Loading...
mb503_087-092IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. TRACT NO C%37358 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. 1 ,I,73it► 113' 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 "C", INCLUSIVE. THE DEDICATION IS FOR STREET AND PUBLIC UTILITY PURPOSES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES:ABUTTERS' RIGHTS OF ACCESS ALONG ANTELOPE ROAD. THE OWNER OF LOT 37, ABUTTING THESE HIGHWAYS 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 DEDICATION AS TO THE PART VACATED. WE HEREBY RETAIN LOT 37, IN FEE, INDICATED AS "OPEN SPACE", AS SHOWN HEREON FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT MAP. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: DRAINAGE AND ACCESS EASEMENTS LYING WITHIN LOT 8 & LOT 37 AS SHOWN HEREON. THE DEDICATION IS FOR THE CONSTRUCTION AND MAINTENANCE OF DRAINAGE FACILITIES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LANDSCAPE EASEMENT OVER ALL OF LOT 37. THE DEDICATION IS FOR LANDSCAPE AND MAINTENANCE PURPOSES. CAL -EQUITY, LP, A CALIFORNIA LIMITED PARTNERSHIP c- NAME: CHRISTINE CHUNG IP TITLE: MANAGER NOTARY ACKNOWLEDGMENT 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 CA COUNTY OF D YG el or.{'_ ON 21/012S BEFORE ME, ?qYAltitSfyr���, A NOTARY PUBLIC, PERSONALLY APPEARED Ch riStiN G Chgltle4 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 HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURES) 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. MY PRINCIPAL PLACE OF BUSINESS IS IN OrgHq r-, COUNTY WITN MY D AND OFFICIAL L. �3TY �,' MY COMMISSION NUMBER: 2 SIGNATURE OF OFFICER MY COMMISSION EXPIRES: __e __ 20 20ZI NOTICE OF DRAINAGE FEES NOTICE IS HEREBY GIVEN THAT THIS PROPERTY IS LOCATED IN THE HOMELAND/ROMOLAND LINE B SUB -WATERSHED 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 IS FURTHER GIVEN THAT, PURSUANT TO SECTION 10.25 OF ORDINANCE NO. 460, PAYMENT OF THE DRAINAGE FEES SHALL BE PAID 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. KWC ENGINEERS JANUARY 2021 NOTARY ACKNOWLEDGMENT 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 COUNTY OF ON BEFORE ME, , A NOTARY PUBLIC, PERSONALLY APPEARED 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 HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURES) 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. WITNESS MY HAND AND OFFICIAL SEAL. SIGNATURE OF OFFICER MY PRINCIPAL PLACE OF BUSINESS IS IN MY COMMISSION NUMBER: MY COMMISSION EXPIRES: TAX COLLECTOR'S CERTIFICATE COUNTY. 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, OW- DATED:OCYPSEA 22, 2025. MATTHE JEN OUNTY TAX COLLECTOR BY: , DEPUTY TAX_`BOND CERTIFICATE I HEREBY CE T­I Y THAT A BOND IN THE SUM OF $ HAS BEEN EXECUTE FILED WITH THE BOARD OF SUPER V OF THE COUNTY OF RIVERSIDE, CALIFORNIA, CONITI UPON THE PAYMENT OF ALL TAXES, STATE, CO MUNICIPAL, OR LOCAL, AND ALL SPECIAL�S""SYMENTS COLLECTED AS TAXES, WHICH AT THE TIME OF THE NG OF THIS MAP WITH THE COUNTY ORDER ARE A LIEN AGAINST SAID PROPERTY BUT NOT YET PAYABLE A AID BOND HAS BEEN DU PPROVED BY SAID BOARD OF SUPERVISORS. DATED: CASH OR SURETY BOND MATTHEW JENNINGS COUNTY TAX COLLEf.T17 , 2025. SURVEYOR'S STATEMENT 2025- 01-: %Lf �5 SHEET 1 OF 6 SHEETS RECORDER'S STATEMENT FILED THIS 2 6*" DAY OF Novc,N.bet, 2025. AT 2_2.1 e . M . IN BOOK 503 OF MAPS, AT PAGES 8-I-g S. , AT THE REQUEST OF THE CLERK OF THE BOARD NO. 2015.0 0311114 FEE *19 PETER ALDANA, ASSESSOR - COUNTY CLERK-RECOR ER BY: ' DEPUTY SUBDIVISION GUARANTEE BY: FIRST AMERICAN TITLE COMPANY THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF CT CAPITAL, LLC, ON JULY 24, 2019. I 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. o NL LAND tv�\P5 M C,gs�`rG,pG DATE: 09 - 0 9 , 2025 0 m JA7 No. 9029 THOMAS M. CASELDINE, L.S. 99029 9�F OF CA0F���` COUNTY SURVEYOR'S STATEMENT THIS MAP CONFORMS WITH 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 NO. 37358 AS FILED, AMENDED, AND APPROVED BY THE BOARD OF SUPERVISOR'S ON 3-9-2021,THE EXPIRATION DATE BEING 3-9-2027, AND THAT I AM SATISFIED THIS MAP IS TECHNICALLY CORRECT. DATED: //- I;- . 2025. DAVID L. McMILLAN, COUNTY SURVEYOR L.S. NO. 8488, EXPIRES 12-31-26 BOARD OF SUPERVISOR'S STATEMENT No.6488 ExP.12-311-28 THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BY ITS BOARD OF SUPERVISOR'S, HEREBY APPROVES THE TRACT MAP AND ACCEPTS THE OFFERS 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 OFFER OF DEDICATION MADE HEREON OF THE VEHICULAR RESTRICTION ACCESS IS HEREBY ACCEPTED. THE OFFERS OF DEDICATION MADE HEREON OF THE DRAINAGE AND ACCESS EASEMENTS ARE HEREBY ACCEPTED FOR THE CONSTRUCTION AND MAINTENANCE OF DRAINAGE FACILITIES, AS PART OF THE COUNTY COMMUNITY FACILITIES DISTRICT NO. 2023-6M, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH COUNTY STANDARDS. THE OFFERS OF DEDICATION OF THE LANDSCAPE EASEMENTS ARE HEREBY ACCEPTED FOR LANDSCAPE AND MAINTENANCE, AS PART OF THE COUNTY COMMUNITY FACILITIES DISTRICT NO. 2023-6M, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH COUNTY STANDARDS. DATED: kADVEYAM Q. 14 , 2025. COUNTY OF RIVERSIjZ:_1 OF CALIFORNIA BY:ze-d—w- CHAIRMAN OF THE BOARD UPERVISORS V. 9NNM p5k-t ATTEST: KIMBERLY RECT CLERK OF T E SUPERVISORS BY: DEPUTY IP# 210009 SEC. 3, T5S, R3W SCHEDULE "A" IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. SHEET 2 OF 6 SHEETS MLFP N:2279468.1850 E:6237668.0340 0 Z 0 Of 0 -0.30'28.95" CONVERGENCE ANGLE AT GPS 1 (NAD 83) TRACT NO 0 37358 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. KWC ENGINEERS JANUARY, 2021 N84'41'07"W (111,549.47' GRID) VISTA ROAD Q PROJECT LOCATION Z o � P584 7tN:2269135.9760 E: 6348737. 96,90 0 � / o���O ego go �h°� eF` w � 0 \ a/ 8 MAPES ROAD N89.34'04"W 2639.84' I p 1 (N89.34'04"W c� N:2220572.1121 2639.62' GRID) v Q, E: 6278871.5564 /�\ v INNZ'. w CD w ^. OJ LINE TABLE (FOR SHEET 3) LINE# BEARING LENGTH L25 N2.03'53"E 62.85' L26 N46°14'55"E 20.91' L27 N43°45'05"W 21.51' L28 N87°56'07"W 56.00' L29 N2°03'53"E 149.32' L30 N58.21'39"E 18.02' L31 N87.58'51"W 92.87' L32 N21.55'33"W 22.17' L33 N26.15'16"E 21.93' L34 N87.58'51"W 95.97' L35 N54015'22"W 18.04' L36 N87°56'07"W 56.00' L37 N2.03'53"E 36.95' L38 N89.26'05"W 111.04' EASEMENT NOTE (R7,R8) (R7,R8) (R7,R8) (R7,R8) (R7,R8) (R7,R8) (R7,R8) (R7,R8) (R7) (R7) (R7) (R7) (R7) (R7) I r \I BILL N:2154994.9640 E: 6313564.1610 BASIS OF BEARINGS NTS LINE TABLE (FOR SHEET 3) # BEARING LENGTH L39 N2.03'53"E 17.20' L40 N89.26'05"W 4.45' L41 NO.33'55"E 56.00' L42 N89.26'05"W 4.46' L43 NO.25'56"E 130.98' QA INDICATES A STORM DRAIN AND ACCESS EASEMENT, DEDICATED HEREON. © INDICATES A LANDSCAPE EASEMENT, DEDICATED HEREON. BASIS OF BEARINGS NOTE THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS "MLFP", "BILL" AND "P584" NAD83 (NSRS2011) EPOCH 2010.00 AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES, UNLESS SPECIFIED OTHERWISE. GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCES BY AN AVERAGE COMBINATION FACTOR OF 0.99991779. CALCULATIONS ARE MADE AT MONUMENT No. 1 WITH COORDINATES OF: N:2220572.1121, E:6278871.5564, USING AN ELEVATION OF 1425.33. ENVIRONMENTAL CONSTRAINT NOTE THE ENVIRONMENTAL CONSTRAINT SHEET AFFECTING THIS MAP IS ON FILE IN THE OFFICE OF THE RIVERSIDE COUNTY SURVEYOR IN ECS BOOK 15 , PAGE. NOTES: 1) SEE SHEET NO. 3 FOR BOUNDARY CONTROL MAP. (R7) (R7) (R7) (R7) (R7) N:2220552.1975 E:6281511.3204 VICINITY MAP NTS SURVEYOR'S NOTES TRACT NO. 37358 CONTAINS 3, NUMBERED LOTS AND LETTERED LOTS "A .0 Q", ({�►p " L" INCLUSIVE. TRACT NO. 37358," CONTAINS 3.37 ACRES GROSS. 1. ® INDICATES FOUND GPS CONTINUOUSLY OPERATING REFERENCE STATION. 2. INDICATES MONUMENT FOUND AS NOTED AND REFERENCED HEREON. 3. p INDICATES SET 1" IP TAGGED "LS 9029", FLUSH. 4. S.F.N. INDICATES MONUMENTS SEARCHED FOR BUT FOUND NOTHING. 5. SET NAIL AND TAG "LS 9029" IN TOP OF CURB ON SIDE LOT LINE PROJECTED IN LIEU OF FRONT LOT CORNERS AT A DISTANCE OF 9.75' FROM LOT CORNER, UNLESS OTHERWISE NOTED. 6. SET NAIL AND TAG "LS 9029" IN TOP OF CURB ON RADIAL LINE FOR PCC'S, PRC'S, EC'S & BC'S AND AT CORNER CUTBACKS IN LIEU OF FRONT LOT CORNERS AT A DISTANCE OF 9.75' FROM SAID LOT CORNER, UNLESS OTHERWISE NOTED. 7. SET 1" IP & TAG "LS 9029% FLUSH, AT REAR LOT CORNERS AND ANGLE POINTS IN SIDE LOT LINES, UNLESS OTHERWISE NOTED. 8. (R1) INDICATES RECORD DATA PER ROMOLA FARMS NO. 16A, M.B. 15/76. 9. (R2) INDICATES RECORD DATA PER PARCEL MAP NO. 17011, P.M.B. 93/68. 10. (R3) INDICATES RECORD DATA PER TRACT NO. 25901, M.B. 405/86-91. 11. (R4) INDICATES RECORD DATA PER RECORD OF SURVEY, R.S. 147/13. 12. (R5) INDICATES RECORD DATA PER RECORD OF SURVEY, R.S. 71/20. 13. (R6) INDICATES RECORD & MEASURED DATA PER TRACT NO. 37358-1, M.B. 497/13-21. 14. (R7) INDICATES RECORD & MEASURED DATA PER TRACT NO. 37358-2, M.B. 500 / 45 - 51. 15. (R8) INDICATES RECORD & MEASURED DATA PER TRACT NO. 37358-3, M.B. 501 / 94 - 99. 16. ALL MEASUREMENTS SHOWN HEREON ARE GROUND, UNLESS OTHERWISE NOTED. 17. ALL MONUMENTS SHOWN AS SET SHALL BE SET IN ACCORDANCE WITH RIVERSIDE COUNTY ORDINANCE 461.21 AND THE MONUMENTATION AGREEMENT FOR THIS MAP. 18. INDICATES EXISTING RESTRICTED VEHICULAR ACCESS PER M.B. 405/86-91 AND PER TR. 37358-1, M.B.497/13-21, TR. 37358-2, M.B.500 / 45-51, AND TR. 37358-3, M.B.501 / 94-99. 19.////// INDICATES RESTRICTED VEHICULAR ACCESS, DEDICATED HEREON. 20. C.C. & R.'S PER INSTRUMENT NO. 2024-0235277, O.R. REC. 8/07/2024. 21. DRAINAGE EASEMENTS SHALL BE KEPT FREE OF ALL BUILDINGS AND OBSTRUCTIONS. MONUMENT NOTES B.1405/86-91,TR.S. 47/13"AND 1P.M� 7011 P.M.B.E993/ 8 THE S COR. SEC. 3 PER TR 25901 0 FD. 1" I.P., OPEN, DN. 0.2% ACCEPTED AS CL INTERSECTION PER TR 25901, M.B. 405/86-91. SET L.S. 9029. �3 FD. 1" I.P. WITH TAG "LS 5174", FLUSH ACCEPTED AS THE C 1/4 COR. SEC. 3 PER R.S. 147/13. ® C.E. 1/16 COR. SEC. 3; SEARCHED, FOUND NOTHING, ESTABLISHED BY PRORATION PER M.B. 405/86-91, R.S. 147/13 AND P.M.B. 93/68. 0 FD. 1-1/2" STEEL ROD, DOWN 2.0% ACCEPTED AS E. 1/4 COR. SEC. 3 PER P.M. 17011, P.M.B. 93/ 68, M.B. 405/ 86-91, R.S. 147/ 13. © FD. 1" I.P. WITH TACK & TAG "LS 5174", DN. 0.3% PER R.S. 147/13. F7 FD. 1" I.P. WITH TACK & TAG "LS 5174", FLUSH, PER R.S. 147/13. ® FD. 3/4" I.P. WITH PLUG "L.S 3962", FLUSH, PER R.S. 71/20 & TR 25901, M.B. 405/ 86-91, ACCEPTED AS N.E. CORNER OF INSTRUMENT NO. 2000-005299, REC. 01-06-2020, O.R. a FD. 3/4" I.P., OPEN, FLUSH, PER R.S. 71/20 & TR 25901, M.B. 405/ 86-91, ACCEPTED AS N.E. CORNER OF INSTRUMENT NO. 2000-005299, REC. 01-06-2020, O.R. 10 FD. 1" I.P. TAGGED "L.S. 5174", ON WALL, PER R.S. 147/13. 11 SEARCHED, FOUND NOTHING, ESTABLISHED BY INTERSECTION OF THE EAST LINE OF THE S.W. 1/4 OF THE S.E. 1/4 OF SEC. 3 AND THE EASTERLY PROLONGATION OF THE ESTABLISHED NORTH LINE OF LOTS 1537 & 1538 PER M.B. 15/76. 12 S.E. 1/16 COR. SEC. 3, SEARCHED, FOUND NOTHING, ESTAB. BY INTERSECTION. 13 E 1/16 COR., SEC. 3, FD. 3/4" I.P, TAG ILLEG., DN. 0.9% PER P.M. 93/68, M.B. 405/86-91 & R.S. 147/13. Fl-41 SEARCHED, FOUND NOTHING, ESTABLISHED PER PRORATION OF CALC'ED POSITION PER M.B. 405/86-91. 15 SEARCHED, FOUND NOTHING, ESTABLISHED BY PRORATION PER PM 93/68. 16 FD. NAIL AND WASHER, STAMPED L.S. 5820, FLUSH, IN LIEU OF 1" I.P. TAGGED L.S. 5820, PER M.B. 405/86-91, ACCEPTED AS C/L INTERSECTION. 17 FD. 1" I.P. WITH PLASTIC PLUG, ILLEG., FLUSH, PER M.B. 405/86-91. 18 FD. 1" I.P. OPEN, FLUSH, PER M.B. 405/86-91. 19 SEARCHED, FOUND NOTHING, ESTABLISHED BY INTERSECTION. 20 S. 1/16 COR, SEC. 3, FD. 1 1/2" ROD, DN. 2.0% PER P.M. 65/32 & C.R. 15-0353. 21 FD. 1" I.P. TAGGED "LS. 9029", FLUSH, PER TRACT NO. 37358-1 M.B. 497/ 13-21. 22 FD. 1" I.P. TAGGED "L.S. 9029", FLUSH, PER TRACT NO. 37358-2 M.B. 500/ 45-51. 2) SEE SHEET NO. 4 FOR INDEX MAP. 2025- 03--<<8L4 03 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. SHEET 3 OF 6 SHEETS 200' 0 200' 400' 600' NOTES: SCALE IN FEET TRACT NO 0 37358 1) SEE SHEET NO. 2 FOR VICINITY MAP, GPS TIE MAP, BASIS OF BEARINGS SCALE 1 ' 200 ' NOTE, ENVIRONMENTAL CONSTRAINT NOTE, SURVEYOR'S NOTES AND BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 5 SOUTH, RANGE 3 WEST, MONUMENT NOTES. SAN BERNARDINO MERIDIAN, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. 2) SEE SHEET NO. 2 FOR ADDITIONAL BOUNDARY CONTROL LINE TABLES. BOUNDARY CONTROL MAP KWC ENGINEERS JANUARY 2021 3) SEE SHEET NO.4 FOR INDEX SHEET. - - - (N8T 18'O5"W 2643.54' R6,R7,R8) (N89'47'09'W 2643.42' R2 N8947'21 "W 2643. , ) ( 43 R3) (N89'47 12'W 2643.46 R4) 1321.77' (1321.71 ' R2) (1321.72' R3) (1321.73' R4) - - _ - - 1321.77' (1321.71' R2) (1321.72' R3) CL VISTA ROAD l CENTER 4 �► !� SEC. 3 POR. NAY 1/4, SE EAST 1/4 5 1/4, I � CORNER rill SEC. 3, T. 5S., R. j , S.B. M. I C � ' I I o i N 1 10 1 11 1 12 1 19 1 14 115 1 16 1 17 1 18 1 19 120 121 122 123 124 125 ; I N I I I I I I I I I I I I I I I 1 Q_ NE 1/4, SE 1/4, ir °O a� I I I I I I I I i I I I I I °' I in O M I c1q�1 '0 N SEC. 3, T. 55. , R. 36Y , 5.8.41. o CORAL STREET - Nco CO N - N I -� w -Fr I T T -I T- T- �- -� o � I I �39 1 38� I I I I 1 oKi w to Ln N I I I I I I I I I I I I I I M n� 1 0 4/C ----- 37 136 135 134 1 33 132 131 1 30 1 29 1 28 26M•, • „ • C o 40 I I I I I I I I I I I 27 1 (N89 26 04 W 2641.68 R6, R7, R8) (N89 55 12 W 2641.56 R2) (N89 55 19 W 1320.88 R3) - - - z IiI I I I I I ----1-61-III-- ---10 1 6 z 1482.83' (1382.78'R3) WAY �[ _ _ �(� 1/16 sECTlav LIn� __IL21 I v 21 (1320.78' R6&M) (1320.70' R2) (1320.73' R3) - I -21 20 41 1 60 102 109 1104 1105 1106 I I I 1 71 I `� L22 215.32 e_ 480.00' R7 I I I I I I I I } 22 (561.44 R6,R7)to I I 1041.4 _ - 42 59 �_ -L -� i L- _i �/� \ i 19 12 21 I 201 19 I I I I I i N -1 s 30 ^ ,,;> L15(R} 118 117 116 1 15 114 1116-(FCT16W L-IAE- 64.02 -WHITE MARBLE COURT - , I Lor 4o I , w r---- I s L4 �* co 1 I I 8 i 132' i ----- I -L -1 1 22 d- W _ - - 43 - 58 I I I I I I i�1- I�______.� 21 21 BLUE GRASS LANE 22 M N N 21 'c(A-49'15'53" I o R M^ I I 81 I I I I I I 174 I 73 I 72 I \ � - 7 I 44 j 57 I I I I I I I I o I �° 21 L13 ��-66.00' 22 22 1��' 3W _ _ _ _ � TRACT NO. 25901 cfl (R- �- - SE I___I __ ___ _00 R o I O r-----+----- p ---- - - -- I I I I oo "' \ 21 �� L-56.75' R6} 13 L40 4 R' co v o I i I M. B. 405/86-91 I I I I--- w 22 1 �N� 6 I� I 45 I 56 I I I I I I I I I I 1 1�"�g I ��� --- {- SE T5S''M. � O ----- p _ I I I I I I 1 I I- "� o J r-- -I I �2- 3� S. g' dam' Ir------- 82 89 90 91 N^ ^ I - - 40 43 5 I W I I O I I I I I I I I I I M' w r%� 23 to -46 1 55 1 1 1 1 1 1 1 I I�i� 0 1 ►%i •-----I----� r--- S I o N -- i ---- I - i - \ Iv� V 1 M . 39 I 44 W 11 o W o wto cn 4 1Wr - COMMANDER COURT \,_ �, T^^ 24---I--_-I I--- c I�to r, a, I 47 I 54 / 0 N p 1 N _ _ ° N �r cr "' vTl �I-------- ----� -i - I1- T- �_ / I M � I -� _� �� 38 I 45 10 w o rn U 3 I I I I 1 LINE, OF THE EAST 132.00 I o F h i� to NM o o I 1Fcow M 25 1---I---� L-- �'LY z N I I - - - - I 48 1 53 I 101 1100 199 1 98 197 OF LOTS 1538, 1539, 1540 AND I r ~o N i N N 156_ - - TRACT NO. 37358 2 g o v oM ^ `-----T----� I I I I 1 1541 PER M.B. 15/76. 1 I M I �- N 26 M.B. 500 / 45 51 1 - - z d CO Imo. o 1 - - - - - - - - _ 2 I 49 1 52 j----l---I---I---I---I---� -- -- I ---I----- N w\ I r� I co - N z 0 ----- I L---- I -----I I I I I I I I I 1 I Z I LO w- -- I 36 I 47 I I 8 v v N fi 102 103 1104 1105 106 I >07 1108 109 1110 1111 I _ `�' 271 1 - - - - - - - - 1 ,', 1 1 I I I I I I I I N 2 I L50- I `51 I 1 C L BLUE TOPAZ DRIVE I I 18 1 7 I 21 � ?� -o- - I 1 22 L3 22 L36 35 L3 t 21 I oo -/ I -/ L� i- I I� 7 I to 35 1 48 7 � O N89'24'00"W 1096.11' (N89'53'19"W 1096. 5' R3) �- N z I o 28� - - -I- - - - - (278.11 L34 u= N - _ - - _ _ L18 � 16 z I N89'34 04"W R7) 22 ' 660.16' (660.20' R3) -', , - 435.95' (435.95' R3) I ; " ^ 34 49 6 a L19 r 39 22 22 W T - T -T -I -� T- T- �- -� /� ^ i° N �- I _ , I I 29 - - -I- - - - -22 I I I I I �30 L31 22 X O 127 ,' 126 125 I I I I I I 17 1 1 1 1 I i. �- o_ _ I- I - I d R/W I I I I I I oN I I I I I 1112°' o�^� IolasM II 1 4 1 3 1 2 1 1 1 57 22 22 o 00 124 123 122 121 120 119 0 �1 L3 1 L37 ACCI PTED PER I I 1 I I 1 ,n I �n 118 117 116 115 114 113 ,ri o 00 �' �o I ^ N - - 33 1 50 5 P��CHE STREET210 rn I I I I I I ri , M /'� co 17 30 I I I I � 32 ❑ -I rn ---- I� M.B. 405/86-91 (N89'24'10"W 1158.25' R6) I I to ,;� I, �, %14� M L;_� I (0 4�614 '� (N89'5319"W 1158.25 R3 CALC D) v��- ,�,� � o I o- -N- --� I � 499.79' 21 ,�, _ 658 46' -, w ^ w N I I oo w - - L26 22 INFIELD STREETco I 31 \ 18 (N89'34 04"W 748.30 R7) 22 U 1 L25 /^ 21 I 2 II 3 1 4 1 5 1 6 1 7 1 8 1 9 rn o o `�' N_I 1 - oM- 31 1 22 1 -fI- I--f- _ice_ - r--� I L28 30 w 1 1 I I I I _ 01��.I_ � -�--- N J C.O.C. 23048 1 I:0 M 1 I TRACT N0. 37358-1 N M O N Q I o o 21 N, 1 2 �I »3 I I I I I I I L2 22 W C''_ # > I o "� I 19 / L11C14- N2'03 53 E 4 5 6 7 8 -9 U 22 M ► o I; D� 2025 0005598 ^ Z M» B. 497 13-21 v z I I MAN I `� L10 -' �,y105.47' R7) I 1 I I 1 I g - -M 01 1 - - 19 21k2(11.42' -L _ �- o i LOT 33 10 21 z - TRACT NO. 37358-3 ") REC. 110712025, 0. R. J N89 3417"W 1320.28 ) 2119 5 _ I I 21 L12 211 ❑ I = - N89 56 28 E 1320.25 R2 � •-- "' �-21 °' L8 I I I �- L 29 z 381.79 ,- 278. 33' R6 T-\ I; 162.06' R5 �� -11 % 21 V.S.501 94-99 Q z `� - (660.12' Rs) (660' R1) (660.04' R2)(660.14' R3) _-_ % 85.32' 126.10' 244.0 g' 162.06' R6 1121 1 I 1 I C - 30 _ 44' 1 (13.83' R6Y- �.` �LL23 r (126.08' R5 8 I (244r02' R5) ;n ' ( I) 30 20 1 21 1 22 I r 1 171 16 115 114 113 112 I 11 28- 1 30' R/W ACCEPTED ^ -L^4 �� o X 0 21 35 1 34 0 � N � 30' R/W PER -' 1 PCL. 1 1 PER P.M.B. 93/68 31 r.-Q � 0 b N (244.02, 21 oN ^^ N o z M.B. 15/76 1 1 L6 1 1 1 1 1 1 1 27 21 PCL. 3 O o I o I- I I J i� M N N o co 21 ,� -- . LOcvn o N89 34 17"W R6) m o 8 N NOT ACCEPTED wo0- ---- PARCEL MAP 17011 o�NM 8 MN I - 3 / 21 cn _ a,rr � I - - - - - - �; M o w `� M M c.o.c. 23050 - o a TRACT NO. 37358-1 9 26 P.Af B. 93 68 - rn N 1 N ONE \ # p i - -21 BEAM CLAY LANE rn rn ,,� ���` �n $ ,,� w DOC. #2025-0005594 rn 93�^ 1 o i /� M PCL 2 i N ^ Mr7 ►� _ Q cv pQ i i M . B . 497/ 13-21 7 -I I N46 14 53 E �., - N N N PCL. 4 ci o o d--o, N g M ,� REC. 1 /07/2025, o.R. rn o n I -1 -� a / / 21 `� 19 -�-�N " o' '� I�� 44' R/W 1 1 W io I o �o:� o� 59' R/W PER v N o %�i o \O I z / I ❑ -IL4 1 20 I 21 122 I , o Q I I H2D PARALLEL TO WEST LINE to rn 0 o o � i) rn r� -� cv U 23 \ i I ,..� Z a, ,� I , 18 19.52 R6,R8� z rn i ACCEPTED PER I OF LOT 1538 (BALL ROAD).-\ M owv vz o ACCEPTED o M I 30' 3� i 28 / 27 126 25 124 I 23 ��,�(N89*28'39�E I I (N89'34'04"W !�\� P.M.B. 93/68 1 U � � N N I IEI 1la I LLLI J11L I LLLI I I I 1111J11 I LLLI � - _ i �•i Ri �' i" 21 --_-�o I ILLJII I ii ,�, 0 59' R/W ACCEPTED Z (,128.05' R3), (126.08 R5) o, (243.82' R5) 19 i i�, � i i '� � 59' R/W PER (No'25156"E 21 I r i 'n PER M.B. 405/86-91 127.93' R6 ` (126.08' R3) ,� "' 243.84' R3 ��' ' I 3 2- �_ 162.06' M.B.497/13-21 21 ' 59.97 R6) CO - j� C/L WES ROAD -` I- �c\ 16 19 126i099' 243.93 R6 �- (162.06' R3,R5);�\�--691.50' - - -T 628.30' O1 11 660.02' (660.02' R2 & R3) \ 660.02' (660.00' R2) (660.02' R3) 1320.04 0320.00 R1) (1320.02 R2) (1320.04 R3) (N89 56 43 E 1320.10 R4) - - - - - - 131 ' - - - - - - -' ' 9 80 (1319.70 R2) (1319.74 R3) 21 ------------------------ -. --�\\\ / I r C14 I M M 2 1.45' (1.44' R3) I � CITRINE WAY 15 N89.26'04"W 2641.68, i POSITION FOR : C.S. 1/16 COR., SEC. i i " /-- � 3 ^N � 04�N p 1/19 SECT I01/L1AE- � / Oa g i � i �Iv = i 1 to co N DETAIL "A" + I NOT TO SCALE i \��------- ----------- -------------''� UNE TABLE(THIS SHEET ONLY) UNE BEARING LENGTH L1 N3'32'21 "E 120.29' L2 N54 53'28W 24.60' L3 NO'25'56"E 91.01' L4 N34'07'20"E 18.03' L5 NO'25'56"E 56.00' L6 N89'34'04"W 172.06' L7 N2'03'53"E 120.35' L8 N89'34'04"W 201.08' L9 N2'03'53"E 42.62' L10 N87'56'07"W 56.00' L11 N46'14'48"E 20.91' L12 N89'34'17"W 96.47' L13 N89'30'47"W 102.05' L14 N9'55'16"W 18.83' L15 N50'39'23"W 33.58' L16 NO'25'56"E 124.88' L17 N01'58'37"E 177.42' L18 N89'37'43"W 162.07' L19 N89'37'43"W N89'56'07"E R4) 132.05 (132.05' R4) L20 (NO2'01'03"E R6) (330.00' R6) L21 (N89'26'04"W R6) (132.04' R6 L22 (N89'26'04"W R6) (162.05' R6 L23 N46'12'39"E 20.92' L24 N89'26'04"W 28.00' L25 N89'51'45"W 331.54' L26 N59'31'17"W 54.62' L27 NO'25'33"E 84.23' (R6) (R6) (R6) (R6) (R6) (R6) (R6) (R6) (R6) (R6) (R7) (R6) (R7) (R6)(R7) (R6)(R7) (R6)(R7) (R6)(R7) (R6)(R7) (177.43' CALC'ED R3) (R6) (R6) (NO1'31'55"E R2) (330.06' R2) (NO1'31'54"E R3) (330.03' R3) (N89'55'15"W R4) (132.04' R4) (N89'55'15"W R3) (162.05' R3) (R6) (R6) (R6) (R6) (R6) 1 SOUTH 1/4 1 (N89 34 04 W 2639.84 R6,R7,R8) (N88 54 E R1) (N89 56 45 E 2639.72R2) (N89.56'43"E 2639.79' R3) i S.E. CORNER CORNER I I I SEC. 3 N 270lro -----o 0 co - W n CV � o to c`no 0 z 3,35g-2 TR / �5,51 M•g• 500 � IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. TRACT NO 0 37358 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. KWC ENGINEERS JANUARY 2021 N89°26'05"W 111.04' I 56' 33 _ 28' 28' N 0 'o00 - �� � CV co I to to 00 N 39°26'05"W 111.04' w d w bi i� o Lo r7 I p o to Z N o cl d z ►� SEE SHEET NO. 6 N89026'05"W 111.04' N89°26'05"W 111.04' V2 I o ^ n u-, I m N 10) M x 26 N89°26'05"W 111.04' 32 A=16°18'41" _z_ R=100.00' � -' 28' 28' 0=16°18'41" 27 L=28.47' �� I }- �;:-R=100.00' U ; L=28.47' 026'05"W 105.87' 4.07 - 3.31' ' ,� 0 II- U U rn oM 0;1 Z < z rn ° J 31 _ � , c�� - � N \ cV , i rM c a 9026'05"W 94.85' J M N69'04'23"E(R) a,. ���563923��2" L=17813 30 10, / W N01'45'00"E(R)Lo N .- v o 140.49' Z (N89°34'04I"W 278.11' Ri 4 I I 2 3735g-2 TR 45,51 500 M•6' N89°26'05"W 106.08 O O ro Lo N _ Lo I - 19 Lo �' _' �, N89°30'47"W 105.00' -``' o 0 to tp Lf) ^ n N O I e o � v I LJ Z o O z° M Z � r1 N89°26'05"W 111.04' 13 ^ Of o ICN 56' ^ U � Lo o o n 0 28, , 28 W CD I ^ °° ^ Of " Qo 18 N89°30'47"W 105.00' o M o W I z Of o Z W N N89026'05"W 111.04' o Cn co 14 oM 0 0 v 64' w � C) oN oN CD m F- z 28 017 = 0 u•i N89 ° 30' 47"W 105.01 ' J 00 n d 0 M J N89°26'05"W 93.92 N67'56'33"W(R) 29 15' N SEE DETAIL B co Of N89°26'05"W 111.04' 1 cJ ,�'� � B � . 21 0 (56.00 Lo ,' �� ° N (NO2 03 53 E 87°56'07"W R7 ° » (N54 15 22 W ° » N_87 56 11 W co 36.95' R7) 18.04' R6) i _ - 64.00' ----- w CO 16 N 0 I 89.96' I r N Lo ^ rx•• ® (N87°58'51"W 95.97' R6)Of © (N89 26 05 W 111.04 R7) r� o o ' 8 o I /L PITCHER StRFET10f .-'' L0I C v 137.62' (NO2°03'53"E �, 0 N I b --lN W `�` 17.20' R7) "' I _ _ N I (N87°58'S1"W_ 211.97' R7 R8) _ O � W _`r' N ^ I o � � _ Z - ^I n n ° _____ ®Iz � o rn I N87°58'51"W 92.87 R7,R8) � MI z N � `� (° � 0 �I V- (N21°55'33'W�� N u7 o r- w I e » 22.17' R7,R8) N8---- 1 -N --- (N58 21 39 E - 21 67.10' Nz �,I ^ � 18.02' R7,R8) Ln o 22 0 �� °N° N 358,3 v TR 3�of 50 0 Lo cr_ EN n C/L INFIELD STREET I �� I� _ Zpo M L - - - 2US- 0%j 11Q,L1 LfiO;kylo'k SHEET 5 OF 6 SHEETS rn B w N �� Ld 0)) w _ U ?�? o co (V 4 o �t �Z Lo o z J� 21 0 \�. 89.96'--`� 6.01' (N26 15 16 E �-ti- (N87°58'51'W -- 21.93' R7) 95.97' R6) ® DETAIL "B" N.T.S. NOTES: 1) SEE SHEET NO. 2 FOR VICINITY MAP, GPS TIE MAP, BASIS OF BEARINGS NOTE, MONUMENT NOTES, ADDITIONAL LINE DATA, ENVIRONMENTAL CONSTRAINT NOTE AND SURVEYOR'S NOTES. 2) SEE SHEET NO. 4 FOR INDEX SHEET. 3) SEE SHEET NO. 3 FOR BOUNDARY CONTROL MAP. 40' 0 40' 80, 120' SG4LE /N FEET :1 "=40' NOTES: 1) SEE SHEET NO. 2 FOR VICINITY MAP, GPS TIE MAP, BASIS OF BEARINGS NOTE, ADDITIONAL LINE DATA, ENVIRONMENTAL CONSTRAINT NOTE AND SURVEYOR'S NOTES. 2) SEE SHEET NO. 3 FOR BOUNDARY MAP. 3) SEE SHEET NO. 4 FOR INDEX SHEET. -■-�`- (480.00 ' R7) - n 20 TR 37358 2 M.B. 500 / 45 51 I -9 >5 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. TRACT NO 0 37358 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. KWC ENGINEERS JANUARY 2021 ---(N89026'04"W 1320.84' R6,R7,R8) � (1105.46' R6,R7,R8) F22T 60.00' 60.00' 60.00' 1 60.00' 1 60.00' 60 00' 121 48' ' 00 rn Co co O) M n o n f4 to w -, 1 w 2 w 3 O LO LO N N LO LO N CD CD Z z CD z co 00 rn o p 4 5 w w n tC) LO N (V 0 Co z Co - _ ( (4.46' R7) 22 22 , 21 - Curve Table Curve # Length Radius Delta C1 129.12' 66.00' 112*05'34" C2 64.56' 66.00' 56'02'47" C3 64.56' 66.00' 56'02'47" C4 .20.32' 66.00' 17'38'20" Parcel Line Table (THIS SHEET ONLY) Line # Length Bearing L1 80.00' N2' 03' 49"E L2 33.52' N89' 26' 06"W L3 77.07' N28' 46' 23"W L4 36.10' N28' 46' 23"W L5 40.97' N28' 46' 23"W L6 45.81' N67' 52' 34"W L7 18.00' N45' 43' 43"E 40' 0 40' 80' 120' SCALE /N FEET SCALE: 1 "=40' 60.00 60.00 60.00 60.00 (N89°26'O5"W 321.73' R7) N89°26'05"W 314.68' °O w ' N (28.00' R7) C/L BLUE GRASS LANE 00 N (N89°26'05"W 420.86' R7) o _ _ 44.14' 41.89' 00 C14z � (28.00' R7) I co I LOT "A" I �rl ° N I N89 ° 26' 05"W 413.43' � N (THIS SHEET ONLY) 7� (N89°26'05"W 96.43 R7) �` - � � N89°26'05"W 359.02' 221 ` .22 95.64' -�� 86.03' 96.43' (4.45' R7) N43041'06"W - - N46°18'54"E 21.49' 28' I 28' 20.93' (V fly 0 3 6 W 23 _I 46 w 278.10' 0 0 I'll - N89026'05"W 111.04' U 1 1 111.04' '- N89026'05"W j I fl2 � 35 0 o � CD 24 o co J w U N89°26'05"W 111.04' U 111.04' p J �- N89°26'05"W flfl C) 34 9 I 56' N w o o CD to 28' 28' 0 � 25 LO CD C6 I "' o co 00 � Lo_� z w - _ N89°26'05"W 111.04' N co iri 111.04' n N _ 00 �' ' - N89 ° 26' 05"W O w n w I w N o fl0 v 33 M CD Z z I N Z 26 I SEE SHEET 79.96 , LOT 37 OPEN SPACE 00 00 1 p'46 A _ ��21•��`�1J w 6 w 7 ^ / , moo, Oh / L7 B L0 co^, h� �h O CV; /;` / N N % ��O / JT � `tl� i 00 0 z R=100.00 48.58 8 oL=17.97' 'I L=30.45' »;i�% ; i 32.41' 26 2610 gg, C? /4�. ��`� 1�� 5.58' 40 »E ` IN -- ��� �9� 15 98.74' _ �' �, N65', - 54.41' '----- Lo M C14 LA 01 � (,s N _ N 85.37 tiQun ' .53 - 1I ^ � N89 ° 30' 47"W 97.05' 22 No cV a B ^ M 10 Z, ° » 10 111.04' Q A-10 17 48 R=100.00' 222.08' _ ' H• - 28' co L=17.97'00 m I 0 = W N89030'47"W 105.00' 21 CD U L6 a � U I - ao 111- 04' 11 LO (o 222.08' -- w 00, (o w w rn I 0 ;� o 20 56' e oN Z N z `- N89°30'47"W 105.00' Lo (0 28 28' 111.04' "' rn to 12 222.08' - - r- `- to LO LO Qo, (a a; co w I v r7 w w to n 0 LO LO 19 N89030'47"W 105.00' Z I C04 D N Z Z I 13 Z015-0331`Zq 05 0 2 i SHEET 6 OF 6 SHEETS 64.02' I 64' I O N CL w O O Q z U 0 r7 d- o; 04 N Q, w o � I CN o 0 `r o � Is o o' °O Of o o (D (o N of W o o N , N O Z 15 %21 N87*58'51 "W (N26 ° 15' 16"E 6.01' 21.93' R7,R8) 22 I