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mb489_053-064� � IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA I `O m 36730 1 TRACT kNj 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 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 "F", LOT "G" AND LOT "H". THE DEDICATIONS ARE FOR STREET AND PUBLIC UTILITY PURPOSES. AS A CONDITION OF DEDICATION OF LOT "F" (EL SOBRANTE ROAD) AND LOTS "G" AND "H" (MCALLISTER STREET), THE OWNERS OF LOTS 70, 71, 72 AND 75, 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 "E", INCLUSIVE, AND LOT "i. THE DEDICATION IS FOR PUBLIC UTILITY PURPOSES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR EMERGENCY VEHICLES WITHIN LOTS "A" THROUGH "E', INCLUSIVE, AND LOT "I". THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: STORM DRAIN EASEMENTS LYING WITHIN LOT "I", 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 LOTS 70, 71 AND 72. THE DEDICATION IS FOR REGIONAL TRAIL PURPOSES IN FAVOR OF RIVERSIDE COUNTY REGIONAL PARKS AND OPEN SPACE DISTRICT. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: WATER QUALITY EASEMENT LYING OVER ALL OF WATER QUALITY BASIN LOTS 76 AND 77, AS SHOWN HEREON. THE DEDICATION IS FOR WATER QUALITY AND INSPECTION PURPOSES. WE HEREBY RETAIN LOTS "A" THROUGH "E", INCLUSIVE, AND LOT "I", 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 70 THROUGH 75, 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. WE HEREBY RETAIN LOTS 76 AND 77 IN FEE INDICATED AS WATER QUALITY 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 LOT 78 IN FEE INDICATED AS PRIVATE PARK AS SHOWN HEREON FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT MAP. PUL OME COMPANY, L LC,, A MICHIGAN LIMITED LIABILITY COMPANY NAME: P191EN AIA AR. NAME: TITLE: VP C jt:: LAA10 )4 G Ct TITLE: ♦ D E✓ 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 CALIFORNIA ) COUNTY OF ORANGE ) SS -i'AY�° R CotlrEEN ON pECE MBER S 20 22, BEFORE ME, lat-* C K , A NOTARY PUBLIC, PERSONALLY APPEARED DA REN WAP -9-60 , WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE, TO BE THE PERSON ) WHOSE NAME() IS/ARE-SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THA HEp/-+iE/RiEY- EXECUTED THE SAME IN HIS/ttER/ftfHI? AUTHORIZED CAPACITY(}, AND THAT BY HIS/4fE-R/THEIR- SIGNATURE ) 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 gj#C k MY PRINCIPAL PLACE OF BUSINESS IS IN SIG URE 0RIA NCG E COUNTY "15A8l.01? Co1LEN IaLoCK PRINT NAME NOTICE OF DRAINAGE FEES MY COMMISSION EXPIRES-23'2oZb C0KtAlSS1oN -1:F Zy 1? ql 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. ABANDONMENT NOTE: PURSUANT TO SECTIONS 66434 AND 66499.20.2 OF THE SUBDIVISION MAP ACT, THE APPROVAL AND RECORDATION OF THIS TRACT MAP CONSTITUTES ABANDONMENT OF THE FOLLOWING: THAT PORTION OF AN EASEMENT FOR PUBLIC HIGHWAY AND PUBLIC UTILITY PURPOSE AS SET FORTH IN DOCUMENTS RECORDED IN , ,IM BOOK 421, PAGE 583, OF OFFICIAL RECORDS, RIVERSIDE COUNTY RECORDS, LYING WITHIN LOTS 70 AND 71 OF THIS TRACT MAP. (SEE SHEET 6 FOR DEPICTION OF PORTION TO BE ABANDONED) MARCH, 2022 SURVEYOR'S STATEMENT: SHEET 1 OF 12 SHEETS RECORDER'S STATEMENT FILED THIS __LL__ DAY OF I 20 2 S :��i. AT11IN BOOK � OF 'MAPS, AT PAGES s3- V N AT THE REQUEST OF THE CLERK OF THE BOARD. NO. 2v23-boq s4sl FEE PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: L 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 LAKE RANCH, LLC, IN APRIL 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. PL LANDS( DATE: i2" ��� �� �. c`�R�s �`_ 7 Q4 1 - � a o Z � LS 8554 DARYL J. CH ISTIAN L.S. 8554 EXP. 12/31/24 N9 EXP. 12/31/24. 0 OF' C A \-�F 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: DAVID L. McMILLAN COUNTY SURVEYOR L.S. 8488 EXPIRES 12/31/202.4 `ONp L LA IVp S a° ` �0 L No. 8488 \F OF CAL�F�� 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 LOTS "F" (EL SOBRANTE RD.), "G" AND "H" (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 OFFERS OF DEDICATION OF ABUTTERS RIGHTS OF ACCESS ALONG McALLISTER STREET AND 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 "C% INCLUSIVE, AND LOT "I", INDICATED AS "PRIVATE STREET, AS SHOWN HEREON IS HEREBY ACCEPTED. THE OFFERS OF DEDICATIONS MADE HEREON OF THE WATER QUALITY EASEMENTS, AS SHOWN HEREON, ARE 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:ap�3 ATTEST: K.�M'BEPa-1l..RECTOR CLERK OF THE BOARD OF SUPERVISORS CHAIRMAN OF THE 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: J �N . 3d 20 ^,.3 BY: e—Q_Q�, y?" (j� B 0 , GENERAe MANAGER KYLA 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 S S$ 00 • 00 . DATE::Tct�'Iu� ?-taz3 MATTHEW JENNINGS . BY: 17PIVJii ,11 Li ,rCer- DEPUTY TAX BOND CERTIFICATE Ct�,'3IFiC ,TlvA EXE:-OOES ANY Ll b."94 AL TAXA" ESSMENTS NOT YL i- t ACYiEWDED I HEREBY CERTIFY THAT A BOND IN THE SUM OF S T591 300 ou HAS BEEN EXECUTED AND FILED WITH THE BOARD OF SUPERVISORS OF THE COUNTY OF RIVERSIDE, CALIFORNIA, CONDITIONED UPON THE PAYMENT OF ALL TAXES, STATE, COUNTY, MUNICIPAL, OR LOCAL, AND ALL SPECIAL ASSESSMENTS COLLECTED AS TAXES, WHICH AT THE TIME OF FILING OF THIS MAP WITH THE COUNTY RECORDER ARE A LIEN AGAINST SAID PROPERTY BUT NOT YET PAYABLE AND SAID BOND HAS BEEN DULY APPROVED BY SAID BOARD OF SUPERVISORS. DATE:dMU(Gt?� 2023 Id CASH OR SURETY BOND MATTHEW JENNINGS COUNTY TAX COLLECTOR BY: EPUTY THIS CERTIFICATION EXCLUDES ANY SUPPLEMENTAL TAX ASSESSMENTS NOT YET EXTENDED IP# 210136 SCH. A SEC. 32, T3S, R5W IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACO"Imm FA,-O. 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, t RANGE 5 WEST, AS SHOWN ON MAP OF RANCHO EL SOBRANTE DE SAN JACINTO, FILED IN BOOK 1, PAGE 8 OF MAPS, O SAN BERNARDINO COUNTY. DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING MARCH, 2022 BASIS OF BEARINGS and SECTIONAL BREAKDOWN Tw So clo J Q TRACT N0. 36730 EL SOBRANTE RD. i LAKE MATHEWS VICINITY MAP N.T.S. CITY OF RIVERSIDE COUNTY OF RIVERSIDE 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 44 PAGE 1.. 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 "NOLO" 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 SHEET 2 OF 12 SHEETS EASEMENT NOTES (SEE SHEETS 11 AND 12 FOR PLOTTING OF EXISTING EASEMENTS) Q1 — AN EASEMENT FOR EL SOBRANTE ROAD AND McALLISTER STREET AS SET FORTH 5O — 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. 2O — AN EASEMENT TO CALIFORNIA ELECTRIC POWER COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED MARCH 20, 1951 AS INSTRUMENT N0. 11979, O.R. 30 — 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. Q7 — AN EASEMENT TO SOUTHERN CALIFORNIA GAS COMPANY FOR PIPELINES AND INCIDENTAL PURPOSES, RECORDED DECEMBER 7, 2022, AS DOCUMENT NO. 2022-0493406, O.R. OA — 29' WIDE TRAIL EASEMENTS DEDICATED HEREON TO THE RIVERSIDE COUNTY REGIONAL PARKS AND OPEN SPACE DISTRICT, AS SHOWN HEREON.. ©— 20' WIDE TRAIL EASEMENTS DEDICATED HEREON TO THE RIVERSIDE COUNTY REGIONAL PARKS AND OPEN SPACE DISTRICT, AS SHOWN HEREON. ©— STORM DRAIN EASEMENT, DEDICATED HEREON. O — ACCESS EASEMENT, FOR INGRESS AND EGRESS TO AND FROM STORM DRAIN EASEMENT FOR CONSTRUCTION AND MAINTENANCE OF FLOOD CONTROL FACILITIES, DEDICATED HEREON. rN=2,NOCO (NORCO COLLEGE) N=2,280,817.090 279,468.10 E=6,161,339.180 MLFP (MLFP SCGN CS1998) _ N 88'59'15.20" W 76,340.78' (GRID) E=6,237,668.040 --- ----__ N 66'26' � _ --___ 3_7_4_2" _ __-- \ - W -_ 44,180.29' I 39,366.81_'_ -----_�GRID__-- \ 30 - ---__ 30129 _N 88'28'55" W 2698.12'_ ---- _----- / 88'28'54" W 2698.15' R7) — — 31 32 FD. 1" I.P. W/BRASS CAP, I 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. I STAMPED "RIV. CO. SURV."ACC. I / AS NW COR SEC. 32, PER RS T.3S. I 63/91-95 & RS 151/80. 1/4 s 301 N=2263160.459 �s 421s I E=6201837.835 N I � co N O / N Lo Lo \ I II N N N � !to w w Fri of I,,, CN 04 „ nS3AS FD. 2 IP, W/BRASS DISK FD. 2" I.P., NO TAG, �\ c" STAMPED LS 4218, UP 0.5 STAMPED RE 2544 ON �e N SHOWN, ACC. AS E1/4 COR.EAST SIDE, UP 0.5' ACC. �y MI SEC. 31, PER RS 63/91-95 I / AS E1/4 COR. PER M.B. o & R.S. 151/80. 314/63-71 & R.S. 151/80. z I — — — — N 88'52'04"W 5608.40' ` (N 88'52'04" W _5608.52' R7) 2870.47' (2870._53'_R 7) — — — +X_ — — — — 2737.94' 2737.99' R7 — — — 61 � I d- c 06 co I SFN, EST. BY C14 '-d-06 PROPORTION N .-I R b b 01 � I I SFN, EST. BY N `n 6 °4 PROPORTION I `D c `� "' N N cV N N COCO N 88 5580 ' .38 28'25" WWI — I N ' N N w w w cq ro bcc.11ICl N =moo ZOI�p ZI \ IN `•:d' Oco � zl� I w-80 000 �� O � MMId--- SFN, EST. BY I K, PROPORTION I I — — — — 2775.89' (2775.92' R7) I I' (N 89'43' 11" N --�- 2776.73 (2776.77 RZL N 88'04'31" W 5552.62' (N 88'04'23" W 5552.69' R7) MWD `�'� V// FD. 2" I.R. W/ 1" BRASS R.6W R.5W MATH (LAKE MATTHEWS) i CAP, "MWD LS5113 1992" S36 S31 N=2,257,399.850 DN 2.0' ACC. AS SW 1/4 T3S E=6,201,354.260 SEC. 31 PER R.S. 95/ 1992 T4 FD. 1" STAINLESS STEEL ROD IN 37-57 & R.S. 151/80. L.S. 5113 LARGE BOULDER UP 1.0', 50' NW OF BRASS DISK STAMPED STA. 57+82.57, PER M.B.429/84-103. (1120.35' R2) N 89'43'08" W 1120.39' X01 �hh z z SCALE: 1 " = 600' THE CONVERGENCE ANGLE OF GRID NORTH IS -0'39'07.8" AT AT MATH (LAKE MATTHEWS). I/ / N 89'29'51" W 2619.44' FD. 1" I.P., W PLAS. PLUG, / _ _ (N 89'51"28 W _ 2620.53' R5) _ .-. PLS AS 6261, NO REF., FLUSH, ACC. E. 1/4 COR., SW 1/4 SEC. 32 II PER RS 24/97-98. Lo Co W 0 v I� SFO — -I- OOOO N —� CO I u") C) ,^ b"obo I FD. GEAR SPK. & LS 7083, FLUSH, W., PER z z�- CR08-0072. N � FD. NAIL & WASHER, ILLEG., i I v I FLUSH, NO REF. ACC. AS S 1/4 COR. SEC. 32 PER N 89'37'30" — — W 1324.76' — — RS 24/97-98. (N 89'37'40" W 1325.01' R2) N 89'37'49" W 195.35' FD. 2" IP, W/BRASS DISK US. R.5W STAMPED LS 4218, UP 0.5 s31 1 S32 AS SHOWN, ACC. AS SE COR. S 6 SEC. 31, PER RS 63/91-95 LS. 4218 & R.S. 151/80. N=2,257,911.63 E=6,201,677.31 FD. NAIL AND WASHER, PLS 7083, FLUSH AT CL EL SOBRANTE ROAD PER CR 08-0071, ACCEPTED AS 1/16 COR SEC 5 IP# 210136 SCH. A SEC. 32, T3S, R5W O � 400 200 SCALE: 1 " = 400' 0 400 GRAPHIC SCALE 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 800 1200 BASIS OF BEARINGS: SEE SHEET 2 ---------------------- I � � ITAG, PER MB 328/25-27 N 88'30'25" W I 1 of 833.36' --- I I I I o N I I I N to I I N I I o I j FD. 3/4" I.P. M w L TRACT No. 29372 I W/NAIL & TAG, - bo i I RCE 862, DN. M 320/25-27 LO BI 1 0.2' PER PMB �-- L15 1 86/39-40 z T.3S. 1I L3 1/4 I I �� I W W S31 } S32 "EC 21377 1992", DN. 0.3' N 8852'04" W W W R.5W. ---- 5608.41' DISTURBED, NOT ACCEPTED, i 1 '-1 LS 4218 _ SEC. 31 l3 L17 EST. AT REC. DIST. PER (R6) w FD. 2" IP, W/BRASS DISK, / I N N STAMPED LS 4218, AS SHOWN, E E 199.25' 199.45' R3 UP 0.5', ACC. AS E1/4 COR. N N �N SEC. 31 RS 63/91-95 & 371.07' 371.07' R9 L6 PM 86/39-40. 14'40'51" 14'41'30" z I L19 N N 59'47'08 60'29'20" W W 409.13' 409.80' R9 -------------------�� D ETAI L "A" I:Ti1Ip, k111.3ka mAW: i9a SURVEYOR'S NOTES ® - INDICATES FOUND MONUMENTS AS NOTED HEREON. O - 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 69 NUMBERED LOTS AND 12 LETTERED LOTS. THIS TRACT MAP CONTAINS 103.68 ACRES GROSS. CC&Rs RECORDED A,,2yi qllh 10t5AS INSTRUMENT NO. Ull - 00q S70 SS FD1" 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 I� O O N N c0 N ww �L FD. 1/4" REBAR, DN. 1.0' N.T.S. NO REF., ACC. AS NW COR. BK 1916, PG 214-217, O.R., zv FD. 1" IP, RCE 17550, FLUSH, SET BRASS CAP, LS 8554 N 88'30'25" W 833.36' L10 ACC. AS C INT. MCALLISTER (N 88'53 W 833.36' R8) L12 & BLACKBURN PER 3/4" I.P., W/NAIL & I RCE 862, FLUSH, ITAG, PER MB 328/25-27 I 1 of C2 =N 8852'04- "W - - I 1' / BLACKBURN RD. -� 1200.00' N N _5& SEION T N (N 1ro � bo B L14 TRACT No. 29372 � - bo 80.00' 80.00' R8 L2 M 320/25-27 LO BI � 0 265.20' 265.30' R3) L15 N (N 4 Z I �Z F ' NAIL & TAG, RCE L3 _ FD. COPPERWELD, STAMPED= --7 - W W 8p2, IN BOULDER, L16 "EC 21377 1992", DN. 0.3' 4932'25" 40'55'00" W W PER PM 86/39-40 L4 DISTURBED, NOT ACCEPTED, i 1 '-1 II t- j I E E l3 L17 EST. AT REC. DIST. PER (R6) I- 11 �, 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" L11 SEE DETAIL A" ABOVE -I �-- FD. 3/4" I.P., W/NAIL & DELTA RCE 862, FLUSH, ITAG, PER PM 86/39-40 \� 1200.00' 1200.00' of C2 IC",1. (0 ,-(000 v N ui c0 C3 coto 1200.00' N N DISTANCE J L14 �L16 MARCH, 2022 SURVEYOR'S NOTES, CONTINUED SHEET 3 OF 12 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. (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 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, PG. 19&20, O.R. 777-7-- 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 SEARCHED, FD. NOTHING, 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. L15 SEE DETAIL ABOVE FD. 3/4" I.P., W/NAIL, NO TAG, N. 0.2% NO REF., ACC. AS ANGLE BK.2389, PG.19&20.1 PT. PER R9, SET TAG LS 8554 - REC. 12/31 /58 ----I SFN, EST. Al REC. FD. 1" I.P., NO TAG 1 SFN, EST. BY REC. DIST. & ANGLE FROM S'LY DIST. PER (R4) -A 1 MON. PER GRANT DEED REC. DEC. 31, 1958 - � UP 0.2', PER PM FD. 3/4" I.P., W/NAIL & ^ a I L1 g6 39-40 & PLAT YE -18 ;f, I IN BK 2389, PG. 19&20, O.R. - r �, _ / _ TAG, RCE 862, FLUSH, O _ - J r a� I SET TAG, LS 8554 oo Mo I FD. 3 4" I.P. W N&T ILLEGIBLE TRACT N o. 28676 ►- 1 d � 1 PER PM 86/39-40 0 � ` / � / , (ILLEGIBLE), 1-- O SE COR. NE1/4, ` N DN. 0.2', NO REF., ACC. AS ANGLE NTY LINE, S1/2 MO 298/66-74 L �1 � o o SE1/4, SEC. 31 I � ��PT. PER R9 SW1/4, SEC. 32 N 8928'25" W 1y- 'bovcOrn N 89'29'51" W f-0 2619.44' (N 89'51 X28" E 2620.53' R5) -- J - 5580.38 _ - - - 1309.72 �O =,r, _ - 1309.72 (1310.38 R5) FD. 1" I.P., W/PEAS. PLUG, _ T 1 928'57' CD SFN, EST. AT MID -PT. °; I ACC. -� � PLS 6261, NO REF., FLUSH, W BTWN. FD. MONS. z SFN, EST.AT REC. DIST. & ANGLE LO f- -1 Z ✓ I Z cr- AS E. 1/4 COR., SW 1/4 SEC. 32 -1 FROM W LY MON. PER GRANT _ N � www -� �.. PER RS 24/97-98. 33; Lij ( DEED REC. DEC. 31, 1958 IN C; " - T J I a L18 f BK 2389, PG. 19&20, O.R. v� �n io ca (_ � FD. 1 I.P., LS 5346, FLUSH,I- I " PER MB 314/63-71 -I I��, 7-) Q (f) I z z SFN, EST. BY 4�9 I FD. 3/4 I.P., NO TAG, (RUSTED) I ' 0 PRORATION FROM I DN. 0.3'. N 45'10'29" E 0.56', NO O d I SEE DETAIL "C" BELOW J SFN, EST. BY -THE E1/16TH COR. 657.49' REF., NOT ACC., EST. BY PRORATION �C> PRORATION - - - - FD. 3/4" I.P., W/PLAS. FD. 1" I.P., LS 5346, FLUSH, L -11 BETWEEN FD. ao 986.23 328.44 329.05 986.23' (986.46' CALC. R5) ui I r 11 O 1314.67 1315.28' (N 89'47'4 " E 1315.28' R5) w PLUG, ILLEGIBLE, NO REF., PER MB 314/63-71 I I o QM MONUMENTS - I N 89'34'54 W w 2629.95' (2630.52' CALC. R5) ^ ozo DN. 0.2' ACC. AS E. 1/16 M � I O COR. OF SW 1/4 SEC. 32. r- - N LY LINE, � _ C)::4- TRACT N1 OO ° 28673 I � � r .D .- � r`�i ctf " � S1 2 S 1 2 !te a^, I � I SW COR. _ N� Ln PER RS 24/97-98. MID 314/63-71 1 -` o LoI /7 / ' � ( PAR. 3, R5 � I z b .n SW1 4, SEC. 32 ;� d I 1 1 -r-I -(z I z v Co�o FD. GEAR SPK. & W., U CO I SFN, EST. B LS 7083, FLUSH, PER I I FD. NAIL &WASHER, ILLEG., 36 31 L 11 _�� I PRORATION z CR08-0072. ' FLUSH, NO REF. ACC. AS - -A 4712.73',====�-T' �------'---31- 32'-�-_ L21 S 1/4 COR. SEC. 32 PER _ -I- --- - � 859.99'--- ------=--- N 88'04'31rW 555282'- - -= 839.89' _ - - N 89'43'08" W 1120.39' - - 464.68' L22 - - RS 24/97-98. (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 7083, EFD. MON. BCLON EL SOBRANTE ROAD FD GEAR SPK.3 '&WASHERLS FLUSH AT CL EL PER CR 08-0071 ACC. AS RANTE 1 D. FROMT /16 MCALLISTER ROAD. FD. 2" I.P. W/ 1" BRASS CAP MWD LS5113 1992 DN 2.0' PER R.S. 95/37-57 & M.B. 314/63-71. R CURVE DATA # DELTA RADIUS LENGTH Cl (R4) 8'45'21" (8'45'15" 1200.00' 1200.00' 183.38' 183.54') C2 4'33'03" 3000.00' 238.28' C3 6757'41" 1200.00' 145.80' EASEMENT NOTES SEE SHEET 2 a FD. 2" I.P. W 1" BRASS DISK UP 0.5' LS 4218, ACC. AS SEC COR. PER R.S. 105/11-15. NOT A PART, PER QUITCLAIM DEED RECORDED OCTOBER 5, 1988, AS INSTRUMENT NO. 288800, O.R. 1 33' t 37' jt! I L M I N j CO � I L28 I (N 89'28'27"E) I ( RAD L291 I FD. 1"I.P., LS 5346, FLUSH, PER M.B. ---+ 314/63-71. 1 t 1 W ---� 04 04 30' 1 15' L25 � -,, w^ "' L26 I o CD cqI i J `� o 0 33, 37' j l \- DETAIL "C" -� N.T.S. FLUSH, �- EL SOBRANTE RD. PER CRI COR. SEC. 5 08-0073, ACC. AS NW COR. SEC. 5 IP# 210136 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 5612'25" 56735'00" 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" 40'55'00" 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" 19'13'45" 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' 133 L19 N N 59'47'08 60'29'20" 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" 60'29'20" 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 L23 N N 4932'25" 4955'00" W W 75.00' 75.00' R8 L10 N (N 17'5755 18'20'30" W W 47.22' 47.22' R8)N L24 N 40'32'25" 40'56'00" 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" 36'26'30" W W 45.00' 45.00' R8 L27N 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# 210136 SCH. A SEC. 32, T3S, R5W 200 100 SCALE: 1 " = 200' 0 200 GRAPHIC SCALE 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 400 600 SHEET INDEX O -INDICATES SHEET NUMBER MARCH, 2022 SHEET 4 OF 12 SHEETS SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 IP# 210136 SCH. A SEC. 32, T3S, R5W S� I AZ> Ac) N IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 36730�1 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. SHEET 5 OF 12 SHEETS RAD NOT A PART, PER QUITCLAIM DEED L321 RECORDED OCTOBER 5, 1988, AS 70 INSTRUMENT NO. 288800, O.R. II W \7FD. 1"I.P., LS 5346, 30 i 15 � \ R=2736.00 =372.45' FLUSH, PER M.B. A=7'47'59 314/63-71. 1 L31 -00 00 Li 37.00' rn - -----___\ =---------- ----- I EL SOBRANTE ROAD z^ o W W 1 jl 1 3c:) g 1 11 i 331 1 1 37, �+ -� 11 DETAIL (NTS) L26 (CONST. CENTERUNEli-L- EL 30BRANTE ROAD 1O EL SOBRANTE ROAD N 88'0431" W 839 (EXIST. CENTERLINE) -------_ -------------- ----- I r -LOT "r' DETAIL of 1130' 30" `'1 I , 1 0 1 �Op p0 _ 11 Lo I 1 8Z 30' 3' E L�23.22, 37� \ C 10 jl I N 183.7 4 74, C L33 J 12 IC3 L9 �-36,i I'N j 1 SEE DETAIL "A" 35 1 1 34 _ 01 76 i� WATER -A I I I I v QUALITY 33 1 __-4 11 I a BASIN FD. 1"I.P., LS 5346,N FLUSH. PER M.B. 1 11 1 w 32 314/63-71. ► It o I 31 I II I I II L ------I II 1 I II ! I 30 FD. 1"I.P., LS 5346, I FLUSH. PER M.B._ I II SEE DETAIL "B" 314/63-71. 7 1 1 II LLA 38 39 43 (PRIVATE STREET) I_L.2ROVE a_, i.. _ R=411-00' 73 OPEN 64 SPACE - 'o 63 1 62 61 44 ff 736'�► q0 L13 65 67 59 58 57 J O .lr. /vim -'�1.��'iy 45 29 TF s q0!✓,4�, 28 �� Q.1 55 C D (END) 120 60 0 SCALE: 1 "=120' 240 3E 78 PRIVATE PARK Q 1 5,00 551v \ 0 1 °D 6 J n � 54 C 10 -� = 53 52 ------� IIa 27 O 47 cr� 77 I W I II i WATER 26 C,, � QUALITY 25 48 4950 I �• I II BASIN 10 51 75 24 \\ o Jo CD OPEN SPACE I j W Io !- I --•--- 12 23 H I I , 13 22 / I- - -I W W N ►..� 21 c? I QI O O�� 14 ' ► o� 1 �:qA* �� 20 I o v 1 �^ I 2Q /A <4� 15 19 �W �-- ---a ^Z a QvpJ� 9i`qT �'p 16 I I �� 1 I Z 2 a� y 7 �s\�:I ' •�� c� 17 I &� I II 3 ¢ 6 8 18 SEE DETAIL D" 9 r o I � 4 5 74 OPEN SPAC z � 7---_ SII -•OPEN -SPACE ---"----------- - - - - A=13' 13' 17 R=2464.00' L=568.58' 123 - - - J L2 A=7,- 9° -�` 3 - - 45' _ _ - - EL SOBRANTE ROAD------- �-`� �� ---- If 11 -1- GRAPHIC SCALE NOTES SEE DARYL J. CHRISTIAN, L.S. 8554 EASEMENT MDS CONSULTING SEE �" 1er ,� �N I MARCH, 2022 I C12 pRC,w 1 Cl, 140 ci I HS3'S "w I 1 c- 0 I � I 1 C16 1 cil 1 CURVE DATA �- (NTS) --If DELTA RADIUS LENGTH 3� COURSE DATA COURSE DATA C1 08745'21" 1200.00' 183.38' # BEARING DISTANCE # BEARING DISTANCE C2 06'57'45" 1237.00' 150.32' ► �\\v� ,n\ I L1 N 556'11" W 95.04 L19 N 08'40 35 E 49.89 C3 0919 33 100.00 16.28 oy-\°� \ 2 \ C9 I L2 N 88'43'57"W 37.00' L20 N 01' 17'44" W 50.00' C4 44' 10'02" 55.00' 42.40' �I a\ 2\ L 10 L3 N 5355'52" W 24.53' L21 N 08'40'34" E 101.13' C5 29'27' 10" 23.00' 11.82' t`r'•►1 a G� L4 N 39'55'48" E 32.02' L22 N 60'06'44" E 22.45' C6 03'40'58" 844.00' 54.25' I L5 N 01' 16'03" E 70.00' L23 N 81' 19'25" W 44.00' C7 14'27'02" 100.00' 25.22' C5 1 G6 i I L6 N 3724'10" W 32.02' L24 N 08'40'35" E 76.02' C8 11'24'13" 100.00' 19.90' 0 L7 N 40'31'29" E 26.91' L25 N 88'04'31" W 96.84' C9 0'17'42" 839.00' 4.32' L9 C4 I '` /Q� I L8 N 82'32'32" E 89.14' L26 N 8943'57" W 8.00' C10 T52'21" 839.00' 56.71' Mo (�� /Q\1 L9 N " 88'09 55 W 1 50.00 L27 N 01'16'05* E 50.461 C 11 1 " 1'50 33 / 761.00 24.471 L10 N 76'30'07" W 29.89' L28 N 89'30'39" E 8.61' C12 1750'19" 100.00' 22.41' - -- L11 N 6532'59" E 56.00' L29 N 3704'47" E 31.83' C13 1750'19" 100.00' 22.41' DETAIL " A" L12 N 29'32'59" E 29.89' L30 N 00' 16'52" E 47.13' C14 2724'27" 43.00' 20.57' (NTS) L13 N 23'32'59" E RAD 11.00' L31 N 88'43'57" W 45.00' C15 372246" 55.00' 35.88' L14 N 40'35'31" E 61.94' L32 N 89'30'39" E 45.61' C16 9'58'19" 100.00' 17.40' 100�- L15 N 49'24'29" W 108.23' L33 N 82'30'32" E 57.00' C17 4'35'22" 761.00' 60.95' 33' 37 L16 N 87'15'24" W 30.90' L34 N 0729'18" W 44.00' C18 14'3646" 800.00' 204.03' L17 N 02'44'36" E 56.00' L35 N OT29'18" E 194.76' C19 0557'41" 1200.00' 145.80' L18 N 31'35034" W 31.83' L36 N 45'23'09" E RAD 39.00' C20 21'50'10" 411.00' 156.64' I � � N � 89'28'27" E I 37.00' L28 \ RAD NOT A PART, PER QUITCLAIM DEED L321 RECORDED OCTOBER 5, 1988, AS 70 INSTRUMENT NO. 288800, O.R. II W \7FD. 1"I.P., LS 5346, 30 i 15 � \ R=2736.00 =372.45' FLUSH, PER M.B. A=7'47'59 314/63-71. 1 L31 -00 00 Li 37.00' rn - -----___\ =---------- ----- I EL SOBRANTE ROAD z^ o W W 1 jl 1 3c:) g 1 11 i 331 1 1 37, �+ -� 11 DETAIL (NTS) L26 (CONST. CENTERUNEli-L- EL 30BRANTE ROAD 1O EL SOBRANTE ROAD N 88'0431" W 839 (EXIST. CENTERLINE) -------_ -------------- ----- I r -LOT "r' DETAIL of 1130' 30" `'1 I , 1 0 1 �Op p0 _ 11 Lo I 1 8Z 30' 3' E L�23.22, 37� \ C 10 jl I N 183.7 4 74, C L33 J 12 IC3 L9 �-36,i I'N j 1 SEE DETAIL "A" 35 1 1 34 _ 01 76 i� WATER -A I I I I v QUALITY 33 1 __-4 11 I a BASIN FD. 1"I.P., LS 5346,N FLUSH. PER M.B. 1 11 1 w 32 314/63-71. ► It o I 31 I II I I II L ------I II 1 I II ! I 30 FD. 1"I.P., LS 5346, I FLUSH. PER M.B._ I II SEE DETAIL "B" 314/63-71. 7 1 1 II LLA 38 39 43 (PRIVATE STREET) I_L.2ROVE a_, i.. _ R=411-00' 73 OPEN 64 SPACE - 'o 63 1 62 61 44 ff 736'�► q0 L13 65 67 59 58 57 J O .lr. /vim -'�1.��'iy 45 29 TF s q0!✓,4�, 28 �� Q.1 55 C D (END) 120 60 0 SCALE: 1 "=120' 240 3E 78 PRIVATE PARK Q 1 5,00 551v \ 0 1 °D 6 J n � 54 C 10 -� = 53 52 ------� IIa 27 O 47 cr� 77 I W I II i WATER 26 C,, � QUALITY 25 48 4950 I �• I II BASIN 10 51 75 24 \\ o Jo CD OPEN SPACE I j W Io !- I --•--- 12 23 H I I , 13 22 / I- - -I W W N ►..� 21 c? I QI O O�� 14 ' ► o� 1 �:qA* �� 20 I o v 1 �^ I 2Q /A <4� 15 19 �W �-- ---a ^Z a QvpJ� 9i`qT �'p 16 I I �� 1 I Z 2 a� y 7 �s\�:I ' •�� c� 17 I &� I II 3 ¢ 6 8 18 SEE DETAIL D" 9 r o I � 4 5 74 OPEN SPAC z � 7---_ SII -•OPEN -SPACE ---"----------- - - - - A=13' 13' 17 R=2464.00' L=568.58' 123 - - - J L2 A=7,- 9° -�` 3 - - 45' _ _ - - EL SOBRANTE ROAD------- �-`� �� ---- If 11 -1- GRAPHIC SCALE ou 0 1 LOT F 2.48 AC. - - - ELSOBRANTEROA - °' o--}---\��---------' ---- _ __ I (CONST. CENTERLINE L25 1 A=14' 10 52 R=2400.00 L= 594.02' _ &8 35 34 _R=2400.00' L=359 93' o O _ - - - '� - - - - - _209.2-7 O EL SOBRANTE_ ROAD - N 88'04'31" W 839.89' - o (EXIST. CENTERLINE) _ - - - _ _ _ _ _ --- - N 89 04 08" W 990.19 FUTURE ULTIMATE RIGHT-OF-WAY, SEE EXCESS DEDICATION SEE DETAIL "C" S32 S3WIDTH VARIES, BY OTHERS. DETAIL BELOW FD. 2"I.P., W/1"BRASS T.3S. R.5W. AREA=30.67 S.F. DISK, LS 4218, UP 0.5' 1 S6 -R=2336.00' ACC. AS SECTION CORNER LS 4218 0 SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE �" 1er ,� �N I z I I C12 pRC,w 1 Cl, 140 ci I HS3'S "w I 1 c- 0 I � I 1 C16 1 cil 1 I I l DETAIL (NTS) ou 0 1 LOT F 2.48 AC. - - - ELSOBRANTEROA - °' o--}---\��---------' ---- _ __ I (CONST. CENTERLINE L25 1 A=14' 10 52 R=2400.00 L= 594.02' _ &8 35 34 _R=2400.00' L=359 93' o O _ - - - '� - - - - - _209.2-7 O EL SOBRANTE_ ROAD - N 88'04'31" W 839.89' - o (EXIST. CENTERLINE) _ - - - _ _ _ _ _ --- - N 89 04 08" W 990.19 FUTURE ULTIMATE RIGHT-OF-WAY, SEE EXCESS DEDICATION SEE DETAIL "C" S32 S3WIDTH VARIES, BY OTHERS. DETAIL BELOW FD. 2"I.P., W/1"BRASS T.3S. R.5W. AREA=30.67 S.F. DISK, LS 4218, UP 0.5' 1 S6 -R=2336.00' ACC. AS SECTION CORNER LS 4218 0 SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 N 88'04'31" W 89'04'08" W --- 839.89' 90.19' EXCESS DEDICATION DETA L (NTS) IP# 210136 SCH. A SEC. 32, T3S, R5W LOT 75 SEE SHEET 7 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA © " 37' 143 0 10. 60'X0581 '>% W 00 �/% pp 58 TRACT NO. 36730-1 BEING A SUBDIVISION OF PORTIONS OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF SECTION 31, d, rn a ``' AND PORTIONS OF THE NORTHWEST QUARTER AND THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 3 SOUTH, cf) 'N 83.52,36„ RANGE 5 WEST, AS SHOWN ON MAP OF RANCHO EL SOBRANTE DE SAN JACINTO, FILED IN BOOK 1, PAGE 8 OF MAPS,~ °' ``' Wz C° co 9.35' W SAN BERNARDINO COUNTY. � w O z W LOT 77 N 1657 56" E' N X123, DARYL J. CHRISTIAN, L.S. 8554 MDS CONSULTING MARCH, 2022 - 0.48 Ac. RPS oil W Z N WATER QUALITY BASIN gcc:2�2' ao , (n I O �� �� �, Q I �-� \"si o �i Dov X81 , 036, ' 10 3 Q c Q U / --- 2 L4 ��\� iQ 8.00' L=504 i,�l� L2p,60' 15' 45ry zL=51. 79, ZJ/ I c o 6 I L7 C20 C19 24 49" 1 1 ��° ° O 00, Az' -30'57' 34" 04'59,, I w R ?6� po 00 N o N 88'43'41" W 148.27' ��/ 9J, ��S' �p SS• ---I- o - _ _ --.., d=19' 53715?. 45, 2 p° 4� gg' ��� 2��6ry o ,\©° 6�Ops8< 57.01 91.26'7 _7=04 1,R3 app 00� �s� 1 2 ,�O � (D ' L6 "�/ \ 'O\\ NI 1 ry J 12 2SJ, w �� C1? �7 �� �'�,\ C14 C15 / /l ^� 1,5�39�" �op,�o ' 4 ° I - c13 o/ ss• °' '38, �� s 13 u' o "�R I ,� cC2/ C22 1 C23 I o �`j' / `b y 52' 12 �1coo j 37, h L�6•5 4JS �v �\0 z z I / ?8• r�/ ` /<zNSSS 6, v¢i L h h/4 4 ) O�j� 2s 596, < \Nss. O Lq I N 8843'41" W 128.72' CoO /o �� " / N Ss. � N I co 20' 7 S82,ry .4 C14 W /85Q C 14 Q A n „/, A A A SCALE: 1 " = 40' An 120 15 N 1'�� J? X61 4. 1 0� 6037' N oo hw^"v _ Z 693 0' �o %' s� j 8,33, / ,o� cv/ 632 F- I N 7� v" / o m� o o W - - 5637" W ?8• `� o _'' _ N 81'42' " `\' ti4' �, N N 34 W 3 \ � Lq a - ,,s = Q o 100.00' Bos, ;/ x,200.37 17 W N 88'43'41" W 107.79' �, U) UlI-- _ _ o ham/ w r 80 w W r - L16 0 �/� .�A // �"' aJ°'3 �99S�, C� � / Lr, 0 1' O �r J CL N o �, ^`� m �+ // N O°, JS„ C�`b /c'v N CO O V O LJj) 3 v '� 6 rn N / RgC3 24 �S Og / v ��Lo 00 1 8 T R% ��0� ^gyp oi` w 8 co cn 2 0 00, F �/ �/ , o w Z w � v' / r7 z o N 4%24'59" E/ 3S• ��1 / QD C4 RAD �� ¢ R=48.00 \"�, 0 N*42134"l co „ E `1' Ol 30 a 44 �\ 81W 89 , c" ''' 9 0o r'c,'z 19 601 " . �" -`�N 85'0_6'08" W --------; oz N 88'43'41" W 109.18'IQ ° 004i' �p� ��LQ90 22 /y ��� _l �l�o o RAD N �6 RPO z rLr*l yo23- ocX1s�51 � Of 1�1 nCO SHEET 6 OF 12 SHEETS Off, oS 1 z N / \ =O U i ----_ _- r�Q m '7 I moo < .0�`' � z '9q4 S, A ti 0 \ )� �C? N 85'29'32" W 74.17' O1 VAR. �� N 14 45'02" E ti I �j z 13 9,F d 215 I9, 1 9X� C5 L12 N 85'29'32" W 104.85' 0 RP i a, I C11 �___ � � � 5 N � o N 607'26 w cs \ � LOT 74 ti 4 I � �;o ►N " OPEN SPACE ri rn olU' ^ I p--9361171' 22.13 p=7' 01'027 L=258.91 �3j 93 I a N I z l� �, L=30.46' " E 6 1,053 33" D=8' 016' 35" \ R=2114.00' N 299. 22' C3 N 82-32)30" w I W 824719 w �ti \�--____J N 0'53'54" E 40.96' o N 0'53 54 E I 607'()g* __ 1 srRAIDr �+ I o 8 zl L I , " L=60-91 38.49 N_ - �' �\----------AI - � \\ �0�' I 1 - ' 28" L=134,71' D=1' 12'3Y 1.03 Ac. RAD -----------------��� ---- - ----- 9.41------- Co D-2 40 LO 70 - 37, \ 00 o I A=1' 53' 52" L=95.59' ' ____________O�\\� ��'\\� per' 23' 10" R=2886.00' L=321.67 PEN SPACE z I PORTION OFBk�L/frrs�3ABANDONED BY THE O N O N 3'46'19" E I _ _ - 6=1953'17"/,L=468.24'/ 9.69' J RECORDATION OF THIS TRACT MAP IS COINCIDENT WITH 70 _ _ _ _ _ _ _ _ _ _ _ _ _ _ N -7.06_37" W =13' 13' 17" R=2464. 00' L=568. 58' ----------- -- - �X0. ---- �c,.------- -RAD -PRC j �36 37.00' 17' �� ��`��Q N O "-- --------------------------------------------------------- , 0. \ �„'/ _-______ �s , __ EL SOBRANTE ROA _ - LOT "Fll C27 � � R=2736. 00' L--372.45'_ � N 0'26'39" E _ - - - - - - - O RAD NSEE SHEET 5 SURVEYOR'S NOTES SEE SHEET 3 I �--------_ colo - - - - - - - --- - - EASEMENT NOTES SEE SHEET 2 zl _ IP# 210136 SCH. A SEC. 32, T3S, R5W CURVE DATA COURSE DATA DELTA # LENGTH BEARING 34'59'49" DISTANCE L1 N 04'33'09" E 44.66' L2 N 88'43'41" W 7.53' L3 N 88'43'41" W 4.77' L4 N 88'43'41" W 4.66' L5 N 53'55'52" W 24.53' L6 N 88'43'41" W 12.30' L7 N 88'43'41" W 12.30' L8 N 28'50'37' W 22.94' L9 N 21'01'47' E 9.80' L10 N 70'55'21" E 22.95' L11 N 52'33'59" E 31.54' L12 N 8719'04" W 48.24' L13 N 8719'04" W 48.40' L14 N 01'16'19" E 8.00' L15 N 6958"1 S' W 28.00' L16 N 83'25'59" E 48.00' L17 N 44'48'54" E 37.89' L18 N 34'01'39" E 28.00' L19 N 58'49'37' E 48.00' L20 N 23'30'24" E 48.00' L21 N 30'48'35" E 28.00' 122 N 11' 17'01" E 35.00' Off, oS 1 z N / \ =O U i ----_ _- r�Q m '7 I moo < .0�`' � z '9q4 S, A ti 0 \ )� �C? N 85'29'32" W 74.17' O1 VAR. �� N 14 45'02" E ti I �j z 13 9,F d 215 I9, 1 9X� C5 L12 N 85'29'32" W 104.85' 0 RP i a, I C11 �___ � � � 5 N � o N 607'26 w cs \ � LOT 74 ti 4 I � �;o ►N " OPEN SPACE ri rn olU' ^ I p--9361171' 22.13 p=7' 01'027 L=258.91 �3j 93 I a N I z l� �, L=30.46' " E 6 1,053 33" D=8' 016' 35" \ R=2114.00' N 299. 22' C3 N 82-32)30" w I W 824719 w �ti \�--____J N 0'53'54" E 40.96' o N 0'53 54 E I 607'()g* __ 1 srRAIDr �+ I o 8 zl L I , " L=60-91 38.49 N_ - �' �\----------AI - � \\ �0�' I 1 - ' 28" L=134,71' D=1' 12'3Y 1.03 Ac. RAD -----------------��� ---- - ----- 9.41------- Co D-2 40 LO 70 - 37, \ 00 o I A=1' 53' 52" L=95.59' ' ____________O�\\� ��'\\� per' 23' 10" R=2886.00' L=321.67 PEN SPACE z I PORTION OFBk�L/frrs�3ABANDONED BY THE O N O N 3'46'19" E I _ _ - 6=1953'17"/,L=468.24'/ 9.69' J RECORDATION OF THIS TRACT MAP IS COINCIDENT WITH 70 _ _ _ _ _ _ _ _ _ _ _ _ _ _ N -7.06_37" W =13' 13' 17" R=2464. 00' L=568. 58' ----------- -- - �X0. ---- �c,.------- -RAD -PRC j �36 37.00' 17' �� ��`��Q N O "-- --------------------------------------------------------- , 0. \ �„'/ _-______ �s , __ EL SOBRANTE ROA _ - LOT "Fll C27 � � R=2736. 00' L--372.45'_ � N 0'26'39" E _ - - - - - - - O RAD NSEE SHEET 5 SURVEYOR'S NOTES SEE SHEET 3 I �--------_ colo - - - - - - - --- - - EASEMENT NOTES SEE SHEET 2 zl _ IP# 210136 SCH. A SEC. 32, T3S, R5W CURVE DATA # DELTA RADIUS LENGTH Cl 34'59'49" 48.00' 29.32' C2 86' 18'30" 35.00' 52.72' C3 2724'23" 55.00' 26.31' C4 3921'25" 45.00' 23.84' C5 29'22'23" 38.00' 19.48' C6 29'22'23" 48.00' 24.61' C7 62'55'45" 20.00' 21.97' C8 69'25'51" 30.00' 36.35' C9 12'24'47 48.00' 10.40' C10 4714'21" 48.00' 37.06' C 11 60' 18'46" 48.00' 50.53' C12 29'50'54" 50.00' 26.05' C13 5852'127 48.00' 49.32' C14 3337'45" 50.00' 29.35' C15 05'24'15" 265.00' 24.99' C16 2735'48" 100.00' 48.17' C17 03'12'44" 272.00' 15.25' C18 24'47'58" 100.00' 43.28' C19 2837'05" 50.00' 24.97' C20 29'50'54" 50.00' 26.05' C21 13'12'18" 43.00' 9.91' C22 33'37'45" 43.00' 25.24' C23 05'24'15" 258.00' 24.33' C24 26'57'52" 48.00' 22.59' C25 06'39'34" 272.00' 31.61' cz& Z7 o/ " ©y'dY' 2736.00 S , Z ' Off, oS 1 z N / \ =O U i ----_ _- r�Q m '7 I moo < .0�`' � z '9q4 S, A ti 0 \ )� �C? N 85'29'32" W 74.17' O1 VAR. �� N 14 45'02" E ti I �j z 13 9,F d 215 I9, 1 9X� C5 L12 N 85'29'32" W 104.85' 0 RP i a, I C11 �___ � � � 5 N � o N 607'26 w cs \ � LOT 74 ti 4 I � �;o ►N " OPEN SPACE ri rn olU' ^ I p--9361171' 22.13 p=7' 01'027 L=258.91 �3j 93 I a N I z l� �, L=30.46' " E 6 1,053 33" D=8' 016' 35" \ R=2114.00' N 299. 22' C3 N 82-32)30" w I W 824719 w �ti \�--____J N 0'53'54" E 40.96' o N 0'53 54 E I 607'()g* __ 1 srRAIDr �+ I o 8 zl L I , " L=60-91 38.49 N_ - �' �\----------AI - � \\ �0�' I 1 - ' 28" L=134,71' D=1' 12'3Y 1.03 Ac. RAD -----------------��� ---- - ----- 9.41------- Co D-2 40 LO 70 - 37, \ 00 o I A=1' 53' 52" L=95.59' ' ____________O�\\� ��'\\� per' 23' 10" R=2886.00' L=321.67 PEN SPACE z I PORTION OFBk�L/frrs�3ABANDONED BY THE O N O N 3'46'19" E I _ _ - 6=1953'17"/,L=468.24'/ 9.69' J RECORDATION OF THIS TRACT MAP IS COINCIDENT WITH 70 _ _ _ _ _ _ _ _ _ _ _ _ _ _ N -7.06_37" W =13' 13' 17" R=2464. 00' L=568. 58' ----------- -- - �X0. ---- �c,.------- -RAD -PRC j �36 37.00' 17' �� ��`��Q N O "-- --------------------------------------------------------- , 0. \ �„'/ _-______ �s , __ EL SOBRANTE ROA _ - LOT "Fll C27 � � R=2736. 00' L--372.45'_ � N 0'26'39" E _ - - - - - - - O RAD NSEE SHEET 5 SURVEYOR'S NOTES SEE SHEET 3 I �--------_ colo - - - - - - - --- - - EASEMENT NOTES SEE SHEET 2 zl _ IP# 210136 SCH. A SEC. 32, T3S, R5W LIQ 0 Wo; SCALE: 1 " = 40' 40 20 0 40 80 GRAPHIC SCALE II 11 II i 1 II l IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 36730�1 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 MARCH, 2022 120 E 183.74' 89.14' 11 33' 1 1 4;45• I I II R'S1.0p, 34" 11 I L--40,30, 11 , I 11 N DATA I ti" I - o I LENGTH I I 2 0' II II I W z 89.14 N 69�•�9''� z N s2730'327 E 40 83' �--. M I II d- O O J 48.30' i II II I I 030'- 1 1 X030 1 I h"' z L15 11'24' 13" II 19.90' C6 0917'42" �17, co N I 1 i W 17.97' 11 37' 1 1 48.00' I 11 33' 1 1 4;45• I I II R'S1.0p, 34" 11 I L--40,30, 11 , I 11 N DATA II � II bo 1 0 I r I LENGTH I 00 III Z"CIA I W z a - o Q M II II II �I z 55.00' N ul �--. M I II d- O O J ii Oo i II SHEET 7 OF 12 SHEETS c9 4� sem 40' `9 \ � FZ X26 0�0 D op '� GROVE ROP` ��„ R,apo' c9 �0 E STREET$�' lPR1v 9" 37 45' W Lp \A6656 0 ' p0' LA N 17_52' 47" II 37.60 _"RAD/PRC \\ R3ao .O3 rc4 \\ � r� 2a 5 6 ��\a °'42719'57 " w �'s 54.2 „ s \'% IJ N RAD/PRC �� �`- �- �2 O9'� a �� 00 \��, -69) 1 N 88'09'55" W �- 50.00' r' p 1' `z -� \ �'�s: ;3 36 N N LOT 76 WATER QUALITY BASIN 1.75 Ac. II I I -P FD. 1" IP, LS 5346,}-�� FLUSH. PER M.B. II I I 314/63-71 II I I 1 I I IM I 00 o I II i I I I I IL I o I II 1► I I I I I I '' . 000 t o I to I I I �* to I rn 11 ° Lo Ir; I rn IC14 I N 85'33'04" E 1 IIIII I - - RAD -P -RC- C) I II o d I� I 00 v I I o kN I w �� w l d=1Ln 1'46'29" N I o I I a �•co \ ��� �`i5p��'' R=113.00' 8019 I I I IA r-\ 3r> 6'0 -99, L=23.22' 01 N 1 rn\ >0, s N 77.1 z 1 J " 5.08„ o I �713.29,_ L14 0 o RAD N 89'2_8'23" l E 1 1 0 ---RAD �---a-I---J i� •-cl i N N 89'28'27'1 EI I I ii --------------ril RAD , I DATA DATA N.A.P. J FD. 1" IP, LS 5346, RADIUS LENGTH Cl 09'19'33" FLUSH. PER M.B. II C2 44'10'02" 55.00' 314/63-71 �i 29'27' 10" 23.00' L13 i 14'27'02" 100.00' 25.22' C5 11'24' 13" II 19.90' C6 0917'42" 839.00' 11 C7 10'17'48" W 17.97' C8 15'52'09" 48.00' I I j1 I 800.00' 49.51' 7 I I 600.00' 21.93' E 44.66' L9 II RAD 16.00' IW I II W 8.00' L11 I I IF- I E 50.46' 1 I_ O N I W E 8.61' I� N 11 W IIcc W 37.00' lc:) is rn C6 N i i� E 37.00' 1w N I N Io� E 37.00' w re N I I W I� E 28.00' 1`a o 1 87'44'49" W 28.00' 1. I cj) E 28.00' Iz 1 1 1 J o 44.00' z Q w � rn 37' I I 20' o I ® 1 I II 11 J j 1 33' - I -L13 L I I Ln 11 o o I I II o I I 1 0 43' N �,'► 0. 60' pig p0 o• I 00 N w o0 C) O 10 O N CN e -i I Z 'j ti E 9�' N 7812' 17" E 33.45' LOT 75 OPEN SPACE W `s �4•ss, \��66�,s�� Lu Rp,D LOT 77 WATER QUALITY BASIN z 00 SEE SHEET 6 J - L7 --j 1---- YOUNTVILLE COURT LOT "A" 59 E 111'1a va N 7 4 'S3„ vN o RPD �'• r' o 0 00 r II, I� cnap 35 W 0o N 02 -P N_ O N a? I y N 87'44'49" W 118 L17 L17.49' - - - - - _ �n ^ � N W '� Q CD W co O � 34 M � I M cl) o N 87'44'49" W 118.57' W Lq aLq w > 5'6'= cc Uo o 33 _N O N Z NI O W W _ r- Ln N 87'44'49" W 118.66' :-I iv Lo 28' N z �L17z 32 F- '? W co N 87'44'49" W 111.14' ��"', o (� ILO 28' Oi�P� z = L 17 �N ;:o J o, 31 C> a &0, 41 s l0 X6`'0\ f. \`\ 18 AK 9g' 9- ak 39 all 41 42 �s 30 AK N 83' 14'06" W 9.85' N 71232�" W 91.71. co 29 SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 co IP# 210136 SCH. A SEC. 32, T3S, R5W CURVE DATA DATA # DELTA RADIUS LENGTH Cl 09'19'33" 100.00' 16.28' C2 44'10'02" 55.00' 42.40' C3 29'27' 10" 23.00' 11.82' C4 14'27'02" 100.00' 25.22' C5 11'24' 13" 100.00' 19.90' C6 0917'42" 839.00' 4.32'1 C7 10'17'48" 100.00' 17.97' C8 15'52'09" 48.00' 13.29' C9 03'32'44" 800.00' 49.51' C10 02'05'38" 600.00' 21.93' IP# 210136 SCH. A SEC. 32, T3S, R5W COURSE DATA # BEARING DISTANCE L1 N 76'30'07" W 29.89' L2 N 29'36'09" E 29.89' L3 N 23'27'01" W 29.29' L4 N 19'50' 12" W 18.80' L5 N 88'43'41" W 4.67' L6 N 01' 16'19" W 8.00' L7 N 88'43'41" W 4.66' L8 N 04'33'09" E 44.66' L9 N 69'40'55" E RAD 16.00' L10 N 88'43'57" W 8.00' L11 N 01' 16'03" E 50.46' L12 N 89'30'39" E 8.61' L13 N 88'43'57" W 37.00' L14 N 89'30'39" E 37.00' L15 N 82'30'42" E 37.00' L16 N 48'04'25" E 28.00' L17 N 87'44'49" W 28.00' L18 N 66'32'59" E 28.00' L19 N 7'29'13" W 44.00' IP# 210136 SCH. A SEC. 32, T3S, R5W 40 20 0 SCALE: 1 " = 40' 40 80 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA YAM 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 120 MDS CONSULTING MARCH, 2022 GRAPHIC SCALE p-114' 55'56" R=450-00' L--902.67' LOT ..I.. ipRIVgTE SrREE 2.11 AC HIGHLAND GROVE ROAD c 5`ZO��G 5425'057 R=411.00' L�90. 36' p A=49'59'01" L=358.55' LOT 73 OPEN h� d=1 \ '06 -146' 66 „ 1 r 0.13 Ac. SPACE o� L'- \ 9 25' ydS��Q�� �g6• p0, �N 529'30 W _ J s X050 9 ' " 2?� �� 31 81338 00 5 R' - RAD N� 3 h' "� 1 ' 1�5 C �p0� / 1 1�, 12 • ��,� �� R8. 00' d 1 �l/4 cdco o SHEET 8 OF 12 SHEETS ti 4 ov �o o, 65 �o/p o ��'gp3;32sg, ylp CTI,� �o\\'.' 559-�� L19 = n °o) FJ 1.8 80 46' 42' E 114' N6� �� �� ,o 37 RAD N �i \ o `" N 8843'35" E 110.06' co Lo 66 Lq IlLb 63 �o �o� oo`s �i N \ o= G N " °° Ln �1� RPO o= \ o p - PR oo 1p N 86'07'06" E 128.65' \ ovr' �� 28, c>RA %' E 107.71' o v \ `r_ , �� v o `� -� N N RAD N 8313' 1 36 �: Lp 38 �o � � � � 61 i i cs: o I �! � v cry. �,�`'-_ N I r 62 coW f rn _ N �s _� f 67 N `? �� 8010,14" E 117.44' �� N_87'20'13"E _ ° 28' I _ J oc� o N r RAD N N RAD�PCC O � _ o) N �o 90 v L17 5 6 o -� L17 N o o N 88'32'42" W 121.43' - - - - - - N 88'32'42" W 109.00' r n r 39 d" a 35 a cn 00 w ' 61 �� M O o 5 6' o o 68 0 co N I RAD N 89'56'04" W 119.49' N 87'01'3_6" W a J 'V N► _ _N `� ^ _L14 _L14 _ - -RAD �� e _ Z L17 '-4- ~ w "2 &' N 88'32'42" W 120.78' w ® oo N 88'32'42" W 109.00' w v x U �V 40 CO a ^ N w Q I I j r rj n rNj Li�- 34CD CN o 0 60 o Z F- LOT 78 O J l() p? I N N Lo a-)1 - Z Q 1 p Z , io ,- fl -M W U N 87'44'4x" w ,20.70 __ w 28 w ^ Z PRIVATE PARK N 82'09'00" „ � `- W = RAD _ -� z L17_ '3 69 SEE SHEET 5 = Cl) 516 O M z N 88'32'42" W 110.62' N 21 co Ln p t/1 C5:;oW;--��0 41 L,rn 33 LA z> N 1 w59 g �b N 87'44'49" W 127.73' cp; LA28' co 1 N ' CV Z ! '�'� N j \ A' �)_ 'Y L14_ �, �, r, F, 4�� S9•¢�9 �� Q Z w s ��'� �.�`S 2S6 ,42',9, SS' 41Q `22 till �6' 32 �\�ooe 9 '�Q �S8 rn 06,�Z'- N `n Z41 L 1 O�`L� ,OO 28''L srQ� ,,,�� N 4!24'2T _ 4 ."``' 21.21' p cn m� o ,�� s o 57 �./ X019 31 43 0 44 6 0 � SIr. 991 30 cl ,��° °�' 45 ti �9., ti �, a, '00' l X2288 �. `�/ �, • �� �C/ ,126, o / , S 6, Azco VSO 29 ?yes o a�:4� �/� � �A' \ `4 96, c / / 28, 28 X28°0' \� ,�/ 0 •�� h� ca 46 O o, SFF 27 v ' sz� yFFj, ,��• a., / //' 9 � / ��20',�Q, o° Sn c� CURVE COURSE DATA # # RADIUS BEARING C1 DISTANCE L1 N 76'30'07" W 29.89' L2 N 29'36'09" E 29.89' L3 N 23'27'01" W 29.29' L4 N 47'38'31" W 16.73' L5 N 25'24'01" W 30.84' L6 N 19'50' 12" W 18.80' L7 N 74!05'1 U' E 20.16' L8 N 1920'37" W 20.16' L9 N 49'24'29" W 17.27' L10 N 49'24'29" W 25.09' L11 N 49'24'29" W 56.00' L12 N 58'07'44" W 56.00' L13 N 66'32'59" E 28.00' L14 N 87'44'49" W 28.00' 28 X28°0' \� ,�/ 0 •�� h� ca 46 O o, SFF 27 v ' sz� yFFj, ,��• a., / //' 9 � / ��20',�Q, o° Sn c� °' <`�9 S• 25 N 00 �W N � W m 56 CURVE COURSE DATA # # RADIUS BEARING C1 DISTANCE L15 N 25'08'24" E 28.00' L16 N 4935'31" E 28.00' L17 N 88'32'42" W 28.00' L18 N 58'04'51" E 48.00' L19 N 8843'35" E 48.00' °' <`�9 S• 25 N 00 �W N � W m 56 SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 IP# 210136 SCH. A SEC. 32, T3S, R5W CURVE DATA # DELTA RADIUS LENGTH C1 10'17'48" 100.00' 17.97' C2 07'22'28" 100.00' 12.87' C3 01'09'39" 428.00' 8.67' C4 0943"14!' 300.00' 1 45.66' C5 0943"15' 272.00' 41.40' C6 0943'15" 328.00' 49.92' C7 10'17'48" 100.00' 17.97' C8 10'17'48" 100.00' 17.97' C9 03'54'05' 66.00' 4.49' C10 04'07'05" 272.00' 19.55' C11 09'46'11" 100.00' 17.05' C12 04'15'53" 328.00' 24.41' IC13 1 05'34' 13" 400.00' 38.89' SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 IP# 210136 SCH. A SEC. 32, T3S, R5W . ,. SCALE: 1 " = 40' 40 80 120 CURVE DATA DATA # DELTA RADIUS LENGTH C1 01'50'33" 761.00' 24.47' C2 12'50'19" 100.00' 22.41' C3 2724'27' 43.00' 20.57' C4 3722'46" 55.00' 35.88' C5 0943"147 300.00' 45.66' C6 0943"16' 272.00' 41.40' C7 0943"15' 328.00' 49.92' C8 24'51'52" 100.00' 43.40' C9 11'06'28" 100.00' 19.39' C10 01'57'59" 428.00' 14.69' Cll 02'54'25" 428.00' 21.71' C12 00'53'14" 628.00' 5.76' C13 07'22'28" 100.00' 12.87' C13 04'05'26" 800.00' 57.11' 80 120 SEE SHEET 8 43 44 dzz--44'4 6'" � d=T 08 ' 17" L=71.26' 422' 58, 01" 007. OS' 18" L=71.26' R�72. 228.95' ��5.01' 39" o / �- R�00' L I62. 09' 40.99' cd/ - N 54'29'37#' W C 13 / 22.47' 4=2'12'35" i �' 21, 57,4=17' 44' 27" R-628.00' L=194.45' L'24 22' r L --58.82'A--519'38)1 L=58.39' L" / in 1 o N/a �rQ o o CIS 30 N z, z/ `� 28 27 w c ��* 80 80 29 N Z N z Z Z < 70.63' ' 66.69' N 56 04'58" W 137.32' 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. 36730-1 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 MARCH, 2022 LOT 78 SHEET 5 v\� 0 15 gp �6,= SEE o s� �s o0 N 49• N 49'2429" W 186 4797-11W 08 23' ti 00' 1 179 4=37 50' 55" R=272 `� \ --; ¢9_24'29" W �G VALLEy 143.58' 11 43.00,1.67 -�_ COV RT 1 , P R REED _ 8.17'-�� `'s �1 ~ �2 �9 �� r � 1 ; 43.00 -T�1 IVATE ST R=3oo. 00'-1j �� - • c 1 0 68 , �,4'--__ _______ A=37 50 555_- - 60 u u �,ti ' WJ j `1' LOT D _ 16 69, • 5�, �2 $"OgS� i L5 1.11 Ac. 00' L 2 NA 65 L7 p=37 50' 55" R=328• 43„ 6 28 281 d=4.36' " d=9' 53'42" per. 53'65' til 5 "It6' -p,L=26.365 L=56. 65' L=56 5 52 a o cd 0) 57 �, �, w ��i o 0 _ 53 F � cis ti w Lu �� o W 54 �, 56 Z 55 o g119 6� z5 Z Q o Lo o cr N Z "' `N° w 7481 w C z z ' 1$» W 4' o_ 4 N a N 77' 48 56 6 �7 6% �► 492429" 10' 17, � U -L T7- w �5 18 51 W 75.01' N 57'43'30" W 75.21' N 71'40'p9 33.99, N C-' i W¢ ^ 4.16' 57.92' ,41'11 y 50 �s C, 13.13 cl)NLA Cl)_ 5 6' O o 46 '�'boIQ 45 w Lo L16 W W 49 w Nl w, 47 W z I W, R 48 w z_cool o M� o� N �� "'�� v p,3� 1566 r d=6 51 z 28' cr 28' z 1� zCo d Lo x'25 � S8 � N�� 0��� L=41. 96' 1 L8 z l Z !FC C -A 56 F, ` CQ �3. 4.1• �� o p-4' 12 �°c rn �`�` 1 d �6 21 45'" L' 14 35 6 Z 1 61 �`L`1'�p ��� z ��zs o► C48 �►� d- . 06 L ' p=333'27 ��' JI z R^ 428 p X16' 22., d _6. 37' L=23.10' N zn 1 L6.99 0 L_ -8 4p' 55" 1 co �► O N p=6' 43' 52" 4=13' 50' 35" 1 80' �^ d 24. d=12' 13'53" L=79.41' � -moi Q=20' 34 7" R=400. 00 L=143 _64' 28 15 R=372. 00' L=158.88' of 63 _ BLUSH COURT D=20 34'27"R=372, 00' / 4=40' 04' 29" R�00. o_O�L I �ti p=12' 39' 53" L=$2. L=133. 58 T ►► - ao 50.00 „ D=4' 50 17" 1 23 d -T , l 1.54 ►► , L�3. 03 C12� L-45 5g 0" / Cl Ac PRIVATE STREET) C9 N 62'04'12 W o 1 d=7' S' 45 d_28• 53'31" R=428. 00' L=215.82 L-60 00, C10 1 Z 34.15 15.85 L 1 j� 5 " L=59.23' d=8' 03'26" L=fi0.19' L=:F 01' 56" 1 h/cl-: COURSE DATA 26 01c, 26 # zl BEARING DISTANCE L1 N 8715'24" W 30.90' L2 N 31'35'34" W 31.83' L3 N 1920'37 W 20.16' L4 N 74'05'10" E 20.16' L5 N 49'24'29" W 25.09' L6 N 8715'24" W 89.80' L7 N 49'24'29" W 56.00' L8 N 58'07'44" W 56.00' L9 N 83'09'58" W 39.00' L10 N 25'08'24" E 28.00' Lll N 45'42'51" E 28.00' L12 N 03'37'16" W 48.00' L13 N 2755'48" E 48.00' L14 N 40'35'31" E 28.00' L15 N 02'44'36" E 28.00' L16 N 58'07'44" W 28.00' L17 N 49'24'29" W 28.00' SEE SHEET 8 43 44 dzz--44'4 6'" � d=T 08 ' 17" L=71.26' 422' 58, 01" 007. OS' 18" L=71.26' R�72. 228.95' ��5.01' 39" o / �- R�00' L I62. 09' 40.99' cd/ - N 54'29'37#' W C 13 / 22.47' 4=2'12'35" i �' 21, 57,4=17' 44' 27" R-628.00' L=194.45' L'24 22' r L --58.82'A--519'38)1 L=58.39' L" / in 1 o N/a �rQ o o CIS 30 N z, z/ `� 28 27 w c ��* 80 80 29 N Z N z Z Z < 70.63' ' 66.69' N 56 04'58" W 137.32' 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. 36730-1 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 MARCH, 2022 LOT 78 SHEET 5 v\� 0 15 gp �6,= SEE o s� �s o0 N 49• N 49'2429" W 186 4797-11W 08 23' ti 00' 1 179 4=37 50' 55" R=272 `� \ --; ¢9_24'29" W �G VALLEy 143.58' 11 43.00,1.67 -�_ COV RT 1 , P R REED _ 8.17'-�� `'s �1 ~ �2 �9 �� r � 1 ; 43.00 -T�1 IVATE ST R=3oo. 00'-1j �� - • c 1 0 68 , �,4'--__ _______ A=37 50 555_- - 60 u u �,ti ' WJ j `1' LOT D _ 16 69, • 5�, �2 $"OgS� i L5 1.11 Ac. 00' L 2 NA 65 L7 p=37 50' 55" R=328• 43„ 6 28 281 d=4.36' " d=9' 53'42" per. 53'65' til 5 "It6' -p,L=26.365 L=56. 65' L=56 5 52 a o cd 0) 57 �, �, w ��i o 0 _ 53 F � cis ti w Lu �� o W 54 �, 56 Z 55 o g119 6� z5 Z Q o Lo o cr N Z "' `N° w 7481 w C z z ' 1$» W 4' o_ 4 N a N 77' 48 56 6 �7 6% �► 492429" 10' 17, � U -L T7- w �5 18 51 W 75.01' N 57'43'30" W 75.21' N 71'40'p9 33.99, N C-' i W¢ ^ 4.16' 57.92' ,41'11 y 50 �s C, 13.13 cl)NLA Cl)_ 5 6' O o 46 '�'boIQ 45 w Lo L16 W W 49 w Nl w, 47 W z I W, R 48 w z_cool o M� o� N �� "'�� v p,3� 1566 r d=6 51 z 28' cr 28' z 1� zCo d Lo x'25 � S8 � N�� 0��� L=41. 96' 1 L8 z l Z !FC C -A 56 F, ` CQ �3. 4.1• �� o p-4' 12 �°c rn �`�` 1 d �6 21 45'" L' 14 35 6 Z 1 61 �`L`1'�p ��� z ��zs o► C48 �►� d- . 06 L ' p=333'27 ��' JI z R^ 428 p X16' 22., d _6. 37' L=23.10' N zn 1 L6.99 0 L_ -8 4p' 55" 1 co �► O N p=6' 43' 52" 4=13' 50' 35" 1 80' �^ d 24. d=12' 13'53" L=79.41' � -moi Q=20' 34 7" R=400. 00 L=143 _64' 28 15 R=372. 00' L=158.88' of 63 _ BLUSH COURT D=20 34'27"R=372, 00' / 4=40' 04' 29" R�00. o_O�L I �ti p=12' 39' 53" L=$2. L=133. 58 T ►► - ao 50.00 „ D=4' 50 17" 1 23 d -T , l 1.54 ►► , L�3. 03 C12� L-45 5g 0" / Cl Ac PRIVATE STREET) C9 N 62'04'12 W o 1 d=7' S' 45 d_28• 53'31" R=428. 00' L=215.82 L-60 00, C10 1 Z 34.15 15.85 L 1 j� 5 " L=59.23' d=8' 03'26" L=fi0.19' L=:F 01' 56" 1 i N 5619'18" W N 5715'52" W 68.23' N 63'49' 14" W 66.O / 58.82' LOT 75 OPEN SPACE h/cl-: o1Q °° 25 26 01c, 26 o zl o N 24 N23 z z Q i N 5619'18" W N 5715'52" W 68.23' N 63'49' 14" W 66.O / 58.82' LOT 75 OPEN SPACE W-2 N 62' 18'23" W 75.57' 21 N 633,34" W 74.99' 20 I 70.10' 61 12' W N 6519'51 131-22f 2023- 00q5(051 nv 1�1�nu.1 SHEET 9 OF 12 SHEETS w _ N 53'54'58" W RAD/PRC -P 1 L •OD .�3 1� IP# 210136 SCH. A SEC. 32, T3S, R5W a� h/cl-: /Q) o M z 24 N23 w z N � d N Z � Q � Z' 59.65' Q cc N 47-07,35" 36' W 134 0 4 1' W-2 N 62' 18'23" W 75.57' 21 N 633,34" W 74.99' 20 I 70.10' 61 12' W N 6519'51 131-22f 2023- 00q5(051 nv 1�1�nu.1 SHEET 9 OF 12 SHEETS w _ N 53'54'58" W RAD/PRC -P 1 L •OD .�3 1� IP# 210136 SCH. A SEC. 32, T3S, R5W a� LOT 74 WATER QUALITY w' I iI BASIN I I NIQ I I E 31 �;� ; ► N I I I � NIo zL ole 1 L2 z I I C2 I I opo_ 00 o�� �s .� n 00 `4 N.A.P. .os X03 LOT 72 OPEN SPACE 1 20' W W 2 cn W W --1 � G�1 N 00 058,58" wCD / X24 z LOT 77 WATER QUALITY BASIN , J I 30 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 36730-1 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 MARCH, 2022 29 m• N S6°�S �y 27 18 S�' SF ti 26 F w 8�,ss�ry SyF.4 22' 23' 9 4/ N fi6S• 25 S g' 9 °9' 0 66�,'4h �Y o� 2,ry ,y 10 '8��. 5882 �8ry 24 LOT 75 OPEN SPACE �Q�o SF 6 SSS 3.66 Ac. F 23 60 30 0 50 SCALE: 1 " = 60' 60 GRAPHIC SCALE 51 I _ _ I L7 120 - --�-� 12 syr. °°°� 8��ry 22 co LAJ ol21 13 y / � � E2•�82 , W �\ 6�0°, 20 3 1 161 N � 66• 6�¢333ry 19 o� o \ 60 3,. S , .gg, � W 15 �,� O 66'19, zl n W ��� 5'w, Wo' 16 17 3� CURVE COURSE DATA # # RADIUS BEARING Cl DISTANCE L1 N 69'40'55" E RAD 16.00' L2 N 77* 15'08" W 51.29' L3 N 5933'28" W 53.94' L4 N 78' 12'17" E 33.45' L5 N 68'37'25" E 24.07' L6 N 29'46'29" W RAD 15.12' L7 N 87'37'07" E RAD 40.04' L8 N 08'40'35" E 39.80' L9 N 08'40'35" E 49.89' L10 N 01' 17'44" W 50.00' Lll N 6906'44" E 22.45' L12 N 03'46'19" E 9.69' L13 N 82'32'30" W 40.96' L14 N 871 9V' W 48.24' L15 N 87'19'04!' W 48.40' L16 N 85'29'32" W 74.17' L17 N 63'24'44" W 47.26' L18 N 8352'36" W 9.35' L19 N 07'53'19" E 64.85' L20 N 04'33'09" E 44.66' L21 N 88'43'41" W 4.66' L22 N 00' 16'52" E 47.13' L23 N 81' 19'25" W 44.00' L24 N 76'57'56" E 36.50' L25 N 19'01'02" E 36.50' 30 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 36730-1 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 MARCH, 2022 29 m• N S6°�S �y 27 18 S�' SF ti 26 F w 8�,ss�ry SyF.4 22' 23' 9 4/ N fi6S• 25 S g' 9 °9' 0 66�,'4h �Y o� 2,ry ,y 10 '8��. 5882 �8ry 24 LOT 75 OPEN SPACE �Q�o SF 6 SSS 3.66 Ac. F 23 60 30 0 50 SCALE: 1 " = 60' 60 GRAPHIC SCALE 51 I _ _ I L7 120 - --�-� 12 syr. °°°� 8��ry 22 co LAJ ol21 13 y / � � E2•�82 , W �\ 6�0°, 20 3 1 161 N � 66• 6�¢333ry 19 o� o \ 60 3,. S , .gg, � W 15 �,� O 66'19, zl n W ��� 5'w, Wo' 16 17 3� 2023 - ong5us I uk :ll CURVE DATA # DELTA RADIUS LENGTH Cl 56'56'03" 48.00' 47.70' C2 11'46'29" 113.00' 23.22' C3 62'36'24" 48.00' 52.45' C4 12'50'19" 100.00' 22.41' C5 27'24'27" 43.00' 20.57' C6 37'22'46" 55.00' 35.88' C7 09'58'19" 100.00' 17.40' C8 86' 18'30" 35.00' 52.72' C9 27'24'23" 55.00' 26.31' C10 30'21'25" 45.00' 23.84' Cll 29'22'23" 38.00' 19.48' C12 69'25'51" 30.00' 36.35' C13 1 1724'46" 48.00' 10.40' C14 62'55'45" 20.00' 21.97' C15 29'22'23" 48.00' 24.61' C16 5756'52" 36.50' 36.92' C17 101'07'43" 40.00' 70.60' C18 01'23'52" 2400.00' 58.55' 2023 - ong5us I uk :ll __--�- -- A=14' 10' 52" R=2400.00' L=594.02' z SEE SHEET 5 W 8 - - _ _ - - - - EXCESS DEDICATION > - - - - - _ N SHEET 10 OF 12 SHEETS SURVEYOR'S NOTES SEE SHEET 3 --�- SEE DETAIL ON SHEET -----___ N 88'04'31" W 839.89 - EASEMENT NOTES SEE SHEET 2 -- - - - ' 209.27' �, - - - N 89.43'06" W 990.19' ----� C5 IP# 210136 SCH. A SEC. 32, T3S, R5W V cc o 0 d- z /� �4--1 ^��P,A,/ /� w ala �,o /�Q _ / / / OPEN SPACE ,, ,� u _ UZ8*2_7'01"W LOT 7 /�v RAD % 14 X15 L15 4 Z ho4 C13 CIA L14 C12 N 85'29132" W 104.85' " i N2541'27W� EJ -- LOT 70 N 04'30'28" EJ AD RAD C9 L13 C) 0 �.- o N4744'24 - RAD -PRC ----- I - ^RAD __------_- -------------- -- OPEN SPACE ------- � Q N 81'01'18" O � zJ E& S z N RAD L12 L23 A=13' 13' 21" R=2464.00' L=568.63' wl d=2.20'00" r---------- --------EL ---� - R=10034--�0k-__ SOBRANTE ROAD o �, OLOT 'IF:" F') c* Q (►o � --- __--�- -- A=14' 10' 52" R=2400.00' L=594.02' z SEE SHEET 5 W 8 - - _ _ - - - - EXCESS DEDICATION > - - - - - _ N SHEET 10 OF 12 SHEETS SURVEYOR'S NOTES SEE SHEET 3 --�- SEE DETAIL ON SHEET -----___ N 88'04'31" W 839.89 - EASEMENT NOTES SEE SHEET 2 -- - - - ' 209.27' �, - - - N 89.43'06" W 990.19' ----� C5 IP# 210136 SCH. A SEC. 32, T3S, R5W IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 36730-1 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 I SEE SHEET 12 I I I I I~ z w m I cn w MARCH, 2022 oti3 _ ooq 51#571 NXO SHEET 11 OF 12 SHEETS 1 i I I I I SCALE: 1 " = 60' I 1 I 60 30 0 60 120 180 1 I I GRAPHIC SCALE I I I I i I I I i i I I I I I I I w I m I � I I o 00 I I � Lo co I 6 ujICl N 01'06'15" EI N 12.0 I z I z — I — — N ' W 89'4308" 1650.1' TO -- I I 19.0 b E'LY LINE, I SW 1/4 I I Q EL SOSRANM , ( SEC. 32 I I� SEE DETAIL "A" ROAD I I 7 SEE SHEET 6 I AT RIGHT N 89'43'08" W 990.19'4 / o �i EL SOBRANTE_ ROA _-- �;;,' \-- -- __ `---------------- __ ------ ----_ _ I ,, I DETAIL "A'► _ _ -- o O1 --------------I----_-�_--__ ---- - - L,__--- __------------------- --' T --�--------------i N_T.S.--------------�-- ---N 88'04'31" W -- -----------------839.89' — — — — _ _ ----_- I I — — — — — — �' N 8943'08" W 990.19' c+ Oj --- —�— — — — T.3S. R.5W. FD. 2" I.P., W/1 -BRASS - S3 1 S32 DISK, LS 4218, UP 0.5' S6 LS 4218 ACC. AS SECTION CORNER IP# 210136 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, 0` AND PORTIONS OF THE NORTHWEST QUARTER AND THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 3 SOUTH, BOJ 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 MARCH, 2022 I I �I I ------� I i-- — — — —I — — — — — - - --- —- F-------------- — I — BLACKBURN ROAD I I I I / I I / I I / i I � I I I I SCALE: 1" = 60' 6030 0 60 120 180 I I 11 I I I ► GRAPHIC SCALE I I I I II I I I � I------ 1 I Iu 1 \ ,____, I I SEE DETAIL "A" AT RIGHT HEREON X23-�uqS�SI SHEET 12 OF 12 SHEETS 1 I I I l\ ----- / I / I I / _ N 8930'25" W I / 1 833.36' N 80'30'15" E I 21.37' _ J10, 110' I I I I I I I I / I I I 1.0 E/On I I TR. BDRY. /01 Lo /0'/ � I � I I c I i N I I / IM W I j j FD. 3/4" I.P. 1 �n I I W/NAIL & TAG, I I RCE 862, DN. 0.2' PER PMB I I 86/39-40 ,\co ;� 1 z I I I I I I N 8952'04" W 5608.41' — 1-1 EC. 31 P.O.B. ®1.0' I �� EAST OF TR. BDRY.I rhoI� FD. 2" IP, W/BRASS IN DISK STAMPED LS 4218x, co AS SHOWN, UP 0.5', ACC. z AS E1/4 COR. SEC. 31 PER RS 63/91-95. i ------------------- DETAIL "A" N.T.S. T.3S. 1/4 S31 } S32 R.SW. LS 4218 . IP# 210136 SCh. A SEC. 32, T3S, R5W