ _ �_ 990.19' - - - - 859.99 -RS 24/97-98. (N 88'04'31" W 555262-.62 (839.96'9R4 6 N 89'43'08" W 1120X39'-- 464.68' L22(N 89°43 11" W 1120.35 R2) N 89'37'30" W 1324.76' FD. NAIL AND WASHER, PLS 7083, NTE RD. FROM FD. MON AT B.C.LON EL SOBRANTE ROAD I. GEAR SPK. WASHER LS070 32) PERSH AT CL EL CR 08-0071, ACC. AS AS 11/16 MCALLISTER ROAD. FD. 2" I.P. W/ 1" BRASS CAP T. .31 S323S. R.5W 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 314/63-71. L.S. 4218 R.S. 105/11-15. nS36 CURVE DATA # DELTA RADIUS LENGTH C1 (R4) 8'45'21" (8'45' 15" 1200.00' 1200.00' 183.38' 183.54') C2 4'33'03" 3000.00' 238.28' C3 6'57'41" 1200.00' 145.80' EASEMENT NOTES SEE SHEET 2 NOT A PART, PER QUITCLAIM DEED RECORDED OCTOBER 5, 1988, AS INSTRUMENT NO. 288800, O.R. 33' I I � W I I cc I � N 89'2'8'21'E) RAD I I FD. 1"I.P., LS 5346, FLUSH, PER M.B. ---� 314/63-71. 1 1' M U - L29 Imo' 30' 1 15' J - L25 � ---*. FLUSH, (Z EL SOBRANTE RD. PER CR COR. SEC. 5 08-0073, ACC. AS NW COR. SEC. 5 I I W 1 I� DATA U-1 I BEARING DISTANCE # o� o o C ca r N 8730'42" CD 30.00' o o' N 51'54'25" .I� 80.00' 33 37' jl E �- DETAIL "C" N N.T.S. W 80.00' R8 IP# 210157 SCH. A SEC. 32, T3S, R5W COURSE DATA COURSE DATA # BEARING DISTANCE # BEARING DISTANCE L1 N 8730'42" E 30.00' L14 N 51'54'25" W 80.00' (N 81'53'00" E 30.00' R8 N 52'17'00" W 80.00' R8 L2 N 56'31'52" E 265.20' L15 N 56'12'25" W 102.00' (N 56'30'20 E 265.30' R3) (N 56'35'00" W 102.00' R8 L3 N 7838'08" W 387.96' L16 N 40'32'25" W 47.97' N 78'39'40" W 387.92' R3 N 40'55'00" W 47.97' R8 L4 N 69'10'47" E 203.80' L17 N 19'50'18" E 287.91' (N 69'09'10" E 203.70' R3) (N 19'13'45" E 287.44' R9 L5 N 19'07'12" E 199.25' L18 N 86'47'08" W 371.07' N 19'06'20 E 199.45' R3 N 87'24'30" W 371.07' R9 L6 N 14'40'51" W 167.75' L19 N 59'47'08" W 409.13' N 14'41'30" W 167.72' R3 N 6929'20" W 409.80' R9 L7 N 40'34'38" E 174.28' L20 N 59'51'58" W 115.72' N 40'34'10" E 174.27' R3 N 6929'20" W 115.78' R9 L8 N 24' 13'58" E 200.16' L21 N 89'43'08" W 130.20' N 24'13'50" E 200.11' R3 L22 N 89'37'49" W 195.35' L9 N 01'45'15" E 293.55' L23 N 40'32'25" W 75.00' N 01'45'13" E 293.54' R3 N 40'55'00" W 75.00' R8 L10 N N 17'5755 18'20'30 W W 47.22' R8 L24 N 40'32'25" W 27.03' 47.22' N 40'56'00" W 27.03' R9 L11 N 61'12'55" W 50.00' L25 N 88'43'57" W 45.00' N 61-35'3U' W 50.00' R8 L26 N 88'43'57" W 8.00' L12 N N 36'03'55" 36'26'30" W W 45.00' 45.00' R8 L27 N 01' 16'03" E 50.46' L13 N 06'31'25" W 165.00' L28 N 89'30'39" W 8.61' L29 N 89'30'39" W 45.61' v N 06'54'00" W 165.00' R8 IP# 210157 SCH. A SEC. 32, T3S, R5W SCALE: 1" = 200' 200 100 0 200 GRAPHIC SCALE IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 0 Eel &Tle & El I W�_ 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 400 600 SHEET INDEX MAP Ox INDICATES SHEET NUMBER I � ----------- ---------- �i I I I I ►II I I I I I I � III I I I I I I I I I I III I 1 I I�►, I I OP 14 EN SPACE LOT 69 41 I LOT 73 - OPEN SPACE 13 16 - 40 12 15 O� O LOT 74 - OPEN SPACE _ j ► I 21 22 23 = 39 49 50 51 52 53 ` - - -II ti II �. 11 19 20 38 48 -► I II all 10 0 18 26 25 24 0 37 36 47 -LOT 17 „K. 27 I o 4 9 ' 28 _ 46 29 - 58 57 56 55 54 8 30 N 31 32 33 45 o 7 -�`'� LO 72 34 3� 44 � 61 62 63 I 1 0 59 60 15 ,� 2 r 6 FEBRUARY, 2022 SHEET 4 OF 11 SHEETS ----------------------- Z \Z i `L `\ 1 LO \\ \ (o rn ---- \ =" I � I I N 01'06'15" E 12.0' N z N 89'43'08" W 19.0' 1650.1' TO— PLY O—PLY LINE, o SW 1 /4, I j EL SOBRANTE ROAD SEC. 32 I I I I -�-- N 89'43'08» W 990.19' I ------------------------� DETAIL "A" N.T.S. LOT "M" 1' BARRIER STRIP LOT 76 OPEN SPACE =� 8 0 .�.� .•w 5 4 3 439 I OPEN SPACE - OT I — — — — — — — — — L LOT 71 i�o�,��` ' 64 65 66 67 -68 - e r — �I ; — I� ► \ - 5 � 7 I � I I _4 � i SI r 1 1 II I I I I \ DRY CREEK D i i I it i 1 I I— —I — I ►— - I LOT 75 \ I I TRACT No. X367 300 -� —1 I OPEN I SPACE -� I - - , w3- u - - I - - r CC V-- LOS CARNEROS COURT - lEE I — > I I ►- - - J � oti`� — ¢ — o J.-- � I I I III 0& } c I I I W I \ �. / W _ I I /�� I�(/ W -MT. VEERER J Lu > I r—I �-- _ 1 T �� ` I> DRIVE I I— w I I ' I- -- Cn OI cr I I- J I J I f Y �� �/ / �� I c � o Q ,_, "�� I % [VRA � loo X36730-2-� > CO3�. — _ �� J _ HIGH VALLEY DRIVE I I) T T-- I 6 SEE DETAIL — » A ABOVE I —_ EL SOBRANTE ROAD - --- ==___- ------ -- -------------- --- ------_--_____ -----______ -- ---- — ----�— -------------------- -- T SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 IP# 210157 SCH. A SEC. 32, T3S, R5W i I I I i 1 I 5 4 3 439 I OPEN SPACE - OT I — — — — — — — — — L LOT 71 i�o�,��` ' 64 65 66 67 -68 - e r — �I ; — I� ► \ - 5 � 7 I � I I _4 � i SI r 1 1 II I I I I \ DRY CREEK D i i I it i 1 I I— —I — I ►— - I LOT 75 \ I I TRACT No. X367 300 -� —1 I OPEN I SPACE -� I - - , w3- u - - I - - r CC V-- LOS CARNEROS COURT - lEE I — > I I ►- - - J � oti`� — ¢ — o J.-- � I I I III 0& } c I I I W I \ �. / W _ I I /�� I�(/ W -MT. VEERER J Lu > I r—I �-- _ 1 T �� ` I> DRIVE I I— w I I ' I- -- Cn OI cr I I- J I J I f Y �� �/ / �� I c � o Q ,_, "�� I % [VRA � loo X36730-2-� > CO3�. — _ �� J _ HIGH VALLEY DRIVE I I) T T-- I 6 SEE DETAIL — » A ABOVE I —_ EL SOBRANTE ROAD - --- ==___- ------ -- -------------- --- ------_--_____ -----______ -- ---- — ----�— -------------------- -- T SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 IP# 210157 SCH. A SEC. 32, T3S, R5W IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 36730�3 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 FEBRUARY, 2022 -1 ii I 1 I FD. 1° I.P., NO TAG, UP 0.2', Qf OPEN SPACE I II I 51 PER PM.B. 86/39-40 & PLAT REF., ACC. AS ANGLE 52 53 I II I (139), YE -18, SET TAG LS 8554. 82'30'42" _ ARROYO I II I L2 N 8903'28" E FD. 3/47 I.P., W/NAIL & 46 L3 couRT -- 73'51'14" FD. NAIL & TAG, RCE TAG RCE 862, FLUSH, 28.01' I II I Edi -SN (% 862, IN BOULDER, PER PER P.M.B. 86/39-40. ti - - - - - -i II I N 5z �0'�� �8'38,p83 P.M.B. 86/39-40. E = I I► I << w 75 60 .. L7 OPEN 38j96)) W SPACE I II 1 0;10 42 88'5177" 4-r E)i 6203.80, L2 ------� 11 . OT11111 87'52' 10" '-� YORK MOUNTAIN D IVE 79.75' «" N 09'19'40" [L18] 38.47' L11 N 14 E 56.00' L12 I 11 L1 13 E 27.00' L13 N 82'58'10" E 4.96' L14 N 39'08'18" 69 25.34' L15 N 89'24'34" E 16 OPEN SPACE 41 OPEN 87*05'52„ 11 37� 12 L17 N 82'20'34" E SPACE 15 73 1 130' 30' I GS LEAP OR 40 N RPO 1 uj I II I 11 I _ g1P -----1 i1 1 21 22 23 it 4 1 10 20 = 39 col I q o I w O 19 2i� I II N I Q _ U 17 18 F- -----{ II 3 00 I � LL Q O I II 1 cn 9 = i U 38 _ 77AD'O I II I z F- 0 II N 1O -' 26 25 24 O R -----1 11 Z 1 O ��Z 28 27 a it v 1 0 8 � 29 37 36 I 11~ I 30 +, iw a 1 LOT ++E - -�_ ir I 11 I- I 7 r- CINo RIDG DRIVE 0 I 11 -j 1 MEND W -4 ,. I II c/) i ---� -----� 11� I o ?W 31 32 1 11 H 1 6 2 \� 1 ~ w o 33 34 C i 3 0�� - OPEN SPACE 35 -1 11 J I 5 4 V 2 MO -Al I 11 Q 1 �\ HIGHLAND GROV O OQO - - - -I 112 - I 71((,&:76* 15,15 E 1104 I II I OPEN SPACE 4S O I 11 - - o 11 i LOT "B" 8 43 I II IL24 R=800.0 I� I 1 it n _ _ _ .-► i► I 1 i � i I � i- -i TRACT No. 36730-1 � M.B. I I SURVEYORS NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 100 50 0 LOT "M"- 1' BARRIER STRIP 74 48 49' 50 Qf OPEN SPACE DN. 51 NO REF., ACC. AS ANGLE 52 53 47 (139), SET TAG LS 8554. 82'30'42" _ ARROYO 30.00' L2 N 8903'28" E SF CO- 46 L3 couRT -- 73'51'14" E 28.01' 45 J/ 0 58 57 65'36'42" W 23.17' 56 55 54 44 J COD 69'23'42" E �O ¢ 59 N 'Q 75 60 6162 63 L7 OPEN 85'20'11" W SPACE L8 42 88'5177" W 62.75' L9 OT11111 87'52' 10" '-� YORK MOUNTAIN D IVE 79.75' L10 N 09'19'40" [L18] 38.47' L11 N 80'40'34" 0 J SCALE: 1" = 100' 100 GRAPHIC SCALE L12 L11 w rz 15- 73 Z �.-�0 Oz z tO 64 65 66 67 68 U ,.D [L16] [L 13] E _ [L 14] N [L17] -RAD L15 I TRACT No. 36730-2 M.B. - 7 S- �yo23 - poq 5' 5 3 -e SHEET 5 OF 11 SHEETS 200 300 --76 OPEN SPACE M 0 00 N 0 0 F-1 z FD. 3/4" I.P., W/NAIL, NO TAG, DN. 0.2', NO REF., ACC. AS ANGLE PT. PER (139), SET TAG LS 8554. IP# 210157 SCH. A SEC. 32, T3S, R5W CURVE COURSE DATA # # RADIUS BEARING Cl DISTANCE L1 N 82'30'42" E 30.00' L2 N 8903'28" E RAD 134.29' L3 N 73'51'14" E 28.01' L4 N 65'36'42" W 23.17' L5 N 69'23'42" E 140.51' L6 N 89'23'56" W 160.66' L7 N 85'20'11" W 62.48' L8 N 88'5177" W 62.75' L9 N 87'52' 10" E 79.75' L10 N 09'19'40" W 38.47' L11 N 80'40'34" E 56.00' L12 N 80'40'34" E 27.00' L13 N 82'58'10" E 4.96' L14 N 39'08'18" E 25.34' L15 N 89'24'34" E 125.34' L16 N 87*05'52„ E 11.35' L17 N 82'20'34" E 194.52' L18 N 23'44'36" W 35.21' L19 N 26'04'22" E 22.92' L20 N 14'06'41" W RAD 56.00' L21 N 51'23'10" E68.23' L22 N 76'21'57" W 29.24' L23 N 45'23'09" E RAD 39.00' 124 N 82'30'32" E 183.73' IP# 210157 SCH. A SEC. 32, T3S, R5W CURVE DATA # DELTA RADIUS LENGTH Cl 3721'31" 300.00' 169.43' C2 16'25'05" 450.00' 130.26' C3 5' 16'1 S' 828.00' 76.16' rW1 24'30'09" 1 328.00' 1 140.27' IP# 210157 SCH. A SEC. 32, T3S, R5W I I I I I I I I I i I I I 7 I I i I SCALE: 1 " = 40' 40 20 0 40 GRAPHIC SCALE 80 120 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO, 36730-3 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 FEBRUARY, 2022 22 23 20 21 SEE SHEET 7 1 9 X51'54" E N 80'16'55" E RAD N 85-22'06" N 6sj 48'� �' E N 7 57.78, 62.68' 7 26' 84.28! 18 62• 5.64! 48' 90' 181' �a. Or ioj�ru�� `�a\ SHEET 6 OF 11 SHEETS SEE SHEET 7 28' I 28' 66. 44 1 b = N I ► } } } g } 28' } ; } 28' } 17 615,22 E �° ��' o N ^' �° W 38 I 37 N L6 i I CN oo " E 80.63 3614 o z I I I I o w " N 69 51'32 36 26, Z i I I Imo, OC N 79'09 36 E 78.00Ln 31 � � 25 ^ 1- 5 6' I I I I N 80'26' 19" E 116.69' cn � 67.84' 10.16'44 Z o 26 `� _� 24 °M° 0 1 1 I I 5 6 � rn o N o �u �I Nco 27 Z II I ILq M>�_, o N z �1 Q ti IL20' I b> OC Ki - � z �'cs3 0 c� I = II o 8 Z d ��_ U, v; 28 w - o/o ^ '`' I I I 28.00' No `�4 N I S z � ? ,<v J E- O � N1 a ^�/37 nl II �I"' 30 "'-- 2g L=52. 82, zI 28.00' �'� z ^0o If o " Nv J Z 44'S1" L=63.00' A=5.44 40 L�2. 96 d=4' 49' 10" 1 ,� 28.00,I n A L1 / N 80'2619 E 116.19 N , ' 0 I �'Lr � �,1 °2 51 0� 44' 31" L p 27914' 01" R=628.00 L=298.50 _ ^ I o� o , (� I y p0 \,'6 " -56 16 R,vE A=35' 45' 16 R=600. 00 L=;374. 42 J I d' I W I A o Q 28.00' I Co �`Ci 10, 43 �' RIDGE O b=31' 04' p- =325. 35 _ 1 1 0 i o d rn - - - o I w cr (Y5 �NO EESI C2 1r d=2 5" -L - _c 17 I W , I oO z C.� W/ti �� , g8' NOOC les --�' Z Ir LOT iicii L=247. 77 0j tr I 1 Z a' 7 o c1qN J ;\ � / s`3� �> I * L , 34" `;g1; \Nw m . lPR1j 6, C2 f i o C 4 N opo i � I I a J /Q X0,93 I A=8'53'38" L�7.74 0_12 37 x_146 41 \o ,� • 05, 41„ \. C4 � o � I 0.98 AC. d=19' 13'56"R�72. 00' i m I I co I� I H �`t zJ A=22' 33' 33" R=372.00 0,12 " �� 4 �0, A=7 55' 59" L=79. 20' d=7. "L-192. pp, _ I I `��' I I 113.36' o Z 2pg• 49' -/ \mow N �' �0� �16 54' �Q �' l�,z 53 26 L=78. 77, N W f W ;� I� I E RPD Q 1 d=7'18'20" -' d=29' 51' 53" R--400- ()01 L- \� 12 °0 " ��6.11 L7 L8 iW I I � I� OPEN N 694616 d'- d=1 L_5�� ___--- _ - \� R ,�142 �2 L5 L8 �� C� r mlo Z V� I J � SPACE � ��o, L=8s4p��9" --- I- 128 45' „ \ p \N r w W rn W J d I�" I- I .J I - o ,� �' rn I oNo_00' 1-- °' -5 -12 \ � , w o, v; I I Q � Ic" i\ 6= sr `iS6, I 11' 33" ?\--4'2b- �=1' q 85' \�� o� o O m � cli i� o 70 010 I 1 � � -1 < 31 I I V Iz 0.78 AC. �x,125. 91, N 71'25'37" E C14 h=81 18' 47" L�2. p,1 °2 31' i Z v\ \ 5 C-) N _ 32 I I I c X4.58' 15» 40.99 II I I 6 `�1 80' A=1'32'11" IZ a v\ v= �� 1 o A r- z N oIQ '0Io I I I L=11.48 D i, Z a\ rn �� z z„ m y m bo ► Io- o I \os cn j co v z �I I00 I I LA 37 I I 6'' cn I z cr cq 2 \\ o rn 0q , I I v; w cr w w w L =49. 88 z cn I� p. 3 � ��- o m �/) ( Ate' 35' 33" d=7' 03' 19" L� `,1 I i 30' 30' I I �, �� `5 g 4 095' , " E �� L21 L2 Nj01 .2?I' 72 0.13 AC.46OPEN SPACE Op,2L 283. , I I I o� _ 1 6459 56 1 462; d=31' 46' 05" R=489. 32 o �= N 41.52 ti°'� w I n2 00 L=271.13, E 16 25 Z �t` N `D o I j o I$ A=43' 46' 08" L=343. , B rn I I I N 89' 11 '" 47' N 6� & E I 76 C 1 1 37 I i 49 E 121.14' N 70'45'38" E 1\ o �\o /� C1 o o N 79' 16'47' E 79.06' 45 04' \� �\ G1 15' 15" R=h50. 00' L=598. 90')) 00 �- tit` �� I ^ � OPEN SPACE '71 0.25 AC. R 161 °°' \ ,1 , \� " :96(g3'7� AD Z 71'54,15" E C7 C10 C11 -10 55' 12" ��8� \� • 2°, 31 ` p GROVE ROAD I o I 0 03 " N 50.00' �v/ C8 C9 z z N 19'56'54" W `,.006 PC. �' \ 6 12 �-I�GH�-p`N VA'T STREET o I N 823032 E C6 Z 1, I L_____' W 1. \ (PRI I (i 1 85 92' R 11 / v I 1 � D 1 "= RAD - PCC 3 5811 \"' N 18'31'3 " I IcoI 200 o B / Q� o I w � c) 01 6� 6 41 , 06" \ ,10 6 W to C � ,� Q- � I crs n � 22' R=8p0 • • � \ l \ i o Im �'I I� -23 38 . 57.00' z 126.73' oo Iv p JI c� I ((N 82'30'32" E 00 183.73')) c ma a\ ' TRACT CT N0. 36730-1 I I CD 91.54' v wo E r o r� N� II W N s r N 11 000 L3 oQjv 66. 44 1 b = N I ► } } } g } 28' } ; } 28' } 17 615,22 E �° ��' o N ^' �° W 38 I 37 N L6 i I CN oo " E 80.63 3614 o z I I I I o w " N 69 51'32 36 26, Z i I I Imo, OC N 79'09 36 E 78.00Ln 31 � � 25 ^ 1- 5 6' I I I I N 80'26' 19" E 116.69' cn � 67.84' 10.16'44 Z o 26 `� _� 24 °M° 0 1 1 I I 5 6 � rn o N o �u �I Nco 27 Z II I ILq M>�_, o N z �1 Q ti IL20' I b> OC Ki - � z �'cs3 0 c� I = II o 8 Z d ��_ U, v; 28 w - o/o ^ '`' I I I 28.00' No `�4 N I S z � ? ,<v J E- O � N1 a ^�/37 nl II �I"' 30 "'-- 2g L=52. 82, zI 28.00' �'� z ^0o If o " Nv J Z 44'S1" L=63.00' A=5.44 40 L�2. 96 d=4' 49' 10" 1 ,� 28.00,I n A L1 / N 80'2619 E 116.19 N , ' 0 I �'Lr � �,1 °2 51 0� 44' 31" L p 27914' 01" R=628.00 L=298.50 _ ^ I o� o , (� I y p0 \,'6 " -56 16 R,vE A=35' 45' 16 R=600. 00 L=;374. 42 J I d' I W I A o Q 28.00' I Co �`Ci 10, 43 �' RIDGE O b=31' 04' p- =325. 35 _ 1 1 0 i o d rn - - - o I w cr (Y5 �NO EESI C2 1r d=2 5" -L - _c 17 I W , I oO z C.� W/ti �� , g8' NOOC les --�' Z Ir LOT iicii L=247. 77 0j tr I 1 Z a' 7 o c1qN J ;\ � / s`3� �> I * L , 34" `;g1; \Nw m . lPR1j 6, C2 f i o C 4 N opo i � I I a J /Q X0,93 I A=8'53'38" L�7.74 0_12 37 x_146 41 \o ,� • 05, 41„ \. C4 � o � I 0.98 AC. d=19' 13'56"R�72. 00' i m I I co I� I H �`t zJ A=22' 33' 33" R=372.00 0,12 " �� 4 �0, A=7 55' 59" L=79. 20' d=7. "L-192. pp, _ I I `��' I I 113.36' o Z 2pg• 49' -/ \mow N �' �0� �16 54' �Q �' l�,z 53 26 L=78. 77, N W f W ;� I� I E RPD Q 1 d=7'18'20" -' d=29' 51' 53" R--400- ()01 L- \� 12 °0 " ��6.11 L7 L8 iW I I � I� OPEN N 694616 d'- d=1 L_5�� ___--- _ - \� R ,�142 �2 L5 L8 �� C� r mlo Z V� I J � SPACE � ��o, L=8s4p��9" --- I- 128 45' „ \ p \N r w W rn W J d I�" I- I .J I - o ,� �' rn I oNo_00' 1-- °' -5 -12 \ � , w o, v; I I Q � Ic" i\ 6= sr `iS6, I 11' 33" ?\--4'2b- �=1' q 85' \�� o� o O m � cli i� o 70 010 I 1 � � -1 < 31 I I V Iz 0.78 AC. �x,125. 91, N 71'25'37" E C14 h=81 18' 47" L�2. p,1 °2 31' i Z v\ \ 5 C-) N _ 32 I I I c X4.58' 15» 40.99 II I I 6 `�1 80' A=1'32'11" IZ a v\ v= �� 1 o A r- z N oIQ '0Io I I I L=11.48 D i, Z a\ rn �� z z„ m y m bo ► Io- o I \os cn j co v z �I I00 I I LA 37 I I 6'' cn I z cr cq 2 \\ o rn 0q , I I v; w cr w w w L =49. 88 z cn I� p. 3 � ��- o m �/) ( Ate' 35' 33" d=7' 03' 19" L� `,1 I i 30' 30' I I �, �� `5 g 4 095' , " E �� L21 L2 Nj01 .2?I' 72 0.13 AC.46OPEN SPACE Op,2L 283. , I I I o� _ 1 6459 56 1 462; d=31' 46' 05" R=489. 32 o �= N 41.52 ti°'� w I n2 00 L=271.13, E 16 25 Z �t` N `D o I j o I$ A=43' 46' 08" L=343. , B rn I I I N 89' 11 '" 47' N 6� & E I 76 C 1 1 37 I i 49 E 121.14' N 70'45'38" E 1\ o �\o /� C1 o o N 79' 16'47' E 79.06' 45 04' \� �\ G1 15' 15" R=h50. 00' L=598. 90')) 00 �- tit` �� I ^ � OPEN SPACE '71 0.25 AC. R 161 °°' \ ,1 , \� " :96(g3'7� AD Z 71'54,15" E C7 C10 C11 -10 55' 12" ��8� \� • 2°, 31 ` p GROVE ROAD I o I 0 03 " N 50.00' �v/ C8 C9 z z N 19'56'54" W `,.006 PC. �' \ 6 12 �-I�GH�-p`N VA'T STREET o I N 823032 E C6 Z 1, I L_____' W 1. \ (PRI I (i 1 85 92' R 11 / v I 1 � D 1 "= RAD - PCC 3 5811 \"' N 18'31'3 " I IcoI 200 o B / Q� o I w � c) 01 6� 6 41 , 06" \ ,10 6 W to C � ,� Q- � I crs n � 22' R=8p0 • • � \ l \ i o Im �'I I� -23 38 . 57.00' z 126.73' oo CURVE DATA I ((N 82'30'32" E 00 183.73')) -,. °° ((A=15 57 31 / a\ ' TRACT CT N0. 36730-1 I I DISTANCE L1 N M.D.ug s3 -(eq E 56.00' L2 N 1 E 28.00' L3 N I 11L II W 27.30' - N 64'43'19" W 22.02' SURVEYOR'S NOTES SEE SHEET 3 i.f;. q 51-(c `�I 72'29'31" E 8.00' L6 N 3,T43'1 7' E EASEMENT NOTES SEE SHEET 2 IP# 210157 SCH. A SEC. 32, T3S, R5W CURVE COURSE DATA # # RADIUS BEARING C1 DISTANCE L1 N 71'28'24" E 56.00' L2 N 71'28'24" E 28.00' L3 N 1730'29" W 27.30' L4 N 64'43'19" W 22.02' L5 N 72'29'31" E 8.00' L6 N 3,T43'1 7' E 9.03' C10 N 72'29'31" E 56.00' FL7 N 72'29'31" E 28.00' 489.00' N 21'56'09" W 28.00' EASEMENT NOTES SEE SHEET 2 IP# 210157 SCH. A SEC. 32, T3S, R5W CURVE DATA DATA # DELTA RADIUS LENGTH C1 0600'02" 450.00' 47.13' C2 04'25'39" 600.00' 46.37' C3 01'01'06" 1500.00' 26.66' C4 04'41'11" 600.00' 49.07' C6 10'36'17' 100.00' 18.51' C7 3342'32" 55.00' 32.36' C8 29' 10'03" 43.00' 21.89' C9 03'00'29" 756.00' 39.69' C10 11'15'18" 100.00' 19.64' C11 14'38'26" 100.00' 25.55' C12 06'20'29" 489.00' 54.12' C13 01'01'07' 1528.00' 27.16' C14 06'09'46" 100.00' 10.76' C15 1917'48" 100.00' 17.97' C16 01'01'07 1536.00' 27.31' C17 03'50'04" 600.00' 40.15' C21 01'01'06" 1472.00' 26.17' EASEMENT NOTES SEE SHEET 2 IP# 210157 SCH. A SEC. 32, T3S, R5W COURSE DATA # BEARING DISTANCE L10 N 13'04'50" W 28.00' 1-11 N 44'32'53" E 20.49' L12 N 29'42'20" E 22.02' L13 N 71'31'17' E 9.00' L14 N 02'22'09" W 28.00' L15 N 05'17'59" E 28.00' L16 N 88'32'05" W 56.00' L17 N 70'46'29" W 12.14' L18 N 41'37'03" W 20.49' L19 N 05'37'43" W 36.03'- L20 N 0702'37' W 28.00' EASEMENT NOTES SEE SHEET 2 IP# 210157 SCH. A SEC. 32, T3S, R5W 4 SCALE: 1 " = 40' GRAPHIC SCALE I jj I II 1 II I II i 11 CURVE I I I i I DATA I II I II ((N 82'30'42" E)) I I I LENGTH I I ((30.00')) I h i T'L 1 ' I l> 30.72' � X91 02'43'19" I II 1 I I 37' 1 I 06'43'57" I I 11 II I 15700'44" 1 30' 30' I 27'35'48" I I I 11 O1 I O1 I 07'44'51" I I 1 I 37' 1 I 11 I W I 11 1 I cWn I I II I J I c� W 27.64' Lo1 i 20, I II i I 1 1 II ° II m 18 I� 1m I ILq 1 o N I is I C14 o I I I I I� N I00 Irn I 00 i1 w 1� 1bo z 1 w v I z I jl Ci I I Z Lo it CC U LLJ O o 1 i/) I z it J 1 W U i� I I O 11 i I I I o 11 I I I I Q �00 11 II 11 II I I I i I I 11 II it 1 I I i i 37' �1 I I I I SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 R FD. 1" I.P., NO TAG, UP - !O 0.2', PER M.B. 86/39-40. '„lf 1' X35 1 13 N 8(726'19" E 110.42' 12 N 80'26'19" E 111.99' 11 N 8(726'19" E 113.56' 10 N 80'26' 19" E 115.13' 9 N 8926'19" E 116.69' IN ITHE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA ,!TRACT NO. 36730�3 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 FEBRUARY, 2022 'o N L=67, 1Z, l8 D�0 Q, 35' 48" R'48 p �p9. r D � �h <1 N 80'26'19" E ° `L �- 20.00' 28' cn Co iv 07 W 69 1.11 AC. OPEN SPACE FD. NAIL & TAG, RCE 862, IN BOULDER, PER P.M.B. 86/39-40. r �W •oN o� �``?� �612�. � z Lij Ilb v: cl)_ N 89'53'53" W 118.27' °? o �, I a W 691 ° X023 � poq S1053 Or vUv)a� SHEET 7 OF 11 SHEETS CURVE DATA DATA # DELTA RADIUS LENGTH Cl 02'30'51" 700.00' 30.72' C2 02'43'19" 700.00' 33.25' C3 06'43'57" 300.00' 35.35' C4 15700'44" 300.00' 78.60' C17 27'35'48" 100.00' 48.17' C18 07'44'51" 100.00' 13.52' C19'04'25' 1 100.00' 1 8.86' C32 04'19'02" 328.00' 24.71' FD. NAIL & TAG, RCE 862, IN BOULDER, PER P.M.B. 86/39-40. r �W •oN o� �``?� �612�. � z Lij Ilb v: cl)_ N 89'53'53" W 118.27' °? o �, I a W 691 ° X023 � poq S1053 Or vUv)a� SHEET 7 OF 11 SHEETS FD. 3/4" I.P., W/NAIL & TAG, RCE 862, FLUSH, PER P.M.B. 86/39-40. o1 16 r d =25'26'20" Q40 _ L=29.30' •� 41 cc: Lo(L Lri n Z I ^ �h C-' �� p=9' 50' 11" L=124. 98' 1 N 76'18'37" E 01 lcl8' 40.99' p=92' 13, Oph �`sl6 Sir E 15 \N _ L=298.67' 5 6(o cc_ L1_ �\ N ^ 5" 11" x.173 69 30, 22" R 728.00 1 ���sssos N 5��0�P r D\ csp,`L'S3 x,13 40 123 R=7'00.00' L=369. 36' °° 0 \ �= N-5-116 30' 13' 57 `� 1 0 �s ' o�; M �� ,,�G,p- _ _--- - - ---L____ Cl C14 Q _ L1 _ z �h \ 0.63 U 1 w� 0 0 65 !� o " =goo° \'9� ` o -�" `app OR 4 L-1 fi 59' 18 ' L=322. 66' co o " "R=672. 00 N �' N � \ J L9 A=19' 53 13" R=272• \ / �,,�/� P�CJ S EE� p=27. 30 39 2 per' 23' 57" L=75. 05' 4=4' 49 54p'�� v z \�, Lo cr o co Q o �r o IM ,\°� 1� % 6= S pR,vA'CE �� N� 28 L 75.'88 L--56. 67' 1 `a Z �I ZD 00 N 6'1 N 7 9' IJ 9' 53' 13"_ R ��.��� \ o l 23' 56 75 p5 a� o o 651'25" 1� Z1� 2g, o' 8(Y2 9 E 6 33 _ '\ o �0, N o z z ,- Rp,DED 43.00' N ^ 24.39' `�' g5 2�' 1 Z w Lo b' ro oo N I ' 13" R28. " C \ 2 w 21 rn 22 (o 1 00 C'4 W �� N 73 27'12_E L9 p=19' 53 , 5 \ a? 23 z ,n i 7 _ _ - �- - - PRC b� p_5.02' 17" p °0129'4 o\CD z N 20 p0= 01 b 28' RAD - z� L=28.84 0 \� N -' 4 0 \LT\° cr o M CD N r cr� 0 39 U-, 293' 19 N o oW 00 Qo 0�' F W 18 N o a�z� "�� J 1 '7 00 g,5p" E N 73 51'54" E 63.41' N 8 62 685" E RAD N 85'22'06" E 91.54' � 6 4 78.62' O Lr � i- n � � N 62:11' 12.92' � � � o �� r-- rn 66 48' q 4.9°' 1219' v z �� o 0 2 E00 4' LL 00 Cq r 5�'2 �° 5 6' O '� 38 N , u' - M 69 51'32" E 80.63', 36 \� 26 25 24 28' 28' N 79'09'36" E 78.00'44.37' 3626 27 Z 67.84 10.16' SEE SHEET 8 28 8 5 6' -28' �! j 28' j SEE SHEET 6 30 29 w 'r' I r 001Q o 10- olIr` 3 i W W S N W W t/1 IP# 210157 SCH. A SEC. 32, T3S, R5W COURSE DATA # BEARING DISTANCE L1 N 8926'19" E 28.00' L2 N 09'33'41" W 56.00' L3 N 09'33'41" W 28.00' L4 N 01'43'47" W 36.43' L7 N 50'54'35" W 29.58' L8 RAD N 61'4656" W 21.00' L9 N 8926'19" E 24.39' L10 I N 5922'55" W 27.64' FD. 3/4" I.P., W/NAIL & TAG, RCE 862, FLUSH, PER P.M.B. 86/39-40. o1 16 r d =25'26'20" Q40 _ L=29.30' •� 41 cc: Lo(L Lri n Z I ^ �h C-' �� p=9' 50' 11" L=124. 98' 1 N 76'18'37" E 01 lcl8' 40.99' p=92' 13, Oph �`sl6 Sir E 15 \N _ L=298.67' 5 6(o cc_ L1_ �\ N ^ 5" 11" x.173 69 30, 22" R 728.00 1 ���sssos N 5��0�P r D\ csp,`L'S3 x,13 40 123 R=7'00.00' L=369. 36' °° 0 \ �= N-5-116 30' 13' 57 `� 1 0 �s ' o�; M �� ,,�G,p- _ _--- - - ---L____ Cl C14 Q _ L1 _ z �h \ 0.63 U 1 w� 0 0 65 !� o " =goo° \'9� ` o -�" `app OR 4 L-1 fi 59' 18 ' L=322. 66' co o " "R=672. 00 N �' N � \ J L9 A=19' 53 13" R=272• \ / �,,�/� P�CJ S EE� p=27. 30 39 2 per' 23' 57" L=75. 05' 4=4' 49 54p'�� v z \�, Lo cr o co Q o �r o IM ,\°� 1� % 6= S pR,vA'CE �� N� 28 L 75.'88 L--56. 67' 1 `a Z �I ZD 00 N 6'1 N 7 9' IJ 9' 53' 13"_ R ��.��� \ o l 23' 56 75 p5 a� o o 651'25" 1� Z1� 2g, o' 8(Y2 9 E 6 33 _ '\ o �0, N o z z ,- Rp,DED 43.00' N ^ 24.39' `�' g5 2�' 1 Z w Lo b' ro oo N I ' 13" R28. " C \ 2 w 21 rn 22 (o 1 00 C'4 W �� N 73 27'12_E L9 p=19' 53 , 5 \ a? 23 z ,n i 7 _ _ - �- - - PRC b� p_5.02' 17" p °0129'4 o\CD z N 20 p0= 01 b 28' RAD - z� L=28.84 0 \� N -' 4 0 \LT\° cr o M CD N r cr� 0 39 U-, 293' 19 N o oW 00 Qo 0�' F W 18 N o a�z� "�� J 1 '7 00 g,5p" E N 73 51'54" E 63.41' N 8 62 685" E RAD N 85'22'06" E 91.54' � 6 4 78.62' O Lr � i- n � � N 62:11' 12.92' � � � o �� r-- rn 66 48' q 4.9°' 1219' v z �� o 0 2 E00 4' LL 00 Cq r 5�'2 �° 5 6' O '� 38 N , u' - M 69 51'32" E 80.63', 36 \� 26 25 24 28' 28' N 79'09'36" E 78.00'44.37' 3626 27 Z 67.84 10.16' SEE SHEET 8 28 8 5 6' -28' �! j 28' j SEE SHEET 6 30 29 w 'r' I r 001Q o 10- olIr` 3 i W W S N W W t/1 IP# 210157 SCH. A SEC. 32, T3S, R5W 40 20 0 SCALE: 1" = 40' 40 NL01. a91MON.,10 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 FEBRUARY, 2022 80 120 FD. 3/4" I.P., W/NAIL & TAG, RCE V862, FLUSH, PER P.M.B. 86/39-40 N 8903'29' E RAI) ' N S 106.20' 28.00' 28' N 6910, N 19 RADS -E w 69 41 cp w AL 29.30' 0„ � 6� 2 6 �v ! � '7c� �' 1 5 OPEN N=92' 13' p ,, d�t6 � $�`� 1� f� oo. 1� a, 0 R�,6 SS 093 SPACE NN Q�G W STAGS N LEAP _ `�o� v 40 ��' 73 ��od, DRIVE 0.51 AC. SHEET 8 OF 11 SHEETS La 01 up. cn In sLO N 65 i p0 Lo I �p6 JO- -o In 01. 39 cp OCo o cr o� 23N o wsN� N1° N " 153.35' " C) = r 2;, RAD N 33-11'31' E 43.97?0 \� N 7843'06 E 0 1 N � 109.37' 2 � Za - - RAD r O �v _ bo r ao Lay, __n 5 6+ 0 n , r � 00 5 W o - W 38 �� N - �: �r g3 M CZ L't 80 L28;0 L28-o ; y r ;0 5 6'EE Z ° r m CD 47 OC wow- O 1 7' o N 88'32'05" W 106.52' v r 24 °�° oC ~ 36 Z w m M Co� W N O W �6 Q1„ v� _ I� IN o z �� ►�' w o o w cs LA IN w O OC ''' I 37 CL � v '- m N 89'31'24" W o, cD o,l w n IN /------- o I o Z Pi RAD - PCC NI= Z ^ I1 Z I' -Q N �� � --/ cv LL I 28.00' 28.00' "' 1 °' o 00 L8 z� Na I ii 74 23 86.94) 3 59 N 86'02012" W OPEN SPACE 0 0 JI 7 I^ N 83'50'54" W 90.53' RAD _ _ _ _ _ L4 J o h 6=35' 45' 6 R=600.00' L=,374. 42�' I_' 1 O ��c�� I C22 44.32' 1 �, 1 (�6 A=31' 04_06 L25.35 A=4' 41 11 L TQC 0.98 AC. J I t, I 55.5, �'� C3 C3 N 8-- 3- X54 W_9o.53' I I N 79'5g' 19" W o N _ o vOf o - A=23' 39 35 L 247. 77'0 04^ I MENDOCINO E C_5 / o v l o o rn J ► NDOCINO RIDGE �' N 79.58' » w� A=19' 13' 56" R�72. 00' L=192. 00' 1 iPRlVgrE STREE I DRIVE N / X19 RAD 10_0.79' Cv <v A=3' 24' 31'. N 83'50'54" W �� I o 45 28' o 36.92' 90.53' -' o o L4. 03' 53.61' C20 I cd d =1 '22'56" N 7958'19 W N45 L=13.80' d=2'29'39» 5.51 ^� 0 L=24.90' N CURVE COURSE DATA # # RADIUS BEARING Cl DISTANCE L1 N 76'21'57" W 29.24' L2 N 73'51'14" E 28.01' L3 N 73'54'26" W RAD 28.00' L4 N 86'02'12" W RAD 28.00' L5 N 1901'41" E 56.00' L6 N 02'22'09" W 28.00' L7 N 05'17'59" E 28.00' L8 N 88'32'05" W 56.00' L9 N 01'43'47" W 36.43' L10 N 58'22'55" W 27.64' L11 N 44'32'53" E 20.49' L12 N 65'10'25" E 28.00' L13 N 73'27'12" E 28.00' L14 N 31'56'22" W 22.31' L15 N 77'29'26" E 29.24' L16 N 70'46'36" E 19.76' L17 N 70'46'29" W 12.14' L18 N 41'37'03" W 20.49' L19 N 51'59'45" E 22.31' L20 N 60'25'05" W 19.33' L21 N 27'00'20" W 29.24' L22 N 64'45'27" W 56.00' L23 N 64'45'27" W 28.00' L24 N 10'01'41" E 28.00' L25 N 76'21'57" W 25.37' L26 N 12'29'23" W 5.57' N 06'09'06" E 28.00' LL27 L28 N 88'32'05" W 28.00' L29 N 01'43'47" W 28.00' La 01 up. cn In sLO N 65 i p0 Lo I �p6 JO- -o In 01. 39 cp OCo o cr o� 23N o wsN� N1° N " 153.35' " C) = r 2;, RAD N 33-11'31' E 43.97?0 \� N 7843'06 E 0 1 N � 109.37' 2 � Za - - RAD r O �v _ bo r ao Lay, __n 5 6+ 0 n , r � 00 5 W o - W 38 �� N - �: �r g3 M CZ L't 80 L28;0 L28-o ; y r ;0 5 6'EE Z ° r m CD 47 OC wow- O 1 7' o N 88'32'05" W 106.52' v r 24 °�° oC ~ 36 Z w m M Co� W N O W �6 Q1„ v� _ I� IN o z �� ►�' w o o w cs LA IN w O OC ''' I 37 CL � v '- m N 89'31'24" W o, cD o,l w n IN /------- o I o Z Pi RAD - PCC NI= Z ^ I1 Z I' -Q N �� � --/ cv LL I 28.00' 28.00' "' 1 °' o 00 L8 z� Na I ii 74 23 86.94) 3 59 N 86'02012" W OPEN SPACE 0 0 JI 7 I^ N 83'50'54" W 90.53' RAD _ _ _ _ _ L4 J o h 6=35' 45' 6 R=600.00' L=,374. 42�' I_' 1 O ��c�� I C22 44.32' 1 �, 1 (�6 A=31' 04_06 L25.35 A=4' 41 11 L TQC 0.98 AC. J I t, I 55.5, �'� C3 C3 N 8-- 3- X54 W_9o.53' I I N 79'5g' 19" W o N _ o vOf o - A=23' 39 35 L 247. 77'0 04^ I MENDOCINO E C_5 / o v l o o rn J ► NDOCINO RIDGE �' N 79.58' » w� A=19' 13' 56" R�72. 00' L=192. 00' 1 iPRlVgrE STREE I DRIVE N / X19 RAD 10_0.79' Cv <v A=3' 24' 31'. N 83'50'54" W �� I o 45 28' o 36.92' 90.53' -' o o L4. 03' 53.61' C20 I cd d =1 '22'56" N 7958'19 W N45 L=13.80' d=2'29'39» 5.51 ^� 0 L=24.90' N � 7334'2 a W 32 W 33 5.000 6 W �3 = w I M W 3 /1, N 35 W LO I m N c"LO p p v h N N I o co o I !t �� � oo .o 1 44 co cv ry Z: v ii Ll1 tAj� o ,� A=7' 11' 53"L=64. 20' z/ o `� �, 8 \ A�31' 46' 02 d=7' d=7'16'30" o / j 00 L 283 3 4, 88' d L 1 4_ l ata R9 5g» A� ' L-� W W 2 cn W W N - /Z 1 46 05 R_ pp 2 4. 38, 1* / 6 h ��V r,,: qp 6V -489. 0.13 AC. L '271 , / \-\ ti `O� d`1' `Q Liv OPEN SPACE e LOT „ �� 13 15 �z�8 °� 2'IV� �`� Cl 1.06 Ac.h' 43 ;r � /�O r r L 1343• �6, ,� / p .?` 2 = A ^� / W b' ! `450 00 �� ham/ W 90 cnU. 9 '°Rig R42 `� �TESTOV� RO Cl �;'�°� °8, 51 ��'-0 5r 4j TRACT No. 36730-1 SURVEYORS NOTES SEE SHEET 3 \ I - ► / EASEMENT NOTES SEE SHEET 2 IP# 210157 SCH. A SEC. 32, T3S, R5W CURVE DATA # DELTA RADIUS LENGTH Cl 06'00'02" 450.00' 47.13' C2 0603'53" 450.00' 47.63' C3 03'50'04" 600.00' 40.15' C4 06'43'57" 300.00' 35.35' C5 15'00'44" 300.00' 78.60' C19 05'04'25" 100.00' 8.86' C20 03'52'35" 572.00' 38.70' C22 03'52'35" 628.00' 42.49' C23 00'51'07" 1 628.00' 9.34' � 7334'2 a W 32 W 33 5.000 6 W �3 = w I M W 3 /1, N 35 W LO I m N c"LO p p v h N N I o co o I !t �� � oo .o 1 44 co cv ry Z: v ii Ll1 tAj� o ,� A=7' 11' 53"L=64. 20' z/ o `� �, 8 \ A�31' 46' 02 d=7' d=7'16'30" o / j 00 L 283 3 4, 88' d L 1 4_ l ata R9 5g» A� ' L-� W W 2 cn W W N - /Z 1 46 05 R_ pp 2 4. 38, 1* / 6 h ��V r,,: qp 6V -489. 0.13 AC. L '271 , / \-\ ti `O� d`1' `Q Liv OPEN SPACE e LOT „ �� 13 15 �z�8 °� 2'IV� �`� Cl 1.06 Ac.h' 43 ;r � /�O r r L 1343• �6, ,� / p .?` 2 = A ^� / W b' ! `450 00 �� ham/ W 90 cnU. 9 '°Rig R42 `� �TESTOV� RO Cl �;'�°� °8, 51 ��'-0 5r 4j TRACT No. 36730-1 SURVEYORS NOTES SEE SHEET 3 \ I - ► / EASEMENT NOTES SEE SHEET 2 IP# 210157 SCH. A SEC. 32, T3S, R5W IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 36730�3 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. �I DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING FEBRUARY, 2022 SCALE: 1 " = 40' 40 20 0 40 80 120 N 86'02'12" W o RAD Z 28' o 55-51, N 7g'58' 19" W O �o N 79-58'191, W 100.7g • 04 N 7g58'19" W o, 55.51' l � N7RAD 3 54'26" 00, _ 5. W 28, h 35 --j h o o • v / �c o �l % 28,1 SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 GRAPHIC SCALE 4 ry' 69 2�, 42 = N g6 4 • 1 24, -� 'J�89 RAD z v CURVE LOT 73 DATA OPEN SPACE DELTA RADIUS r 7fj 0 N RPD 40.11' C2 q 300.00' Q C15 10'17'48" 6: 17.97' C28 16'18'41" ao 0 LLjW 100.00' cl! 4, m 328.00' v 09'19'40" n L4 ww w t° 0 36 0 _ r � W N � O N to M ,I,? C9 6.01' J N 86'02'12" W o RAD Z 28' o 55-51, N 7g'58' 19" W O �o N 79-58'191, W 100.7g • 04 N 7g58'19" W o, 55.51' l � N7RAD 3 54'26" 00, _ 5. W 28, h 35 --j h o o • v / �c o �l % 28,1 SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 GRAPHIC SCALE 4 ry' 69 2�, 42 = N g6 4 • 1 24, -� 'J�89 RAD z v LOT STRIP) (1 BARRIER tivti3-nogsu� D'ciq�nwl SHEET 9 OF 11 SHEETS CURVE DATA DATA # DELTA RADIUS LENGTH C1 07'39'40" 300.00' 40.11' C2 0344'29" 300.00' 19.59' C15 10'17'48" 100.00' 17.97' C28 16'18'41" 100.00' 28.47' C29 05'04'26" 100.00' 8.86' C30 1 03'44'29" 328.00' 1 21.42' LOT STRIP) (1 BARRIER tivti3-nogsu� D'ciq�nwl SHEET 9 OF 11 SHEETS ylLn 02 oil, N 1 \ p �'' I cn 0 740. 12 AC. �\ �I100 °D Q b 4-1 OPEN SPACE 7e\ 47,p1 o I d=4'04'18" z 'n1 'if 9� y _ J L=19.33' �I 9 u L3 _ 0 0` �i \ L=22.79 L--52.27' z F _ J I D=9' 07' S2" L =49. 92, J o 47 1 N 89'12'28 E d=8' 43' 13" 12.13' o �I Q p°� �6 �1p 75' 40.99' C29 D=17' 51' 05 R28. 00' 70.91' 1 o I L=102 19, d=13'30'00" L=64.09' E 83.03' n �I � p� p0 I `" LOT �� �� // R 2 d21' L=-83. 42' I N 84 24'49" 127.09' W 0.5 C „ W N 70.46,o��,`O' . 21, p5" R- 00.00'_ L=174. 63' I 2 A 34 18 �I N 8424'49" Ecc 3 24,E ,33 _ -_ _ I - 44.03.00 o 0.39, W _ d=17' 34' 18" _ --- -- LO � 00 89'31'24" W (Z>,7 N .°` C1 \ N 'gRROYO SEC "300. 00' L�2. 00' d l J c;- Q o -- 1.05' � RAD - PCC�' o \� `� 41' 25" R=272. 00' L=121. 96' / COURT JI $TREE M > W N p=25 PRIVATE n N 81'37'25" a r? \ 45' 11" D=13' 56' 13" L _ d=17' 34' ( ,I B4!241 49" E 84.09' �� CC (.� W T' o p=11' -66. 16' 18 R X28. 00' L=100.59 N • �- n N 106.73 , y\ �o L=55.80 d=11' 19' " " 28.09, 56.00 o CL LO 7 "' N 85'38'42" E L6 I o\ �`ti �z �� J 16 L=64. 81' D=6' 15' 02 - - �j -f z \�z ��I r L=35.78' L1 µa (n - RAD �`'� o I o D rn Q cin ^ L8 \ N � o / �`' `'� '� _ oo fl[ u Z =_ 1 `\' N o 46 N° ws J I �1ws N Z 4,3 Q O N O it MIZEr^ 82"15'54" j ' `s-' o Q 5 -w _ I o 58 W 57 W ZI 54 N RAD o _ _ 56 W 55 - z o (0 N 81'33' 19„MIE v _ � U w c0 c, `' 1 to _ 'n N ,ri W 117.03' 28, N O - r � 00 � z O z o Lr W N M ti N - 00 1� O O (, �f m N Ln I w N o, Z o y � L6 45 n z o "' " '� N o 6' „w 4 Z � 516' z CI Lr)"' w0 Z `o ti' 7.21' '00" E 140.000' L0 O N 75• , °' Z %' = N 89'50'47" E 130.53' - N B4!35'0y' 71.0 69.00 o^ R �� 45` W a �' -28' 0 28' 48.15' 16.88' 49.52' 73.80' z Q 81'33'19" W 1 N 65.01' D kN 75. 124.18 ` Q, F'' cc N 85 33'2T E ii 5 01 'Og" �v z I Q O °-° 28 RAD��W v u 0 ' o J W 28' I 44 eo cd o � � - Q W z 63 � ®o o �' 62 J F- o �� 61 = 60 59 SEE SHEET 10 a SEE SHEET 10 IP# 210157 SCH. A SEC. 32, T3S, R5W COURSE DATA # 56.00 BEARING DISTANCE L1 N 84'24'49" E 28.00' L2 N 7351'14" E 28.01' L3 N 8940'20" E 28.00' L4 I N 05-35"11" W 28.00' L5 N 09'19'40" W 7.75' L6 N 86'38'25' W 36.94' L7 N 03'21'35" E 6.01' L8 N 8538'25" W 28.00' L14 N 31'56'22" W 22.31' L19 N 51'59'45" E 22.31' L20 N 6925'05" W 19.33' L26 I N 39'49'38" E 29.72' ylLn 02 oil, N 1 \ p �'' I cn 0 740. 12 AC. �\ �I100 °D Q b 4-1 OPEN SPACE 7e\ 47,p1 o I d=4'04'18" z 'n1 'if 9� y _ J L=19.33' �I 9 u L3 _ 0 0` �i \ L=22.79 L--52.27' z F _ J I D=9' 07' S2" L =49. 92, J o 47 1 N 89'12'28 E d=8' 43' 13" 12.13' o �I Q p°� �6 �1p 75' 40.99' C29 D=17' 51' 05 R28. 00' 70.91' 1 o I L=102 19, d=13'30'00" L=64.09' E 83.03' n �I � p� p0 I `" LOT �� �� // R 2 d21' L=-83. 42' I N 84 24'49" 127.09' W 0.5 C „ W N 70.46,o��,`O' . 21, p5" R- 00.00'_ L=174. 63' I 2 A 34 18 �I N 8424'49" Ecc 3 24,E ,33 _ -_ _ I - 44.03.00 o 0.39, W _ d=17' 34' 18" _ --- -- LO � 00 89'31'24" W (Z>,7 N .°` C1 \ N 'gRROYO SEC "300. 00' L�2. 00' d l J c;- Q o -- 1.05' � RAD - PCC�' o \� `� 41' 25" R=272. 00' L=121. 96' / COURT JI $TREE M > W N p=25 PRIVATE n N 81'37'25" a r? \ 45' 11" D=13' 56' 13" L _ d=17' 34' ( ,I B4!241 49" E 84.09' �� CC (.� W T' o p=11' -66. 16' 18 R X28. 00' L=100.59 N • �- n N 106.73 , y\ �o L=55.80 d=11' 19' " " 28.09, 56.00 o CL LO 7 "' N 85'38'42" E L6 I o\ �`ti �z �� J 16 L=64. 81' D=6' 15' 02 - - �j -f z \�z ��I r L=35.78' L1 µa (n - RAD �`'� o I o D rn Q cin ^ L8 \ N � o / �`' `'� '� _ oo fl[ u Z =_ 1 `\' N o 46 N° ws J I �1ws N Z 4,3 Q O N O it MIZEr^ 82"15'54" j ' `s-' o Q 5 -w _ I o 58 W 57 W ZI 54 N RAD o _ _ 56 W 55 - z o (0 N 81'33' 19„MIE v _ � U w c0 c, `' 1 to _ 'n N ,ri W 117.03' 28, N O - r � 00 � z O z o Lr W N M ti N - 00 1� O O (, �f m N Ln I w N o, Z o y � L6 45 n z o "' " '� N o 6' „w 4 Z � 516' z CI Lr)"' w0 Z `o ti' 7.21' '00" E 140.000' L0 O N 75• , °' Z %' = N 89'50'47" E 130.53' - N B4!35'0y' 71.0 69.00 o^ R �� 45` W a �' -28' 0 28' 48.15' 16.88' 49.52' 73.80' z Q 81'33'19" W 1 N 65.01' D kN 75. 124.18 ` Q, F'' cc N 85 33'2T E ii 5 01 'Og" �v z I Q O °-° 28 RAD��W v u 0 ' o J W 28' I 44 eo cd o � � - Q W z 63 � ®o o �' 62 J F- o �� 61 = 60 59 SEE SHEET 10 a SEE SHEET 10 IP# 210157 SCH. A SEC. 32, T3S, R5W N 80 40' 34" E 1 82.99' 56.00 26.99' 2 8.00' z 28.00' t° 28' 28' 1 N 89'23'56" W 160.66' N 85'20'11" W N 8951'27' W- M 77.05' 81.94'62.48' 62.75' N 8752' 10" E 79.75' N M 1 �- ' 1.67' O ILO N 3; Z Z N cn =o CIA50 z o N 49 w s w 51 - w 53 �- 52 !! z � � cp z �z t- �1z LO w s Z ylLn 02 oil, N 1 \ p �'' I cn 0 740. 12 AC. �\ �I100 °D Q b 4-1 OPEN SPACE 7e\ 47,p1 o I d=4'04'18" z 'n1 'if 9� y _ J L=19.33' �I 9 u L3 _ 0 0` �i \ L=22.79 L--52.27' z F _ J I D=9' 07' S2" L =49. 92, J o 47 1 N 89'12'28 E d=8' 43' 13" 12.13' o �I Q p°� �6 �1p 75' 40.99' C29 D=17' 51' 05 R28. 00' 70.91' 1 o I L=102 19, d=13'30'00" L=64.09' E 83.03' n �I � p� p0 I `" LOT �� �� // R 2 d21' L=-83. 42' I N 84 24'49" 127.09' W 0.5 C „ W N 70.46,o��,`O' . 21, p5" R- 00.00'_ L=174. 63' I 2 A 34 18 �I N 8424'49" Ecc 3 24,E ,33 _ -_ _ I - 44.03.00 o 0.39, W _ d=17' 34' 18" _ --- -- LO � 00 89'31'24" W (Z>,7 N .°` C1 \ N 'gRROYO SEC "300. 00' L�2. 00' d l J c;- Q o -- 1.05' � RAD - PCC�' o \� `� 41' 25" R=272. 00' L=121. 96' / COURT JI $TREE M > W N p=25 PRIVATE n N 81'37'25" a r? \ 45' 11" D=13' 56' 13" L _ d=17' 34' ( ,I B4!241 49" E 84.09' �� CC (.� W T' o p=11' -66. 16' 18 R X28. 00' L=100.59 N • �- n N 106.73 , y\ �o L=55.80 d=11' 19' " " 28.09, 56.00 o CL LO 7 "' N 85'38'42" E L6 I o\ �`ti �z �� J 16 L=64. 81' D=6' 15' 02 - - �j -f z \�z ��I r L=35.78' L1 µa (n - RAD �`'� o I o D rn Q cin ^ L8 \ N � o / �`' `'� '� _ oo fl[ u Z =_ 1 `\' N o 46 N° ws J I �1ws N Z 4,3 Q O N O it MIZEr^ 82"15'54" j ' `s-' o Q 5 -w _ I o 58 W 57 W ZI 54 N RAD o _ _ 56 W 55 - z o (0 N 81'33' 19„MIE v _ � U w c0 c, `' 1 to _ 'n N ,ri W 117.03' 28, N O - r � 00 � z O z o Lr W N M ti N - 00 1� O O (, �f m N Ln I w N o, Z o y � L6 45 n z o "' " '� N o 6' „w 4 Z � 516' z CI Lr)"' w0 Z `o ti' 7.21' '00" E 140.000' L0 O N 75• , °' Z %' = N 89'50'47" E 130.53' - N B4!35'0y' 71.0 69.00 o^ R �� 45` W a �' -28' 0 28' 48.15' 16.88' 49.52' 73.80' z Q 81'33'19" W 1 N 65.01' D kN 75. 124.18 ` Q, F'' cc N 85 33'2T E ii 5 01 'Og" �v z I Q O °-° 28 RAD��W v u 0 ' o J W 28' I 44 eo cd o � � - Q W z 63 � ®o o �' 62 J F- o �� 61 = 60 59 SEE SHEET 10 a SEE SHEET 10 IP# 210157 SCH. A SEC. 32, T3S, R5W 40 20 0 1�- W W 2 N W W N SCALE: 1 " = 40' 40 80 GRAPHIC SCALE MENDOCINO AD N 79-58'191, RIDGE - DR►VE 120 I n -r 7 A �4 F < �QO140 o I �F I \ _ I TRACT NO. 6730-1 \ SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 36730-3 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 FEBRUARY, 2022 SEE SHEET 9 TRACT NO. 36730-2 til. 6 US `] SEE SHEET 9 ul 2023 - SHEET 10 OF 11 SHEETS� CURVE DATA DATA # DELTA RADIUS LENGTH C1 08'41'41" 300.00' 45.53' C15 10' 17'47" 100.00' 17.97' C24 05'48'09" 494.00' 50.03' C25 0621'17" 333.00' 36.93' C26 08'41'41" 328.00' 49.77' C27 08'41'41" 272.00' 41.28' C28 16!18'41" 100.00' 28.47' C31 1 16'51'26" 1 328.00' 96.50' SEE SHEET 9 ul 2023 - SHEET 10 OF 11 SHEETS� IN $ E] [5.00'] IP# 210157 SCH. A SEC. 32, T3S, R5W COURSE DATA # BEARING DISTANCE L1 N 76'21'57" W 29.24' L2 N 86'38'25' W 56.00' L3 N 05'25'00" W 28.00' L4 N 84'24'49" E 28.00' L5 N 05'35' 11" W 13.28' L6 N 84'24'49" E 36.94' L21 N 27'00'20" W 29.24' L22 N 64'45'27" W 56.00' L23 N 64'45'27" W 28.00' L24 RAD N 0928'16" W 28.86' L25 N 76'21'57' W 25.37' L27 N 1729'23" W 5.57' L28 N 03'21'35" E 102.79' IN $ E] [5.00'] IP# 210157 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, pppJ 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 FEBRUARY, 2022 I I t I I I � I I I I I I I I ---i - - --------------------------------- I I BLACKBURN ROAD I I I I I I I I I I , i I I I I I ► I I i I I I I I I I I SCALE: 1" = 120' I 120 60 0 120 240 360 I I I i i ii I GRAPHIC SCALE I I II I I 1 ► II I P.M. 86/39-40 I I I 11 I u SEE DETAIL "A" AT RIGHT HEREON �ti3 SHEET 11 OF 11 SHEETS I 1 COURSE II I # 1 I II II 1� III DISTANCE I � I N 30" I 1 1 I 1 j 11 1 N i 1 1 11 I I 1 I 1 I L11 II L3 N 55'30'10" W 26.91' L4 I I 1 I II n L-----1 1 w 11 _ 1 1 I i 1 (n 11« 1 J II I I I V it 1 1 I 11 I 1 1 I 1 1 I I SEE DETAIL "A" AT RIGHT HEREON �ti3 SHEET 11 OF 11 SHEETS 1 I COURSE DATA # BEARING DISTANCE L1 N 82'30'42" E 30.00' L2 N 56731'52" E 7.79' L3 N 55'30'10" W 26.91' L4 I N 0729"19' W 88.00' 1 I I I l� �i------------------� I _ N 88'30'25" W r 833.36' I j N 80'30' 15° E I I I 21.37' _ J10' 110' I I I 1.0' E/O n / S / I TR. BDRY. Y / I ' / `N 0 I to N I / I M FD. 3/4" 1. P. I io W/NAIL & TAG, I I RCE 862, DN. I 0.2' PER PMB 86/39-40 �`O I ooSII ti LoI N 8952'04" IN 5608.41' _ -� Z SEC. 31 P.O.B. ®1.0' U-1 _ EAST OF TR. BDRY. �h CD FD. FD. 2" IP, W/BRASS Imo, DISK STAMPED LS 4218, co , AS SHOWN, UP 0.5', ACC. / z AS E1/4 COR. SEC. 31 PER RS 63/91-95. ----- ------- DETAIL "A" N.T.S. IP# 210157 SCH. A T.3S. 1/4 S31 + S32 R.5W. LS 4218, SEC. 32, T3S, R5W