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mb494_010-021ZOZ3 -O 37880� Ono,i��l \o 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 "I", PALOMAR STREET, STARBUCK CIRCLE AND WASHINGTON AVENUE. THE DEDICATIONS ARE FOR STREET AND PUBLIC UTILITY PURPOSES. AS A CONDITION OF DEDICATION OF PALOMAR STREET, WASHINGTON AVENUE AND STARBUCK CIRCLE, THE OWNERS OF LOTS 1 THROUGH 10, 20, 21, 38, 39 AND 115 THROUGH 117, 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. WE HEREBY DEDICATE TO THE CITY OF WILDOMAR THE STORM DRAIN EASEMENTS, LYING WITHIN LOTS 106 AND 107, AS SHOWN HEREON FOR DRAINAGE AND MAINTENANCE PURPOSES. IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA T ACT NO. 31896 BEING A SUBDIVISION OF PARCELS 2,3 AND 4 OF PARCEL MAP 8828, AS FILED IN BOOK 43, PAGE 99 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALFORNIA, TOGETHER WITH A PORTION OF BLOCK "M" AS SHOWN BY MAP ON FILE IN BOOK 4, PAGE 174 OF MAPS; RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, LYING WITHIN SECTIONS 1 AND 12, TOWNSHIP 7 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN. DARYL J. CHRISTIAN, L.S. 8554 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 l ) ) SS COUNTY OF ',jy-eY1ssciP ) MDS CONSULTING JULY, 2023 ON 20U , BEFORE ME, 6iiAWA NOTARY PUBLIC, PERSONALLY APPEARED .y\nj '�jr I . N ) _ear14 WHO PROVED TO ME ON T BASIS OF SATISFACTORY EVIDENCE, TO BE THE PERSON. WHOSE NAME( IS/A)it SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HA/SHE/TPXY EXECUTED THE SAME IN 91S/ HER/T4jZ AUTHORIZED CAPACITY(K, AND THAT BY FX/HER/TFU SIGNATUREN ON THE INSTRUMENT THE PERSOgJ ), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON ACTED, EXECUTED THE INSTRUMENT. WE HEREBY DEDICATE TO THE CITY OF WILDOMAR, LOT "J" FOR OPEN SPACE, DRAINAGE AND MAINTENANCE PURPOSES. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF WE HEREBY RETAIN LOTS "L", "M" AND "W, AS SHOWN FOR OPEN SPACE, AND WATER CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. QUALITY PURPOSES FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS AND ASSIGNEES. WITNESS MY HAND WE HEREBY RETAIN wT51l8,YAN0ZA68H0yc M feR I-PA:EA9v PFAI4� FdRFa9Vj, MY PRINCIPAL PLACE OF BUSINESS IS IN PvR1lt06011.E BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT MAP. SIGNARAEU COUNTY WE HEREBY RETAIN LOTS "N" THROUGH �", INCLUSIVE, AS SHOWN FOR OPEN SPACE PURPOSES FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT MAP. D.R. HORTON LOS ANGELES HOLDING COMPANY, INC., A CALIFORNIA CORPORATION SIGNATURE OMISSIONS PURSUANT TO SECTION 66436(a)(3) OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING OWNERS OF EASEMENTS AND/OR OTHER INTERESTS HAVE BEEN OMITTED, AS THEIR INTERESTS CANNOT RIPEN INTO FEE. SOUTHERN CALIFORNIA EDISON COMPANY, HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES RECORDED NOVEMBER 23, 1993 AS INST. NO. 467728, O.R. SOUTHERN CALIFORNIA EDISON COMPANY, HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES RECORDED APRIL 18, 1974 AS INSTRUMENT NO. 45519, O.R. SOUTHERN CALIFORNIA EDISON COMPANY, HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES RECORDED AUGUST 13, 1974 AS INSTRUMENT NO. 104019, O.R. SOUTHERN CALIFORNIA EDISON COMPANY, HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES RECORDED JULY 17, 1972 AS INSTRUMENT NO. 93734, O.R. SOUTHERN CALIFORNIA EDISON COMPANY, HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES RECORDED AUGUST 13, 1974 AS INSTRUMENT NO. 104020, O.R. SOUTHERN CALIFORNIA EDISON COMPANY, HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES RECORDED NOVEMBER 4, 1974 AS INSTRUMENT NO. 142224, O.R. SOUTHERN CALIFORNIA EDISON COMPANY, HOLDER OF AN EASEMENT FOR ELECTRICAL SYSTEMS, COMMUNICATIONS SYSTEMS AND INCIDENTAL PURPOSES RECORDED AUGUST 13, 1992 AS INSTRUMENT NO. 301999, O.R. SOUTHERN CALIFORNIA TELEPHONE COMPANY, HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES RECORDED FEBRUARY 19, 1936, IN BOOK 265, PAGE 512, O.R. PRINT N*ME MY COMMISSION EXPIRES 202(0 CITY ENGINEER'S STATEMENT: THIS MAP CONFORMS TO THE REQUIREMENTS OF THE SUBDIVISIONS 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 NO. 31896 AS FILED AND APPROVED BY THE CITY OF WILDOMAR CITY COUNCIL ON AUGUST 9, 2017 THE EXPIRATION DATE BEING FEBRUARY 9, 2024. DATED: �� 1l ?3 C2� DANIEL A. Y RICE 43212 , CITY ENGINE CITY OF WILDOMAR Q tOFESS/ON A . y0 , <8` z a No. 43212 A * CIV %\- �grFOFCAv-* CITY SURVEYOR'S STATEMENT: I HEREBY STATE THAT I HAVE EXAMINED THE WITHIN MAP OF TRACT MAP 31896 AND I AM SATISFIED THAT SAID MAP IS TECV4ALLY CORRECT. DATED: 4 2.1 J• 23 Q�, BY DANIEL YOR , P.L.S. 7962 CITY SURVEYOR, CITY OF WILDOMAR 0,t4 LANOs yy� A. y G'Pit 0 IL e \�OF CALIF°/ CITY CLERK'S STATEMENT: I HEREBY STATE THAT THE CITY COUNCIL OF THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BY ITS CITY CLERK, HEREBY ACCEPTS THIS TRACT MAP AND ACCEPTS THE OFFERS OF DEDICATION MADE HEREON OF LOTS "A" THROUGH "I", PALOMAR STREET, STARBUCK CIRCLE AND WASHINGTON AVENUE, FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES, AND AS PART OF THE CITY MAINTAINED ROAD SYSTEM, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH CITY STANDARDS. THE EASEMENTS FOR STORM DRAIN PURPOSES LYING WITHIN LOTS 106 AND 107, AS SHOWN HEREON. THE OFFER OF DEDICATION OF LOT "J", AS SHOWN HEREON FOR OPEN SPACE, DRAINAGE AND MAINTENANCE PURPOSES. DATE: VILIM' 2023 0�� R 0, R V,i.tI. R � CITY CLERK JANET MORAY ct•t'Y G af?j<, CITY OF WILDOMAR, RIVERSIDE COUNTY, CALIFORNIA RECORDER'S STATEMENT SHEET 1 FILED THIS DAY OF , 20� AT�. IN BOOK 43�t OF MAPS, AT PAGES 10 -Z- AT THE REQUEST OF THE CITY CLERK OF THE CITY OF WILDOMAR. NO. Z3 - 03�886 FEE 3 •'' PETER ALDANA, COUNTY ASSESSOR -CLERK -RECORDER BY:(-(.9�DEPUTY SUBDIVISION GUARANTEE BY: FIRST AMERICAN TITLE COMPANY SURVEYOR'S NOTES: OF 12 SHEETS I, DARYL J. CHRISTIAN , A LICENSED LAND SURVEYOR OF THE STATE OF CALIFORNIA, HEREBY STATE THAT THE SURVEY OF THIS SUBDIVISION WAS MADE BY ME OR UNDER MY DIRECTION ON JULY 30, 2021 AND THAT SAID SURVEY IS TRUE AND COMPLETE AS SHOWN; THAT MONUMENTS OF THE CHARACTER INDICATED HAVE BEEN SET OR FOUND AT THE SUBDIVISION BOUNDARY CORNERS AND I WILL SET ALL OTHER MONUMENTS OF THE CHARACTER AND AT THE POSITION INDICATED BY THE LEGEND IN THIS MAP WITHIN THIRTY (30) DAYS AFTER COMPLETION OF THE REQUIRED IMPROVEMENTS OR WILL BE IN ACCORDANCE WITH THE TERMS OF THE MONUMENT AGREEMENT FOR THE MAP, AND SUCH MONUMENTS ARE OR WILL BE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. I HEREBY STATE THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE APPROVED OR CONDITIONALLY APPROVED TENTATIVE MAP. P,L LA1vI DATE: ChR�z T-) L *LS 8554 DARYL CHOTIAN S.* 8554 EXP. 12/31/24 �� EXP.12/31/24 9T O� For CALF HEREBY CER THAT A BOND IN THE SUM OF $ fHAS �N EXECUTED EXECUTED AND FIL WITH THE BOARD OF SUPERVISORS OF THE UNTY OF RIVERSIDE RIVERSIDE, CALIFORNIA, DITIONED UPON THE PAYMENT OF TAXES, STATE, COUNTY, MUNICIPAL OR LO AND ALL SPECIAL ASSESS SS COLLECTED AS TAXES, WHICH AT THE TIME OF FILING HIS MAP WITH TH OUNTY RECORDER ARE A LIEN AGAINST SAID PROPERTY BUT NOT Y AYABLE 7SAID BOND HAS BEEN DULY APPROVED BY SAID BOARD OF SUPERVISOK DATED: PHEW OR SURETY TAX BO JENNINGS COUNTY TREASURERffAX COLLECTOR 0 , DEPUTY YET TAX COLLECTOR'S CERTIFICATE IN EXCLUDES ANY ASSESSMENTS NOT 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, -N TM CERTIMAIPION EXCLUDES ANY SUP AL TAX ASSESSMENTS NOT YET DATED:FX F M13E(t. Zk i2aZ.3 E EXTENDED '� (zD OR SURETY TAX BOND MATTHEW JENNINGS COUNTY TR %R/TAIX COLLECTOR BY: '� , DEPUTY SEC. 12, T.7S., R.4W., S.B.M. zOZ3 C1 ri ,9i1�1 CURVE DATA # DELTA RADIUS LENGTH Cl 01'38'51" 5679.65' 163.31' C2 01'56'07" (01'56'37 5779.65' 5779.65' 195.22' l97.74' R4 C3 05' 15'39" (05' 15'37" 548.20: 548.2050.33' 50.34' 134 C4 2945'20" (20'45'16' 388.10' 388.10' 140.59' 140.59' R1 C5 103'57'48" (103'58'21" 48.00' 48.00' 87.10' 87.10' R1 C6 01'49'32" 5679.65' 180.96' R4 CURVE DATA # DELTA RADIUS LENGTH C7 69'53' 10" (69'52'56" 603.20' 603.20' 735.75' 735.71' R1 C8 62' 19'21" 62'19'21" 358.10' 358.10' 389.52' 389.52' R1 IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 31896 BEING A SUBDIVISION OF PARCELS 2,3 AND 4 OF PARCEL MAP 8828, AS FILED IN BOOK 43, PAGE 99 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, TOGETHER WITH A PORTION OF BLOCK "M" AS SHOWN BY MAP ON FILE IN BOOK 4, PAGE 174 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, LYING WITHIN SECTIONS 1 AND 12, TOWNSHIP 7 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN. DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING JULY, 2023 C OF PALOMAR STREET FD. 1" I.P., W/NAIL & ESTABLISHED FROM FOUND TAG, LS 3698, DN 0.5' MONUMENTS ALONG WESTERLY R.O.W. PER P.M.B. 43/99 PALOMAR STREET _ N 4718'42" W N 4T 18'4 W T 159. 4' 115g9.39'4 - =71-. Z9'- 2. R FD. 3/4" I.P.-4 (271.02' R4) N 49' , 42TW 683.36 C; HOLLOW I (N 49'1901" 683.74' R4) FD. 1" I.P. W/NAIL AND I ' TAG, LS 3698, FLUSH PARCEL �AP 8828 PER P.M.B. 43/99 I ' P.M.B. 43/99 ' �rn ' FD. 1" I.P. W/NAIL AND TAG, LS 3698, DN 0.20 LEANING I W PER P.M.B. 43/99 ' PAR. 1 t co PAR. 2 PAR. 3 ' �z o� FD. 2" I.P. W/NAIL AND TAG LS 3698, UP 0.20 d-� FD. 3/4" I.P., NO TAG, UP 0.2'-`- t ACC. AS ANGLE PT. PAR. 4 PER P.M.B. 43/99, SET TAG LS 8554. rn FD. 1" I.P., W/TAG L.S. 3698, UP 0.3', ACC. AS BC, PAR. 4 PER P.M.B. '43/99 wl R� �I o< o in FD. 1" I.P., W/TAG L.S. 3698, :-I� o ��'.'► UP 0.3', ACC. AS ANGLE PT. ZI PAR. 4 PER P.M.B. 43/99 -� - C2 i"- C I � N 43717'3S' E RADJ SEE DETAIL "A" FD. 1" I.P., W/TAG L.S. 7131, FLUSH, ACC. AS E.C. PER R.S. 107/83 C6 -- Cl 4, N 44'56'24" E �Slr6> I &ry RAD ly S ,--FD. 1" I.P., W/TAG L.S. 3698, DN 0.3', ACC. AS ANGLE PT. L2 PAR. 4 PER P.M.B. 43/99 OSyO�L �L S b^ zt10 lz- BOUNDARY SURVEY SFN, EST. BY 21 INTERSECTION FD. 1" I.P. W/NAIL AND \ TAG, LS 3698, FLUSH, PER i r`�\RS. 153/28 & P.M.B. 43/99 SCALE: 1 " = 200' GRAPHIC SCALE \\ �o M La �z= co PARCEL 1 N ' PARCEL MAP 29005 ? C) m SFN, EST. AT REC. Z g' P.M.B. 197/1-3 ANGLE PER RS 153/28 l � zati '�-- SFN, EST. AT REC. ANGLE PER RS 153/28 N 69'00'27" E RAD SFN. EST. AT REC. I R.S. 153/28 c8\/ ANGLE PER RS 153/28 FD. 2"x2" W/TACK, FLUSH, C4 �� N414 54 3"w ACC. AS NW COR. PAR. A L3 - 5 5 2424'27� (724.06' R1� PER LLA 4447, PER R.S. 153/28 J -� ' (515.03' R1� wASH�NGTON AVENUE LLA 4447 o b �S D. S&W. LS4741. FLUSH. Coco 2 002 555294 L5 ACC. AS R INT. WASHINGTON AVE. LAURAD PER M.B. 275/1 5 PAR. A FD. 1" I.P., W/TAG L.S. 3698, DN 0.3', ACC. AS ANGLE PT. PAR. 4 PER P.M.B. 43/99 SFN, EST. AT REC. ANGLE & DIST. PER R.S. 107/83. N 44'53'26" W 862.19, 3'10 W 86 1 52.19' R1 SFN, EST. AT REC. -' DIST. FROM N'LY MON. PER R.S. 153/28 N ?6. SFN, EST. AT REC. I iN 2�2�46"�3 w ANGLE & DIST. PER R.S.107/83. I R2J I I w 906 9p8 I 6¢ 64, I R2i LLA 4447 DOC. No. 2002-555294 �� SEE DETAIL "B" PAR.B K CO - iN N coo z cv) i� Um ?m `~ U S a DETAIL "A" I N.T.S. RANCHO SANTA ROSA7 FD. 2 I.P., W/TAG L.S. 7131, FLUSH, ACC. AS MOST S'LY COR. BLK. M, RANCHO SANTA ROSA PT#8-RANCHO TEMECULA PT#7 PER R.S. 153/28 & R.S. 107/83. COURSE DATA # BEARING DISTANCE L1 N 36'29'28" E 100.70' N 3630'00" E 100.69' R4 L2 N 44'53'26" W 34.11' (N 44'52'56" W 33.56' R4 L3 N 41'44'53" W 127.96' (N 41'45'08" W 127.95' R1 L4 N 5954'59" E 126.50' (N 5955' 10" E 126.50' R 1 L5 N 3T05'01" W 19.93' (N 39'04'50" W 19.93' R1 L6 N 2934'28" E 199.47' (N 2934'13" E 199.59' R1 L7 N 41'44'53" W 209.03' N 41'45'08" W 209.03' R1 SHEET 2 OF 12 SHEETS SURVEYOR'S NOTES: INDICATES FOUND MONUMENT AS NOTED. O INDICATES SET 1" I.P. TAGGED LS 8554, FLUSH. 1" I.P. TAGGED L.S. 8554, FLUSH, OR SPIKE & WASHER, STAMPED L.S. 8554 IN ASPHALT, OR LEAD, Q TACK AND TAG L.S. 8554, FLUSH IN CONCRETE, TO BE SET AT ALL LOT CORNERS. ALL MONUMENTS SET ARE PER RIVERSIDE COUNTY ORDINANCE 461.21, AND THE MONUMENTATION AGREEMENT FOR THIS MAP (R1) MONUMENT INDICATES AND RECORD RECORD DATA DATA PER NOTES: R.S. 153/28 (R2) INDICATES RECORD DATA PER R.S. 107/83 (R3) INDICATES RECORD DATA PER PM 29005, P.M.B. 197/1-3 (134) INDICATES RECORD DATA PER PM 8828, P.M.B. 43/99 (R5) INDICATES RECORD DATA PER TR 23187-2, M.B. 309/63-72 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY ARE BASED ON THE RANCHO LA LAGUNA LINE AS SHOWN ON TRACT NO 23187-1, FILED IN MAP BOOK 280, PAGES 35 THROUGH 37, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 5(756'15" E. TEOAT SPIKE NO HEAD, BENT , LOCATED CENTER OF SHAFT AT BASE, PER R.S. 153/28. WASHINGTON AVENUE -- N 41'44'53" W 724.27' 724.06' R1j_ -�- (209.03' M&R R1) o M C? L3 79.67' FD. NAIL &TAG, E.M.W.D, LS 4547, IN TOP J DOCUMENT NO. OF PILASTER PER M.B. 309/63-72. 2011-0103417 En REC. 3/7/2011 � co w �s 2.0 Lo r L5 0/ Z . . IN C-- �0 of r- co w w in w '-' a e- LO to Lo'� 0 b 'n z Loz z 1 DETAIL "B" N.T.S. IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 31896 BEING A SUBDIVISION OF PARCELS 2,3 AND 4 OF PARCEL MAP 8826, AS FILED IN BOOK 43, PAGE 99 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALFORNIA, TOGETHER WITH A PORTION OF BLOCK "M" AS SHOWN BY MAP ON FILE IN BOOK 4, PAGE 174 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, LYING WITHIN SECTIONS 1 AND 12, TOWNSHIP 7 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN. DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING JULY, 2023 1 INTENTIONALLY OMITTED. 22 SOUTHERN CALIFORNIA EDISON COMPANY, HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES RECORDED NOVEMBER 23, 1993 AS INSTRUMENT NO. 467728, O.R. 3 INTENTIONALLY OMITTED. A4 SOUTHERN CALIFORNIA EDISON COMPANY, HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES RECORDED APRIL 18, 1974 AS INSTRUMENT NO. 45519, O.R. A5 SOUTHERN CALIFORNIA EDISON COMPANY, HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES RECORDED AUGUST 13, 1974 AS INSTRUMENT NO. 104019, O.R. PLOTTED EASEMENTS A6 SOUTHERN CALIFORNIA EDISON COMPANY, HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES RECORDED JULY 17, 1972 AS INSTRUMENT NO. 93734, O.R. A7 SOUTHERN CALIFORNIA EDISON COMPANY, HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES RECORDED AUGUST 13, 1974 AS INSTRUMENT NO. 104020, O.R. A8 SOUTHERN CALIFORNIA EDISON COMPANY, HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES RECORDED NOVEMBER 4, 1974 AS INSTRUMENT NO. 142224, O.R. A9 SOUTHERN CALIFORNIA EDISON COMPANY, HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES RECORDED AUGUST 13, 1992 AS INSTRUMENT NO. 301999, O.R. 10 COUNTY OF RIVERSIDE, HOLDER OF AN EASEMENT FOR PUBLIC ROAD AND DRAINAGE PURPOSES, MAY 17, 2000, AS INSTRUMENT NO. 2000-186717, O.R. 11 COUNTY OF RIVERSIDE, HOLDER OF AN EASEMENT FOR PUBLIC ROAD ROAD AND DRAINAGE PURPOSES, JULY 6, 2000, AS INSTRUMENT NO. 2000-261351, O.R. SHEET 3 OF 12 SHEETS 12 SOUTHERN CALIFORNIA TELEPHONE COMPANY, HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES RECORDED FEBRUARY 19, 1936, IN BOOK 265, PAGE 512, O.R. CANNOT BE LOCATED FROM RECORD INFORMATION 0 CITY OF MURRIETA, HOLDER OF AN EASEMENT FOR STREET AND UTILITIY AND INCIDENTAL PURPOSES, RECORDED JUNE 11, 2002, AS INSTRUMENT NO. 2002-316302, O.R. 14 ELSINORE VALLEY MUNICIPAL WATER DISTRICT, HOLDER OF AN EASEMENT FOR WATER PIPELINE AND INCIDENTAL PURPOSES, RECORDED AUGUST 25, 2023, AS INSTRUMENT NO. 2023-0253056, O.R. 0 SOUTHERN CALIFORNIA EDISON COMPANY, HOLDER OF AN EASEMENT FOR OVERHEAD TRANSMISSION LINES AND INCIDENTAL PURPOSES, RECORDED DECEMBER 6, 2013, AS INSTRUMENT NO. 2023-0363133, O.R. OA INDICATES CITY OF WILDOMAR EASEMENT FOR STORM DRAIN AND MAINTENANCE PURPOSES, DEDICATED HEREON. 1 UNAF HIU bUALL \ �j V IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 31896 BEING A SUBDIVISION OF PARCELS 2, 3 AND 4 OF PARCEL MAR 8828, AS RILED IN BOOK 43, PAGE 99 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALFORNIA, TOGETHER WITH A PORTION OF BLOCK"M" AS SHOWN BY MAP ON FILE IN BOOK 4, PAGE 174 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, LYING WITHIN SECTIONS 1 AND 12, TOWNSHIP 7 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN. DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING JULY, 2023 SHEET INDEX MAP / 5 10 \0 1 ♦ 8 6 11 7 12 c� E I 6 y 29 13 LOT L / 85 86 87 �� 12 \ 118 icy° s gti�9 °Sq \ \ \ \ \ SHEET 4 OF 12 SHEETS SCALE: 1 " = 200' 160 GRAPHIC SCALE U Z112 �o�-AO N.A.P��- 113 sy 114 I O 08 � % �,9G \ 107 O P \ 4 SCALE: 1 " = 40' GRAPHIC SCALE L6 n 70.50' L14 7 00, O pl <I w 10 NI N 11,761 Sq Ft �I CD �I Z z` LOT "Y" r C6 0.13 Ac. o�? N 39 RAD. 23'111, 56.00, W o C6 o W ��N rl w d,73.14,28 " = L=61,36, r 10,322 Sq Ft O crj o- d- 0 7-nn, Z co 65.00' IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 31896 BEING A SUBDIVISION OF PARCELS 2,3 AND 4 OF PARCEL MAP 8828, AS FILED IN BOOK 43, PAGE 99 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, TOGETHER WITH A PORTION OF BLOCK "M" AS SHOWN BY MAP ON FILE IN BOOK 4, PAGE 174 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, LYING WITHIN SECTIONS 1 AND 12, TOWNSHIP 7 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN. DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING JULY, 2023 COURSE DATA # BEARING DISTANCE L1 N 39'41'56" W 24.80' L2 N 3354'55" E 33.82' L3 I N 85'59'47" W 20.52' L4 N 88'38'06" W RAD" 11.74' L5 N 08'01'35" W 20.54' L6 N 5936'49" E 9.14' COURSE DATA # BEARING DISTANCE L7 N 33'54'55" E 103.95' L8 N 3,754'55" E 33.49' L9 N 33'54'55" E 14.75' L10 N 56'05'05" W 60.75' L11 N 7713'31" E 19.43' L12 N 34'35'51" E 17.23' - COURSE DATA # BEARING DISTANCE L13 N 29'34'58" E 12.78' L14 N 49'18'42" W 7.11' L15 N 3354'55" E 12.00' L16 N 39'41'56" W 21.04' L17 N 40'41'18" E 1.43' L18 N 45'28'38" E 30.22' CURVE DATA # DELTA RADIUS LENGTH Cl 948'57' 2064.00' 29.39' C2 0'20'59" 2064.00' 12.60' C3 1'05' 18" 778.00' 14.78' C4 10'29'23" 100.00' 18.31' C5 2'22'26" 100.00' 4.14' C6 13*18'59" 48.00' 11.16' C7 348'36" 48.00' 3.19' C8 11* 14' 167 100.00' 19.61' C9 9'43'27 100,00' 1 16.97' C10 O'56'34" 622.00' 1 10.23' 2oz3-0578�7 Of ) 5 �� SHEET 5 OF 12 SHEETS CURVE DATA # DELTA RADIUS LENGTH C11 929'41" 722.00' 6.23' C 12 5' 15'38" 548.20' 50.33' C13 17'02'45" 300.00' 89.25' C14 14'49'59" 260.00' 67.31' C15 12'51'49" 100.00' 22.45' C16 20'57'43" 100.00' 36.59' C17 5'20'41" 261.00' 24.35' C18 11*42'04" 261.00' 53.30' C19 13'57'33" 215.63' 52.53' C20 04'11'09" 1 548.20' 40.05' C21 03'21'29" 294.00' 17.23' FUTURE (11 REALINGMENT PALOMAR STREET - - ---- N 4T18'42" W 1159.24' o -- - - A=6' 51' 14" R=2000. 00' L=239.95' JA - - 673.73' _ - - - - � - - 69- 53_- ,10" R=603.20' - z'L - L=735 75' SEE DETAIL "C" _ EXISTINGC7�* -----------------P.ALOMAR STRE:E�--_ L - -�0.12 Ac. -----_-_-_-- -� - - N 49'18_42" W 683.36' - - _ - - - = = =A=5' 04'46" R=2064. 00' L=182. 9B' C12 / _ -- _--_----- N N_ 65.00' 65.00' 65.00' - - - -- - - 66.65'- - _7 - �Q.87' _ _ �A=1'51'25 C2 A=Z05'07_ ` " Cl `� oI L1 L10 217 ' �1 I _ _ N 49'18'42" W 465.13' - -- _ _ _ L=75.12' � L=66.89'-..� Io - -_- .001n � I I w - w{ \� cn - N � �I\� Z� N o N \� I I LOT liCil f I j� O CO Cn ��\ ` 78453Sq Ft ^ oI� d o01CY-f 9 w ¢p� �I w 7 w 6 w 5 w 4 zl zl oC N 50'44'24" W F \ I I w 7626S Ft 7615S Ft 3 T 7,774 Sq Ft c0 mI I o q o q o 7,685 Sq Ft 1n 8,146 Sq Ft �, Lu RADA �, wl wl �I N N r� co wI 8,787 Sq Ft 2 I 1 �I NIU �I o d I N co 9,227 Sq Ft o, v I/ O O� M O p 0000 O) n O oI old �I `t `r �Ip N � !� 1 � ii II `co Q, 0' 10,230 Sq Ft c°, / II z� �I z Z '� `u I z z I/ C5 J J�8�=J4 '57'54" A=3'03'54" 50.00' 6.92' L=36.27'4. 28.75' 65.00' 49.72' C3 A=4'4O'40" o I N 43'27'29 C 5 1=63.52' A :4'31'08" 2.66' i� ii W A=7' 01' 47' N 49'17'30" W 143.47' A=10' 17' 07 L=61.36 LOT N I 0 39' 1 R�78.00' L=83.19, oo R=778.00 L=139.68�� Z 1 N LOT "All 0.85 Ac. 65 00� 509 Sq Ft oLjj 39' T R=650. 00, L=161. 66' N 49'17'30" W 143.47' A=10' 17' 07" R=750. 00' L=134. 6 N 39'00'24" W 60•65' z V �, 1 p-14 15' oo80 3 1 28-31' �� ��,� / PARCEL 1 R�22. oo' L=58.98' N N COPA DE ORO COURT 39'00'24" W N V N i A=5' 25' 57" N 49'17'30" W 143.47' A=10' 17' 07" R=722. 00' 128•64' 181.66' � 1 PARCEL MAP 29005 C�6 A=4'29'23" C10 55.21' 65.00' 23.26' A=3'44'5 L=129.61' 128.68' ``rl I C8 Cgwl L=48.74' L=47.24' d _6'0 2'28" N 53.02, o� I P.M.B.197/1-3 3' S8.77� 39 00'24" W 128,3 � N �clo52•g8, a coLo 1�5 o wl MIS `a Ala a, 4,i C1j 69.59 MIo Z'zc/ p I G Ip z I rn I o/ !V 3�24,00" W ��'I V l� J wlI� w nI 15 w 16 w 17 rnIp RAD z J l �I w C"I 7,603 Sq Ft r`' 7,376 Sq Ft "' 7,579 Sq Ft 18 W col � (j co nIQ ;r, zl ;�' 14 CN 0 0 N 8,033 Sq Ft co Z� 19 Q _ 12 �I� 8,228 Sq Ft Z z z LLJ 0 7,450 Sq Ft 9 OSq �' �`" I zI 8,050'3Sq Ft N `r 7,594714 Ft on o CIO it 8,364 Sq Ft z Z ,a' ,o� z ^v N 504 '32" W 151.44' N z LOT "O 66.59' 65.02' 43'1 19.83 43 34' 21 W 106 34' 1 853 S Ft `� 7 z " W 138'91081' 76.58' 74.87' N 39'23' 11" W N 6� 44, 48 80 06, 65.00, N 42'24'24" W 81.33' 25 5 7.11' 61.87' 8.88 1 29 12.35' 26 28 27 24 SEE ' SHEET 6 63.001 ' q r N 3 31.50' 65.00' 9'00'24" W 130 , 41.17' 00 51.92, / 88.83, 23 22 r _ 21 = L17 N 4T 18'42" W 32.32' C 12 L16 C20 too CN 1 7, i U I mU DETAIL "C" Q C N.T.S. (� 'N SCALE: 1 " = 40' 40 20 0 40 80 GRAPHIC SCALE 120 IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 31896 BEING A SUBDIVISION OF PARCELS 2,3 AND 4 OF PARCEL MAP 8828, AS FILED IN BOOK 43, PAGE 99 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALFORNIA, TOGETHER WITH A PORTION OF BLOCK "M" AS SHOWN BY MAP ON FILE IN BOOK 4, PAGE 174 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, LYING WITHIN SECTIONS 1 AND 12, TOWNSHIP 7 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN. DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING JULY, 2023 SEE SHEET 5 CURVE DATA # DELTA RADIUS LENGTH Cl 941'25" 778.00' 9.37' C2 16'18'41" 100.00' 28.47' C3 16'08'24' 48.00' 13.52' C4 66'28'49" 48.00' 55.69' C5 49' 14'55' 48.00' 41.26' C6 69'06'57 48.00' 57.90' C7 11*38'17" 48.00' 9.75' C8 1940'50" 100.00' 18.64' C9 537'51" 100.00' 9.83' C10 4'12'10" 367.00' 26.92' C11 910'59" 328.00' 1.05' C12 2'22'11" 645.42' 26.69' zon-03�88�� an�, �Y41 SHEET 6 OF 12 SHEETS COURSE DATA # BEARING DISTANCE L1 N 84'25'55" W 19.91, L2 N 88'38'06" W RAD 9.45' L3 N 42'56'53" W 1.50' L4 N 01' 11'02" E 19.36' L5 N 29'34'58" E 12.78' L6 N 77' 13'05' E 16.27' L7 N 23'33'28" E 16.32' N 15 16 17- 14 18 0 0 t 11 13 19 O.I 12 N 50'47'32" W 151.44' 20 i// 66.59' 65.02' 19.83' 43.3N 43'16'21" W 106.34' ii ii 4' LOT O I g1� g1' 76.58' 74.87' 74.84' 63.00' N 3 , , 1,853 S Ft N 39• N 64 48 p6' 31.50' 65.00' 9 00 24 W q ,�.• / 23' 11 " Sg 41. , 130. 00, I 65. , W 8,01' 0 17 � 7.00, Oo 7.11' N 42�24'24" W 81.33' 688' 6 i N n 75.76' 65 00' _ 20 38' 13" ,- a I �' a o o RAp _ W 12.35' �. o a W 25 W 24 W 23 cllzc:� r 8 7,916 S Ft 22 h - l� it I 26 ,220 Sq Ft o G 7,865 Sq Ft '� � / I � CO I 8,527 Sq Ft M 7,727 Sq Ft CN W 21 ,� LOT C I ro N N O W D- 9 wl ``' o� �,, 27 N� "' !� 7,798 Sq Ft ryN �; , I L W_25'11? I I 28 8,029 Sq Ft z Z Z o ^ ii I \ ^ �• I 29 o I 8,975 Sq Ft ,,,1 �' t--N-\ / z "' v 00 3 ``' 12,282 Sq Ft Ni N N z „ p=453'59' d=4'48' ' d_4'48'46" d_ , Z o^ L= 65.35 Z z1 z III z p_501'12 L=66.53 65.35' 344'Og" �o o% a \ N\ -69.52 p=24' 04 15 R=778. 00 L�26. 85 L=50.73' N 35-00'21" i? R o \ C1 1461' RAD�,w "'/ 1 �� PARCEL 1 N 56.33' n \\ zL w 65.09' LQ� AEI L=24' 04' 15" R=750. 00' L=315. 09, 39'00'24" W 70 D 94 rn ' c3 50.00' N 6-�o�'3g o.a2 Ac• � bco N PARCEL MAP 29005 N 4645'58" W CQURT N 39'00'24" a i ' Goy �� c2 N L'LY 7o.s4, W 123.s5' P.M.B. 197/1-3 ' .Rqp ii 15q•65 OESER� p=24'.04� 15" R=722. 00' L=303. 32' 74.67' S3.o2� a" N 39 23 4'3g IN p=6 3617 d=6'36 20 Q, CIV 49 b 56.0 p'1., W o N 63 0 65.Og' p=6 0329�„ L=83.23' L=83.24' d-60.5Pj4 l9 p8 9.00'24" W 74 N 1 29' _ Z 0q,39 W L_76. 67 !�lo d 2 N 06 63 Q� � L, 55 59' �3r I� c' CD I ,r> C9 ( I N 49' 10'09" W zJ 1 LOT llYll -�oo cB �\ M �I Q in � RAID - o � la N Lu 0.13 Ac. �� �o. , o i ro W 35 w 36 N - �- o �- J y\ �\ ` 34 °1 % 8,793 Sq Ft N 8,823 Sq Ft ``� 37 _N 51'32'20" W� �,\ „� NI '=' N RAY (R=645.42)::> ?? C6 G1 �o 8,166 Sq Ft zI �, 8,628 5q Ft o, V N \ - N 51' 14 00 W �\ 33 �\ r RAD (R=421.79') o o 30\\ 8,387 Sq Ft Z\ z z z 38 NUj 10,658 S Ft rn �• "'\ �' Z\ 6.79' z 8,089 Sq Ft - -� cv `o z V o q \ 32 - � � N l� N o R.S. 153/28 to CO \ 9,081 Sq Ft �' w 69.05' 4' N 4559' 12" W N 40,23'2 " LOT "I�" o .10 o� 31 a\ ti N 6639'19 N 53'13'43 W 75.8 63.21' 9 14.96, W 70.00' 1,777 Sq Ft a �, o Co Co 10,006 Sq Ft Z\ 65.09 55.04' 146 N 39'00'24" W � � L ~ Z s � LLA 4447 o A 44. 66 35 63 77• 66' 7.00, L � 22 W 66�3' 00' DOC. NO. 2 N 691� 4.2 4.1 N 41'02'33" W__, / 2002-555294 N 39. L3 1-6�`155, 43 40 RAD '�� 28P PAR. A 00'27" W 66 ' 65.00, 61.50' N 5g 25'21 w 2p8 44 39 'a 28 N 42'56'53" W 52.85' 1 63.00' 45 zl 48 SEE SHEET 7 47 46 11 � 40 20 0 PARCEL MAP 8828 P.M.B. 43/99 FD. 3/4" I.P., NO TAG, UP 0.2'- ACC. AS ANGLE PT. PAR. 4 PER P.M.B. 43/99, SET TAG LS 8554. SCALE: 1 " = 40' IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO, 31896 BEING A SUBDIVISION OF PARCELS 2,3 AND 4 OF PARCEL MAP 8828, AS FILED IN BOOK 43, PAGE 99 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALFORNIA, TOGETHER WITH A PORTION OF BLOCK "M" AS SHOWN BY MAP ON FILE IN BOOK 4, PAGE 174 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, LYING WITHIN SECTIONS 1 AND 12, TOWNSHIP 7 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN. DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING JULY, 2023 SEE SHEET 6 3� 40 80 120 34 35 37 33 38 1 C W GRAPHIC SCALE ' 6 79' N 46*59'12" W N cl? 69.05 clq 32 N 60 39' 19`" N 5313'43 W-75.84' 63.21' 14.964p.23'29'� W 70.Op N 4102 33" � J 65.0 55.04, 14 N 39'p p,24"RAD �, o z �� It K (n 66 W 77, 66,\ �,Lo 7, 30 31 w 1 6 ��' 4 � 63.00, "? o } 00 N 691122 6 "cq co O I N 43 a LOT 11�11 39.0p'27' W 66 7,297 Sq Ft w 42 Lj 41 cr 1,777 Sq Ft 1 28) 65•00, 61.50' '21" W 7,942 Sq Ft to 8,070 Sq Ft o � / zo N 59 25 12�$ 44 w w ,n o 40 �, o NI N 4 CD 6 .003" W 52.85 45 7,318 Sq Ft i s o 7,614 Sq Ft M 39 ' � o, l`3 N � �-r I IYI I 63.00 w'i o rn " � 1 i 7,516 Sq Ft w o ;,, N z z o 7,215 Sq Ft a- o z� W 0.13 Ac. �I Q ) MI z � Lu co a � M ol� Z ZI Z ;v ;n o, co of c�i w NI L A=7'37'26" A=7 33'25" o z z c ^ . ;� 'y' po of M zl T32'50" L=63.60' L=63.05' C2 �' W ``' 46 F� �I� z p„ � � Nk-7- 25, 10 R---47 0' L=287. 15' 37.12, 48 47 N 8,337 Sq Ft N I p,? �5�3, N 39•00, » 54 ;� 9,399 Sq Ft o �' z =6�' �� ._.450.00' L=270.33' 24 W 97' 11,476 Sq Ft o 6, z �� 25' 10" R- 93•69' G N- A=234B'47' L=187.03 LOT 1110 9 3g•0p'24" CIV z G� p 83 Pc w 3.69' W 136. 7 1,192 S Ft 74 2' „ L,83 30 �� N 3312'29= p=17' 47' 07"/R=422. 00' q = 93. ;lam 1�18 ,32'w p`L 1036'25 �, RAD 130.99' 43p3, ` ` 42. ' ^I 13.01' 36.99' N6� 6 a2' ��549G p0'� D� V� `� �°c A=18' 20' 13" R=389. 25' -124 , 6.87' N 39'pp'24" 93 �v , 98 j 1 41 ZI G6 N 51'56'48 W C5 3 R 55 GO » ,gyp L- W s �'9� N3�8sg50.00' 1-��0 ``�x0� ��9�, L7 LN 3T28'41" E 5g i 86.87' 74 A`Q` p' 20G' L6 RAD W \\ s9• �y 02'00"W w 126 • P`v , G`L R, I2 Da, I ;� ,32 ,5�� `-- _ 4 ') , 0 61 1 N \\ v co N 6� 15 �S� `L w DR��� ' co N rn Lo 8,327 Sq Ft 1� Lo � 62 "' \ `o� N6g 1 82, �,4 28' J 28 Lu J a J J rn \ L13 �/ G5 �6. -� o z� 7,676 Sq Ft " ,<v w► o o N 5O'S3'2O" W RAD 121.63' V W F o� ��`��;�,� / �i of o°° '� 49 N N 3g'pp'24" moo/ ,.'� p o o :vl ��` �� N c W 112. 05 U LI � of ��` q' 13,132 Sq Ft " CD �► " N // N • 60 \ LOT 11WII C14 G'�� C14 - � � N \ 1,344 Sq Ft cj a; N 41'20'21" W rn o N N a 8,660 Sq Ft "' 63 m S od 170.16' d cV a u N00 7,397 Sq Ft oo \\ 973 q Ft �,�]p�j� N 39'00'24" W 11 ' N 3g'0p'24" W co 50 Q ? zo4 112.09' CURVE DATA # DELTA RADIUS LENGTH C1 1'26'03" 357.00' 8.94' C2 3'09'05" 478.00' 26.29' C3 946'54' 478.00' 6.52' C4 5'10'02" 422.00' 38.06' C5 16' 18'44" 100.00' 28.47' C6 51'59'33" 48.00' 43.56' C7 41'46'42" 48.00' 35.00' C8 0'51'37" 328.00' 4.92' C9 926'44' 422.00' 3.28' C10 3'47'21" 385.00' 25.46' C11 212'37'28" 48.00' 178.13' C12 5638'59" 48.00' 47.46' C 13 19'55' 14" 30.00' 10.43' C14 34'47'33" 48.00' 29.15' C15 1 40'36'54" 1 35.00' 1 24.81' "CA \\ 10,137 Sq Ft o^ (r a Cl Coco clq to \\ w o O O 59 (o 64 7,392 Sq Ft 7,399 Sq Ft o L, \ ' W W 02410774' O o 1J11 N 39.0D'2LOT J v0024" 42,582 Sq Ft W112.Op' a' oO W112.13' Cl \\ o 51 7,654 Sq Ft o N ~' 58 65 �'' 7,392 Sq Ft o0 0, 7,402 Sq Ft o 'o w co � a' o Z \\ N 39'00'24" W o I � co 114 09' o "' N 39'00'24 W N 39'00'24" W z z m z 112.00, 112. 16, 28 28, 280 52 28' 57 66 a SEE SHEET 8 z SHEET 7 OF 12 SHEETS R.S. 153/28 LLA 4447 DOC. No. 2002-555294 PAR. A COURSE DATA # BEARING DISTANCE L1 N 84'01'22" W 21.22' L2 N 19'22'39" W 22.83' L3 N 13'07'41" E 26.40' L4 N 76' 18'43" E 21.90' L5 N 05'58'38" E 21.21' L6 N 59'46' 16' W 28.00' L7 N 6935'03" W 28.00' L8 N 46'23'03" E 8.96' L9 N 72'59'28" E 17.09' L10 N 8717'11" W 17.97' L11 N 85'30'31" W 14.74' L12 N 39'13'52" E 42.74' L13 N 55'43'02" W RAD 36.42' L14 N 38'36'03" W 31.30' L15 I N 35'57'39" W 24.30' 40 20 0 --I N 43-10'27- EJ RAID IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 31896 BEING A SUBDIVISION OF PARCELS 2,3 AND 4 OF PARCEL MAP 8828, AS FILED IN BOOK 43, PAGE 99 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALFORNIA, TOGETHER WITH A PORTION OF BLOCK "M" AS SHOWN BY MAP ON FILE IN BOOK 4, PAGE 174 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, LYING WITHIN SECTIONS 1 AND 12, TOWNSHIP 7 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN. DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING JULY, 2023 \ 6 SEE SHEET 7 �o \ 51 58 , r- \\ � N 39'00'24" 8 28, 65 LOT�. Hill W SCALE: 1 " = 40' \\ OPEN SPACE I`O 114.09' N 39•00'24�' W 112.00' N 39'00,24„ W 1 40 80 120 � \moo � 12.16' 28, GRAPHIC SCALE 8,344 Sq Ft � 57 0 o N 7 392 Sq Ft o o 66 Lu o (1) \ �� , 41 7,404 Sq Ft1�4 o ► \\ �oo N 39.00 '24' w ro 148.06 rn Co •o CO LO O Cl N 39'00'24» W 11 N 39•00,24„ W V R.S.8/98 \\ _ z z U z 2.00, 112.20, 53 v \\ 10,719 Sq Ft 1 o <v 28' W o o \\ CA ti 56 0 67 Q o \ \�S• o , JO 7,392 Sq Ft o rn 7,406 Sq Ft Cl ZOZ3 03798a� orill�al SHEET 8 OF 12 SHEETS FD. 1 I.P., W/TAG L.S. 3698, 39' ti, o cocd " v� " S , 1- h W cb co UP 0.3', ACC. AS ANGLE PT. 2 \\ n s, 00 24 W 151. 73, ����\ ly v v� A``� N 3 • `orcla PAR. 4 PER P.M.B. 43/99 FD. 1 I.P. W/TAG L.S. 3698, \ =� �n . ^ 9 00'2 " N 39' `� UP 0.3', ACC. AS ANGLE PT. \ N� �;y o0 0 4 W 112 00, 0p'24" W 112 24, `0 N PAR. 4 PER P.M.B. 43/99 \ ,s� � 000' � W W . � N d. A=1' S6' 07" R=5779. 65 L_- \ M u, o 195.22, p w to to,c) M z 34.11, N44'53'26" \ 54 0 /\\ 11,571 Sq Ft 1 ~ 7,392 Sq Ft oo z 7,409 Sq Ft o w z ;� FD. 1" I.P., W/TAG L.S. 3698, / /\\\k \ J� , o DN 0.3', ACC. AS ANGLE PT. / / / \ \ \ �� a -" "' PAR. 4 PER P.M.B. 43/99 / / ! \ \\ \ \ so ``sz N 39•00'24" N 39•00, W „ 112, 24 W .00112.27' !l /l 11 \\\\\ \\J�'•sr ^ �o ;!' L8 u u o0 i LOT K / p\ \ z (n v, 0.51 Ac. 69 , �DY� s� 22,417 Sq Ft 7,411 Sq Ft o0 ! ! / �\ \ \ �, �ti OPEN SPACEcz / ! / \ \ 41. 8 00' L=1��'BIO-RETENTION BASIN �, N 39• ' " A=1' 38' 51" R�6179. 65' - 00 24 W 1 -------___- - l T--- ---��\ - �.SS69o��3, ��' J 4 12.31, 10, 7,411 Sq Ft o R.S. 107/83- \a �v N I " 3g•00 24 RAD -.1 W 111.63, - CURVE DATA # DELTA RADIUS LENGTH Cl 69'27'48" 35.00' 42.43' C2 4'23'25" 100.00' 7.66' C3 109' 11'21" 48.00' 91.47' C4 98.24'27' 48.00' 82.44' C5 6.52'06" 100.00, 11.99, C6 44'13'21" 66.00' 50.94' C7 4'30'27' 1384.00' 108.88' C8 2'34'56" 100.00' 4.51' C9 33.14'47 66.00' 38.30' C10 33.12'50" 66.00' 38.26' C11 9'27'01" 100.00' 16.49' C12 3'02'51" 411.00' 21.86' C13 2'56'19" 1384.00' 70.98' C14 2'56'23" 1364.00' 69.98' C15 I 1'34'08" 1 C16 3'27'56" 1 R.S. 153/28 LLA 4447 DOC. No. 2002-555294 PAR. A N 44'S3'26" W 862.19' �n .., zo 0 72 W 7,511 Sq Ft 73 o w w co <'1• \ \\ 6.75 Ac. - �9, OPEN SPACE // 4 cog q N :�w 1 • \ O d S' � 8psry \\ \ o 24'�9h v CAS !� ZJI n 1. 54.28' s�� ; 40'4g'15» W 112.41' v io 40.554 4.67 N 40•49,15"".. W E ' LOT ��Z�� 'S2 Q d 7.os --._ \ �'.,�� N7RAD'34 E J WESTERN GOLD 1,023 Sq Ft 384.00, 37.90, oR`�/� �, 'Z� 1, p N 591 '' 16 W C 11 N ENROO STREET 364.00 82.50 C10 32.82' 404915" W 68•20, COURSE DATA # BEARING DISTANCE L1 N 50'24'41" E 27.03' L2 N 00'55'31" W 29.92' L3 N 00'55'31" W 7.04' L4 N 00'55'31" W 22.88' L5 N 67.05'29" W 38.35' L6 N 22'03'02" E 5.84' L7 N 49'10'45" E 36.34' L8 N 39'00'24" W 20.00' L9 N 62.24'07' E 4.62' L10 N 68'48'13" E RAD 20.00' .40 41 �1° \ 71 76,, \ \ 4�>• 7,436 Sq Ft ;v h go,� \ \\ ,3j oo'3j,Qsry 12 = rn 28, 118 �, ti �,co - - 2-OZ3-037gg67 �Ji� jirtc�l F- w w cn W w cn 70 71 IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 31896 BEING A SUBDIVISION OF PARCELS 2, 3 AND 4 OF PARCEL MAP 8828, AS FILED IN BOOK 43, PAGE 99 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALFORNIA, TOGETHER WITH A PORTION OF BLOCK "M" AS SHOWN BY MAP ON FILE IN BOOK 4, PAGE 174 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, LYING WITHIN SECTIONS 1 AND 12, TOWNSHIP 7 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN. DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING JULY, 2023 SEE SHEET 8 FD. 1" I.P., W/TAG LS 3698 28' DN. 0.3', ACC. AS ANGLE PT 28' PAR. 4 PER P.M.B. 43/99. LJJ J CC w 0 '►. U O � o U z N d" h h ^� � o 00 CID� Lo cc U) �ON d � J �24,�g, 40 , o0 364 CC �d "7S? 49' N7 Al7S,,SS.78A 3 06 O 'Y S 2J R.S. 153/28 LLA 4447 DOC. No. 2002-555294 PAR. A N 44'5326" W 862.19' (N 44'52'38" W 862.19' R1) 69.50' 67.00' 65.00' 65.00' 65.00' 65.00' N zo N U-) - U-) CD 72 w `D 73 74 75 76 77 7,511 Sq Ft 0) 7372 Sq Ft , En wl 7,311 Sq Ft Q, 7,315 Sq Ft 7,318 Sq Ft 2 7,322 Sq Ft of o to 0 to 0 to Flo os z� 41 54.28' 58.13, h. N 4949' 15" w , , ., , , C6 C7 54.92 65.00' 1 65.00' 65.00' �I . .�. , 1 54.68' N 40'49'15" W 167.09',4 40.51' 112.41' 126.58' N72'56'34"E N 72*00'59" FAD- J ---- E N W i RAD •Z�p N 5042541 C5 N 40'49'15" W 68.20' C 11 32.82' L5 / 3 •�t- J _N 65' 15'32" E RAD 0�\ U2 N 44'50'44" W 694.92' - LOT "E" C3 N 44 50'44" W 737.92' 1.32 Ac. WESTERN GOLDENROD STREET C4 N 44 50'44" W 737.92' 201.85' N 29'40,1>» 124 34, LOT "L" 0.58 Ac. OPEN SPACE BIO-RETENTION BASIN Cg SFN, EST. AT REC. �54 4624ti ANGLE & DIST. PER 66• R.S. 107/83. N 25' 13'36" E LOT 118 4.24' I6.75 Ac. OPEN SPACE/DRAINAGE IN 26.28,2 1 W 40249, (N 262,46" IW 40249, R2) I ' R.S. 107/83 I 4,�3.38 ' 01» R,21 �-49 97, 4 oq M 60 N &o CV 65.00' 85 7,280 Sq Ft 65.00' -"3.44,Z3324,25„ 4 22, W d' 03, 7.66' R�; 9 CD i 44 82' SFN, EST. AT REC. ANGLE & DIST. PER R.S. 107/83. W W cn w w U) s w w CD w w cn SCALE: 1" = 40' 40 20 0 40 GRAPHIC SCALE SHEET 9 OF 12 SHEETS 80 120 CURVE DATA # DELTA RADIUS I LENGTH C1 9'27'02" 100.00' 16.49' C2 4'01'29" 272.00' 19.11' C3 4'01'29" 300.00' 21.07' C4 4'01'29" 328.00' 23.04' C5 9'27'01" 100.00' 16.49' C6 1'54'05" 272.00' 9.03' C7 2'07'24" 272.00' 10.08' C8 5925'55" 21.00' 18.48' C9 9'53'53" 172.00' 29.71' C10 4'55'49" 153.00' 13.17' C11 3S12'5U' 1 66.00' 38.26' COURSE DATA # BEARING DISTANCE L1 N 49'10'45" E 36.34' L2 N 49' 10'45' E 28.00' L3 N 32'26'54' W 4.11' L4 N 46'05'05" E 26.39' L5 N 5916' 16' W 9.72' 76 L w w cn w w R.S. 153/28 SCALE: 1" = 40' LLA 4447DOC. NO. 40 20 0 40 80 120 2002-555294 PAR. A GRAPHIC SCALE 65.00' 1 65.00' cD I cD I I� N N CV w 77 w w lo 78 7,322 Sq Ft 7,325 Sq Ft 6, cm 0 0 0 IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 31896 BEING A SUBDIVISION OF PARCELS 2,3 AND 4 OF PARCEL MAP 8828, AS FILED IN BOOK 43, PAGE 99 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALFORNIA, TOGETHER WITH A PORTION OF BLOCK "M" AS SHOWN BY MAP ON FILE IN BOOK 4, PAGE 174 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, LYING WITHIN SECTIONS 1 AND 12, TOWNSHIP 7 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN. DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING JULY, 2023 N 44'53'26" W 862.19' (N 44'52'38" W 862.19' R1) 65.00' 1 65.00' 1 65.00' CV w 7910 7,328 Sq Ft Q, 0 z S w 80 7,332 Sq Ft o to z 65.00' 1 65.00' 1 65.00' 1 65.00' N 44'50'44" W 694.92' "E" 1.32 Ac. LOT N 4T50'44" W 737.92' N WESTERN GOLDENROD STREET N 44 50'44" W 737.92' 65.00' 1 65.00' 1 65.00' 1 65.00, 0 c LOT "L" 85 C 7,280 Sq Ft 0 O to z z 65.00' 43.44' � N 33*24'25" 4 22. 47.88' W 4,8• p3 R,319 ' Q L_44 8� 0 118 6.75 Ac. OPEN SPACE (N At 4.1801�ryp8, W 3 W 908 08 64' 64' R2)~ R.S. 107/83 0 0 r 86 w 7,280 Sq Ft `D 0 to d- low 1. 87 w 7,280 Sq Ft 0 to 65.00' 1 65.00' 1 wf00 I� Z C7 &=29' 14' 29" R= 16 182. pp'L=92.8g, N '1246" E 4, RAD-PRC COURSE DATA # BEARING DISTANCE L1 N 89'50'44" W 21.21' L2 N 03' 17'43" E 20.02' L3 N 45*09'16" E 10.31' L4 N 45*09'16" E 12.67' L5 N 25'21'25" W 21.52' L6 N 45'09'16" E 19.84' L7 N 24'46'51" W 20.00' L8 N 5958' 17" E 23.38' L9 N 45*09'16" E 10.31' L10 N 70'1O'l7' E 16.55' Lll N 09*09'16" E 27.52' L12 N 2734'29" E 23.78' L13 N 50' 18' 14" W 10.02' L14 N 7737'39" W 10.45' L15 N 19'35'42" E 20.40' L16 N 7921'25" W 20.62' 0 r 88 w 7,280 Sq Ft `D cn to d- CV $1 w 7,335 Sq Ft 0 to 1.1 Me 65.00' H 89 w 7,280 Sq Ft cn to 65.00' 1 65.00' N 44'50'44" W 520,00' SEE SHEET 11 W ,� } } SFN, EST. AT REC. DIST. a, CO } 28' ',, f N 103 FROM N'LY MON. PER co P.M.S. 153/28 b ( 104 28' 8.04' z "' _- o� 64.00' 68.64' o 00 CNI-- W 00 o N 68'S9' 12" W 6.12 N 3 > 6'07 N 0 z z a L 14 0 15.07 70.09, 5 ,� �, O N N 0, 04 LOT ��5��tD w 846 Sq Ft -- n o cn Cl `� Co '� 102 o 82 83 w o 7,338 Sq Ft 7,228 Sq Ft `� $4 v o ; r o o 8,907 Sq FtIiF o to 7,240 S Ft q oo �' o `� CD W ^� z N '� co IQv�i / z w 65.00' 64.00' 56.00' " �'` CD o to q l I d=6' 59' 51 R=378. 0p' C i 2 C3 65.00' 90 W to 7,280 Sq Ft CD to 65.00' pw 65.00' 91 10 7,280 Sq Ft cn to d- 65.00' LOT "M" 1.09 Ac. OPEN SPACE DETENTION BASIN a� R, 18' 41" N 47'42'29" W N 40'38201" W �, j 8 00' 24.93' C6 40.89, 8 CURVE DATA # DELTA RADIUS LENGTH Cl 5'40'57' 100.00' 9.92' C2 4'26'02" 100.00' 7.74' C3 1'14'56" 100.00' 2.18' C4 20' 14'52" 100.00' 35.34' C5 70'04'47' 48.00' 58.71' C6 7'04'28" 208.00' 25.68' C7 14'02'52" 68.00' 16.67' C8 6'33'06" 100.00' 11.43' CURVE DATA # DELTA RADIUS LENGTH C9 0'35' 11" 478.00' 4.89' C10 7'01'04" 66.00' 8.08' Cll 15'37'53" 66.00' 18.01' C 12 6' 16'54" 350.00' 38.37' C13 14'32'44" 350.00' 88.85' C14 5-24'19" 350.00' 33.02' C15 2936'40" 350.00' 125.90' C 16 5'37' 17" 350.00' 1 4.34' .. 105 24•27' 7164 �19'37" W 148 12' 123,85, 101 a 8,092 Sq Ft N 100 13,867 Sq Ft SHEET 10 OF 12 SHEETS 106 7\48' to'o C5 L=46.16' N 37-14 56 20 I Z I ' "w N I I N �N 5 40.99, �11 �`N 43'43'08" W' 86.12' ' 8' 43.00 C12 �26'0 ` �' C13 RC 80 d 26' 13' S 7C 15 N so R�35p pp ,9 d=20' 36' 40" R 3 L=16pzN o 99 65.00' 16.08' d=8'31' 25" 22. O0' �, N -24, C�6 °� �'CR -1 �, ,; rn 7,304 Sq Ft L=47.90' I 4=12. 115. 83. � 23'13» o d o Q 1_ N 65'45'56" E RAD _, �� 1 N 42'23'07' W 110.87' � I° N 47'27,24" W RAD " r 1 w , N N 41'59'22" W w `�i LOT upii - - 'tl .� � RAD 92 93 n o - 00 1 , 7,280 Sq Ft 7,254 Sq Ft I 716 Sq Ft o oN z 0 0 94 N �, L, � 98 z 0 7,278 Sq Ft " 1 Z 7,482 Sq Ft z ,to N42' 13 41 W RAD/FCC - z N25'31'29"W RAD N v V J N 40.57' 14" W 113.73' N22'52'47"W RAD �' " `* o 65.00 �N 40'5613 W N 40' 12'32" W 66.60' L1 h o a, RAD - - 64.01 ' N 5918' 14 W o 76.62' vv oo � M ^o O 0 97 1 J� o a 8,106 Sq Ft Jo °° O � _ � ^� u / �^I� o ;� a N 34'57'22» N L N 33'p8'25" W 11626 O RAD_,W n 0 � // o v - v o O � a 96 N 3T38'06" 9,218 Sq Ft W 147.29' 4 L� CURVE DATA # DELTA RADIUS LENGTH C 17 4' 17' 13" 450.00' 33.67' C 18 19 13'13" 450.00' 80.27' C19 5'49'01" 636.00' 64.57' C20 5'13'43" 413.00' 37.69' C21 16-42,12" 100.00' 29.15, C22 19'20'54" 91.00' 30.73' C23 903' 19" 1 168.09' 1 17.76' 15. " R p� 3 N42'28'48"W 34p L, 7 53' 44.06' 's�3 Rg024y by / . 00, L =167.1 � / /moo / SEE SHEET 12 `N N 2521,34ry �2`S20'4 ry W R12 W 13Q j. 95 00 �i 15 W to co 16 b LO z cV CO N O Cp 19 U �? 13 SHEET 11 OF 12 SHEETS IN IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRAr.T N1n mq1 RQA ■ BEING A SUBDIVISION OF PARCELS 2,3 AND 4 OF PARCEL MAP 8828, AS FILED IN BOOK 43, PAGE 99 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALFORNIA, TOGETHER WITH A PORTION OF BLOCK "M" AS SHOWN BY MAP ON FILE IN BOOK 4, PAGE 174 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, LYING WITHIN SECTIONS 1 AND 12, TOWNSHIP 7 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN. \ \\� DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING JULY, 2023 \ 4, k / SCALE: 1 " = 40' el/p 40 20 0 40 80 COURSE DATA # BEARING DISTANCE L1 N 84"8'13" W 21.32' L2 N 05'41'37" E 21.11' L3 I N 84'00'28" W 21.22' L4 N 05'59'32" E 21.21' L5 N 50'58' 11' E 11.35' L6 N 28'49'33" E 32.80' L7 N 39'01'22" W RAD 30.03' L8 N 39'05'01" W 19.93' L9 N 69'54'36" E 52.41' L10 N 23'14'45' W RAD 28.00' L11 N 21'07'33" W RAD 28.00' L12 N 20'48'53" W 28.00' L13 N 76*11'46' E 17.58' L14 N 72.37'39" W 10.45' L15 N 25.25'28" E 18.10' L16 N 79'44'25" E 7.28' L17 N 74 26'44' E 16.34' L18 N 69'54'36" E 15.50' L19 N 5958'17" E 11.54' L20 N 68'47'54" W 20.24' L21 N 59'29'59" W 26.55' L22 N 50'54'59" E 4.11' L23 N 50'54'59" E 20.02' R.S. 153/28 LLA 4447 DOC. No. 2002-555294 PAR. A N 44-53026" W 862.19' ze \ \,� 9� \ GRAPHIC SCALE / C \216-`- 20a N 41' LOT uvu C18 R8 (209 p3� 44153" W 724.27' 553 Sq Ft '' 8 100 C`140.5g' 129.35�'"'-=-�R R1) - (724.06' R1) 1 N 48.42,30„ N 41'44S3" W 1 0� 697 ,• 8'> o' (>> RAD- i E 27.96' o _- M b h L2 C2120 WASH1NGTO N N� 4'53" W � 0.15 q .AVE VE 79.67 h��' o, ern' 61.83' N-_ o C22 N 41.44 53 W 127 0265.20' L22 q h POID o ' V M �o c co N 117 w� /v 8,829 Sq Ft p 28 CO 116 moo= 28' 115 0 7,818 Sq Ft '-'-'/ a, ��� :�' NAPo// 0 7,456 Sq Ft 65.20, 13 I N 38'S9' 12" W 52 42' 1 C I co 00 42.97' N N 11762' C15 Cl4 49.99' 43, N 55' 17' 58" W "�� . 03 N 38.59,12„ Cg 0 207 W , 250.14, ai 00 17 N N EVEN, 207.11' 0.39 qc. j �a 38•59', ., NG pR1 0 60.14, 2 W 117 MR 0 o ' 56 E CQUR�.00 57.42, C9 �� L8 1p Cl, N 2 co �- J �i02 ^1 ik Do`L��O`b M, cv/ C 9$ ( ��5 ,z �� , 7' 111 �/ � � �, � N 0 8,965 Sq Ft bo cv Co 112 z / W w/ "' ,n 9,548 Sq Ft i o/ c i Z � 113 N/ = 114 \ Q N „ ,i Z 8,883 Sq Ft : / So a LOT U �, 10,175 Sq Ft \ b O) co N 2,052 Sq Ft z z/ Z --' o "' �� � CD o ,00 65• 34 , Z g O z L 16 70.0pN 38•5g' 12�, W 290.12' 70.20, to % _ �, '� 74.92'CO v'- 2 \?� N 00 ^110 W \�� Z b 9,234 Sq Ft co coo Z q- 109 @ Q 9,527 Sq Ft � 108 � 10 �, 0 Z o 8,709 Sq Ftca w1 G=, Q 107, ;1- /`r 10,656 Sq Ft \ [� 59.95 ' / Z / ,� \ C7 J co 0 389 12 47.75' C6 .5 „ N CO W 107.70. C8 N 5517'53" W . 43.00, LQ C2 50.00' �' u It N 38• N N 59' 12" W 240.23, 0.37 Ac' � b 38S9.12". BABY BLU o z 59.91' W 107.58' E CO / ' uRr �-, O o 47.67, C 1 L7 N / C4 s0 cv v`n N `103 / o o � 7,627 Sq Ft `" -`N"/� ^° C5 �� W �/ co o 0 104 Z/ W Wl Z 8,154 Sq Ft q, 00 LOT " T" _o 105 N Z 894 Sq Ft z 7,934 Sq Ft Lu--- N 38•59,12„ W00 M zi 28. 28, 66 12' 15 036'0j,07" o L `v W 70.09, 106 102 242� �� 28•�9'.3 10,864 Sq Ft SEE SHEET 101 , 2385' � .48, - 10 100 14 120 CURVE DATA # DELTA RADIUS LENGTH C 1 16'21' 12" 100.00' 28.54' C2 16' 18'41" 100.00' 28.47' C3 12'51'23" 100.00' 22.44' C4 03'27' 18" 100.00' 6.03' C5 19'55'38" 48.00' 16.69' C6 19'51'17" 48.00' 16.63' C7 03'27' 18" 100.00' 6.03' C8 12.51'23" 100.00' 22.44' C9 16.18'46" 100.00' 28.47' C10 07.13'39" 100.00' 12.61' C11 09.05'07' 100.00' 15.86' C12 08'06'50" 48.00' 6.80, C 13 02' 14'58" 48.00' 1.88, C14 09'05'07" 100.00' 15.86' C15 OT13'39" 100.00' 12.61' C 16 02'07' 12" 300.00' 11.10' C17 01.02'09" 272.00' 4.92' C 18 1924' 16' 388.10' 70.48' C19 12.12'25' 595.92' 126.96' C20 06'23' 18" 408.10' 45.50' C21 05'55'55" 408.10' 42.25' C22 00.27'23" 408.10' 3.25' AR w w U) w w cn cq 121 w CD 0 to � 00 43.44, z ai N 3`�24'25" W 47.66' IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 31896 BEING A SUBDIVISION OF PARCELS 2,3 AND 4 OF PARCEL MAP 8828, AS FILED IN BOOK 43, PAGE 99 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALFORNIA, TOGETHER WITH A PORTION OF BLOCK "M" AS SHOWN BY MAP ON FILE IN BOOK 4, PAGE 174 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, LYING WITHIN SECTIONS 1 AND 12, TOWNSHIP 7 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN. DARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING JULY, 2023 SEE SHEET 10 85 1 86 1 87 1 88 1 89 1 90 1 91 1 92 1 65.00' 1 65.00' 1 65.00' N_52'15'38" E 22' Ir RAD-PRC C4 1=29' 14' 29" R=182 , L=92.89' 00 / � C3`1'I � Ic z� 65.00' 1 65.00' N 44 50'44" W 520.00' 4� C'74.78' R.S. 107/83 SCALE: 1 " = 40' 40 20 0 40 80 120 GRAPHIC SCALE N 4742' 29" W 24.93' C2 65.00' 1 65.00' LOT "M" 1.09 Ac. OPEN SPACE DETENTION BASIN N, 40.38'01" W 65.00' N 37'38'06" yy 147.29' 118 6.75 Ac. OPEN SPACE/DRAINAGE Al 24.1 08, If 948 64' W 908 - R -1) CURVE DATA # DELTA RADIUS LENGTH C1 15.21'33" 140.00' 37.53' C2 7.04'28" 208.00' 25.68' C3 14'02'52" 68.00' 16.67' C4 8.03'00" 319.00' 44.82' C5 2914'52" 100.00' 35.34' C6 70.04'47" 48.00' 58.71' C7 65.51'37 48.00' 55.17' C8 0.33'50" 478.00' 4.70' C9 9'49'41" 261.00' 44.77' C10 63.33'50" 48.00' 53.25' C 11 6-03' 19" 1 168.09' 1 17.76' COURSE DATA # BEARING DISTANCE L1 N 25'21'25" W 21.52' L2 N 41'04'4C E RAD 10.10, L3 N 24.46'51" W 20.00' L4 N 70.21'25" W 20.62' L5 I N 19.35'42" E 20.40' Jyn�l \ SHEET 12 OF 12 SHEETS LOT "R" 98 93 94 _ N25.31'29 " w RP - W - - RAD N 40'57'14" W 113.73' N2T52 47W RADA -1 N 40.12'32" W 66.60' �' o 30 64.01' N 5018'14 W o � 76.62' vh IT ; a ^ o 97 �� co 8,106 Sq Ft OC) 0 N 33<OW25= W RAD otiCID N 34.57'22" W 11, �) 96 Q C5 N1 9,218 Sq Ft z 25'20'41" W RAD C1 N4728'48"W o Flo 44.06' / �Q3 MIQ 8. 0pN 16� G1 l / * 0 /Y / /4, o/ 4 ^ /o z / /� /4 2S nn. l 256. N 2s•�,.� 95 10,227 Sq Ft N 2s 1-4 6111 W f f f- f RFD. 2" I.P., W/TAG L.S. 7131, FLUSH, ACC. AS MOST S'LY COR. BLK. M, RANCHO SANTA ROSA PT#8-RANCHO TEMECULA PT#7 PER R.S. 153/28 & R.S. 107/83. 0 NI N t:. N L Ln CV co N � O W 20 O o Z co b�- m Ln c Z f- gz as 21