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mb502_081-096IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA If It MON& Im% " T N AOF6'63 4m65 0 B Tm ' BEING A SUBDIVISION OF A PORTION OF LOTS 3 AND 4 OF THE SUBDIVISION OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 2 ci WEST, SAN BERNARDINO BASE AND MERIDIAN, AS SHOWN BY RECORD OF SURVEY ON FILE IN BOOK 1, PAGE 11 OF RECORDS OF SURVEYS, AND A PORTION OF SECTION 20, TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE AND MERIDIAN, ALL AS FILED IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNY, CALIFORNIA. C-4 DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING NOVEMBER, 2023 0 cJ 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 "O", INCLUSIVE. TFE DEDICATION IS FOR STREET AND PUBLIC UTILITY PURPOSES. AS A CONDITION 0►7 DEDICATION OF LOT "M" (LEON ROAD) AND LOTS "N" AND "0" (GRAND AVENUE), THE OWNERS OF LOTS 1 THROUGH 20, INCLUSIVE, 227, 228, 229, 240, 241 AND 242 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 225, 226, 228 AND 230 THROUGH 234, INCLUSIVE, AND LOT 237. THE DEDICATION IS FOR DRAINAGE, WATER QUALITY AND MAINTENANCE PURPOSES. THE DEDICATION IS IN FAVOR OF THE COUNTY OF RIVERSIDE. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: WATER QUALITY EASEMENT LYING OVER ALL THE REGIONAL WATER QUALITY BASIN LOT 242, AS SHOWN HEREON. THE DEDICATION IS FOR WATER QUALITY AND INSPECTION PURPOSES. THE DEDICATION IS IN FAVOR OF THE COUNTY OF RIVERSIDE. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES TO THE VALLEY -WIDE RECREATION AND PARK DISTRICT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA: OVER ALL OF LOTS 225, 226, 228, 230 THROUGH 234, AND 237, AS SHOWN HEREON. THE DEDICATION IS FOR OPEN SPACE, WATER QUALITY, AND LANDSCAPE MAINTENANCE PURPOSES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES TO THE VALLEY -WIDE RECREATION AND PARK DISTRICT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA: OVER ALL OF LOTS 227, 229, 235 AND 236, AND LYING WITHIN LOTS 25, 43, 44, 62 AND 171, AS SHOWN HEREON. THE DEDICATION IS FOR OPEN SPACE AND LANDSCAPE MAINTENANCE PURPOSES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED IN FEE FOR PUBLIC PURPOSES: TO THE VALLEY WIDE RECREATION AND PARK DISTRICT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA: LOT 240 AS SHOWN HEREON. THE DEDICATION IS FOR PARK AND LANDSCAPE PURPOSES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES TO THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT: STORM DRAIN EASEMENT LYING WITHIN LOT 225, AS SHOWN HEREON. THE DEDICATION IS FOR MAINTENANCE OF FLOOD CONTROL FACILITIES. WE HEREBY RETAIN LOTS 225, 228 AND 230 THROUGH 234, INCLUSIVE, AND LOT 237 IN FEE INDICATED AS "OPEN SPACE & 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 226 IN FEE INDICATED AS "OPEN SPACE & DETENTION 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 LOTS 227, 229, 235, 236, 238, 239 AND 241 IN FEE INDICATED AS "OPEN SPACE/LANDSCAPE', 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 242 IN FEE INDICATED AS "REGIONAL BASIN" AS SHOWN HEREON FOR PUBLIC DRAINAGE, WATER QUALITY AND INSPECTION PURPOSES, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS AND ASSIGNEES. WE HEREBY RETAIN THE 6.00 FOOT WIDE EASEMENT LYING WITHIN LOTS 83 THROUGH 104, INCLUSIVE, FOR THE INgLl1SIVE, FOR THE BENEFIT OF OURSELVES, OUR SUCCESSORS AND ASSIGNEES, AS SHOWN HEREON. THE EASEMENT IS FOR DRAINAGE AND INCIDENTAL PURPOSES. WE HEREBY RETAIN THE 5.00 FOOT WIDE EASEMENT LYING WITHIN LOTS 189 THROUGH 2O4, INCLUSIVE, FOR THE BENEFIT OF OURSELVES, OUR SUCCESSORS AND ASSIGNEES, AS SHOWN HEREON. THE EASEMENT IS FOR DRAINAGE AND INCIDENTAL PURPOSES. LOTS 12 THROUGH 20, INCLUSIVE SHALL BE CONSIDERED "NON -BUILDABLE" LOTS UNTIL SUCH TIME AS INSTRUMENT NO. 68-28296, O.R., HAS BEEN QUITCLAIMED. MERITAGE HOMES OF CALIFORNIA, INC., A CALIFORNIA CORPORATION NAME: NICK EMSIEK TITLE: DIVISION PRESIDENT -SOUTHERN CALIFORNIA 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 CC�� •�t�t Y1 �� ) SS COUNTY OF roe hqe ) A n 0t ON J vnE d 1 20 2A BEFORE ME, SOJ 42ay-, A NOTARY PUBLIC, PERSONALLY APPEARED N +C K E M s i L° K -,WHO PROVED TO ME ON THE BASIS OF SATiSFACTORY EVIDENCE, TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HER/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) 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. 15'[��I��y;•�17;13�i�� _,_---- MY PRINCIPAL PLACE OF BUSINESS IS IN Orctn!�je COUNTY SIGNATURE S�►lazu MY COMMISSION NO. '23(PSo3�i PRINT NAME MY COMMISSION EXPIRES 16 ZDZ5 NOTICE OF DRAINAGE FEES NOTICE IS HEREBY GIVEN THAT THIS PROPERTY IS LOCATED IN THE SALT CREEK CHANNEL- WINCHESTER/NORTH HEMET AREA DRAINAGE PLAN WHICH WAS ADOPTED BY THE BOARD OF SUPERVISORS OF THE COUNTY OF RIVERSIDE PURSUANT TO SECTION 10.25 OF ORDINANCE NO. 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. PURSUANT TO SECTIONS 66434 AND 66499.20.2 OF THE SUBDIVISION MAP ACT, THE APPROVAL AND RECORDATION OF THIS MAP CONSTITUTES ABANDONMENT OF THE FOLLOWING: THAT PORTION OF AN EASEMENT IN FAVOR OF RIVERSIDE COUNTY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES PER RESOLUTION NO. 87-28, RECORDED JANUARY 30, 1987 AS INSTRUMENT NO. 26106, OF OFFICIAL RECORDS, LYING WITHIN THE TRACT BOUNDARY. AN EASEMENT IN FAVOR OF RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT FOR FLOOD CONTROL CONSTRUCTION INCLUDING INGRESS AND EGRESS RECORDED JANUARY 17, 2007, AS INSTRUMENT NO. 2007-0028032, OF OFFICIAL RECORDS. AN EASEMENT IN FAVOR OF RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT FOR FLOOD CONTROL CONSTRUCTION INCLUDING INGRESS AND EGRESS PER CERTIFICATE OF ACCEPTANCE, RECORDED JANUARY 16, 2025 AS DOCUMENT NO. 2025-0015638, OF OFFICIAL RECORDS. SURVEYOR'S STATEMENT: SHEET 1 OF 16 SHEETS RECORDER'S STATEMENT FILED THIS -it DAY OF �ec20 25 AT io:olAM. IN BOOK -=.OF MAPS, AT PAGES 81-9� AT THE REQUEST OF THE CLERK OF THE BOARD. NO. 2025- 02-li-II6 FEE * 39 PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY:DEPUTY SUBDIVISION GUARANTEE: f;ffif AMERTITLE COMPANY CRkCAGD 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 LANSING STONE STAR, LLC, IN OCTOBER 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. �. \�NNL LANVS DATE: �� 2.g."� �F`'�y� S. cyR�sG�'F a Q 7 * LS 8554 DARYL J. HRIST N L.S. 8554 EXP. 12/31/26 9T�CF CAS-�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. 36365 AS FILED, AMENDED, AND APPROVED BY THE BOARD OF SUPERVISORS ON JULY 20, 2021, THE EXPIRATION DATE BEING JULY 20, 2027, AND THAT I AM SATISFIED THIS MAP IS TECHNICALLY CORRECT. DATE: oZ Uvi S DAVID L. McMILLAN COUNTY SURVEYOR L.S. 8488 EXPIRES 12/31/2026 `ONp.L LA 1%0 McM,<!G!c a � o L M *W No. 8488 11* OF CA1 THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BY ITS BOARD OF SUPERVISORS, HEREBY APPROVES THE TRACT MAP AND ACCEPTS THE OFFER OF DEDICATION MADE HEREON FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES AND AS PART OF THE COUNTY MAINTAINED ROAD SYSTEM SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH COUNTY STANDARDS. THE OFFERS OF DEDICATION MADE HEREON OF THE DRAINAGE EASEMENTS ARE HEREBY ACCEPTED FOR CONSTRUCTION AND MAINTENANCE OF DRAINAGE FACILITIES, AS PART OF COUNTY COMMUNITY FACILITIES DISTRICT NO. 25-3M, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH COUNTY STANDARDS. THE DEDICATION MADE HEREON OF THE REGIONAL WATER QUALITY BASIN EASEMENT, AS SHOWN HEREON, IS HEREBY ACCEPTED. DATE: Q 1 12-0 1 12-02-5 COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 01 BY: 1' . 0 CHAIRMAN OF THE BOAffD OF SUPERVISORS V. MPNULEL- VERSE ATTEST: KIMBERLY RECTOR CLERK OF THE RD OF SUPERVISORS BY: DEPUTY VALLEY WIDE RECREATION AND PARK DISTRICT'S STATEMENT THE VALLEY WIDE RECREATION AND PARK DISTRICT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, HEREBY APPROVES THE TRACT MAP BUT DOES NOT ACCEPT THE IRREVOCABLE OFFERS OF DEDICATION MADE HEREON. DATE: 20 L.5 DEAN WETTER, GENERAL MANAGER RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S ACCEPTANCE STATEMENT: I CERTIFY THAT UNDER THE AUTHORITY CONFERRED BY RESOLUTION NO. 474, ADOPTED ON MAY 12, 1961, BY THE BOARD OF SUPERVISORS OF THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT, THAT THE DISTRICT ACCEPTS THE OFFER(S) OF DEDICATION MADE HEREON FOR STORM DRAIN EASEMENTS, SUBJECT TO THE COMPLETION OF IMPROVEMENTS AND ACCEPTANCE BY THE DISTRICT'S GENERAL MANAGER -CHIEF ENGINEER. DATE: J vA (to ( 7 Z D ZS A E. UHLEY, GENERAL MANAGER -CHIEF ENGINEER PURSUANT TO SECTION 66436 OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING OWNERS OF EASEMENTS AND/OR OTHER INTERESTS HAVE BEEN OMITTED: A.R. GRAHAM, HOLDER OF AN EASEMENT FOR WATER PIPES AND INCIDENTAL PURPOSES, RECORDED MAY 2, 1918 IN BOOK 481, PAGE 51, OF DEEDS. THE LOCATION OF SAID EASEMENT CAN NOT BE LOCATED FROM RECORD. r 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 $ 4,5 0 n0 DATE: J-0 L Y Z 5. ZI�ZS MATTHEW JENNIN COUNTY X L CTOR BY: �7 , DEPUTY TAX BOND CERTIFICATE HEREBY CERTIFY THAT A BOND IN THE SUM OF $ l600, Sd0 *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: CASH 0 SURETY B MATTHEW ING COUNTY X COL BY: DEPUTY IP# 220046 SCH. A SEC. 20&29, T5S, R2W IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 2 OF 16 SHEETS TRACT �9 NO. 36365 BEING A SUBDIVISION OF A PORTION OF LOTS 3 AND 4 OF THE SUBDIVISION OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 2 d WEST, SAN BERNARDINO BASE AND MERIDIAN, AS SHOWN BY RECORD OF SURVEY ON FILE IN BOOK 1, PAGE 11 OF RECORDS r OF SURVEYS, AND A PORTION OF SECTION 20, TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE AND MERIDIAN, C-4 ALL AS FILED IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNY, CALIFORNIA. 0 0 L Q DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING NOVEMBER, 2023 BASIS OF BEARINGS and EASEMENT NOTES N EASEMENT NOTES 0- INTENTIONALLY DELETED. (SEE ABANDONMENT NOTE ON SHEET 1) 2 - AN EASEMENT IN FAVOR OF A.R. GRAHAM FOR WATER PIPES AND INCIDENTAL PURPOSES RECORDED MAY 2, 1918 IN BOOK 481, PAGE 51, OF DEEDS. THE LOCATION OF SAID EASEMENT CAN NOT BE LOCATED FROM RECORD. �3 - AN EASEMENT IN FAVOR OF CALIFORNIA ELECTRIC POWER COMPANY FOR POLE LINES AND INCIDENTAL PURPOSES RECORDED APRIL 25, 1949 IN BOOK 1071, PAGE 106 OF OFFICIAL RECORDS. ® - AN EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES RECORDED MARCH 28, 1968 AS INSTRUMENT NO. 1968-28296, OF OFFICIAL RECORDS. O - AN EASEMENT IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT FOR COLLECTION AND TRANSMISSION OF SEWAGE AND INCIDENTAL PURPOSES RECORDED JUNE 30, 2006 AS INSTRUMENT NO. 2006-476955, OF O.R. © - AN EASEMENT IN FAVOR OF RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT FOR FLOOD CONTROL CONSTRUCTION INCLUDING INGRESS AND EGRESS RECORDED JANUARY 12, 2007, AS INSTRUMENT NO. 2007-0028081, OF OFFICIAL RECORDS. O7 - INTENTIONALLY DELETED. (SEE ABANDONMENT NOTE ON SHEET 1) ®- AN EASEMENT IN FAVOR OF RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT FOR FLOOD CONTROL CONSTRUCTION INCLUDING INGRESS AND EGRESS RECORDED JANUARY 12, 2007, AS INSTRUMENT NO. 2007-28084, OF OFFICIAL RECORDS. O9 - AN EASEMENT IN FAVOR OF RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT FOR FLOOD CONTROL CONSTRUCTION INCLUDING INGRESS AND EGRESS RECORDED JANUARY 12, 2007, AS INSTRUMENT NO. 2007-28086, OF OFFICIAL RECORDS. 10 - AN EASEMENT IN FAVOR OF RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT FOR FLOOD CONTROL CONSTRUCTION INCLUDING INGRESS AND EGRESS RECORDED JANUARY 12, 2007, AS INSTRUMENT NO. 2007-28087, OF OFFICIAL RECORDS. 11 - AN EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES RECORDED MARCH 3, 2020, AS INSTRUMENT NO. 2020-97315, OF OFFICIAL RECORDS. 12 - INTENTIONALLY DELETED. 13 - AN EASEMENT IN FAVOR OF BRPLD, LLC FOR TEMPORARY CONSTRUCTION AND INCIDENTAL PURPOSES RECORDED JULY 27, 2022, AS INSTRUMENT NO. 2022-0335043, OF OFFICIAL RECORDS. CAN NOT BE PLOTTED FROM THE RECORD. 14 - A RIGHT OF WAY FOR THE USE AND MAINTENANCE OF WATER DITCHES, PIPES, PIPE LINES, CONDUITS AND AQUEDUCTS, FOR THE CONVEYANCE OF WATER TO AND FOR THE SAN JACINTO AND PLEASANT VALLEY IRRIGATION DISTRICT. SAID RIGHT OF WAY IS BLANKET IN NATURE. INTENTIONALLY OMITTED ©- 6' WIDE EASEMENT FOR DRAINAGE AND INCIDENTAL PURPOSES, LYING WITHIN LOTS 83 THROUGH 104, INCLUSIVE, RESERVED HEREON FOR OURSELVES, SUCCESSORS AND ASSIGNEES, AS SHOWN HEREON. ©- 5' WIDE EASEMENT FOR DRAINAGE AND INCIDENTAL PURPOSES, LYING WITHIN LOTS 189 THROUGH 2O4, INCLUSIVE, RESERVED HEREON FOR OURSELVES, SUCCESSORS AND ASSIGNEES, AS SHOWN HEREON. O -VARIABLE WIDTH EASEMENTS DEDICATED TO VALLEY WIDE RECREATION AND PARKS DISTRICT, OVER ALL OF LOTS 227, 229, 235 AND 236, AND LYING WITHIN LOTS 25, 43, 44, 62 AND 171 AS SHOWN HEREON. THE DEDICATION IS FOR OPEN SPACE AND LANDSCAPE MAINTENANCE PURPOSES. O -VARIABLE WIDTH EASEMENTS DEDICATED TO THE COUNTY OF RIVERSIDE OVER ALL OF LOTS 225, 226, 228, 230 THROUGH 234, INCLUSIVE, AND 237, AS SHOWN HEREON. THE DEDICATION IS FOR DRAINAGE, WATER QUALITY AND MAINTENANCE PURPOSES. O -VARIABLE WIDTH EASEMENTS DEDICATED TO VALLEY WIDE RECREATION AND PARK DISTRICT OVER ALL OF LOTS 225, 226, 230 THROUGH 234, AND 237 AS SHOWN HEREON. THE DEDICATION IS FOR OPEN SPACE, WATER QUALITY AND LANDSCAPE MAINTENANCE. ©- 28' WIDE STORM DRAIN EASEMENT DEDICATED HEREON. GPS STATION "PPBr' N=2,248,987.06 E=6,278,618.65 _ tVIUtNI:t, IU tit IHL rLKJUN(JJ ACKNOWLEDGED TO ME THAT HER CAPACITY(IES), AND THAT BY HISj OF THE ENTITY UPON BEHALF OF I CERTIFY UNDER PENALTY E THAT THE FOREGOING P RAPH WITNESS MY HAND A NOTARY PUBLIC, PERSONALLY APPEARED 0 PROVED TO ME ON THE BASIS OF SATISFACTORY IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND TED THE SAME IN HIS/HER/THEIR AUTHORIZED URE(S) ON THE INSTRUMENT THE PERSON(S), N� (S) ACTED, EXECUTED THE INSTRUMENT. OF THE STATE OF CALIFORNIA 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 � PAGE 31. THIS AFFECTS ALL LOTS. 74 ETHANAC ROAD 0 Q C Lu w W PRIMARY SECONDARY z '�9�jy ENTRANCE ENTRANCE 3 ��q� Fps GRAND AVENUE TRACT NO. 0 36365 79 c SIMPSON OAD z VICINITY MAP N.T.S. \cam _ \��, _ \ 1�4v FD. 1" I.P., OPEN, DN. 2.0' IN LIEU OF 1 I.P. LS 4437 PER P.M.B. 85/36, FITS �� -- GPS STATION "DSSC" \ \� TIES PER C.R. 14-1071, ACC. AS NW COR. _ N=2,210,771.47 SEC. 29, T.5S., R.2W. - E-6,421,179.06 \\J N=2,204,619.631 \ \\ E=6,297,153.945 \ FD. 1" I.P., TAG ILLEGIBLE, \ t DN. 1.3', ACC. AS NE COR. _ t \\ " -- N 89'47 55 E 5372.98 -- SEC. 29 PER M.B. 416 75-81 / \ (5372.51' GRID) ------------------ 118811.04' GRID) -------- -- N --�-- �� \ 1� 20 - ---E --- ------ --------- �t 30 29 TRACT NO. 36365co \ l 4 z N.T.S. 6,fi�12 THE CONVERGENCE ANGLE OF \ GRID NORTH IS-O'26'51.5" AT AT BILL (LAKE SKINNER). 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 "BILL", "DSSC" AND "PPBF" NAD 83 (NSRS2011) EPOCH 2O10.00 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 "BILL" GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES, MAY BE OBTAINED GPS STATION \ ���' BY MULTIPLYING THE GROUND DISTANCE BY A COMBINATION FACTOR OF 0.99991193. N=2,154,994.98� CALCULATIONS ARE MADE AT THE NORTHWEST CORNER OF SECTION 29, T5S, R2W, E=6,313,564.17 WITH COORDINATES OF: N=2,204,619.631 E=6,297,153.945, USING AN ELEVATION OF 1488.50 g - - --- 200 100 0 SCALE: 1" = 200' 200 GRAPHIC SCALE SURVEYOR'S NOTES 400 600 ® - 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. • - 0 INDICATED FD. 1" I.P., W/TAG "COUNTY SURVEYOR!, PER R.S. 99/57-60 & RIV. CO. F.B. 1000/4081, GROUND POSITION AS SHOWN. 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 242 NUMBERED LOTS AND 14 LETTERED LOTS. THIS TRACT MAP CONTAINS 71.31 ACRES GROSS. CC&Rs RECORDED kM)gr !p,1025AS INSTRUMENT NO, 2015 -02� I� I'fi (R1) - INDICATES RECORD DATA PER TRACT NO. 30989, M.B. 416/75-81. (R2) - INDICATES RECORD DATA PER RECORD OF SURVEY, R.S. 128/100. (R3) - INDICATES RECORD DATA PER PARCEL MAP No. 12,119, P.M.B. 81/5. (R4) - INDICATES RECORD DATA PER RECORD OF SURVEY, R.S. 99/57-60. (R5) - INDICATES RECORD DATA PER GRANT DEED RECORDED APRIL 24, 2024 AS DOCUMENT NO. 2024-0119272, OF OFFICIAL RECORDS. 777T- INDICATES ACCESS RIGHTS RESTRICTED A FINAL PROJECT SPECIFIC WATER QUALITY MANGEMENT PLAN (WQMP) MAY BE REQUIRED PRIOR TO ISSUANCE OF A GRADING OR BUILDING PERMIT. IF REQUIRED, THE WQMP SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE COUNTY OF RIVERSIDE'S MUNICIPAL STORMWATER PERMIT WHICH ARE IN AFFECT AT THE TIME THE GRADING OR BUILDING PERMIT IS ISSUED. THE WQMP SHALL BE SUBMITTED TO THE TRANSPORTATION DEPARTMENT FOR REVIEW AND APPROVAL. COURSE DATA # BEARING DISTANCE L1 N 89'47'55" E 557.12' (N 89'48'30" E 557.47' R4 N 89'48'02" E 558.70' R5 L2 N 79'02'00" E 650.16' (N 79'02'45" E 649.80' R4) L3 N 72'26'06" W 117.77' (N 72'27'31" W 118.31' R4) N 72'27'24" W 118.97' R5) L4 N 89'47'55" E 25.68' L5 N 0956'22" E 30.01, L6 N 89'47'55" E 300.00, L7 N 89'47'55' E 34.30' L8 N 89'47'55" E 268.81' L9 N 79'22'01" E 165.74' L10 N 00'07'34" W 30.00, L11 N 89'47'55' E 301.95' (N 89'48'02" W 301.95' R5) L12 N 89'54'35" W 32.53' N 89'54'40" W 32.53' R1 CURVE DATA # DELTA RADIUS LENGTH Cl 06'00'34" (05'59'09" 1430.00' 1430.00' 149.98' 149.40'R5 C2 10*45:551 (194545' 1500.00' 1500.00' 281.83' 281.76'R4 C3 28*31:54" (28'3044" 1500.00' 1500.00' 746.96' 746.45'R4 C4 17'45'59" (17-44'59" 1400.00' 1400.00' 434.11' 433.71'R4 C5 26'43'35" 26'43'36" 5208.79' 5208.79' 2429.70' 2429.74'R1 C6 i 10'45'47' 1 1530.00' 1 287.41' IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEING A SUBDIVISION OF A PORTION OF LOTS 3 AND 4 OF THE SUBDIVISION OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE AND MERIDIAN, AS SHOWN BY RECORD OF SURVEY ON FILE IN BOOK 1, PAGE 11 OF RECORDS OF SURVEYS, AND A PORTION OF SECTION 20, TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE AND MERIDIAN, ALL AS FILED IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNY, CALIFORNIA. DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING NOVEMBER, 2023 FD. MAG. NAIL, FLUSH, N 81'5736" W, 1.17', NO. REF. NOT. ACCEPTED, EST. AT REC. DIST. FROM FD. MON. AT NE COR., SEC. 29 PER M.B. 416/75-81. N 89'47'E C4 N 8947'55" E 2686.42' (2686.18' R4) 41.15' In o M J L6 BOUNDARY SURVEY FD. 1" I.P., OPEN, DN 0.2' IN LIEU OF 1.5" I.P. W/RIV. CO. SUR. TAG PER CO. SUR. MAP 828-H, ACC. AS S1/4 COR., R.S. 99/57-60 SEC. 20 PER R.S. 99/57-60, SET TAG, L.S. 8554. ,-------------------------------------------------------- FD. 1 I.P., OPEN, DN. 2.0, IN LIEU OF SEE SHEET 16 FOR 1" I.P. LS 4437 PER P.M.B. 85/36, ADDITIONAL DETAILS I 1 DN.', 0.7' FITS TIES PER C.R. 14-1071, ACC. AS I GRAND AVENUE 1 DN NW COR. SEC. 29, SET TAG L.S. 8554. I - - - - - - - - C3- - 0.5' ;� Q - & 28' 31' 54»-R=14707000' 1 DN. 1.0' _ - - _ 21 =14 L 732 2;� ?I 1 DN 1 DN. 1.0'� - 0.5?F- o r''___ (_ ______ - ----- -rL'4Z'55"_F-26BL42_--(2686.18-R4)------- =---�} ---� - - - - - - - ------------ p I M iY o 00 co o Z M r� O v°° CO W M O � b r1XI z ,OC L11 435.24' �L10 L5 - - 5`�-964.97' PORTION OF G L --- L7 I RAND AVENUE R/W PER INST. NO. 97800, 30.00 FOOT RIGHT-OF-WAY IN FAVOR OF 30.00 FOOT RIGHT-OF-WAY IN FAVOR OF O.R. VACATED PER RIVERSIDE COUNTY PER DEED RECORDED DOCUMENT N0. ,20 25- o 1g460 RIVERSIDE COUNTY PER DEED RECORDED AUG. 1, 1974 AS INST. N0. 97800, O.R. RECORDED ApRil- ill 2o2S AUG. 1, 1974 AS INST. N0. 97800, O.R. I NORTHERLY BOUNDARY (SOUTH RIGHT OF WAY) L007 4 ESTABLISHED AT 30.00' OFFSET FROM ESTABLISHED BOO U 3 CENTERLINE AND NORTH LINE OF SECTION 29. I PARCEL 3, C.O.C. No. 1613 R.S. l/H PARCEL a, C.O.C. No. 1613 REC. HOY. 20, 19 o 1, MY. No. o 1-217617, O.R. I REC. HOo de 20, 19 o 1, MT. No. o 1-217617, O.R. I ( J. I v' C RAILROAD ESTABLISHED BY HOLDING RECORD DISTANCE AND RADIUS FROM 1" I.P. ON THE �_ OF R/R AT BEELER �o RD. AND 30.00' OFFSET FROM 1" I.P. W/PLAS PLUG AT THE NW COR. OF TR. 30989, PER M.B. 416/75-81. \ I I I SEARCHED, FD. NOTHING, a 26. 53' 43„ SET NOTHING, EST. AS R�g>>8 INT. LEON RD. & BNSF R/R. �9' L 2430 9 cs 8' C 60.00' BNSF R/R RIGHT OF WAY PER M.B. 416/75-81. SEARCHED, FD-.�IIIII1 -NOTHING SET NOTHING-,. --7-----r----r---,---r--- -T-----r--- -JrIIIIII ------ ------------- --_--'.L��uIr ----- L J-------------- ------��II-; I ---- _-1- - --_- , T ---/-�. F------ I I`---�--'1i __--------------- -------------- - _----------------- ------------ -- - SEARCHED FD. NOTHING, SET NOTHING, I I I I I EST. AS CL BC AT REC. DIST. FROM FD. I I I I I I MON. AT BEELER RD. PER M.B. 416/75-81. III TRACT NO. 30969 9 III M.B. 416/75- o 1 I I I I SEARCHED, FD. NOTHING, SET NOTHING, EST. AT REC. DIST. FROM FD. MON. AT NW COR. TR. 30989, PER M.B. 416/75-81. I I I i FD. COPPERWELD, STAMPED "RIV CO TRANS", FLUSH, ACC. AS C INT. PER C.R. 17-0479, N 89'50'09" E 5322.19' 2678.12' (2678.19' R1) SIMPSON ROAD (N 89'50'10" E 5322.33' R1) 2025 - 02-+1 --?- I G �Z;l SHEET 3 OF 16 SHEETS E / 2686.56' (2686.36' R4) -- L4 DETAIL "A" N.T.S. I SEE DETAIL "A" ABOVE I ' _N 89'47'5T E 2645.41' i I jFD. 1" I.P., W/TAG ILLEGIBLE, DN. 1.3', - - - - -. ACC. AS NE COR. SEC. 29 PER M.B. 416/75-81. M rn LO to N W CV (V c0 LO N b Z v 60 N LO c0 N w FD. 1" I.P., OPEN, DN. 0.5', ACC. AS N PT. ON � OF R.R. 5 PER M.B. 416/75-81. SET TAG, LS 8554. z (N 89' 54'40" W 3007.46' R1) N 89' 54'35" W 3007.46' N 8T54'35" W 363.37' -.. ----- 329.93' 2644.56' -� - L1(2329.92' R 1) I (2644.57' R 1) N 89'54'35" W 3007.02' (N 8954'40" W 3007.02' R1) I - FD. 1" I.P.. W/PLAS. PLUG FD. 1" I.P., W/NAIL,-- "HC-6 LS????". DN. 0.2' IN FLUSH, DISTURBED, LIEU OF 1" I.P. RCE 22502, NOT ACC. AS INT. OF ACC. AS NE COR. TR. 30989, RR R/W & BEELER RD. M.B. 416/75-81. 0 I■ M w I LO FD. BROKEN nACC. FLUSH, OVER W/RIV. CO S SEARCHED, FD NOTHING, PLUG, DN. 1.SET NOTHING, EST. BY AS INT. PEPRORATION PER M.B. 05-874. 416/75-81. 1)2644.07' 2644. CV rn M_ W it LO b 0 rn LO M r- aM 0 80 b 0 .. ch 0 M_ w 0 00 b 0 PrA 2025 -02�-I�1� Cri(�iY)0�\ SCALE: 1" = 150' 150 75 0 150 GRAPHIC SCALE SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 300 450 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA [ 0 A& in Ll ffm rell Am SHEET 4 OF 16 SHEETS BEING A SUBDIVISION OF A PORTION OF LOTS 3 AND 4 OF THE SUBDIVISION OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 2 NOTES: 225 — OPEN SPACE & WATER QUALITY WEST, SAN BERNARDINO BASE AND MERIDIAN, AS SHOWN BY RECORD OF SURVEY ON FILE IN BOOK 1, PAGE 11 OF RECORDS 226 — OPEN SPACE & DETENTION BASIN OF SURVEYS, AND A PORTION OF SECTION 20, TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE AND MERIDIAN, LOTS 12 THROUGH 20, INCLUSIVE SHALL 227 — OPEN SPACE BE CONSIDERED "NON —BUILDABLE" LOTS ALL AS FILED IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNY, CALIFORNIA. 228 — OPEN SPACE & WATER QUALITY UNTIL SUCH TIME AS 4 INSTRUMENT NO. 229 — OPEN SPACE DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING NOVEMBER, 2023 68-28296 O.R., HAS KEN QUITCLAIMED. 230 — OPEN SPACE & WATER QUALITY SHEET INDEX 231 —OPEN SPACE &WATER QUALITY 232 — OPEN SPACE & WATER QUALITY 233 — OPEN SPACE & WATER QUALITY O - INDICATES SHEET NUMBER 234 — OPEN SPACE & WATER QUALITY 235 — OPEN SPACE 236 — OPEN SPACE 237 — OPEN SPACE & WATER QUALITY a O . 238 —OPEN SPACE ■ O Rosa gg/57-60 , 5 239 — OPEN SPACE 14 — — — — — — — — O 240 — PARK/OPEN SPACE O ■ __--- --- _ — — — ■ — GRAND AVENUE ----_� I� _ 241 OPEN SPACE ( ——...---� � 242 —REGIONAL BASIN ■ 1 .� _ - - _.� �- -� �, 4 LOT -I1011 ����\ — — _--` - _ ------� '"_� ---------�-- - �- --- - -_------ •----!-- -�-�- arc ------ T----- I ------T-------------T--r----- r T----- r---------r---- ----- I I I I I , I I I I I I I I I 11 a 10 I 1 10 I ! ---- I -___ _-_- _-1------ ----L----1-----L-----1-----�--�-- -�� --i--------1-------_-_-�------'-_---'------I------' ----- ____ rI ----------- ----- -- ------------------_____------------------------ TRACT NO. 30989 M.B.416/75-61 II m m m ■ 2025 -027 t�-16 �o�L 74 W W N W W N IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA R.S. 99/57-600 SEE DETAIL "E" TRACT NO. 36365 _ _ o ON SHEET 16 BEING A SUBDIVISION OF A PORTION OF LOTS 3 AND 4 OF THE SUBDIVISION OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 2 _"mod 28•31 ° WEST, SAN BERNARDINO BASE AND MERIDIAN, AS SHOWN BY RECORD OF SURVEY ON FILE IN BOOK 1, PAGE 11 OF RECORDS _ OF SURVEYS, AND A PORTION OF SECTION 20, TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE AND MERIDIAN, �, J ALL AS FILED IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNY, CALIFORNIA. 46 4S �\ DARYL J. CHRISTIAN, L.S. 8554 MDS CONSULTING NOVEMBER, 2023 72• FD. 1 I.P., OPEN, DN. 0.2 IN d=22' - 2 ET - - - - - - -LIEU OF 1.5" I.P. W/RIV. CO. 38 L'�3 iN 6 21,06 W 0 ON Ali „p, „ - -_ _ ' 22 R- 02 `---------- 31' �, 1 ' H/E r, 2400. W 1>> . , 1 ; FT ;Y,�c� SUR. TAG PER CO. SUR. MAP 18 -948. 32, 831,\ 828-H, ACC. AS S1/4 COR., L=710. 21 ' - N 2'26 R4i \ i EXIST GR ` _ �+ SEC. 20 PER R.S. 99/57-60, GRAND N ` _ z� SET TAG, L.S. 8554. AVENUE 78.19' „ 'p6 f a SHEET 5 OF 16 SHEETS 40 80 GRAPHIC SCALE RIGHT OF WAY DEDICATION PER INSTRUMENT NO. 2025-0182615 RECORDED JUNE 17, 2025. LO �� ( -�-4 W W � ERp L - _ _ FD. MAG. NAIL. FLUSH, 2.93 "0c. ; 59.13, 11z� , `-----------'�-�-� R.S.RS9915 VeNNE ; - - `� _ _ _ _ _ _ _ _ _ _ _ /_ _ 36" 17' _ = _ _ / NO REF., NOT ACCEPTED, � ; - a' �-�_ � - - - - I SEE DETAIL 'A' ON SHT. 3. p pp ry �d=17''44' 59". -1 o� _.I. � N 89'47'55" E ; 2339.41' � 34 --- ; -�-�_ 17' 45' R=1400. - - - T�" - 0 00R4)----------- -- --d=13' 44, ', I R=14-��d=11'S2'37"' 9, _R=140 00^ L-433.74'R=2324.00'4----------- ��---------1^---- ,�,-------------- �1� °pp'-L,1 �_�'�R-24�0.0-0-�L= 947.50' -=434.11' t 1� 55 49.98� d=1'0g�34„ 1 1 _ _ _ _ _ _ _ _ _ ---- -_- '- L 4 5 0 0' -�' - CZ 3 4. , _ N 7g' 19 ' - - - - - `"1 N 8 9' 4 7' 5 5" E 2 6 8 6.4 2 2 6 8 6.18' R 4 - - - - - - - - 24 28' W , , ( ) L11 NORTH LINE, a, °' 45 0 j , 126.39, ; �;o ! �'; ! �'; N SECTION 29, � ``-''o oio u" TSS, R2W. o �4 , Lo �' I o 5° 1 z f �� ,``r !�'; w' w i N 89'47'55" E 300.00' i 41.15' T� - N 89'47'55' E 2645.41 (2645.41' R1) -y N J I w� i�i o N d_0.59,31" _ zf zi Rio V-i �� wi wl o w� 12 _ w t- 2 d_ ��� r L 1 87' L-1.°2'29" d=7' 43' 20" zi ,Y, iQ 00 � `''io w �1 m 4,650 SF �'; 10 '� Lo `-45. 00' d=1•p , „ R 2476. 00'{ ��� �"','cr u,iQ i�'� `-"lo ._ o ;� 2 30 L 333. 71 i Nio- �' = o,a N 00'00 46 E zl z+ •��' 4,623 SF b 9 �, o L=45. 01' d_1'02'29" , » z� Zi �� '�i o :`�I� ---- RAD----\ 0 0 ,� -45.00 d=1'0229 zi z� `tj� o' Z � 4,583 SF b 8 w o L=45. 00, d=1'02'29" ' zi d=1' 30' 05 o L=45. 00, d=l'02'38)' C3 `N ' R=2476. 00' L=64. 88'\ 4,544 SF o 7 w �, �g z 227 1,019 SFO ao z o 4,510 SF o 6 ,y, �, o o ;� L-45' 11' L13 �� D 45.00' z o 4,505 SF o 5 �; ^ rn cO N , _ 28 00 OPEN SPACE o� 28.00 00 N 89'05'20" W 90.00 60 45.00, z o 4,653 SF ``�� ^w 4• �; w a' rn �' Lor n'„ 45.00' z o �; � 4,645 SF w� 3 0' ``' w u u �°J-'I _ 1.12 AC. N 79'26'40'. W 45.00' z �� of 4,690 SF wW� 0 4,652 SF o 4 433 SF 3,79 8 F ``' " N 4�083 SF o 338.2g. 45.00, zl z Nl °O of <o d OPEN SPACE & ao 0o(01 N 7g. 45.00' 1 zI z Z Z o WATER QUALITY, M �I `" N 89'05'20" W 90.57 1 �2�� W 24.95' I ni z E F o �338,29' C1 ' L=46• 77' ; zi 4.22' z L15 __ 2 ORE �- d=2' 45' 25" dL=48. 54'„ L=45. 94' o 0 0 �/ _ _ r., 2' 51 40 _ 0 45.00' 45.0 • N 7926'40" AY _ d=9'38'40" R= 972.00' L=163. 61'2. 42' 29" I 48.91 29,31' �'`� ' 0 4,075 84 SF N 89 05 20 W 82.44 0 , o ° W 338.29' -� '` i o o i oo, 0 45.00' ?' --- 4=9. 38' 40" I o N 89'05'20" W 90.55' 0 45.00, ^, _R=1000.00' L=168.33' ' `W ' 31 'ow w 0 45 00, ---- _ N 89'05'20" W 125.44' 4,050 SF 32 b 45.00, 1 1 82.44 J 43.00 0 85 0 4,050 SF `'' o _o ca a W rn o d=1 ' S1 ° 32„ d� 38' 40" R=1028. J °a 4,074 SF 4,050 SF 00' , i b o �v 34 0 o L=33. 36, d 2. 30, 30„ L=173. 04 i N 89-05'20" W 82.44' of ' z 4,050 SF N 35 �' rn o 11 65' L=45. 00, d=2' 30' 29" d=2. 30' 30" 40.32' 42.12' `r Q N 89'05'20" W 90.52' 1 z 4,050 SF N 36 w rn o L=45.00' L=45.00' C4 45.00' z 4,050 SF N 37 w Q o o J L15 W 45.00' N 79• ,„ z ,, 4,050 SF N 38 w N w � m - a O 86 to 4,183 SF � 0 39 - ``' w _ ¢ 4 073 SF o of = 75 45.0p 45.00 � W 333.04' z •"' rn � `0 40 _ � oo w OD -�- 1 � N z 4,252 SF - 41 42 0 0 00 45'0p o a' = °' 4,257 SF o o N 89'05 20 W 90.50' 1 N Q 45. , rn o „ `. 0 45. , z z 4,238 SF o 00 4,068 SF 43 - W 56 0 0 4s.00 00 � o oaao N Q, c1q o, o0 0 45 , 45.00° z z o 5,028 SF C, � W 1 C; a c 0 55 'y' o0 0 00 45 0018.04'�,r� 29.88? z z J ' LU 87 I - � O N c0 4,179 SF co o 54 `�' rn o 15.12Y 7.17' 3.21, u-, J Q ,r- o �, z 4,050 SF N 53 4, 0 45.00� 33.85' 11.15' 37.83' N 89'05'20" W 99.31' � 4,072 SF w 45.00' 41.79' 42.20' Lij 54.31 ' o o i o ' 1 4,050 SF o w o o N 82• 45.00' N 89'05 20" W 90.48 N 52 0 57'06 W N 85'52'31" 45.00 45.00 t 1 z ,� 4,050 SF N 51 w °' o W N 88'33 50 W `�� ,� ;° w w I to ul d=1' 44 z "� 4,050 SF o 50 w o 0 0 0 `� 30 0 0 o 0 o z R=1028. 00' � 41" L5 -"' w � ao .� 88 0 4,050 SF o o o �r o d=12' 53'L 23j 26' 45.00' z Z 49 M o w o w rn a, oz I ur, o� 4,071 SF 48 o P 2 45.00, �, 4,202 SF o C 47 0 46 w 45 w 44 -- A=12� 53' 22„ -'; z M rn 4,266 SF 0 4 776 SF z „ ' LO7- n r, 4,266 SF o? 4,180 SF 4,050 SF � Z N 89'05 20 W 90.46' I R-1000. 000, 24 96, H" N 79'26' S'� W z z �nro 00, 40 252.22' 45. N � �' - 1.32 AC. 45.00' z � � 28' 28' B � d=12' 53 , -�- , z R=9 72. 00' -218 , �� �- _ N 7g•26' » 13. L _ 52 � Z z 89 0 L- i -�� 40 W C6 -49. 60 L19 -- L15 -_ � o 66 ; MINERAL ��252.22' ; d2• 55' 25" L=49. 59' , Ur 4,070 SF wAY -�-- ^' d=g• , d 2' 55' 24" C5 18.04' 45.00' 39.31' .,� 1 38 40 R=972. 00' , 71 �-{j(_ L =163. 61 N 89'05'20" W 102.35' a N 89'05'20" W 90.44' 72 N 7g'26'40" W 252.Z2, ;" -- ' 38' 40" R=10 �' co SEE SHEET 8 73 K'' I �I J ( 0' 8. 33' _ ' _ N 89'05'20" W 145.35' N f 90 SURVEYOR'S NOTES SEE SHEET 3 74 - J - I � 1 1 EASEMENT NOTES SEE SHEET 2 SEE SHEET 8 1 120 " i SCALE: 1 " = 40' COURSE DATA # BEARING DISTANCE L1 N 78'19'28" W 2.13' L2 N 80'09'36" W 45.00' L3 N 44'05'20" W 21.21' L4 N 45'54'40" E 21.21' L5 N 79'26'40" W 13.70' L6 N 02'44'01" E 14.15' L7 N 63'11'52" E 28.39' L8 N 0956'22" E 13.37' L9 N 5743'49" W 28.39' L10 N 45'54'40" E 21.21' L11 N 89'47'55" E 34.30' L12 N 00'56'22" E 30.01' L13 N 87'15'59" W 56.00' L14 N 00'54'40" E 56.00' L15 N 89'05'20" W 28.00' L16 N 00'54'40" E 28.00' L17 N 10*33'20" E 28.00' L18 N 02'44'01" E 14.16' L19 N 45'54'40" E 8.00, L20 N 02'01'00" E 66.73' L21 N 33'09'03" W 16.66' L22 N 04'00'33" E 61.83' 1 23 N 01'09' 14" W 24.66' CURVE DATA # DELTA RADIUS LENGTH C1 01'19'06" 972.00' 22.36' C2 00' 15'55' 2324.00' 10.76' C3 00'28'45" 2476.00' 20.72' C4 00'15'39" 1028.00' 4.68' C5 01'45'07" 972.00' 29.72' C6 02'02'44" 972.00' 34.70' C7 01'49'21" 272,00' 8.65' C8 01'49'21" 300.00' 9.54' C9 01'49'21" 328.00' 10.43' C 10 05'02' 19" 1430.00' 125.75' C11 08'56'31" 2400.00' 374.56' NOTES: LOTS 12 THROUGH 20, INCLUSIVE SHALL BE CONSIDERED "NON -BUILDABLE" LOTS UNTIL SUCH TIME AS (4� INSTRUMENT NO. 68-28296 O.R., HAS MEN QUITCLAIMED. CURVE DATA # DELTA RADIUS LENGTH C1 0906'01" 950.00' 1.66' C2 10'17'45' 100.00' 17.97' C3 21'56'37" 66.00' 25.28' C4 0920'48" 1000.00' 6.05' C5 1756' 14" 66.00' 20.66' C6 01'45'48" 894.00' 27.52' C7 01'06'42" 1028.00' 19.94' C8 02'35'56" 1000.00' 45.36' C9 02'56'44" 1000.00' 51.41' C10 01'35'49" 2400.00' 66.88' C 11 01'37' 12" 2400.00' 67.86' 05'39'19" 2324.00' 229.39' E12 1917'39" 100.00' 17.97' COURSE DATA # BEARING DISTANCE L1 N 90'00'00" W 6.71' L2 N 9900'00" W 6.68' L3 N 79'26'40" W 11.64' 1-4 N 47'20'02" W 21.21' L5 N 42'58'56" E 34.53' L6 N 05"6'46" W 22.44' L7 N 42'39'58" E 21.21' L8 N 47'20'02" W 21.21' L9 N 84'43' 14" E 40.00' L10 N 10'33'20" E 28.00' L11 N 02'20'02" W 56.00' L12 N 02'20'02" W 28.00' L13 N 8739'58" E 56.00' L14 N 87'39'58" E 28.00' L15 N 00'00'00" W 28.00' L16 N 90'00'00" W 14.24' L17 N 00'00'00" W 36.94' L18 N 08'26'35" W 13.76' L19 N 06'35'10" W 59.48' L20 N 03'22'09" W 62.44' L21 N 06'16'37' W 97.93' L22 N 46'34'26" E 10.89, L23 N 04'23'56" W 73.54' 4 SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 SEE DETAIL "D ON SHEET 16 _ � I R4) �_�- �N lg•o2 'o IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEING A SUBDIVISION OF A PORTION OF LOTS 3 AND 4 OF THE SUBDIVISION OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE AND MERIDIAN, AS SHOWN BY RECORD OF SURVEY ON FILE IN BOOK 1, PAGE 11 OF RECORDS OF SURVEYS, AND A PORTION OF SECTION 20, TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE AND MERIDIAN, ALL AS FILED IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNY, CALIFORNIA. DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING NOVEMBER, 2023 =28' 31' 54" R=1500. 00' L=746.96' (A=28' 30' 44" R=1500. 00' L=746.45'R4) A=28' 31' 54" R=1470.00' L=732.02' �- LOT 110 11 A=22' 38' 22" R=2400. 00' L=948. 32' 2.93 AC. R.S. 99/57-600 AIST. Q GRAND AVENUE PER R.S. 99157-60. 2025 - 62- l F I G off, OrigknoaA h (o SHEET 6 OF 16 SHEETS l�, r- -----,�.:_---- C11 A=15' 02' 41" L=630.20' A=16' 39' 5W3" L98.06' ------ ___ GRANDAVENUE79T° N 1 �I WI I w I W i wj ---- ��1 pl �10 CV1 CVI NIm Qj� �I1 MIp U-,IQ MI¢ O,� e I j �Ip •r1 J1 O OI , 1 pl I OI Imo' of OI OI '�I� z"Q IC] �i-I� Nib I !�i WI - I I M 00 , zl ZII I II ZOI OI ZI II q '� 1' NI ' LL'Ij 1 ' - ------- -- A=35„ _' II » =703, '0 13'44'45" 7042 2324.00'- L =557.55' CDI I ' z,------- �' ----- CD,C12- --�41 /--- 229 L�38. 03' L=45. 02' L=45. 05' L=45. 09 11Z�II A =' 3'07L=84.22' L=49.43' d =1' 13'58" z6lI L9 4,759 SF h DQOPEN SPACE N 89'47'55" E 2339.41' �0.00, -d-1 13'48" L=49.89' d=1'13'46" z - - ------- - - - - - - - M L9 �- 5o,?��D� _ `------co _ ------------N - - - - - - - - - - - -L=49.87'-- d=1'06' ,r � 96.00' -' 0 `� o N o �' Lq `° o 06 o L -45. 19 , o NORTH LINE,-� I ° z 00 � �� 20 � z 19 a 18 17 � 16 15 14 W N w SECTION 29, I M rn c� 8,238 SF �l0 4,758 SF z 4,988 SF o 4,956 SF p 5,039 SF 00 4,942 SF o SN T5S, R2W. I z �I� 1 " 0�0 ��'� f1� z z o 4,868 SF "J.. 0 13 °' v- _ _E Z Z � 4,859 SF :ti o Qom, Z l z o 12 0 WEST LINE, LOT 3-r RAD C4 `,� 9Q ���r�� C3 z 4,651 SF SEC. 29, T5S, R2W I \? 96. �%`.L��' 15 0.08' 20.21' 20.78' L=38. 30 L=45. 02',> L=45. o ,`�, ,5� �,13 N 7g'4220 L2 45.00 L1 A=2' 18 35 A=2' 42 55 A=2' 42�55" L=45 02 z i a 21 .9p o, p0 40.gg� W C2 EAST 58.39' ' A=10' 33' 20' R=950. 2 0 7,373 SF ���o`° J eo 1 00 d2' 4 > 54,r C1 „ - Ln N LOT L-175. 02 34 43. `° "' '� .`' , EAST 157.55' I -' I J " " N 7 ' � 1.12 ' l5 N'� - - - - _ A=10' 33' 20" R=922. ' L=16 0; 926'40» -RPp� ��: �, 40.96' L16 I ' AC. I CO 40 v, 55.20' 102.35' �' -� 9.86� �; W 338.29', d 1 J N 83'39'29" N' ORE WAY N 79*26'40" 6, 1! N oo i I.n 0 o W 86.19' a ' J N' -, o Q a a oN �' EAST 102.35' I A=10' 33' 20" R=894. of - '�3g 29'_ ,, W F-- Lo � 0,`�1 37.09' 45.00' 20.26' C6 A=,3' 12' 27" 00 L=164. -=' `� � O po zo �S°c�� L=50. 05' d=3' 12' 26" 70 1 u -J 22 � ^' L �0. 04' d 2' 22' 3g" N 7926'40" W oco 0 4,719 SF d 2r cq -- L14 -- o o o L=37. 101 L3 45 0p W 338.29' J - I O O IY _ o N r 6' r7 o N 87'39'58" E 90.66' �,� '� j�0 26 27 W W 73 �� 28 ^ o 4.83 0AC. O MI p M Z F- M � iM 25 4,050 SF 4,180 SF 4,287 SF � 29 �+- � 30 o ,� N^ ,� O o 1-' S,178 SF z z 4,287 SF o 0 o W � . p op 23 I -� ,0 z 4,226 SF �, 31 SEE SHEET 14 W I 4,212 SF - -L14__ I z 1 z � 4,050 SF � 32 N W `�' °O I N 90'00'00" W 104.46' N 83'25 a' o N 87'39'58" E 94.61' ° I �; 59.46' 45.00' N 89'30'55" W N 86'37'59" W 45.00'2 W N 80'19' » z z o N N Lo L22 45.00 45.00' 42.64' 45• 00'3 W N 24 po N � N Q N I 2.36' 6.86' 38.14' 11.20� 45.0026 40rr W 333.04, "' 0 4,257 SF = �o �' I 60 49.09, ~ W L o � W p I N `" °O o0 6' 4,720 SF � a o �� cl) N 87'39'S8" E 94.61' N I p o Lu C<IE d 0 o Z m m Z �I �62 (n 61 ` I I 59 0 W 58 �, N W (� N IJ 6,123 SF 4,810 SF 4,727 SF i� 4,677 SF ^ 57 0, c '41 Cc: 6, E F Lo z I o Of o of c141 O 4,475 SF p K o _ CN T 230 28' I Z I z r oo a N Lo 6 492 SF 28' 5 6' z I� re), 28' I 28' OPEN SPACE & WATER QUALITY L14 L14 d I zl SCALE: 1" = 40' 5 6' L14 �I `� L=45. 00' -------- l L13 �Q 40.02' 45.04' 25.09, C7 A=2' 30' 30" p (� N N � I N 8T39'S8" E 110.15' N I O' O ' o N 87'39'58" E 64.61' 1 o c�li J CAI N r� 1 ,�,, o0 1.32 AC. _ LOT " ' GRAPHIC SCALE p ¢ N' N `V °O 110.15' z z J N _ 64.61' _ �1 _ 43.00' _ _43.00' ---------- 43.00' MINERAL I WA ' - � N 87'39'S8" E 303.76' 1 i SEE SHEET 7 0 56 4,307 SF ? "' S5 co z L=45.00' L=45.00' A=2' 30' 29" A=2' 3. 0, L�5. 00, A=12' 53' 22' R=1028. 00' d=2. 30' 30" L=231, 26' A=12' 53' 22" R_ 10_ 00. 00' L=224. 96' co N 40 20 0 rJ '� SCALE: 1 " = 40' 40 80 GRAPHIC SCALE COURSE DATA # BEARING DISTANCE L1 N 42'39'58'E 21.21' L2 N 4T20'02" W 21.21' L3 N 44'40'20" E 20.46' L4 N 89'24'46" W 10.95' L5 N 79'50'33" W 8.94' L6 N 84'41'42" W 3.38' L7 N 79'26'40" W 11.25' L8 N 87*39'58" E 14.59' L9 N 79'26'40" W 12.40' L10 N 34'26'40" W 21.21' L11 N 38'11'44' W 21.68' L12 N 0931'00" E 56.00' L13 N 49' 13'45' E 21.68' L14 N 4T20'02" W 21.21' L15 N 02'20'02" W 56.00' L16 N 02'20'02" W 28.00' L17 N 79'26'40" W 56.00' L18 N 55'33'20" E 21.21' L19 N 42'39'58" E 21.21' L20 N 87'39'58" E 56.00' L21 N 4T20'02" W 21.21' L22 N 8T39'58" E 28.00' L23 N 10*33'20" E 28.00' L24 N 79'26'40" W 28.00' L25 N 02'38'08" E 96.29' PARK/OPEN SPACE 120 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEING A SUBDIVISION OF A PORTION OF LOTS 3 AND 4 OF THE SUBDIVISION OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE AND MERIDIAN, AS SHOWN BY RECORD OF SURVEY ON FILE IN BOOK 1, PAGE 11 OF RECORDS OF SURVEYS, AND A PORTION OF SECTION 20, TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE AND MERIDIAN, ALL AS FILED IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNY, CALIFORNIA. DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING NOVEMBER, 2023 2025 - 02-4 i--T I(o Qr i 9i no.\ SHEET 7 OF 16 SHEETS SEE SHEET 6 F- 61 60 59 58 57 56 28' 1 28' 230 O I 62 n 56' 55 54 L22 L20 � 53 N 87'39'58" E 110.15' 1 A=12' 53 22 R=1028. 00' L=231. 26 52 ' N 8739'58 E 64.61 ' ' LOT "H" 1.32 AC. o � I ; J d=12' 53' 22" R=1000. 00 / 43.00' _43.00' _' -- - - - - - -------- �224. 96' N� N 7926' „ 43.00' � _ 64.61' _ � 153.15' ' 40 150.61 -'' J' W 252 22 , o � N 87'39'58" E 303.76' MINERAL WAY '-' J 00 N I A=12' 53' 22" R=972. 00, �,; `_� N 7i6-40�� W 26 N 87'39'58" E 260.76' L 218. 67' �,, 252.22' `�' � "� 45.30' 45.30' 34.36 C1 A=2' S6 35 A=2. 56 35 A_ --�, W y o M �� 45.00' 45.50 45.30' L=49. 93' L=49. 93 -2* 56 35 L=49. 93, d 2' 56' „ ~' L22 0 o Q Q L =49. 93 5 C2 39.05' N 7g'26'40" W 0 V7 I o CD O � cr o 252.22' � W N 66 67 �� 68 � � 69 � W 0 45.30, z W o 63 N 64 N 65 0 4 077 SF 4,130 SF N 4,334 SF _� 4,363 SF rn 70 N,=' 71 �" - o0 N i o O o 4,077 SF ' CD) 4,363 SF N rn i� N o 0 Z a rn 4,095 SF o 4,077 SF o o N 4,318 SF 0 72 '� �' o c N N N z z z zoo 4,110 SF N 73 L1J w CD 4,077 SF o 74 w Y o N 87'39'S8" E 215.76' 6.27' L6 z o 4,077 SF N 75 Q (3 'n � ' 45.30' 34.36' L4 29.36' 15.91, 38.96' N83'22'04" Q o N ' 45.30' 45.30 45.22' W z �.. ,r, co Ll.l r �3 45.50 50.00' 51.17' L8 40.31 54.86' 3254.86'.9$' N79•501 Q �+ (n N J N 50.00' S0.00 N 89'24'46" W N 8T28'55" W N 84'41 42" W 21,g1 3. 5 3 W L7 N 79�26'40" W z 0 o `n o 0 00 0 0 1.07' 30. 45.30' 23$.91 /� o w o o g Q 80 SO.Op' 45.3p, ~ CV O N C) O f.< LY _ � � oo w o p o 120 119 6 118 � 0 117 0 o w o 122 121 � 0 5,059 SF 5,250 SF ^ 5,232 SF �, 0 116 w o - o00 0 o N O 5,000 SF , , o 5 232 SF 115 co .- 0 5,000 SF o 5,000 SF o ,-" 114 cu i N b N 5,255 SF c 0 N N z z z Cl) 5,093 SF o 113 Z 28' 28' z z 5,000 SF o 112 z z N 56' L=50.02' L=50.00' 240 __L22L=54 ' 1' L=50. z o SEE SHEET 14 ' ' 50.00 50.00' 37.97 C4 A=2' 47 16 d=2' 47 13 L22 �2 45.00 50.00 d=2' 47' 14" Op' „ A=12' 53' 22" R=1028 00' d 2' 47' 13" 7 CURVE DATA # DELTA RADIUS LENGTH Cl 0'42'39" 972.00' 12.06' C2 0'24'23" 972.00' 6.89' C3 1'04' 12" 1028.00' 19.20' C4 0'40' 14" 1028.00' 12.03' C5 O'57'04" 972.00' 16.14' C6 4' 13' 16" 328.00' 24.16' C7 6'07'59" 1000.00' 107.04' C8 1'43'03" 1000.00' 29.98' C9 2'17'40" 1000.00' 40.04' C 10 3'50' 19" 1000.00' 67.00' C11 4'49'40" 1028.00' 86.62' ------- N 8T,59'58 E 232.9 L=231.26' LOT "G" C3 z 30.80, N 87'39'58" E 276.42' 1.32 AC. ' A=12' 53' 22" R=1000. 50. 0 , 43.45 _ - � - - 232.97' _ _ _ - - --------�� -4_96' N; a� N 7g�26'4p" r 40.89' 2 56' RUBY RIVER ROAD I o ono ; A=12' 53' 22" R=972. 00' Go &� �' ; U' 43.00' 4 W 245.1 , t► CO o 6' N 8T39'58" E 235.53' 35.53' C5 Ate' 17' 07" L 218, 66' N 8 41 50.00' L�5. 73' A=3' 17' 38" d=3' 18' » ''; Jl� 43.00 �- `n o , 50.00' 50.00 L=55.88' L 3' 1 06 d=2' ' L9 i , 'o ' a � �� 50.00 01 ' 03' 2 7" o o 28_00'_ N 88' 19' 19"_ W o 0 0 o L =34. g0' N 1 --- RAD -- -- a o0 00 ¢� < ¢ i cr a L24 L24 N 87'03'31°' W O Q rn r-- o c� rn w RAD - - ' 172 � 173 174 N 175 0 176 0 0 177 ^ L 1 171 N "' O 5,370 SF N J 178 W N o 5,000 SF o 5,090 SF N d- 5,474 SF o 0 0 0 `� �, I� 5,000 SF o 5,000 SF o ,r, K, Ki �, - o� Q K o 5,536 SF �n o 179 LrCI 144 LOT " o I 6,756 SF o N N in rn � o - N z z Z 6,080 SF o G N 84'29'00" W o o I -�U7 `" Z z z Q W _ z z z ..N 1-- 5 35' I J , .,I � N cF z �. MOUNTAIN SUMMIT 2 � 1 _ cr ROgp I it �� IN 87'39'58" E 50 00' 50.00' 35.53' 14.50' 49.92' - 50.00' � o Of 74.65' N 88'26' 16" W 50.00' m 64.42' N 83'39'S6" 59.62'�- N 83'29'39" W W RAD 159.62' o o o O ;* N LO� o o co 145 ' 162 161 SURVEYOR'S NOTES SEESHEET3 T NOTES i EASEMENT O S SEE SHEET 2 170 SEE SHEET 11 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 36365 BEING A SUBDIVISION OF A PORTION OF LOTS 3 AND 4 OF THE SUBDIVISION OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE AND ASN BY RECORD OF SURVEY ON FILE IN BOOK 1, PAGE 11 OF SEE SHEET 6 OF SURVEYS, AND A PORTION OF SECTION1AN20,, OWNSOHI 5 SOUTH, RANGE 2 WEST,, SAN BERN RD NO BASE AND MER DIIAN,S ALL AS FILED IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNY, CALIFORNIA. 53 52 DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING NOVEMBER, 2023 51 SCALE: 1" = 40' 50 SEE SHEET 5 40 20 0 40 80 120 49 88 48 47 46 45 44 I i 1 N 89'05'20" W 90.46' 1 GRAPHIC SCALE 1q N 7g'26'40" W 25222 1 28' 1 1 f 1�6:4o" W L 1 _ L19 - 5I6' 0 89 Lo o N 252.22, O�"'�Hn - -- - � 4,070 SF B 6 MINER -`AC 1=9 38' 40" R=972. 00' L=163. 61' o N 89'05'20" W 90.44' 1 AL �/�/ - i I N 89 05 20 W 102.35 0 0 45 30 5.3p,26 W 252 22' Y , _ ' 40" R=100 I � -' N r ' o cv I _ 0. 00 L =168. 33' ' `r N oo0 45.30, �i ------ _ �o N 89'05'20_" W 145.35' N `r o 90 0 72 rn 45 30' I 102.35' J 43.00' `r � 4,069 SF N 73 `" rn o o C1 d2' 31' 38 40 R-1028. 00' , Ji `1' J o w N 89'05'20" W 90.41' 4,077 SF o 74 L- L=4 32 L=173.04 , ' » - �' � 5. 31 dL=45.1' 30 d=2' 31' 30" C2 21.50' N 8946.60' W 102.34.25' � o 4,077 SF o 75 �•� r� 30 (D N �C L=45.30' ��Lo 4,077 SF b 76 W Q o L19 4 b b o 77 o o-------- Lo 0 91 0 Lri 4,077 SF N -4' 6 �_ o z - 4,068 SF 45.30, N z ;� 4,129 SF � 0 78 w w- oo z 1 45,79 26'40» W z rn �' 4,272 SF r° ao> 79 � w N w o ( ' N 89'05'20" W 90.39' 50.00' 238,91' Z �' 4 286 SF v rn 80 24SF 81 � 82 o w 4 � I 45.30' z Lo 4,27a' - ' 50.pp• v 4 4,194 SF o 0 1 Or Lv o Lai 50 ,45 30' z d o Q ' 0 92 0 o0 00 50.Op6 46' N 80'26' » Ls 6.7 ' z „28' 4,067 SF 0 0 23 W 2 N 89 05 20 W o w114 Laicu o 41.89' 42.59' 43.2868.10' o N ¢ _ __ N 89'05'20" W 90.37' 113 �u 08' 11, N83'25'41" W N 86'42'500'0' 50 00 0 N r ``' Ono N m 000' N o IR N 5,000 SF o 112 0 0 50.00' 1 cV 4i o 50.00 w oo w cN to ai v ' (ZI%� 5,000 SF o 111 W Q Q �;; N N to n N � ,�� o 0 z 5 000 SF ¢ o o V) a J_ a 11 !; n II �N 93 Lo M, N 11 O �, `� o z ___ � 4,111 SF z 5,000 SF o 1 O9 �`' o `r o b z o =`' d o w o z ^ N N 89'05'20" W 93.19' N , 50.00' 5,211 SF CIVCN CoLi 5,299O8F Lo a 1 O7 106co c) 0 105 o w W ,� N 50.00 ix� n 5,299 SF 60 5,065 SF 4 5,000 SF o ``' N N - to ' N 7926'40" 50.00, z :� � ° ;W �`' N 94 co n �-� _ r - CD b NIA L231 43 0p _ W 245 18' Sp.00' L �39 z z o � I " ^� "� 4,784 SFco cv z cq �,I 9 26 7 �► 14' d =2' ' 2 Z z c 1 43.00' �� - W G , 20 26 L �5. 74 L 18 z `� , " 1 -''45.18' 1'32 AC. N; d- d* 17' 09" dL3517?09" __-----_ z N 89'05 20 W 98.16 ld, o �f R 14g 78,-�_ _ 38 40 R=972. 00' L=163. 61' C3 ' 38.86 „ 50.00' 26.34' o 1 �- 1 N 89'05 20 W 115.20' cv L 15 �� UBY RIVER RO I cs -�-- °_s' 38' 40" -co J 95 0 L25 7926 40" AD �„ R-1000. 00' L-168. 33' N 89 05 20 W 155.67' 5,000 SF L25 87, p0' W 146. 78, �; -1 C 1p i - ---, ____ _ __ _ b _ 115.20' _ 40.47' N �' O 0 59.7g� ' C7 - f , ^ N 1 C 12 1 111.66' 44.01' r° N 89'05'20" W 100.95' 1 N ;� Q I O O r% J i I 00 �t , 179 f- N 144 � i d=3' 26' 33„ -1 3.54 o I 1 �o o � "�' o 6,008 SF o `Q _�I l6' r'I ' R=1028. 00' 1 N 89'05'20" W 111.66' 1 28 z z N 143'o L24 L16 wi L=61.77' 22.98' 88.68' lQ 96CD ----- 56_ 28' o N 79•26'40» W 102 0 6,123 SF 5iict � 28' ``' 224 �iQ---L17_ I CD o L25 - .00' z1 K; o� 8' NIA 0 5,076 SF L25 z o _ o I 130 CD o l- - -�' N 83'17' " 1 co�� z' 6 076 SF rn � 129 o Q N 89'05'20" W 102.09' ' o o o �cs r W 01 W 04.76 rn z rn ' ' 0 6,247 SF '' 6 N 89'09 49 W 104.08 0 q' II II N 6,444 SF �r o LL N 8745'53" W 104.00' o m �' o 0 156 N - 142 - " Z 97 a' -' a :- N n � i � �' w ¢ ' w Q w LO 5,133 SF ion b L26_ L_26p; L13 z J 5,258 SF O d -J W o 1 W N 83.3 z 131 0 128 �, ``' 0 N 89'05'20" W 103.22 , I= w N 89'09'49" W 102.00' 4'16" J o OLr z o 0 o I r- W: CC r � � > w W RAD 5,302 SF Ln o o �" I Ib 104.p6° _-L24-_ __L24 c"'� z 5,202 SF Loa z W z -00 0 I � j Q o o 0 146 co N o rn N 89'09'49" W 107.91' N 8745'53" W 104.00' z 98 z z "' "' 141 t, ng'� ' � N 84'48'20" W 56' ' 28' p ' I Z O II C N N �------------- � 28' I O l a -' II II �', RAD 132 127 SURVEYOR'S NOTES SEE SHEET 3 SEE SHEET 10 SEE SHEET 9 EASEMENT NOTES SEE SHEET 2 2025 - 02--:I � Or i o� nab SHEET 8 OF 16 SHEETS COURSE DATA # BEARING DISTANCE L1 N 4554'40" E 21.21' L2 N 44'05'20" W 21.21' L3 N 48745'59" E 20.13' L4 N 43'25'3%' W 21.46' L5 N 5932'06" E 20.77' L6 N 3706'08" W 20.77' L7 N 55'33'20" E 21.21' L8 N 3426'40" W 21.21' L9 N 83'25'41" W 7.41' L10 N 88'57'40" W 25.89' L11 N 88'57'40" W 31.90' L12 N 950'11" E 4.50' L13 N 00'50' 11" E 4.00' L14 N 00'54'40" E 28.00' L15 N 79'26'40" W 56.00' L16 N 83'17'01" W 56.00' L17 N 00'54'40" E 56.00' L18 N 83'22'42" W 28.00' L19 N 89'05'20" W 28.00' L20 N 04'21'13" E 28.00' L21 N 09'04'45" E 28.00' L22 N 1933'20" E 28.00' L23 N 79'26'40" W 12.40' L24 N 83'17'01" W 28.00' L25 N 79'26'40" W 28.00' L26 N 89'09'49" W 28.00' CURVE DATA # DELTA RADIUS LENGTH C1 944'32" 1028.00' 13,32' C2 1'19'36" 1028.00' 23.81' C3 943'56" 972.00' 12.42' C4 V23'11" 272.00' 20.82' C5 1'31'19" 272.00' 7.23' C6 0' 17' 15" 328.00' 1,65' C7 1'28'35" 1028.00' 26.49' C8 V23'11" 300.00' 22.97' C9 1'28'35" 1000.00' 25.77' C10 2'21'46" 1000.00' 41.24' C11 2'21'46" 1000.00' 41.24' C12 3'26'3S' 1 1000.00' 60.08' M Cl) me z 0 i M Z Cn � o �I � m M> Cn vo 0 m rn M m a00 _ M _ m -mi � �`. 00 ` Oo W cl� D O rn 0.��_J\ c� p �mzcn N O w N N r O cn c coon HIV Z I cm CO Cn -P C4 co z N w O O � rn 0 p Z O Cb cn O Cl w 0 0 V 30' 30' I 0 WM co z SEE SHEET 10 �D ^m } } } �} Z M 00 N 0'50' 11" E 104.65' I cnCn N 1'09'45" E RAD r ---'-, _ Wo M 00 T-j cn Cn --' N W O N m 4 V cr �1 W 00 O N 0'50' 11" E 104.69' O O ` E RAD N z I _0*36'29" M N � w N U, co 0 cD 43.00' o rn w _� rn00 0 CD �P w N o -P o o m o N 950' 11" E 104.25' I L4 N I cn w NCA O C)O p C7) N U; C) -pt TI C O cn W O -P -j W N 0'50' 11" E 103.60' W ` ) - Cn Cp cn CDp 00 p I cD C) N o O cz 28' I 28' 102.95' 56' N (0'50'11" E 106.95' N) w 14 `'- z co CO cn c;a cn. � m rn v T' z w v 00 --------1 ti Z � �lo c' O N cco " L4 � IF 2o25-a2�t�'[6 � �O C)ri9�n0A O N O w SEE SHEET 10 Cl � co (Wp 1 m C7 0 _ N II I- O M ol ■ (n Oo mco RNW m C .19 N 0'50' 11" E 259.16' I C6 00 LOT "F" r v 1O _ _ N_0'50' 11" E 302.16' 259.16' _ 0.49 AC. _ _ _ I C_3 ' '---_ m CA N ROLLING RIVER WAY _ _ �v ;� _ 00 M N 0'50' 11" E 259.16' C4 1110 50.00' 50.00' 50.00' 50.00' 29.33' C5 ; 00 z Z � z 00 CD 00 CD 00 IQ ' Z 000 �iN cD L71 o (a O V cn W CD (n � W p CD cn W w � co cD I O cn W j I O CD cO i� � � C/) � ,p CA) � W N N j '1 m o N O O bo LTI O O C) -. O N N a) +i 00 _ N 2' 14'07" E 360.09' 50.01' 50.02' 50.01' 50.02' 50.01' --_ z yy z Z 0000 z z P cn W_ cn ON j W cn N -A y Cn Cn U'-_ N �► Cn Ln co y LP u' y cn g cn W -n t-Qo �„ oN N C37 w o �N cU', I__-- No --` r`' N �"', -A N -n N N � ~ 00 O 0 _, 4 00 _. O �, O Q 0 o C) P o Ch 91, 17.91' CA -' 50.01' 50.02' o J `DEN F 50.01 50.02' 50.01' CO m U: N N 2'14'07" E 365.05' wN w LOT rrgrr N v o 1.50 AC. r" M 00 m m U' 460.77' _ z cn 372.19' DESERT WASH WAY N 2.14'07" E 469.51' �+ N 40.99' , W C1 w --i Z 5. 78' N 603'31 50.01' N 2'14'07" E 372.19' O0 43.20' 53"12.62' 2B.371 837 07 50.' 0250.01' 50.02' 50.01' -1-" z �38. 41' 4. i i i= Cb z Z z Z Z C)`° Iq 00 O �4' j Cn N Cn Cn Cn o NC) N Cn C - cn COn Cn coop, COn �Q C,N 0 Q W O 1 Cn o O O U� 1113 CY p � G) Lo U) � C)o' CD o-- -rl m C/) rn o � O V o OLn O 00 _ --------------132.11--------------------- --- O --50.00' --- ------ 50.00- ----- ------ 50.00- ----- ------ 50.00'---------- 50.00- ----- ----- 50.00'-- N 0'56'22" E 1242.47' N O'56'22" E 2659.28' (N 0'56'23" E 2659.36' R1) Z IZ Cb CQ 00 CD o Cn Cn O cn N o_ oo CO rV o ' co m M. N 0 c)nc)nnn M cn 4�- CW N -. U; +; U; U, p CD N N cn N cn N V V r D C CND_ OOo C m w N N �I IV V W o O O Co N N o 0 CD p D O O O O O o c O O o o O O N w W ry 0 N CW o � � r m z O) rn in :,1 cD cD r M r �I r Cr r Cn r 1 -0. r W r fv r Z Z Z Z Z z Z Z Cb 00 M o co M P e w wcgyooC U; - O� cn CD CD CDcn 50 o �cocnoO'�o w � o � m m :::E ::E m p D 0 N N N c .W N CP j n M M M M M O Z 6 6 0 O O o N OOo+tOo m DO*ao �mmm 0 y��z Cl) O D ,-,70u)D D r 0�W0 2 �- zDM� Zz m 0 = C z o>MZ O -n°o„ O Z m0D> r- z (n -nOD� Z - D Ul ol 00m0 0 ZZ 0- -Gpzro � 0 0 n cn z Cl) C 0 0=0-' O -n � M-9Z� C. = 2 n M0�m M n z �=00 0 D p < ■ C Z M r om n0 O Z NCn czO z *Mm mm� 0 cn < C�0-1 -nDZ- " z -n CA - zmm� CA) 0 m D z z � xo0 pQz z;r,= m Z 0�- O O co -D -0 -n Cn z � mm0 r-- M C oo= 0 �-'M z w o0G D M Z p N M O rn CA M M i cn 2025 - 01717Iro � X m i m Z ch 0 O M -i cl)m m m = _ m m -I -4 N W 22;c)c?C-) nnc-)n�n C-)n P W N p co 00 V 6) Cn A W N O C) 4 O q cD CD CD O q CP U; q cn cn cn N -P-- -P -;+ -� CA C3i cn cn p W A N -P Cn (A CA c�.I V cn N N N m W -• O O N O O O W-P� -P IN -P V -P V cD O co_ Cn W 00 Cp 00 D C7 m N N N N fV IV Iv W W CA CA N CW W 00 00 00 00 0 O V N O N N V N O (Z) C) C) C) V V N m CDm m Iv m CDp D O O CD C) N N O O O O O O O O CD O O O O O C 0 0 0 0 0 0 0 0 0 0 0 0 0 o cn cn-P+�-I' cn cn W NC (-I 00 W W N N O cn O N V W O z IV W CD ll� 00 CT 00 Cn C:) CD CT V G7 rl Cn (.0 cn cn m � co - N M cD = I I I I �I I I I I I I 1 0 I 1 � 1 I 1 I 0---------------- I I I 0 i I Oo , I I 1 I I I I I I 00 -------- d � 1 d I ' 1 Y I 00 d 1 1 I I I I I 1 1 I -------------- I I I I 1 I I 1 I I I I i I I I I 1 I 1 1 I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I 30' I I I I I I 30' I I I 1 ' � � T21, _ 29 » E 201.59' -1 LOT I'D" w �' GYPSUM ' V COURT - N 8'06_27' E CA RAD - rri 28 28' crn rn N '6, z = 0o I � rri i+i co co Cn -F J II N o co 0 N 5'51'33" E RAD `. N 5*08'29» `---E 101.40' R ------- AD o - _ r ' c CO N p� cn O 5' I` C ' -- N 4'50'46" E RAD 100.95' E RAD CA Lnn 00 Nv N ( O m O 1` ' N 3-50#00" E RAD 100.90' N \\`.` N_ 3-25'09"_ E RAD cn r 00 ' N 4, co N O Cn 00 O �I TI O N 2'49' 13" E RAD 101.24, N 3'25'09" E RAD N © p cn n r- it co z w o _� w O 00 0 c/) 'mil a'_ -n o = cn - o r "_ N 1'48'26" E RAD 101.98' CD \\�, N 2'50'42" E RAD 00 - 00 to I' --- j r- _ _a rn co P v O r � +� C)�o N II W r N Ln Cn P cn m _ N --+ co - cn_ D -` W N o G' N 950'11" E 103.11' co co � \\\N 2' 16' 17' E RAD il r Cn O Iwl � c) L4 0o cn O (A cn � tp � O = N 950' 11" E 104,13' rn \\, N 1*43'01" E RAD r cn CQ j 1 00 0 D Wo N o (") -• o �' rn N 950' 11" E 104.65' \ N _1'09'46" E RAD �'- cn •� N - Cn W O WO O O N � M 71 N 0'50' 11" E 104.69' \\\ N 936'29" E RAD 30, -1 00 w 0 0 0 N 950' 11" E 104.00' O o �y u •`D I- O 52.00' 52.00' O{II N�IN N p V �o co CS co C)v � z 1 CA co N 3'10'51" E 52.04' O Cn 7 4I L4 N � C� r- Co I- 00 r- V r- O I- Cn r � r W r N '� � Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Do V O o 0 C) CX9 C 0 M M .� W W P P W G; cfl O N C e 00 c!� co V N 00 y C;; N• cq N cn O -P CD O' C) fV CW C4 Cn O � p V 02 O 00 CT c0 O Co 00 -I � Cn p .{a c0 -P Ui Iv -P -P cn C N O o - • O W C) 70 O � 00 V cc t C -' Co Ni N -. 00 p m m m m m m m m m o D g Lo N N N N N N cn N N N N O N N N N V 00 00 00 00 00 00 M 00 00 0o M -• -� Z O O O O O O O O O O O N O IV W P C7 O O O O O O O O O O N �I • O O m O N 950' 11" E 168.40' 52.00' 52.00' r 0 0 o N)) c W z 00 z z z z Cf 1 c� N -p cO O LOOD I Z I 00 CDD, I z 00 � 00 c0 r r Ti m -P �' co W co , y cn i cD i o4 cn I Cn co Is to cp 0 � Z � � cND { � °) N Iv 1 i N can Ul -I' tv „y o V7 P Iv ...Y. o Cfl �i Ln -* t -7-1 Qj 1 N I O O _ Jam` o w jo o to 0 0 o �7 24.58' IND 30.16' C9 1A=1'00'09" ,' o N L=52.00' �ti o 39.56' 52.00' 52.00' y r I O0 2'30'01" E 1 A=1' 39' 50" 54.74' 1� R=2972. 00' L=86. 31' ; 'r "E" N O'50'11" E 166.76' N 2'30'01" E 98.40' �`D LOT 43.65' - 54.75' 1 A=1' 39' 50" 0.54 AC. N 0'S0' 11" 43.02' R=3000 - _ 00 _ _ E 166.76' 0.63' 1 L-87.12 I N 2'30'01" E ;� a=1. 39' So" STONEY RIVER WAY o ? W 55.38' 1 R=3028.00' L=87.93' i N 950'11" E 166.76' v 40.13' 15.25' A=0'42'27' A=0'57'23" 52.00' 52.00' 52.00' _-L13\� L=37.39' ; L=50.54' rz \\\ 0�' I°o z cn I- I r :O p •Q \\ ftQ y I cq Z z x v C7 CT' V III' `YO \`\(� 1 N 00 00 cfl CR c�D• �' N cn I C O COp CD .P _ cn c„ cD Ln CD 00 O O C„I O N I O j W- �' W _a -P. W-L CA 1 'o w N �O iPh 70 � cn( �0 �� CD CD CD L14 O -n i o -n -Ti rn Z O N C� rn ' D c�D Dw0 z mew Cn 4�- N 1 n C ➢ -T-I o cep �a N cD p rn IN r z O� z Z N cn N rn pI I w 41.15' -P rn w LA co ca r 43.00' p I I H SEE SHEET 9 N 0'50' 11" E 264.61 52.61' 52.00' 52.00' 52.00' 50.00' 50.00' 50.00' 50.00' Z Iz Iz Iz co cD 00 ID 00 CO cCD _ � o O cncq O O p - --L o (A) IPp _1 CD p CA) --` � CD C) 4- CD (A) oo cn m -i 0 0 0 0 N O p C2 c� 0.00, 1 50.00' 118.01' N 950' 11" E 259.16' LOT 'IF" N _ 0'50' 11" E 302.16' 0.49 AC. 259.16' - ROLLING RIVER WAY N 0'50'11" E 259.16' cz 0) GJ w 52.00' 60.12' 64.40' cn co j cn Ul U) 0) -n 4 z w � v co rn cn 00 n7 o to p M cn � _ v N CO A=5'29'53" L.20' L=31.47' C7 N lr 02 I'.O 1 I� 1 Icn cn _ C6 i I 1 cN i (o I,r 1 1 C8 , w `9.31, ►i 00 CQ O O cD O N O O Z W It cn '1 ;C% rvi N = � a o � Cal I C2 h Y ONO jcco jv Y lo) Y - - --- C 1_ N 6_42 E_ 13=_ O0 Ito I ICA C3 ' I , N O N O WE c� cn ZJ C7 � rn C7 0 1 C it m o 00 O DO�oo rr-mmm D C z m -n<>D D z O 0�mo = zyM_ m 0 I ..ioz- C z ouLDZ n�Om O Z m0D-0 Z (n o -n > D CL'A M 0 0 0 zzvp N D-I m O z cf) m -iDw -i O o0U)D = v 0 mmi00 =�z0 O m C ��oC/ -I = n C,)Wi 0m m = omcoZ0 5g mm °(f) z CIII U)c 0Nz CA) O - z Z =0 < m -n mmn m < c: 0 M TYyz "z"ilz (n zrnm� CA) m 3� z z -i mo ppz 27, = m Z Oj_ O -o TI M Mm0 r co m Z1� 00_ TI 0 gym= z N o0G D m z N m 0 O m m i D c K m i x Z U) O ZO m--j �m Cn m m N cn cf) I , I r / I I 1 I I I j , ' .3rn ��(0m�n�11 C) o CD 00 V cn P CA W r1j 2 1 a,C�o,000,cnND t cn•���a, N CCn CC- I CC N_ Cn CN,W 00 I O - N �I CNn W O0 N ➢ C7 - - - c m N 00 N 00 N 00 N 00 N 00 CD 25 Iv 00000 0 0 0 0 0 5 0 0 0 0 p n 0 00000 0 0 0 0 o c N 0 0 0 0 0 _ ONO O N � W N c° tD W cNn ppo r v V -;�t O OO W '_ Z W N cD V ocDoovrncn-�•wN � z z z z z z z z z z �� w .�oorn.wCAmC4Cn oo Cq m o• o y w u ON c0 wP w:• O'n N m v O c IV 4� cn rQ -? -;, W Cn o W �7 fV �! O CD c i -P16 Ni CD IV C3) C/) m m m::E m m::E m::E m o D a -N-1 CD o 0 0 0-) Q) (A j co 0 o N OO OO CO V W m m V O cn W IV - z z z z z z z CD P• U; cq C9 ONO w CA Cn cn c Y' C1 a' � C) o o cn C. � (A � c ;;0 O � - m m m m M m o a g N N N N N N N U) D w oo w 00 00 M 0o z 0 C 0 0C 0 6 0C 6 0 0 6 0 m r ' 1 r I I 1 1 1 i 1 1 r 1 1 1 1 r I �? 1 1 CA: c� 1 I I I Q 00 0 N CAN �I TI Po p , CA I CO N (� can CA 00 ' v N ' co r- OIt �= N - coo I 00 d a -C A. w ! -N I OW r (� r oo N r- 1 00 I W O I � I O 1 ! -o M I Z IvJ r- c w� 1 CO 0 co ' m ,= N 1 I I I I I 1 I � I I � r I w� ' N o I I ' I s N , �--'-- --- , I 1 C 5, I I I p 1 1 w� 1 30' o 30 �, I 1 I N , I I I I 1 I 1 I 1 N SEE SHEET 12 cn E ` n 43 / - �: v o� C, op ' C) o� RAD _L 14 0 o.4 -" 4D 177 OrN o o/o o � _ • O c, m = v c, m , _ ti C)o 1-4 z V z I� o a A 00 la TI UI Co co _ c� °° : I r- O N 1522�59„ �� - __#--- � N E 135' 43' � L i 4 N C7 �1,-Pt z � .i N 15 22'59" o00 NJ o °w_0 f11045,C) 00 N 15. 2� 5 E C o" 11 p 4\5' 17, �8„ L 17 L 17 5 %rn ` R=97 N 15'_ 1.45 AC. 2g' 55.00'2 59" E 110.07, ire �` =_9_ 51' Sg„ v cr 50 00, T URQUO/S L=17220'00 LAKE d=17' 43' 0_1 " R_-j -- d 2• 37, LgNE 000.-00' L=309.22 L=4; 56 ' cn 23 [] 2• 47. 12„ 42 18 R=1028. 00OD 0)v L -:,5p 00, d_ 00 L =245. 90' o A - 27 30 cn CDCD (1;L =62. 05 oj o O -1 O > p OO (J7 I ` , T1 r' C- co v N 00 N -j N O C)0 L 13 o --_ N__g_53,44„ E r- r RAD'- 23.52' N 1522'59" ' S0. no z N W c cn .a O O j z cn 00 -i I O ro p rn too Cn 160.00, �N z CT co N Cfl rn oo cn � � O a 0 N 8'43,02" E 55.30, 140.58' 104.74' 85.28' 35.84' 0 o W cn / d=54 1- 46, .Ili`n ' �-- rC)O- N T21'29" E 4 6945' 1, C 1 N3 � 8 57',w �1 42•, 1 50.00t4 a 44.59' co N 7'21'29" ' LOT 42.1_ 2 - _ _ 69.451 E ; 203.59' Grp►► 1cO �, Al 71. 92' - ---- - �_ - _ 0 33-AC. r 89.55'� _ LA o_ ,01 N 7-21'29" E GYP ' o 2_ 46' 2592' 1 C11 SUM CO;:0URT � .41,� - - 51' 2 � iCb N N 00 r-- '- o it tv 0 o 001 N Cn C�j o V N) N o N cn I 1 SEE SHEET 10 C3 5 10 00' 1� ;z z m {_o z o -� -� w cq co 00 , I 0 Cn U) co E0al cn CD C11 m O V ,NV fV w L��� ,q 'a „LS,I9Z9 • ,L9'Z� Z 00 rn cc o � � O O N � O a 0 O 0 N 00 W CD C" Cn 1 o O0. -4 om W 0 �\ �.CY N Cn 0 to 0 w N N o o � 00 o -p r*M M N 2 M N 3'03'09" E RAD 122.17' C.4 `'l v L-4 z 00 �09 N� s `� V) 36.76' 1 50.04' 117.20 32.81' 19.23' 127,82' 40.58' N 0'50' 11" E 104.00' 52.04' 52.00' 52.00' 64.40' N 3' 10'51" E N 0'50' 11" E 168.40' - I N I W I U1 I V1 I to 4h. Ul O z Ut V co C,j OP C,.I ,V O Ui rn ZE 57 CD (n � N 1 1 SEE SHEET 10 202.5-621l`-�IG 0`L q� 0 N 0 0 cn � c7 � m n o c u n D o rm 0 DO*oo �mmm DC�Z I _ 7D o -n < (n D D _ Z � co CD �- m C) zDM� mm= m 0 70 m>M00 Z nm0m O Z m0D_ Z C/) �OZ� LTJ OOKO Z Z O r0 --I N D -{ C)0�D O om=0 r, 70 :5 O O m-n Z oo= 2 C cn MO�m m Z mmC) o CO _ IMZ0ln ■ C m 0Ncnz t� O — Z Z O .< -n ^^ L1/ mMM 0) < >�0� oyZO m CO 0 Z m Z zmm� m DZ2� CD :330* 0Oz z;r,,= m z O _. _ O C3 -0 -n mm0 r co m Z p 0 2 n ° :30m o mmZ m Z w o05 D M z m N 2 m 1 O rn cn 2 m I cn 20215 Or�a,na� m cn D C K m z O --I x zU5 O O M --j Ct)m m m m m cn m m � � N W I m D r � 30, Ifff 30' Un cri ' ' 00 w o 0o w ;, = �I N I C31 I 0 I 1� j--_-----N ---- I 00 L12 0 2pi E o �' I N 1458'36' E I 133.40' CO I (O I •' I I I I I 1 I I I I I I I I I I I I I I , 5' r�- I 11 r N) co coo O �'' 11 v N M co 00 U� _z OW n 0 I M o � J I I , I � L18 U .%r/� I Z I W oio I m re) c: Co z �± Nn w .7 D F o & o OD r O N D f✓.I � to += CO O (o cn W v rn 02 30' 30'I 1 N O N_ 15'23'21"_ERAD_ N 15'22'59" E 138.38' o N O NO N_ 14'30'05'_ERAD 137.77' N 15'22'59" E 152.77' m 0 0 m Z: cn N m m N m al N I m M jo C D r_ 1', m 0o m o Ln D r 1" E ---- L20 1g -- ----------------- ND �2 ------- , 00 0 \ N i 0,20_ E 0 O N n' N 1�?PO � p N 14758'36" E 133.40' N _14'58'36' RAD CO (D SEE SHEET 13 SEE SHEET 13 N 1 i ii i i if i N N 15'22'59" E 120.95' N 15'22'59" E 121.53' 28' 1 28' 56' 28' 28' 56' 0 m N o N N PO z N C/) 0 o 00 I m I z N 15'22'59" E 120.95' N 15'22'59" E 121.85' W 0 C, 00 4 00 � 41 L4 o -, Cn O ♦, D z 00 CA CD o cn (n co o N Iz rn J C - rrn 00I cc CA 0o O Ln--- O o z O (n a �_ r �0 PT1 rn v o 41. o� W (Dy o Ln - J O c° N 15'22'59" E 120.95' N 15'22'59" E 122.17' N O I Ln 00 O 0 I I m c`Dn N (CO„ N o m p I O O (D v 7 r (o r 00 r V r- O r- (n r -A r- (W r- PQ r - N O z z z z z z z z z z z z o cOOo, cn cn � c�a, 0W o o M m IV W W Iv W N N N (n W_. �I CA p N D n O O IVs cn O N O W L' L i O�-P: W (Ji 00 o s W s (o s �I s_ 6 s � N (Cs m m m rri m m m m:E :E m p D 0 (A iV N N N N N N tV �� N V) D O o 0)o0 01) 00 00 00 z 0000000oo)cniAND n 0 000000000co N N NP- P- I I'd z z z z z z z z z -Pt-q ocnoy(Wq� Mn CA CD 0 0 cn 0 rlo N cn 6) O CD 02 CAZJ O O 41 cn Cl Ln O (n -P O ;:a cn-;�0(fl0,�(no (n - - - m * m m m m m m m m p A D O 00 O co U'i -' Cn Cn 6> o N (n Ln O D z n Cn Ur P-Pt O 02-Pt 00 O m D- cn m cn D r C w O i------- L8 25 0 N 15'22'59" E 120.95' N 15'22'59" E 123.01' ("-- '; z O m 11 p p N Io N 1---- o o D --Ems' RAD (I�b � z m � r r'-II o C) r - r[�j'p W II n W- W L m I _ CO ImW -4- co=' CD 1 cn N a� ry � c P I ? _ oOO o V� O o 1-9 Z o Z 00 rn N co Z N N 15'22'59" E 120.95' N 15'22'59" E 135.39' w N� o cq �w w o , N 15'22'59" E 256.34' 1100 28 , , 28 � o 49' 56 0 z g � N o�ND w '1�'R �L7 aD>N -4 ,cn -------- r- m V w 0' \1117 lO N 15'22'59" E 110.45' ; A=7' 17' 28" R=972. 00' L=123. 69 -� A_ 6 p7' Sg `1 1 N 15'22'59" E 153.45' >, --��-- 43.00' 110.45' �' A=9' 51' 59 L=1�72 �0_ 22 - - - - - - - - L=239. 20 R=1000. 00 L=309 43.38' 110.07' A- 2' 18" A-17, 43, 01 I TURQUOISE LAKE LANE LOT "A" L_245 90' N p 1.45 AC. R=1028.00 A 49 40 li I A=13' 42' 18 L�i2.05 o w ti� 55.00' 50.00' A=2' 37' S6" A=2' 47' 12" A=3' 27 30 N' ' L6 L=47 23' L=50.00' n (n n n W n N") n -. O O O g N 0 00 o cam+ m s s � m CP (n Ln N �N O O-I 00 00 00 00 CD_ D v (o v-j cD (o o O o O (-- W rn o 0 o r ITi O W +t 02 _ li 00-------- � (C°o I 0) ~ 0) 0) O 1 SEE SHEET 11 SEE SHEET 7 N O Dwj 0 N 0 DO*CA D C O M<>D Z 0�mo = C- m C) �Zz� c m>m0 Z cn 0 -V mm0-n z O Z m0D> Z Cn Omz� CA -I 01 mrn00 n0K0 °ern C O x r ZZp0 m �ND-i o �7 Z cn Go -i O*�Z = 0 -C m a: „=6z0 O -n Cn cn --I = nCn M< m0 m m Z m m co 0 7J m MZOFn z C °CNOZ CA) O - Z z ° �*<m m n:�m 0) < r 0 � - m nDZQ Cn 7°OZTz � 0 Z. mm m m DZZ� cn m 0 0 0 z z;r\= m Z °i_ O 0 CD-0 -0 -n D D 0 mm0 r m y 1 C o0= O -n Z w ooC D M Z 0 N Cn U) m m N O cn m m U) m cn D C K m i m Z ch O z -I O m--j U)m Cl) m m m ci) cn -i -i N W I 4— I C/) D W j I N =o o Cl) v ap I v m 2g co C/)O I V rtD. I O ill � cVonN m N I N o 1 I to 00 I I I Cn � 00 1 p _... I I 00 I 1 � � I 00�` I o y� 0o :w I Irf co N 00 rn I I V I rI I w m i r rn rn rn N _ N 4�, m rn N Ln 2 6 �'s CD > w N00 O g 00. O1F' n cn -,n m N 15'22'59" E 310.49' A' 32.02' 80.00' 80.00' 118.47' 1a5.66' a► 94' N_ 19'28'23" E or: 00 N c" O �'C31 4 o -� o `vN w v o L4 �' �' N O : RAD �s � - ' �N o O -' W cn cn cn �s � CD w0 _ % ! NCOO cn � � � 38' 03" 18.19' C5 D,4� 22 5'11" E N_ 18'29'4 0� l=a N 25'40, ;80 39.69' 62.13' N40. 5 e=110• RAQ 6- 40.99E C1 N 15'22'59" E 101.82' C1 40.9 ?44g'S�.p9919. cr,.l � 3S382g" £ o�c?�op�'� �� N 15'22'59" E 297.72' 13.12' ``66,`SSz 98_00' i _ 160.02' - ' i^ 244.90' N 22'57'28" E ti LOT IIL" 0.41 AC MARBLE PEAK ROAD `a CO L4 N 15'22'59" E 191.90' ti 95.95' 95.95' NO L5 W Z a �00 o W o L4 _cn 00 z o � o w O N 15'22'59" E 135.82' N_17'09'53" E L4 RAD _N1_3'18'30"__EJ' RAD m o K Ln O N rn 00 00 D m w O D — N 15'22'59" E 137.75' ' m N_16'16'37" Z z o _E_RAD W Z V CA z � V m o v 0 o o Cn Ti oo Cn co N Ln co N O � 0 N 15'22'59" E 138.38' N 15'23'21" E RAD 30' 30' I I15' �----------- - --- 1 1 I N) 0 SEE SHEET 12 N o C4 N CO _ N W TI rn N 15'22'59" E 120.95' 1 N 15'22'59" E 121.22' W CP o �P rn z rn V w 0 N 15'22'59" E 120.95' N 15722'59" E 121.53' Cn 00 O 0 0 N N N � 39.70' 00 52.82' Cnl cr N co6O• yl w cn V rn L4co o I O 00 O CD O L4 C D rn Z oO N N � o C � D T— z � I poq O o v z Z 00 w o co v b o c�.a rn cn C0 I o CO c0 r� I� Ul O SEE SHEET 12 4p2.5� Odd M N 15'11'327 E 133.39' V N c0 0 U) 'n N 15*11'32" E 135.00' 0 °D N O 0 c„ N m N 15' 11'32" E 135.00' w rn N Ln N z V N rn N = N 00 rn 1 Co rn o 0 ' n --I 0q o _. -I-,- CD Iv O 0 D r m 4 O u 0 M. IV O (n (n •C-) r, w N -� N N 09 f N O 4 CJl '-Ao cD w c < rn 0 00o CD O CDC D O O O O O O N v r- z c0 N Ln O N w c0 V CAV 00 CD —OI r Q) r- Ln r- � r- w r- ko j z z z z z z P cn u; �cn 4t -P c0 M V N N v O N O ocncno4wc-)� CD (D cn_ CW Cn m m m m o D 0 poo rn coo rn z O O CO O o Co O 0 O 00 m M 2 0215 - 02-7 1-1-16 DO:�oo 0 DCVO ><(nD D Z --m0 = C- z > M m n z m>m0 z �mo-n O Z m0D- r- Z U) 0 -nOD7 m mo - z00 OOK 0 Z Z p 22 0 m m O Z C� n°cnZ = 0 o=o-1' m O cl) Uzm OLn n (p m0�m m Z m ?0W 0 _ 0 0 cZccn ■ C M oN�z O -n — z A) Z ���0� �O �m<-nC m m < m „yz- U) mzMz zrrnmc CA) v m Dzz� m O 0Oz z7\ = m Z 01- O O W�-u -n m mm0 rr- m z m m� Z_ N n G Om Z 0 N U) 2025 -02? 1-+IG Or Gvr1O�A IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 36365 BEING A SUBDIVISION OF A PORTION OF LOTS 3 AND 4 OF THE SUBDIVISION OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE AND MERIDIAN, AS SHOWN BY RECORD OF SURVEY ON FILE IN BOOK 1, PAGE 11 OF RECORDS OF SURVEYS, AND A PORTION OF SECTION 20, TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE AND MERIDIAN DN. 0.7' SHEET 14 OF 16 SHEETS h=2g31'54, -- L=934.46' ALL AS FILED IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNY, CALIFORNIA. SEE DETAIL "C" RA R=2400.Ou' -- - p AVEN�IE 649,8�--�-" t1=22 18 32 �- ' ON SHEET 16 RAN , , 5 E _ _ � i GRAND AVENUE DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING NOVEMBER, 2023 EXIST. G g/57-60. N 79024 71' - ---- c6 1 q SEE DETAIL "B" ON SHEET 16 --M---------- N 89'47'55" E 557.12' (N 89'48'30" E 557.47' R4) O N 89'47'55" E A4�GNS WIT" TRACT g0UN0ARY AVENGE W GRAN 57_60. SUPER R.S. 99 / ------ PER R.S. 9 65p.16_� E 633 N'i oo N J i ��� � __ p 10w N P - - - - - - - - - - - =` 1 DN. 1.0'--- --- 0„ E 404.8_-�_'�-----------�ROr��0% 2g3 �'--L=2 39----'---- -�- -- -! 29. -- - - - - , R4 ; - N 06 R=2324 00' --- L-281.76 )-�-. _ 53919 _. o y (p=10'45'45' _-R=1500. 00,-281.83 i _ - ��" N 89'47'S5" E E 2339.41' [1= - - - - - - - - - - - - -- 63.6 _ _ _ _ _ N 89'47'55° E 268.11' 15_--------------- _- Ln,I_ _ 229 _ GRAND AVE. �_� = X 02,1�' E N NORTH LINE,- �'�� = �' - C?�-- �- = 969.39' N 79 1 .6 J SECTION 29, I ��M TSS, R2W. z _ / SL'Y R/W GRAND AVE. 1 _ - 488.39' / `j A=10' 45 45' R=2600. 00' L= PER R.S. 99/57-60. 234.25' `V / 419.p0 �' � z wqGRAND AVENUE �// � /g N 7g22'10 E N WEST LINE, LOT 3 21 LOT "N" �0/ �o• / �`L SEC. 29, T5S, R2W 1.48 AC. / L=546.20 / 42 42 15 37" 13,_"" 27 fl=10' 25' S4 „ N '�, RPp- 00 OI N L10 C5 3: 1 --o1 NORTH LINE 8 C3 0_ SEE SHEET 15 1 z� 60 30 0 SCALE: 1 " = 60' 60 GRAPHIC SCALE 242 SEE SHEET 15 120 COURSE DATA # BEARING DISTANCE L1 N 5' 16'46" W 51.20' L2 N 49'13'45" E 21.68' L3 N 84729'00" W 61.38' L4 N 54'19'45' W 15.00' L5 N 89'52'33" E 14.98' L6 N 2'20'02" W 13.03' L7 N 5956' 12" W 35.69' L8 N 84'43' 14" E 40.00' L9 N 8'26'35" W 13.76' L10 N 89'47'56" E 42.01' L11 N 03'47'37" W 59.30' L12 N 06'45'20" W 56.02' L13 N 4720'02" W 29.45' L14 N 02720'02" W 16.52' L15 N 42'39'58" E 15.62' L16 N 55'21'55" E 26.61' L17 N 29'05'29" E 24.92' L18 N 02'20'02" W 28.31' L19 N 22'39'20" W 13.58' L20 N 11*57'27" W 52.97' L21 N 12'06'08" E 40.40' L22 N 05'52'25" E 24.98' L23 N 02'20'02" W 39.04' L24 N 48'00'07" E 139.94' L25 N 48'00'07" E 145.78' L26 N 00.07' 16" E 28.25' SURVEYOR'S NOTES SEE SHEET 3 EASEMENT NOTES SEE SHEET 2 m Sri 00 r- O b z CV Lq N O L5 238 L SEE SHE CURVE DATA # DELTA RADIUS LENGTH Cl 9'06'01" 300.00' 47.65' C2 02'12'04" 1530.00' 64.61' C3 0938'24" 1622.00' 18.12' C4 02' 15'09" 1530.00' 60.15' C5 01'42'02" 1622.00' 48.14' C6 05'58'29" 2400.00' 250.27' NOTE: 22 C4 IS TIE DATA ALONG THE EXISTING o 6, SL'Y R/W OF GRAND AVENUE PER o -' R.S. 99/57-60, TO THE NW CORNER `> O o - OF EASEMENT Q ao nuo M J Olp 23 �'� N O r4 I OPEN SPACE <0 24 241 J 00 5.01 AC. o , o ui 230 W o PARK/OPEN SPACELo 240 _ 4.83 AC. o z 0 1- O °'• N i� o co M o O W W p N 7448'2� CV ----- C) ��0'. ` 298.571 w N Z o N N o w N ON Y 210231 209 F- L, '2w 211 C 0-' - O 212 ^ 0 cr- - , , 68, 44822" W CD 170.70, 1 Ot J T 33" Al R=472.0N 0 -- 8Z'03'31" W I Mtij/r ' RAU O D L3 (ESMT.©TIE, ON EX. R/W) K: 171 .m 20 25 - 02-4 I-:� ISO Or k qN Y)ak a m C/) D C K m z O i x Z ch / O 0 Cn m---- /-------- cncn cn — / m m / f_ cn Cl) M � � ------------------ N 907'34" W N _26'59'08" E o RAD L5 � c: L7 m r z m z m m N M V) K m z O O SEE SHEET 12 N 01) L m m 0 r ---------------- 21LEON ROAD .02' (N 0'07'27" W 2657.09' R1) N 0'07 34 W 668.30 602.73' 547.44' I i -1---------------r 120.86' C4 O — — — ---- LEON ROAD _ � CTt LOT "M" 0.92 AC. - L13 � � 30' N 2'03'S6E 340.25' N 0'07'27" W ' 154.00' `7 �o — —-;----L$-----Ills — — — �� Q NS) t l c� L 11 L9 g m r O O N 0'07' 16' W 875.69' 847,44' omo 00 cn rn m 30' I 31' 46' 00 I o I I I I Ln v -� cr cn m m ------L3------I� m 1 10 Z I cn,q J� I Nc Ln I zcn z 100w r O o IooN i. O D I� I Z z tn, ' m^ I cn cn = m J 00 C toj M z CA -- C u m o c0 i CD p� 02 ll ' W I. Oq Ln C) m C)I w I C'I O OCD 'V LnCD I. IN C) N � rn � w C N 402.15' N 815 �$_ %---- N 00 cn rn M N O S rn �P rn 00 T m Dx m Cn 7071 C) CD Co ;:o cn D �z �O � D (::):z C m I I I I il0zm cn ;ICn 11 it=m I ;Imy 05 I I w O 1- c� N � m n C)- — — N n Drn m CD N 0 a n C-) n nlnl2l=*= m --_A m cn InIn -p- C4 N) O N N �.l CTt QJ y r O P Ln Ln CA D C7 m � � - ;;a 0 ,I — v N �I 0 D 0 0 0 0� 0 - C Cn O cfl � o oo � Co _n m v CD O (A CW IV O cn m n CD CD 0r0 v M Ln rP Gri N Z Z z z z z z z z ooOmCD CD m -P M N O q CO O q Cfl .ps D CD C-� CD v CD v cn N C)Cn v O N cn N cn O D> O m rn = v = N" �! IA w N �! ? o cn N—� C% � m m m m m CD 1> D O c.,JClMC,.,+1+1-��-P n co CD O O C0 O O CO n c cn O 0 00 o O oo m r r j r C.,, Iv O z z z z C) CD -P, w Co 0 oq rn Co 0 00 C:,P CW 00 cn N Z p C N c-1,0 O Cam/) m m m m 0 D g 0 o o o N y -P� Ln CDwc�000 z M > 0 * m 0 U>) ) D -n cf) z- omWm - 2 > MM Q m C7 Z C 2 mDo0 Z 0�ou m0D- O Z > Z CA mOz � m -� 00 � mm00 nn-i�0 .� OC-M„ zzz00 -I m zc o*U)z 0 M20 � m=z 0 n 11 O W -I Om�mc (� = m O '< m m C) �mmg mZ0(/) O C 0N�z CA) O — z Z �� ��< c�cmnmm 70 ��o� m -n D Z ,Z�7Z CA Zmmo CA) m DZZ-I � mo 0 0 z z;r,= m z pi_ (on O W -u -u n cn K mm0 r m zi= O m KO 7o m z W oC)b D M Z 0 N m m Ul 0 0) m m -I 2425- 0277 t--?-I Co `L �- ok 9\ n0.J �o a� 80 40 0 SCALE: 1" = 80' 80 GRAPHIC SCALE 160 240 FD. 1" I.P., OPEN, DN. 2.0, IN LIEU OF 1" I.P. LS 4437 PER P.M.B. 85/36, FITS TIES PER C.R. 14-1071, ACC. AS NW COR. SEC. 29, SET TAG L.S. 8554. IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 36365 BEING A SUBDIVISION OF A PORTION OF LOTS 3 AND 4 OF THE SUBDIVISION OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE AND MERIDIAN, AS SHOWN BY RECORD OF SURVEY ON FILE IN BOOK 1, PAGE 11 OF RECORDS OF SURVEYS, AND A PORTION OF SECTION 20, TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE AND MERIDIAN, ALL AS FILED IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNY, CALIFORNIA. DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING NOVEMBER, 2023 R.S. 99/57-CoSCUo ------- 42 ----------IL$24Z557-E -2686.4 557.12' � '-�' - - - - - - _ I � MO I Q 0� OMCD CD10 I � z 3 O I J M O b Z 30.00, COURSE DATA # BEARING DISTANCE L1 N 89'47'55" E 34.30' L2 N 00'56'22" E 30.01' L3 N 89'47'55" E 25.68' L4 N 89'47'55" E 41.15' L5 N 89'47'55" E 301.94' L6 N 79'02'00" E 16.45' L7 N 10'58'00" W 30.00, L8 N 00'56'00" E 30.01' CURVE DATA # DELTA RADIUS LENGTH C 1 06'00'34' (05'59'09" 1430.00' 1430.00' 149.98' 149.40'R5 C2 10'45'55" 10*45'45" 1500.00' 1 1500.00' 281.83' 281.76'R4 00 Qd W=� t!? b NO SEE DETAIL "D" HEREON ------------- 1 DN. 0.7' - - o M 0 SEE DETAIL "B" HEREON ------------- DN. 1.0' Q - �, N 89'47'55" E 969.39' 30.00 FOOT RIGHT-OF-WAY IN FAVOR OF RIVERSIDE COUNTY PER DEED RECORDED AUG. 1, 1974 AS INST. NO, 97800, O.R. DJ0.7'HELD FOR LINE ONLY N 89'47'55" E8T47'55" E 557.12' 1.03 DETAIL "B" N.T.S. HELD FOR DN. 1.0' LINE ONLY 1- N 79'02'06, E C2 N 79 0202_ - -_-----4--- DETAIL "C" N.T.S. LL�OO T 4 CENTERLINE ESTABLISHED BY HOLDING FOUND MONUMENTS FOR TANGENTS, AND HOLDING RECORD RADIUS BETWEEN TANGENTS SEE DETAIL "C" HEREON R.S. I/H CENTERLINE ESTABLISHED BY HOLDING FOUND MONUMENTS FOR TANGENTS, AND HOLDING RECORD RADIUS BETWEEN TANGENTS. SHEET 16 OF 16 SHEETS ------------------------------------ --- DN. 0.7' N 79'02'00" E HELD FOR 1 0.21' - - - -- LINE ONLY 31' 54" R=1500.00�-- N 79 02'00" E 46.96 - - 56---- -- ------------------- ----------- ------ . - 65p 16 �--• 6a=- DETAIL "D" N.T.S. SEE DETAIL "D" HEREON I _ ; 00 mcr- J ---- - --c�------------------------- ---- ----------------------------------------- N 89-47'55" E 268.11' 160.65' HELD FOR 1 DN. 0.5' _LINE ONLY d 28•� ; \ -.� R,15p 1 54" ,At 065,06" W ��\0 L,746 96 0 \ \ ��1\\ 71.26'0 b \ \ � 11777'6 W � ---------------------------------------- GRAND AVENUE A=28' 31' 54" R=1500.000 L=746 __ ---- (A=28' 30' 21" R=1500.00' 96' ' - L=746.28' R4 A=28' 31; 54" R=1470.00' L=732. 02' ) (A=28' 30 21 R=1470.00' L=731, 35' R5) TRACT BOUNDARY ESTABLISHED 30.00' FEET SOUTH OF ESTAB. CENTERLINE. DETAIL "E" N.T.S. SEE DETAIL "E" HEREON Q1 DN. 0.5' \ SEE DETAIL I i "F" HEREON \ -I---------- ----- 1 DN. I 0.7' 11�7,7??6'p6ry 01 W 11N7?68.31, i1 !8 92" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1022.39' N 89'4755" E 2686.42' (2686.18' R4) R.S. 1/11 d-i 7226'06ry 11j77, W ' G, \ \ R j4 45'5g" - Op 00, 7� 28'0� � G,434. 11, ti HELD FOR 1 DN. 0.7' \ LINE ONLY DETAIL "F" N.T.S. FD. 1" I.P., OPEN, DN 0.2' IN LIEU OF 1.5" I.P. W/RIV. CO. SUR. TAG PER CO. SUR. MAP 828-H, ACC. AS S1/4 COR., SEC. 20 PER R.S. 99/57-60, SET TAG L.S. 8554. N 11'33'2U' E RAD. 7'4451 4'34„ 1400.00' L=434.11' - - 400.00' _L_ 433.54' L1 224.55' FAVOR MIT 330.00 RIGHT-OF-WAYR VERSIDEOCOUNTY PER DEEDNRECORD DF AUG. 1, 1974 AS INST. NO. 97800, O.R. N 89'47'55" E 300.00' I SEE DETAIL "A" ON SHEET 3 -------------- L4 a L3 J. w N � Lo n b N O r z I 1