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mb489_087-096IN 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 OWNER'S STATEMENT WE HEREBY STATE THAT WE ARE THE OWNERS OF THE LAND INCLUDED WITHIN THE SUBDIVISION SHOWN HEREON; THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS A CLEAR TITLE TO SAID LAND; THAT WE CONSENT TO THE MAKING AND RECORDING OF THIS SUBDIVISION MAP AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LOTS "A" THROUGH "E", INCLUSIVE. THE DEDICATION IS FOR PUBLIC UTILITY PURPOSES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR EMERGENCY VEHICLES WITHIN LOTS "A" THROUGH "E", INCLUSIVE. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: WATER QUALITY EASEMENT LYING OVER ALL OF WATER QUALITY BASIN LOT 56, AS SHOWN HEREON. THE DEDICATION IS FOR WATER QUALITY AND INSPECTION PURPOSES. WE HEREBY RETAIN LOTS "A" THROUGH "E", 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 53 THROUGH 55, 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 LOT 56 IN FEE INDICATED AS WATER QUALITY BASIN 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 57 IN FEE INDICATED AS SEWER LIFT STATION AS SHOWN HEREON FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT MAP. PULTF, HOME COMPANY, LLC, A MICHIGAN LIMITED LIABILITY COMPANY NAME:, ,q)ejW!/ W&We-✓ TITLE: IIPO/= AAWI7 .4C4. 4' Pev. 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 CALI FoRN I A ) ) SS COUNTY OF 0 RA NG E ) LOIZ ON DECEMBER 20 z Z , BEFORE ME,?A &,L6 C o1.LEEN cocK A NOTARY PUBLIC, PERSONALLY APPEARED DARREN WA N , WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE, TO BE THE PERSONV) WHOSE NAME() IS/*R& SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE$/6HE-/R EY- EXECUTED THE SAME IN HIS/HER/ft EtR- AUTHORIZED CAPACITY( -IES•), AND THAT BY HIS/HEIS/RHEtR SIGNATUR(EA ON THE INSTRUMENT THE PERSON(), OR THE ENTITY UPON BEHALF OF WHICH THE PERSONV) ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND �j MY PRINCIPAL PLACE OF BUSINESS IS IN SIG URE C)RANGE COUNTY -MLoIZ toLa.EEN BLOCK PRINT NAME MY COMMISSION EXPIRES -2.$-2-0210 CoMN�SS1oN � 241'1`ii5 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. 5IC?WAl_U9F OMISSIONS 1PURSUANTTO �ZECT1011`4 ebAt'le 4f TME SMbZIV15W4 OF 1."E FOLLOWINGq Ovo HERS CIF EASEMMTS AND/OR OTHER IMTERESTS HAVE BEEN OMll"LOt EL SOZRAMTE MUTUAL WATIE RCOM4PAW) HOLDER OF AN EAgE1MlEMT FOR ROAD PURPO 3E5 AND CONSTRUCTION, NIAINTENANCE, OPERATION, REPAIR AND REPLACEMENT OF A WATER PIPELINE INIU,ESS AND EGRESS AND INCIDENTALPuRPOSES, REC0RDEpSEPTEMe)F_9 4, 1959, AS INSTRUMENT 140.701(6, OF OFFIcIflL RECORIDS. FEBRUARY, 2022 SURVEYOR'S STATEMENT; SHEET 1 OF 10 SHEETS 1:4*11ut FILED THIS 4-k', pAY OF � I , 20 2 7 ATiLlm. IN BOOK �q OF MAPS, AT PAGES AT THE REQUEST OF THE CLERK OF THE BOARD. NO. 2025-0061571" FEE * 70 PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: 4kDEPUTY 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 RE00EST 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. �\ONpL LAtvD DATE: ZZ ��� �� CtiR,s w * LS 8554 DARYL J. CH IST N L.S. 8554 EXP. 12/31/24 EXP. 12/31/24 9T Off? F OF CA\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: 5 '/:5-- ?v P'� DAVID L. MCMILLAN COUNTY SURVEYOR L.S. 8488 EXPIRES 12/31/2024 oNpLLANpS �y5a\Q Mcrye<<'G•QL 2 0O 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. THE OFFER OF DEDICATION FOR PUBLIC UTILITY PURPOSES ALONG WITH THE RIGHT OF INGRESS AND EGRESS FOR EMERGENCY VEHICLES WITHIN LOTS "A" THROUGH "E", INCLUSIVE, INDICATED AS "PRIVATE STREET", AS SHOWN HEREON IS HEREBY ACCEPTED. THE OFFER OF DEDICATION MADE HEREON OF THE WATER QUALITY EASEMENT, AS SHOWN HEREON, IS HEREBY ACCEPTED. DATE: 0:3 a8 aoa 3 ATTEST: KIMBERLY 'RMTOP- CLERK OF THE BOARD OF SUPERVISORS BY. BY: .mac _� CHAIRMAN OF THE BOARD DEPUTY OF SUPERVISORS TAX COLLECTOR'S CERTIFICATE I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF THIS OFFICE, AS OF THIS DATE, THERE ARE NO LIENS AGAINST THE PROPERTY SHOWN ON THE WITHIN MAP FOR UNPAID STATE, COUNTY, MUNICIPAL, OR LOCAL TAXES, OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, EXCEPT TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES NOW A LIEN BUT NOT YET PAYABLE, WHICH ARE ESTIMATED- TO STIMATEDTO BE $ 4�EC0,CU. ' DATE: j_,j K 4" 23# U Z 3 MATTHEW JENNINGS COUNTY TAX COLLECTOR BY: Lk -u, DEPUTY THIS CERTIFICATION EXCLUDES ANY SUPPLEMENTAL TAX ASSESSMENTS NOT YET EXTENDED TAX BQND CERTIFICATE HEREBY CERTIFY THAT A BOND IN THE SUM OF $ 1E '700-00 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:�TTdr a!2j 23, 2023 (� r OR SURETY BOND MATTHEW JENNINGS COUNTY TAX COLLECTOR BY: EPUTY THIS CERTIFICATION EXCLUDES ANY SUPPLEMENTAL TAX ASSESSMENTS NOT YET EXTENDED IP# 210155 SCH. A SEC. 32, T3S, R5W A• IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA ?" NO. 36730 ) BEING A SUBDIVISION OF PORTIONS OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF SECTION 31, lb, 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. 0 s DARYL J. CHRISTIAN, L.S. 8554 MDS CONSULTING FEBRUARY, 2022 ` BASIS OF BEARINGS and SECTIONAL BREAKDOWN Tz" 's- � O ,w IR Q Lu N a J a TRACT N0. 36730 I LAKE MATHEWS VICINITY MAP N.T.S. CITY OF RIVERSIDE COUNTY OF RIVERSIDE Up] 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 #--y- PAGE IS . 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 EASEMENT NOTES SHEET 2 OF 10 SHEETS 0 - INTENTIONALLY OMITTED Q - 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. Q5 - 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. NOCO (NORCO COLLEGE) N=2,280,817.090 E-6,161,339.180 MLFP (MLFP SCGN CS1998) N=2,279,468.180 _ N 8959'15.20" W 76,340.78' (GRID) E=6,237,668.040 \ - 62_6'3_7,42 W _ 44,180.29'- -N__6_5_31'40._34_"_E_----- - \ 30 " -- - --__ 30129 ____________ - - N 88'28 55 W 2698.12_ �T.I (N_ 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 1 \ SEC. 31, PER RS 151/80. I STAMPED "RIV. CO. SURV"ACC. AS NW COR \ SEC. 32, PER RS US. 63/91-95 & RS 151/80. 1/4 s 31 N=2263160.459 N / LS 4218 I E=6201837.835Lo 1 co N o N Lo U) CN c*4 INN N N CN / �M CN l I ``' Lo s� N I ILO P Lo I �.�S. FD. 2 IP, W/BRASS DISK I �\ a,l STAMPED LS 4218, UP 0.5 STAMPED RE 2544 ON �9s N S31 FD. 2 I.P., NO TAG, } s32 AS SHOWN, ACC. AS E1/4 COR. 1 z EAST SIDE, UP 0.5' ACC. <y M1 LS 42i8 SEC. 31, PER RS 63/91-95 1 AS E1/4 COR, PER M.B. \ o & R.S. 151/80. �p1 314/63-71 & R.S. 151/80. � o _ ____ h� z - - - N 88'52'04W 5608.40' (N 88'52'04" W _5608.52' R7) A,. �, �/ o tj 2870.4-7 (2870.53' R7) - - - � - - - - 2737.94' (2737.99' R7) - - - oti � o SCALE: 1 " = 600' d- 1 N I\ _ l o �'� THE CONVERGENCE ANGLE OF 1 _ I J ►nl .o/ GRID NORTH IS -0'39 07.8" AT c� °p �� AT MATH (LAKE MATTHEWS). 00 c 1 SFN, EST. BY C144- c6 I \ 1 PROPORTION N '- , b L 1 'n I SFN EST. BY I N "' °p `" PROPORTION I Cly N CV N w 1 - - - _ _ _ N 88'28'25" W w I _ 5580.38' N N N / w N 89'29'51" W 2619.44' FD. 1„ I.P., W/PLAS. PLUG, 1 www - - - - - r ; - - PLS 6261, NO REF., FLUSH, ACC. N 0,1 I ^ : a (N 89'51"28 W 2620.53 R5) Lo AS E. 1/4 COR., SW 1/4 SEC. 32 C) b I o f I N � o ' 1 `Y �,1 PER RS 24/97-98. zC)co c0 ZI I IN�o� I d-CVI :z I L w - :— •— Col Lo w W^ N I ` 80 '000O CV 1 0 to .��� I v I O co O N �_;MI�---00 ILO SFN, EST. BY 1 ` •- I 1 L l b� b o PROPORTION I z / FD. GEAR SPK. & W., Z LS 7083, FLUSH, PER 1 -4- N 1 CR08-0072. N Lo FD. NAIL & WASHER, ILLEG., Lo - - - - 2775.89' (2775_92' R7) - - - - - - _ 1 (N 89'43'11" W) 1 1 FLUSH NO REF. ACC. AS - v- _ 2776.73' (2776.77' R (1120.35' R2 _ _ _ _ v S 1/4 COR. SEC. 32 PER N 88'04'31” W 5552.62' s -1 - - RS 24/97-98. (N 88'04'23" W 5552.69' R7) 0;Cj/,F 0� N 89'43'08" W N 89'37'30" W 1324.76' N 89'37'49" W MWD \.o1120.39 (N 89'37 40 W 1325.01 R2) ti 195.35' FD. 2 I.P. W/ 1 BRASS R.6W R.5W MATH (LAKE MATTHEWS) p``�'� FD. 2 IP W/BRASS DISK US. R.5W CAP, "MWD LS5113 1992" S36 T31 N=2,257,399.850 `O STAMPED SLS 4218, UP 0.5 s3' -s32 FD. NAIL AND WASHER PLS DN 2.0' ACC. AS SW 1/4 E=6,201,354.260 AS SHOWN ACC. AS SE COR. s 8 ' »LS. 4218 7083, FLUSH AT CL EL SEC. 31 PER R.S. 95/ T4S FD. 1 STAINLESS STEEL ROD IN SEC. 31 PER RS 63/91-95 37-57 & R.S. 151/80. 1992 LARGE BOULDER UP 1.0', 50' NW & R.S. 151/80. SOBRANTE ROAD PER CR L.S. 5113 OF BRASS DISK STAMPED STA. N=2,257,911.63 08-0071, ACCEPTED AS 57+82.57, PER M.B.429/84-103. E=6,201,677.31 1/16 COR SEC 5 IP# 210155 SCH. A SEC. 32, T3S, R5W MR T SCALE: 1 " = 400' 400 200 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. DARYL J. CHRISTIAN, L.S. 8554 MDS CONSULTING BOUNDARY SURVEY 800 1200 SURVEYOR'S NOTES BASIS OF BEARINGS: SEE SHEET 2 ----------I ---------% - INDICATES RECORD DATA PER RECORD OF SURVEY, RS 63/91-95. (R2) I RECORD N 88'30'25" W I (R3) - INDICATES 833.36' 1 I I I o N I I N co I I I N 0; _ I I I o I j FD. 3/4" I.P. C) ►LO W 1 W/NAIL & TAG, L I RCE 862, DN. �0 I 1 0.2' PER PMB -- 1 1 86/39-40 z T.3S. 1 II 1958, AS 1/4 �CO - INDICATES S31 } S32 [ ] I N 88'52'04" W REC. & R.SW. 1 1 --- 5608.41' 69'10'47" 69'09'1 U' LS 4218 _ -�` SEC. 31 L17 N N 19'50'18" 19' 13'45" w FD. 2" IP, W/BRASS DISK, L5 �, I:- ci 19'07'12" 19'06'20" STAMPED LS 4218, AS SHOWN, 199.25' 199.45' R3) N UP 0.5', ACC. AS E1/4 COR. 86'47'08" 87'24'30" :d' IN SEC. 31 RS 63/91-95 & L6 N N PM 86/39-40. W W z I N N 59'47'08" 60'29'20" W W 409.13' 409.80' R9 L7 ----------------------- 4934'38" 40'34'10" " " FEBRUARY, 2022 • - 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 Vel , PG 5.5 - (t4 ■ - INDICATES FOUND 1" IRON PIPE TAGGED L.S. 8554, FLUSH, PER TRACT No. 36730-3, M.B.ylq , PG -I - 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 57 NUMBERED LOTS AND 5 LETTERED LOTS. THIS TRACT MAP CONTAINS 24.98 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 I� 0 N �N C14 N �ww to7n DET1�� A FD. 11,f REBAR, DN. 1.0' FD. 1" IP, RCE 17550, FLUSH, ACC. AS C INT. MCALLISTER & BLACKBURN PER MB 328/25-27 --=N 88_52'04" W_ BLACKBURN RD: TRACT No. 29372 0 328/25-27 NO REF., ACC. AS NW COR. BK 1916, PG 214-217, O.R., zz SET BRASS CAP, LS 8554 N 88'30'25" W 833.3�E)7 '0 (N 88'53' W 8 3.36' L12 I SEE DETAIL 5608.41' _ 1 1 „ „ t C SECTION 31 -F v' i A ABOVE L11 .14 Of SURVEYOR'S NOTES, CONTINUED SHEET 3 OF 10 SHEETS (R 1) - 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 265.20' 265.30' R3 AS INST. NO. 36287 IN BOOK 1916, PAGE 214, O.R. (R9) - INDICATES RECORD DATA PER GRANT DEED RECORDED DECEMBER 31, L3 1958, AS INST. NO. 94197 IN BOOK 2389, PAGE 19, O.R. (( )) - INDICATES REC. & MEAS. DATA PER TRACT NO. 36730-1, M.B.�IB� [ ] - INDICATES REC. & MEAS. DATA PER TRACT NO. 36730-3, M.B.qg-,l 777T- INDICATES ACCESS RIGHTS RESTRICTED CC&Rs RECORDED 14fh1XISAS INSTRUMENT NO. WIS-00'15(45'57 A FINAL PROJECT SPECIFIC WATER QUALITY MANGEMENT PLAN (WQMP) MAY BE REQUIRED PRIOR TO ISSUANCE OF A GRADING OR BUILDING PERMIT. IF REQUIRED, THE WQMP SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE COUNTY OF RIVERSIDE'S MUNICIPAL STORMWATER PERMIT WHICH ARE IN AFFECT AT THE TIME THE GRADING OR BUILDING PERMIT IS ISSUED. THE WQMP SHALL BE SUBMITTED TO THE TRANSPORTATION DEPARTMENT FOR REVIEW AND APPROVAL. /--- ------------------�\ I I I I SEARCHED, 1 FD. NOTHING, gdh0� I SET NOTHING I INST. #94197 ---*�\ \ REC. 12/31/58 `1/ ----------------�/ 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 - -) "B" ABOVE co LO ol °' 86/39-40 FD. 3/4" I.P., W/NAIL & �o�Z, F1 N Zo TAG, RCE 862, FLUSH, � _ _ _ _ z FD. NAIL & TAG, RCE I PER PM 86/39-40 d`��t, h� FD COPPERWELD, STAMPED - 862, IN BOULDER, �DO�� ) . 4" I.P. W NAIL NO TAG "EC 21377 1992", DN. 0.3' II I PER PM 86/39-40 Ir-cr- L0r J=`h FD3 / I W/ NAIL, NOT ACCEPTED, i I I-' 11 I EST. AT REC. DIST. PER (R6) SFN, EST. AT REC. DIST. PER (R4)--1 I TRACT No. 20 070 '1 MIS 298/66-74 - N 88'28'25" W� rn _1J 33' FD. 1" I.P., LS 5346, FLUSH, -T PER MB 314/63-71 I SEE DETAIL "C" BELOW Lo- ,, DN. 0.2 , NO REF., ACC. AS ANGLEOOA I L3 \,A CNo " " BK2389, PG19&20 PT. PER R9, SET TAG LS 8554 IN N N to REC. 12/31 /58--� Coco FD. 1" I.P., NO TAG N N I SFN, EST. BY REC. DIST. & ANGLE FROM STY . 3/4" I.P., W/NAIL & MON. PER GRANT DEED REC. DEC. 31, 1958 , 1 UP 0.2 PER PM FD�' I IN BOOK 2389, PAGES 19&20, O.R. 86/39-40 & PLAT YE -18 TAG, RCE 862, FLUSH, o I SET TAG, LS 8554 I PER PM 86/39-40 ao o. FD. 3/4" I.P., W/N&T, (ILLEGIBLE), SE COR. NE1 /4, ` °�.,° `� DN. 0.2', NO REF., ACC. AS ANGLE NTY LINE, S1 /2 SE 1 /4, SEC. 31 I o \ \ PT. PER R9 SW 1 /4, SEC. 32 N 89'29'51" W 2619.44' (N 89'51)28" E 2620.53' R5) 5580.38' - - - 1309.72' �0 to _ - 1309.72' (1310.38' R5) CC 928.57 - �� FD. 1" I.P., W/PLAS. PLUG, W SFN, EST. AT MID PT. I PLS 6261, NO REF., FLUSH, ACC. I-- BTWN. FD. MONS. z SFN, EST.AT REC. DIST. & ANGLE iLO x- AS E. 1/4 COR., SW 1/4 SEC. 32 (� W w w ?• FROM WTY MON. PER GRANT C14I PER RS 24/97-98. W d I " DEED REC. DEC. 31, 1958 IN J ; C6Io a - L18 I BOOK 2389, PG 19&20, O.R. N to r. . � co - ,n to vim' w Q� I SFN, EST. BY �/9 j FD. 3/4" II.P., NO TAG, (RUSTED) oMo CN Ci z z z PRORATION FROM I N. 0.3', N 4910'29" E 0.56, NO I ocq J SFN, EST. BY THE E1/16TH COR. �Rj F., NOT ACC., EST. BY PRORATION �� PRORATION - - :657.49 - - FD. 3/4" I.P., W/PLAS. L I -11 986.23 328.44 329.05 986.23 (986.46 CALC. R5) w PLUG, ILLEGIBLE, NO REF., I -.1 w 1 �^ BETWEEN FD. q " 1315.28 (N 89 47 4 E 1315.28 R5) w FD. 1" I.P., LS 5346, FLUSH, I 1 0 1314.67 " PER MB 314/63-71 j J F o 1. � MONUMENTS n I N 89 34 54 W w 2629.95' (2630.52' CAIC. R5) .� o"o DN. 0.2 ACC. AS E. 1/16 � r _ _ � z i i I - o COR. OF SW 1/4 SEC. 32. N LY LINE � _ o TRACT 28873 I r - Ln •� � SW COR. N � PER RS 24/97-98. S1/2 S1/2, rn PAR. 3, R5 � b' - M 314/63-71 I i J o � �I SW1%4, SEC. 32 04 I ( I Lo b I 11--�-I -C z z v to o � FD. GEAR SPK. & W., zv ILO SFN, EST. BY z LS 7083, FLUSH, PER I :n I FD. NAIL & WASHER, ILLEG., 36 CLL 1 -�� I PRORATION _� 4712-7.1',- _____�-' �.-------'---=31 -32- - _ � - 990.19' -- - - N 88'04'31"W _ 5552- - - - -839.89' N 89'43'08" W 1120.39'-- (N 88'04'31" W 5552.40' R4) (839.96' R4) 6 (N 89'43'11" W 1120.35' R2) FROM FD. MON. AT B.C.LON ;0BRANTE ROAD 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. n 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 657'41" 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. �3' �UQ, IICOL28 (N 89'28'27"E)RAD I I � FD. 1"I.P., LS 5346, 30' 1 15' J FLUSH, PER M.B. 314/63-71. 1 L25 Lu I F-- ''' w^ L26 I I J o� o o N _j2 --6 17 o C�l (aj Z Z 33' 37' jl �- DETAIL "C" -� N.T.S. L21 CR08-0072. ' FLUSH, NO REF. ACC. AS __85ss9_---------_ S 1/4 COR. SEC. 32 PER 46-1-.68' 22 - - RS 24/97-98. 5 N 89'37'30" W 1324.76' FD. NAIL AND WASHER, PLS 7083, (N 89'37'40" W 1325.01' R2) FLUSH AT CL EL PER CR 08-0071 SOBRANTE CC . AS 1/16 F D. D. GEAR SPK. & WASHER, LS 7083, FLUSH, C EL SOBRANTE RD. PER CR COR. SEC. 5 08-0073, ACC. AS NW COR. SEC. 5 IP# 210155 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" 52'17'00" W W 80.00' 80.00' R8 L2 N (N 56'31'52" 56'30'20" E E 265.20' 265.30' R3 L15 N N 56'12'25" 56'35'00" W W 102.00' 102.00' R8 L3 N N 78'38'08" 7939'40" W W 387.96' 387.92' R3 L16 N N 4932'25" 4955'00" W W 47.97' 47.97' R8 L4 N N 69'10'47" 69'09'1 U' 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' R3 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" 40'55'00" W W 75.00' 75.00' R8 L10 N N 17'5755" 18'20'30" W W 47.22' 47.22' R8 L24 N N 40'32'25" 4956'00" W W 27.03' 27.03' R9 L11 N N 61'12'55" 61'35'30" W W 50.00' 50.00' R8 L25 N 8843'57" W 45.00' L26 N 8943'57" W 8.00' L12 N N 36'0355;; 36'26 30 W W 45.00' 45.00' R8 L27 N 01'16'03" E 50.46' L13 N N 06'31'25" 06'54'00" W W 165.00' 1 165.00' R8 L28 N 89'30'39" W 8.61' L29 N 89'30'39" W 45.61' IP# 210155 SCH. A SEC. 32, T3S, R5W IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA NI limms'L 0 IJ 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 FEBRUARY, 2022 SHEET 4 OF 10 SHEETS --------------------- SHEET INDEX MAP x INDICATES SHEET NUMBER ; `\ 1 LO M \ I N 01'06' 15" E 12.0' N Z 1650.1' TO— SCALE: O--SCALE: 1" = 200' N 89'43'09' W 19.0 ELY LINE, o SW 1/4 , 200 100 0 200 400 600 j EL SOBRANTE ROAD SEC. 32 I I GRAPHIC SCALE i N 89'43'08" W 990.19' 57 O7 10 SEWER LIFT �------------------------� STATION DETAIL "A" N.T.S. 56 52 54 WATER QUALITY 15 OPEN SPACE BAS 1" 51 14 50 � 13 -----------1 16 2 49 ` 7 \ 12 17 48 / J 1 aQi 11 18 47 10 19 J 38 46 9 20 37 l 0 45 r l - 8 21 O� 44 \ � 0 35 36 o 43 53 7 22 10 I OPEN SPACE 6 23 34 42 �----n 33 41 z I 5 24 32 40 I 1 I I 4 25 31 39 o 2'' O I .j I _ I 1 — 3 26 L DRIVE LOT "D" I _ I I III T_ \ 2 27 QI 55 -1 J I — 28 29 i 30 OPEN SPACE I II P B1 P46 _J I _ 111 0— — w 8 I II 1► I I p TRACT f oo X367 30-3 Z� I v •� o 6 CO I ' I 1 11V U"lJo� VY Z } `./� P URIT Z FL A 1 "_--III i�iL _—__�'11'1 I I1111 1 !►-N \�c�'� yy�o —I ¢" IT --DRIVE ¢ I -R►pGE > o NO ON i M �sI 0 I MOVNTA►N-DRIVE I -T I I I I — HSG i I �--CREEK DRI DRY I -1- F__' TR Acv No. X367 307 I --E �-{ I _ r I ui LOS CARNEROS COURT - — I I I e<li � i �' o>ff- -c —> � o / o — —I o Ird I /� T�•(� ` WVEERER f - _ r--� �~-L� Lu10 "7Z z � Z FVRAC T No. 36730=2 \��0u'7�`� / L L IlVllu o •�� ® ��_ { V `', 2 'HIGH VALLEY DRIVE �y) i I� = _ 7- I 6 SEE DETAIL -����--- ----- \ A ABOVE --�--� ---- — — — EL SOBRANTE ROAD --- --- -- - - - - SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 IP# 210155 SCH. A SEC. 32, T3S, R5W IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEING A SUBDIVISION OF PORTIONS OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF SECTION 31, AND PORTIONS OF THE NORTHWEST QUARTER AND THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 3 SOUTH, RANGE 5 WEST, AS SHOWN ON MAP OF RANCHO EL SOBRANTE DE SAN JACINTO, FILED IN BOOK 1, PAGE 8 OF MAPS, SAN BERNARDINO COUNTY. DARYL J. CHRISTIAN, L.S. 8554 FD. 1/47 REBAR, DN. 1.0'-\ NO REF., ACC. AS NW COR. BK 1916, PG 214-217, O.R., SET BRASS CAP, LS 8554 FD. 3/4" IP, W/NAIL & - TAG, RCE 862, DN. 0.2', PER PMB 86/39-40. FD. 3/4" I.P., W/NAIL & TAG, RCE 862, FLUSH PER P.M.B. 86/39-40. FD. 3/4" I.P., W/NAIL & TAG, RCE 862, FLUSH PER P.M.B. 86/39-40. FD. 3/4" I.P., W/NAIL - & TAG, RCE 862, FLUSH PER P.M.B. 86/39-40. P.M.B. 66/39-40 FD. 3/4" I.P., W/NAIL - & TAG, RCE 862, FLUSH PER P.M.B. 86/39-40. SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 MDS CONSULTING _�� 4 I tTl I I I I M CT No. 36730-3 IJ .So W / 1`f — g(# FEBRUARY, 2022 SHEET 5 OF 10 SHEETS SCALE: 1 " = 100' 100 50 0 100 200 300 GRAPHIC SCALE I DATA COURSE DATA Cl 1635'05" I I l C2 32'21'31" BEARING DISTANCE L1 N 17'57'55" W 47.22' L2 N 61'12'55' W 50.00' L3 N 36'03'55" W 45.00' L4 N 51'5425" W 80.00' L5 N 56"12'25' W 102.00' L6 N 4932'25" W 47.97' L7 N 07'01'53" W 111.53' L8 N 80'40'34" E 82.99' L9 N 09'19'40" W 38.47' L10 N 8752'10" E 79.75' L11 N 8951'27 W 62.75' L12 N 85'20'11" W 62.48' L13 N 89'23'56" W 160.66' L14 N 69'23'42" E 140.51' FD. 3/4" I.P., W/NAIL, NO TAG, DN 0.2', NO REF., ACC. AS ANGLE PT. PER R9, SET TAG LS 8554. CURVE DATA COURSE DATA Cl 1635'05" # C2 32'21'31" BEARING DISTANCE L1 N 17'57'55" W 47.22' L2 N 61'12'55' W 50.00' L3 N 36'03'55" W 45.00' L4 N 51'5425" W 80.00' L5 N 56"12'25' W 102.00' L6 N 4932'25" W 47.97' L7 N 07'01'53" W 111.53' L8 N 80'40'34" E 82.99' L9 N 09'19'40" W 38.47' L10 N 8752'10" E 79.75' L11 N 8951'27 W 62.75' L12 N 85'20'11" W 62.48' L13 N 89'23'56" W 160.66' L14 N 69'23'42" E 140.51' L15 N 65'36'42" W 23.17' L16 N 73'51'14" E 28.01' L17 N 88'03'28" E RAD 134.29' CURVE DATA # DELTA RADIUS LENGTH Cl 1635'05" 450.00' 130.26' C2 32'21'31" 300.00' 1 169.43' / / / f I I I I I I I I I i I i IP# 210155 SCH. A SEC. 32, T3S, R5W IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 36730 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 FEBRUARY, 2022 40 20 0 SCALE: 1" = 40' 40 GRAPHIC SCALE FD. 3/4" I.P., W/NAIL — & TAG, RCE 862, FLUSH PER P.M.B. 86/39-40. FD. 3/4! I.P., W/NAIL & TAG, RCE 862, FLUSH PER P.M.B. 86/39-40. P.M.B. 66/39-40 FD. 3/4" I.P., W/NAIL — & TAG, RCE 862, FLUSH PER P.M.B. 86/39-40. FD. 3/4" I.P., W/NAIL & TAG, RCE 862, FLUSH PER P.M.B. 66/39-40. 137.23' 0 Cl v °O 11 o r Q' 69 in � � o 41 71 TRACT No. 36730-3 40 O A O cp TRACT No.\36130-3 \ 351,1�w E� \ lH 6,36¢ 1 M.B.W gf5 q /� (0 39 SURVEYOR'S NOTES I SEE SHEET 3 �6 47 48 49 EASEMENT NOTES SEE SHEET 2 SEE SHEET 7 10 SHEET 6 OF 10 SHEETS CURVE DATA DELTA RADIUS LENGTH Cl 33'03'09 600.00' 346.13' C2 33'03'09" 572.00' 329.97' 0i W 2 W W H W 160.66'] ---- IP# 210155 SCH. A SEC. 32, T3S, R5W COURSE DATA BEARING DISTANCE L1 N 55'41'57" E 28.00' L2 N 6910'2 1" W 28.00' L3 1 83'34'19" E 28.00' L4 I N 72'27'40" W 28.00' 0i W 2 W W H W 160.66'] ---- IP# 210155 SCH. A SEC. 32, T3S, R5W I kA c- ,s y SCALE: 1 " = 40' 40 20 0 40 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 FEBRUARY, 2022 80 120 \\ FD. 1/4" REBAR DN. 1.0' \ NO REF. ACC. AS NW COR. \\ BK. 1916, PG 214-217, O.R. \ SET BRASS CAP LS 8554. \ \\ -01' S2ry � °' \ SEE ) DETAIL "A"CA Lo y� 1 \ 1 -"o 1 I � 1 r 1 y CURVE COURSE DATA # # RADIUS BEARING C1 DISTANCE L1 N 39'24'31" W 36.94' L2 N 39'24'31" W 28.00' L3 N 50'35'29" E 28.00' L4 N 72'27'40" W 28.00' \\ FD. 1/4" REBAR DN. 1.0' \ NO REF. ACC. AS NW COR. \\ BK. 1916, PG 214-217, O.R. \ SET BRASS CAP LS 8554. \ \\ -01' S2ry � °' \ SEE ) DETAIL "A"CA Lo y� 1 \ 1 -"o 1 I � 1 r 1 y WATER QUALITY BASIN 11 L." 56 0.93 AC. 1 1 � I I y I j(Ss 1 20,I \ �\ I 1 I 1 `o .1 FD. 3/4" I.P — — — — — — — — — — — — — — — �� I -� W/NAIL & TAG, RCE 862, DN. I 0.2' PER PMB N 88'30'25" W I 86/39-40 F4 I CURVE DATA j # DELTA RADIUS LENGTH C1 10'17'47" 100.00' 17.97' C2 24!15'31" 66.00' 27.94' C5 86'20'04" 66.00' 99.45' C6 10'26'20" 120.00' 21.86' C7 27'33'50" 62.00' 29.83' C8 48'04'12" 1 63.00' 52.86' WATER QUALITY BASIN 11 L." 56 0.93 AC. 1 1 � I I y I j(Ss 1 20,I \ �\ I 1 I 1 `o .1 FD. 3/4" I.P — — — — — — — — — — — — — — — �� I -� W/NAIL & TAG, RCE 862, DN. I 0.2' PER PMB N 88'30'25" W I 86/39-40 F4 I 833.36' -- N 8930'15" E I rn l I j 21.37' _ J 10 11011 I I 1 C6 J l O o -� o b O C) 1.0' E/On / /O. / Lo I u' I TR. BDRY. 1 / o N Icli m 4 0 N 04 C) 0 „� W W uj N j FD. 3/4" I.P. I �� W/NAIL & TAG, �- �� I RCE 862, DN. J 1 0.2' PER PMB I r 86/39-40 �o I Z o SII ;n 0 I �I' 1 N 88'52'04" W d 5608.41' _ 1 _� C P.O.B. ®1.0' SEC. 31 w EAST OF TR. BDRY.I I <, Ir 1 28, Ii FD. 2" IP, W/BRASS DISK STAMPED LS 4218, 1 Imo, , AS SHOWN, UP 0.5', ACC. Z AS E1/4 COR. SEC. 31 PER RS 63/91-95. ---- ----------------- DETAIL "A" N.T.S. SURVEYOR'S NOTES SEE SHEET 3 11 T.3S. 1/4 S31 } S32 R.5W. LS 4218, \ C8 a\56'04'3_ ' W \\RAD J \ w / \ &1 Lo I Flo zl 6 0 N w M N co %I O 0 d- il a 00 N CV rO II J 0 0 C6 N cr 0 O 53 1.30 AC OPEN SPACE 6�1 d5� �-y`� 42 „w 16� 16, N 1$ 07 55 N 36'37'46" E 9.55' RAD. 00' L=127, 39, N 9• � 2 �¢p°9 � , E s� J h Q , o O N iz C6 J l O o -� o b O C) N rLo m O m 4 0 C)f C) 0 „� W W h N 0 J I r ;n 0 I �I' I d I 56 28, Ii 2a, SEE S,,w 6 57 SEWER LIFT STATION SHEET 7 OF 10 SHEETS OPEN SPACE 54 3.57 AC \ Fri (��� 3�s , 52 3 0 00 N .00" 4 X31 " V l p9 q p S00 4S, N �w . /V 348 04' 2sp\8' 13 r4u y 50•07'34" w 151.64 11 RAD N 59'00'44" W 152.21' 10 W 151.37' RAD N 68 05'57" '251, 12, p4, 15 ti cv 0 o c N � W W ro 00 N � <t z d- r N w Lo CD � 0 N NEI 17 LL�J F- W W N W W vi EASEMENT NOTES SEE SHEET 2 IP# 210155 SCH. A SEC. 32, T3S, R5W o W � W „� W W h N \ Fri (��� 3�s , 52 3 0 00 N .00" 4 X31 " V l p9 q p S00 4S, N �w . /V 348 04' 2sp\8' 13 r4u y 50•07'34" w 151.64 11 RAD N 59'00'44" W 152.21' 10 W 151.37' RAD N 68 05'57" '251, 12, p4, 15 ti cv 0 o c N � W W ro 00 N � <t z d- r N w Lo CD � 0 N NEI 17 LL�J F- W W N W W vi EASEMENT NOTES SEE SHEET 2 IP# 210155 SCH. A SEC. 32, T3S, R5W T t5 V, O 2 y W W N W W N 5 LJ • 7 10 W N N f so 0 N rn N rn w cl n rn in z ri to 6 zoi 60 s �cp N 8.57'21" E 7.38' 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 SEE SHEET 9 20 X44• S2, � 28, 2 S 81 21 'V �oN � O � �, �, co. 40 20 0 SHEET 8 OF 10 SHEETS SCALE: 1 " = 40' 40 GRAPHIC SCALE 80 120 CURVE COURSE DATA # # RADIUS BEARING C2 DISTANCE L1 N 09'19'40" W 38.47' L2 N 77'59'20" W 30.12' L3 N 6932'32" E 19.87' L4 I N 36'39'34" W 19.81' L5 N 26'09'27" W 34.17' L6 N 7T59'20" W 29.91' L7 N 20'44'05" E 36.83' L8 N 2944'05" E 28.00' L9 N 77*05'45" W 28.00' L10 N 12'00'40" E 28.00' L11 N 77'59'20" W 0.21' 40 20 0 SHEET 8 OF 10 SHEETS SCALE: 1 " = 40' 40 GRAPHIC SCALE 80 120 2 205a,�9„ W N 6 RAD N 81'pp•02 24 N ��•„ 25 16'17" E C W c6 4 N � ^1' ^ �c RAD N 86'58'40" C5po 00 W W 151.84' / O 6 Lu'� W L4, LL _Q _oC) 0 c''UWclo 33 41 fN �N O Z V 11 pV, `o Q Q ti W 143. 2' v _� Lo (r �' -, 5 (to v NRAD vJ N 81'59'40" W 145.75' o�'w ' RAD N 80'2433" W 1 N N 010 N � 41.27' / 11 of v o (, �v -1' �, N 82'26'50" W v W N -?;-05 7'p ' �M 2 ' 11 o o^ M 1-10 RAD - pR� - - - - � - -0 RAD 5; 5V 8 32 od � 40 0 (/� 28.00' PCC ' - - L9 o r w u a 6' W141-27, �� � o/ o N 6ti 14j •27' ,.h' N RAD o "o ; M 11 47' 2 N 7*06'03" E 6.44' COs s c .00 s 1 N 2p 5 3q 47 SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 40 N <N � _ N a 76. � 56 33ry W 145 28. RAD N 76.48,30- W 6 uj N N ^ 140 32' `Q" o' 11 0 28P C\i o p " "42Octs39o rn �� � � I N o 'v- :z^ � Jrl f N 6 LIQ & V v / a N 9•�'S h W ��� N N -' 69- Is, � d, Z� A=2'55'38" RADS; p3'W v O 4�?3.3' 29'35 5'" L =97. 78' 1 L=13.90' !� 70•SS,3S'�'C 1 Nu ` J �/ z v' o 24,5 R 272. 00' RqD W ^ 28' o o. 3S /!� L=111. 68' A=14' 48' 04" 90 �./qs Io R=328.00' L=84.73' L6 a 23� 329)' R PEAK DRIVE 100 o z � I 6' q0 p A F l� 00' L =123. 18' A=14' 48' 04" N 77' , 2 p„RAD Q �. NATE 5--� �_ _ / N 80'04gg�" R C3 7' � u FeET bI R�300. 00' L_ 7. 5&; 5g 4 W 7031,1 , 4\ 604 W d 20' 25, 4811 0.41 AC. 001 A=14' 48' 04» L 11 40.4Q, N Oto 535„ 4--11. 52' p9n R�328. 00' L=116.96' I R=272. 00' L=7p N 19 0, �., '' 55 L\20•p8,35" \ 346,53„ L �7. 95' A=8' 33' 39" 1 �' 21' 55 Ate. 26' 27„ L2 '� Q M 0.31 AC. 23.2p, l> 860' L=49. 01' 1L=30.22' L=40 059 _' Q i; OPEN _r SPACE N 85-19'4800 W o0 0 o NII RAD ►o Z 14 28' ::1-1 Clco Ln o 27 ,� M 29 30 � b N it � 516' NLA 0 28, 4'347 9'] E] 156 [26.9 00'�„ 72.57' 88.09' 20.54' 41.95' [N 89'23'56" W 160.66'] 42.78' 19.97' [62.48 [62.75' [N 8T52' 10" E] 280 28 1 [N 85'20'11 W] [N 88'51'2 W) [79.75'1 1 I I 0Qu TRA& No. 36730-3 I 10 Z� I M.D. 1 I toIv�.r� I 400 o 49 50 I 51 52 53 IP# 210155 SCH. A SEC. 32, T3S, R5W CURVE DATA � Q) # DELTA RADIUS LENGTH C2 13'20'30" 100.00' 23.29' C3 07'42'28" 100.00' 13.45' C5 00'06'32" 328.00' 0.62' C9 02'02' 17"1 328.00' 11.67' C10 42'40'24" 1 328.00' 1 244.29' 2 205a,�9„ W N 6 RAD N 81'pp•02 24 N ��•„ 25 16'17" E C W c6 4 N � ^1' ^ �c RAD N 86'58'40" C5po 00 W W 151.84' / O 6 Lu'� W L4, LL _Q _oC) 0 c''UWclo 33 41 fN �N O Z V 11 pV, `o Q Q ti W 143. 2' v _� Lo (r �' -, 5 (to v NRAD vJ N 81'59'40" W 145.75' o�'w ' RAD N 80'2433" W 1 N N 010 N � 41.27' / 11 of v o (, �v -1' �, N 82'26'50" W v W N -?;-05 7'p ' �M 2 ' 11 o o^ M 1-10 RAD - pR� - - - - � - -0 RAD 5; 5V 8 32 od � 40 0 (/� 28.00' PCC ' - - L9 o r w u a 6' W141-27, �� � o/ o N 6ti 14j •27' ,.h' N RAD o "o ; M 11 47' 2 N 7*06'03" E 6.44' COs s c .00 s 1 N 2p 5 3q 47 SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 40 N <N � _ N a 76. � 56 33ry W 145 28. RAD N 76.48,30- W 6 uj N N ^ 140 32' `Q" o' 11 0 28P C\i o p " "42Octs39o rn �� � � I N o 'v- :z^ � Jrl f N 6 LIQ & V v / a N 9•�'S h W ��� N N -' 69- Is, � d, Z� A=2'55'38" RADS; p3'W v O 4�?3.3' 29'35 5'" L =97. 78' 1 L=13.90' !� 70•SS,3S'�'C 1 Nu ` J �/ z v' o 24,5 R 272. 00' RqD W ^ 28' o o. 3S /!� L=111. 68' A=14' 48' 04" 90 �./qs Io R=328.00' L=84.73' L6 a 23� 329)' R PEAK DRIVE 100 o z � I 6' q0 p A F l� 00' L =123. 18' A=14' 48' 04" N 77' , 2 p„RAD Q �. NATE 5--� �_ _ / N 80'04gg�" R C3 7' � u FeET bI R�300. 00' L_ 7. 5&; 5g 4 W 7031,1 , 4\ 604 W d 20' 25, 4811 0.41 AC. 001 A=14' 48' 04» L 11 40.4Q, N Oto 535„ 4--11. 52' p9n R�328. 00' L=116.96' I R=272. 00' L=7p N 19 0, �., '' 55 L\20•p8,35" \ 346,53„ L �7. 95' A=8' 33' 39" 1 �' 21' 55 Ate. 26' 27„ L2 '� Q M 0.31 AC. 23.2p, l> 860' L=49. 01' 1L=30.22' L=40 059 _' Q i; OPEN _r SPACE N 85-19'4800 W o0 0 o NII RAD ►o Z 14 28' ::1-1 Clco Ln o 27 ,� M 29 30 � b N it � 516' NLA 0 28, 4'347 9'] E] 156 [26.9 00'�„ 72.57' 88.09' 20.54' 41.95' [N 89'23'56" W 160.66'] 42.78' 19.97' [62.48 [62.75' [N 8T52' 10" E] 280 28 1 [N 85'20'11 W] [N 88'51'2 W) [79.75'1 1 I I 0Qu TRA& No. 36730-3 I 10 Z� I M.D. 1 I toIv�.r� I 400 o 49 50 I 51 52 53 IP# 210155 SCH. A SEC. 32, T3S, R5W � Q) � M � N O �' 35 RAD N 79.57• ,. 18 W cp O 143 67' SEE SHEET 9 O O RAD N 7827' p� 22 %'60 b 2" W 16 (.06.19' r o o , •i1 42 !; 28.00' 28.00' N 89'33' 11" W 34 RAD - PRC N 3'58'38" W RAD N 88' 10'30" W 145.35' CD'mo cm4.42' 2 205a,�9„ W N 6 RAD N 81'pp•02 24 N ��•„ 25 16'17" E C W c6 4 N � ^1' ^ �c RAD N 86'58'40" C5po 00 W W 151.84' / O 6 Lu'� W L4, LL _Q _oC) 0 c''UWclo 33 41 fN �N O Z V 11 pV, `o Q Q ti W 143. 2' v _� Lo (r �' -, 5 (to v NRAD vJ N 81'59'40" W 145.75' o�'w ' RAD N 80'2433" W 1 N N 010 N � 41.27' / 11 of v o (, �v -1' �, N 82'26'50" W v W N -?;-05 7'p ' �M 2 ' 11 o o^ M 1-10 RAD - pR� - - - - � - -0 RAD 5; 5V 8 32 od � 40 0 (/� 28.00' PCC ' - - L9 o r w u a 6' W141-27, �� � o/ o N 6ti 14j •27' ,.h' N RAD o "o ; M 11 47' 2 N 7*06'03" E 6.44' COs s c .00 s 1 N 2p 5 3q 47 SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 40 N <N � _ N a 76. � 56 33ry W 145 28. RAD N 76.48,30- W 6 uj N N ^ 140 32' `Q" o' 11 0 28P C\i o p " "42Octs39o rn �� � � I N o 'v- :z^ � Jrl f N 6 LIQ & V v / a N 9•�'S h W ��� N N -' 69- Is, � d, Z� A=2'55'38" RADS; p3'W v O 4�?3.3' 29'35 5'" L =97. 78' 1 L=13.90' !� 70•SS,3S'�'C 1 Nu ` J �/ z v' o 24,5 R 272. 00' RqD W ^ 28' o o. 3S /!� L=111. 68' A=14' 48' 04" 90 �./qs Io R=328.00' L=84.73' L6 a 23� 329)' R PEAK DRIVE 100 o z � I 6' q0 p A F l� 00' L =123. 18' A=14' 48' 04" N 77' , 2 p„RAD Q �. NATE 5--� �_ _ / N 80'04gg�" R C3 7' � u FeET bI R�300. 00' L_ 7. 5&; 5g 4 W 7031,1 , 4\ 604 W d 20' 25, 4811 0.41 AC. 001 A=14' 48' 04» L 11 40.4Q, N Oto 535„ 4--11. 52' p9n R�328. 00' L=116.96' I R=272. 00' L=7p N 19 0, �., '' 55 L\20•p8,35" \ 346,53„ L �7. 95' A=8' 33' 39" 1 �' 21' 55 Ate. 26' 27„ L2 '� Q M 0.31 AC. 23.2p, l> 860' L=49. 01' 1L=30.22' L=40 059 _' Q i; OPEN _r SPACE N 85-19'4800 W o0 0 o NII RAD ►o Z 14 28' ::1-1 Clco Ln o 27 ,� M 29 30 � b N it � 516' NLA 0 28, 4'347 9'] E] 156 [26.9 00'�„ 72.57' 88.09' 20.54' 41.95' [N 89'23'56" W 160.66'] 42.78' 19.97' [62.48 [62.75' [N 8T52' 10" E] 280 28 1 [N 85'20'11 W] [N 88'51'2 W) [79.75'1 1 I I 0Qu TRA& No. 36730-3 I 10 Z� I M.D. 1 I toIv�.r� I 400 o 49 50 I 51 52 53 IP# 210155 SCH. A SEC. 32, T3S, R5W IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 36730 - 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. 1 DARYL J. CHRISTIAN, L.S. 8554 MDS CONSULTING FEBRUARY, 2022 N � y SCALE: 1" = 40' 40 20 0 40 80 120 D i W W _ cn W W N GRAPHIC SCALE 11 10 12 X56, E g4.82' 38 38 SEE SHEET 7 13 N 48753'43" E 83.03' 14 SHEET 9 OF 10 SHEETS 15 28' �2 516' 70.00' 75.00' N 71.00' 76.00' N N 50'35'29" E 147.00' :�: N I M + N o 96 60 F4 06 o o z 1 co p � o d- ) 18 17 16 ^ Lp 19 _ I W M � N N N �.. 20 N I W 6d, o Q S 5 6' Q �S� N 2,� �9ry I rx F _ L2 _ Il 21 L=32.76' L=65 79' p=5' 43' 20" 35.74' 71.00' 61.00' o 00 r, 13 N/11. 2g' 31 "Ell J I N 50'35'29" E 167.74' o I �, LOT E ' CN o I N ao 0 N 5935'29" E 210.74' Zo -- W J COL RANCH DRIVE `� ' 0 43.00' M 80 (PRIVATE STREET) N 00 o yd X300 N 5935'29" E 167.74' `V C)1CN 113 L=62.46' 34.24' ' 238.05' p 09' 25 73.50 60.00' N i_ z Dh0 . 2 00, L�91, r � -L2r_ z J o F- 6, I C `\2 / � O c \<0s6' �� �, 36 -' z \41\o� �� W 37 38 O00 '^ / _n I / �� 4),9 tS� i 33 SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 35 v 34 \&V' '9- 34.63' 'Y rk1 �1, 9310 ��°6 01' 43 � 68S ��yF 251' N 2� 00• N 24.45,21 ry 6.06' W m 41 Q. N �sull 01 Z cpl �0 42 2 � CURVE DATA � # DELTA RADIUS LENGTH C1 1917'48" 100.00' 17.97' C4 16'55'23" 100.00' 29.54' C5 16'30'12"1 778.00' 1 224.09' SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 35 v 34 \&V' '9- 34.63' 'Y rk1 �1, 9310 ��°6 01' 43 � 68S ��yF 251' N 2� 00• N 24.45,21 ry 6.06' W m 41 Q. N �sull 01 Z cpl �0 42 2 � N N � # M BEARING Z Z N N 46'40'21" E 183.48' 73.67' 90.94' 43 75.18' 92.54' h Lo N LCA N N cn M .d d - I N 00 52 51 911 a•] 47 I N 516, N L2 ---� 46 U Z N W -P 6? N 50'13'34" E , _L2_ �CoY 17.14' kK ?, L=34. 27' " h`L h�� I L=5' 59' 10 v � N M 10, p'11 Zg, oo _' N 50'13'34" E �1 �6 00+ x,244 ,C p►�N DRNE N 7.14 52.66' _ i69.81 � �` _ v 001 23 4�ii ii 31.81' 38.00' oo /^ r LOT C M r �,� p%` `Q►�„ FZ� ,�ci 0.73 AC. -� ��� �p0 -1 C4 N 59'05'37" E 0=108 41, ��0; X64.34 �N_47' 40.99' 4=42 05' 1� RAD 49 46 W L X8.48 Pcc 54 167.96' N 39'41'36'W 12.85' °o• D��� �� !! j).5' PG' GN*I" ((N 5(T56'00" E 508.91')) VD& FD. 3/4" I.P., W/NAIL, NO TAG, DN. 0.2' NO REF., ACC. AS ANGLE PT. PER R9, SET TAG LS 8554. tl� 19 45 W 2 N W W :-E i� IP# 210155 SCH. A SEC. 32, T3S, R5W COURSE DATA # BEARING DISTANCE L1 N 39'24'31" W 56.00' L2 N 50'35'29" E 28.00' L3 N 39'46'26" W 37.21' L4 N 39'46'26" W 28.00' L5 N 39'24'31" W 28.00' IP# 210155 SCH. A SEC. 32, T3S, R5W IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 36730 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. SEE SHEET 7 DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING FEBRUARY, 2022 SHEET 10 OF 10 SHEETS W W S (n W W cn F- W W 2 N W W N DIN MOUI DF PRIV m SURVEYOR'S NOTES SEE SHEET 3 I I EASEMENT NOTES SEE SHEET 2 120 IP# 210155 SCH. A SEC. 32, T3S, R5W