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mb490_007-013N O O Pfflinzmm NUMBERED (RESIDENTIAL): 147 LETTERED (STREET & PUBLIC UTILITY): 7 DOUBLE LETTERED (OPEN SPACE & RETAINED): 4 TOTAL: 158 GROSS AREA: 67.71 AC. NET AREA: 58.89 AC. OWNER'S STATEMENT IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA r n n b n ,t MAMA �..�� BEING A SUBDIVISION OF A PORTION OF THE NORTHWEST 1/4 OF FRACTIONAL SECTION 4, TOWNSHIP 6 SOUTH, RANGE 4 WEST, S.B.M., AS SHOWN BY UNITED STATES GOVERNMENT SURVEY APPROVED AUGUST 25, 1880. K &A ENGINEERING, INC. 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. WE HEREBY DEDICATE TO PUBLIC USE FOR STREET AND PUBLIC UTILITY PURPOSES LOTS "A" THROUGH "G", INCLUSIVE, AS SHOWN HEREON. WE ALSO HEREBY DEDICATE TO THE CITY OF LAKE ELSINORE LOT "DD" FOR PUBLIC PARK PURPOSES AS SHOWN HEREON. WE HEREBY RETAIN LOTS "AA" AND "BB" FOR OPEN SPACE PURPOSES AS SHOWN HEREON, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS AND ASSIGNEES. WE HEREBY RETAIN LOT "CC" FOR WATER QUALITY BASIN PURPOSES AS SHOWN HEREON, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS AND ASSIGNEES. SOUTH SHORE II, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY. BY: /' + DATE: PRINT NAME: ERIK W. LUNDE 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 *T K%M COUNTY OF 9:%Vgrje% chi ON MQSLV%8.2x23 BEFORE ME, fCO3Pnn9� .,'Na� wfk , A NOTARY PUBLIC, PERSONALLY APPEARED E'rLinn Q . , WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(.% ` WHOSE NAME(Sj IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/$HE/THS' EXECUTED THE SAME IN HISII�W/TWR AUTHORIZED CAPACITY(Ji3'J, AND THAT BY HIS/JUER"/114M SIGNATURE(< ON THE INSTRUMENT THE PERSONX, OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(.. -1 ACTED, EXECUTED THE INSTRUMENT. AUGUST, 2022 SURVEYOR'S STATEMENT SHEET 1 OF 7 SHEETS RECORDER'S STATEMENT FILED THIS � DAY OF �ay20 23 AT 10:32 A M. IN BOOK 93-001' MAPS, AT PAGES I - 13 , AT THE REQUEST OF THE CLERK OF THE BOARD. NO. 2-02'6-01 215.S FEE -f 21. 00 - PETER ALDANA ASSESSOR - COUNTY CLERK - RECORDER BY: DEPUTY SUBDIVISION GUARANTEE: CHICAGO 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 SOUTH SHORE II, LLC, IN AUGUST, 2022. 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. DATE:` 20 ROBERT SCIPIOBLUME P.L.S. N0. 9154 CITY ENGINEER'S STATEMENT s E P�O slid �v G� Bi G CL n O ° No. 9154 \FO` CAL 0 I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND FOUND THAT IT IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE TRACT MAP NO. 36567 AS FILED, AMENDED AND APPROVED BY THE CITY COUNCIL ON APRIL 14, 2015. THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE MAP, HAVE BEEN COMPLIED WITH. DATE: 2-4 1 , 20 23 �D� J RE ON HABIB, CITY ENGINEER, CITY OF L KE ELSINORE R.C.E. 83156 CITY SURVEYOR'S STATEMENT Z cll_No. 83156) _7j �C10- TFOF CA\ -\F I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND I AM SATISFIED SAID MAP IS TECHNICALLY CORRECT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. (fin �j, WITNESS MY HAND. DATE: 1 �`'� <<-- 20 ! \ONFL LANA S NO, GpG MY PRINCIPAL PLACE OF BUSINESS IS IN -s' "4MA,4 SIGNATURE %VGCeitk2 COUNTY. 2�-v c� v� MY COMMISSION EXPIRES: c O ERIK HO ARD, CITY SURV YOR, CITY OF LA ELSINORE No. 7648 PRINT NAME: to'��ftha plW S&kCA MY COMMISSION NUMBER: Z3 2 P.L.S. 7648 * *j SIGNATURE OMISSIONS PURSUANT TO SECTION 66436 OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING OWNERS OF EASEMENTS AND/OR OTHER INTERESTS HAVE BEEN OMITTED: AN EASEMENT FOR UTILITIES PURPOSES, IN FAVOR OF ABE CORLIN AND HENRY SCHULTZ SR., RECORDED ON NOVEMBER 16, 1923, IN BOOK 592, PACE 534, OF DEEDS. AN EASEMENT FOR PIPELINES AND POLE LINES PURPOSES, IN FAVOR OF CALIFORNIA GAS TRANSMISSION CO., RECORDED ON APRIL 27, 1962, PER INSTRUMENT NO. 39162, OF OFFICIAL RECORDS. AN EASEMENT FOR PUBLIC ROAD PURPOSES, PUBLIC UTILITY AND PUBLIC SERVICES, IN FAVOR OF THE CITY OF LAKE ELSINORE, RECORDED SEPTEMBER 1, 1983, PER MAP RECORDED IN P.M.B. 116/100 OF OFFICIAL RECORDS. THE AFFECT OF A RESOLUTION ON SAID MAP, BY THE CITY OF LAKE ELSINORE, BY AND THROUGH ITS DULY AUTHORIZED OFFICE ACCEPTING THE DEDICATION OF PUBLIC UTILITY EASEMENT ONLY. AN EXISTING EASEMENT FOR INGRESS AND EGRESS PURPOSES, IN FAVOR OF RAYMOND A. EVANS, A SINGLE MAN AND THE FAMILY TRUST OF MICHAEL J. KRAUSE AND MARY R. KRAUSE, RECORDED ON FEBRUARY 21, 2013, PER INSTRUMENT NO. 2013-0087985, OF OFFICIAL RECORDS. ABANDONMENT NOTE PURSUANT TO SECTION 66436 OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING OWNERS OF EASEMENTS AND/OR OTHER INTERESTS HAVE BEEN OMITTED: AN EXISTING EASEMENT FOR PUBLIC ROAD PURPOSES, PUBLIC UTILITY AND PUBLIC SERVICES, IN FAVOR OF THE CITY OF LAKE ELSINORE, RECORDED SEPTEMBER 1, 1983, PER MAP RECORDED IN P.M.B. 116/100 OF OFFICIAL RECORDS. THE AFFECT OF A RESOLUTION ON SAID MAP, BY THE CITY OF LAKE ELSINORE, BY AND THROUGH ITS DULY AUTHORIZED OFFICE ACCEPTING THE DEDICATION OF PUBLIC UTILITY EASEMENT ONLY. OF CA0' CITY CLERK'S STATEMENT I, CANDICE ALVAREZ, THE CITY CLERK OF LAKE ELSINORE ON J.& DAY OF ftV-i I . 20ja THAT THIS MAP CONSISTING OF 6 SHEETS BE, AND THE SAME HEREBY IS, ACCEPTED AS THE FINAL MAP FOR TRACT MAP 36567 AND ACCEPTS THE OFFERS OF DEDICATION MADE HEREON FOR STREET AND PUBLIC UTILITY PURPOSES LOT "A" (JULIA STREET), LOT "B" (VIA GARDA), LOT "C" (CAROLINA STREET), LOT "D" (REESE STREET), LOT "E" (SARA STREET), LOT "F" (SANDRA COURT), LOT "G" (SHINE COURT), SUBJECT TO IMPROVEMENTS. WE ALSO HEREBY ACCEPT THE OFFER OF DEDICATION OF LOT "DD" FOR PUBLIC PARK PURPOSES AS DEDICATED, SUBJECT TO IMPROVEMENTS. DATE: Apb1 18 20-23-- CANDICE ALVA , TY CLERK, CITY OF LAKE ELSINORE 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��`;2 DATE: MAR -C4 ZZ 2o2 -3 - MATTHEW JENNINGS, COUNTY TAX COLLECTOR BY. DEPUTY TAX BOND CERTIFICATE I HEREBY CERTIFY THAT A BOND IN THE SUM OF t!l3,Z00- 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 THE 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: I Vl 1009.CA 22 , 20ZZ. CASH OR SURETY BOND MATTHEW JENNINGS, COUNTY TAX COLLECTOR BY: DEPUTY SHEET INDEX: IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA I PARCEL 6 I 2 P.M. 36632 P.M.B. 251/45-50 • \3 E532 33 4 u,t4m tn 0 N 4 M N N 3 h N O T O z N M � N N pp co � u to z �2 Of rn N N 0 C2 O Z PARCEL 5 P.M. 35336 P.M.B. 240/19-26 PARCEL 4 P.M. 35336 P.M.B. 240/19-26 R.S. 106/34-37 (N89'36'36"E 2632.05' R7 MR) (N89'35'45"E 2631.96' R6) (N89'35'00"E 2631.76' R4) 1316.03' _ ' � 777.62' (777.50' R6) v I � / 2 \ VN'* 32'06"W .15' 538.41' ' 771 \`' JA �'o P G4' P Al ( PARCEL 4 P.M. 13708 P.M.B. 116/100 �o I hl tLo I 31 0I PARCEL 2 ( z P.M. 13708 P.M.B. 116/100 of N N bI I'00 of ZILOT 'C) LOT 'D' I I I „ III m c" d: O] N N to N c N 00 �� c -4 M 0 �z 1.0 O z v I5 1316.02' - 1854.43' (1854.46' R6) ('T3 4 lb I I IC" I� IN N 00 U7 ix 18 I Ln M N89'46'22"W 1320.19' rn *--------�- N / I 284.33' 1035.86' N 1, - L1 (N89'39'28"E 1035.86' R10) 14 N83'43'17"WCRj_.-1t7 O IM 17 I ® N L2 "' L3Cl I N C1 a ®{ !I 0;1=4.1al2111i ..41 359.92' 2 BOUNDARY (N88'57'54"W 360.00' R3) ' 47'5255" BASIS OF BEARINGS M (N6'16'43"E R10) •" NOTES SURVEYOR'S 04 (250.71' R10) EASEMENT NOTES RANGE 4 WEST, S.B.M., AS SHOWN BY UNITED STATES GOVERNMENT SURVEY M 3 INDEX MAP K a ENGINEERING, INC. AL LPA MAP oIz C3 FOUNDVICINITY MONUMENT NOTES ¢I 4-7 w MAPPING NI BOUNDARY 4 I CN CD Z',L9 rn 200.00' 82.81' I PARCEL 6 I 2 P.M. 36632 P.M.B. 251/45-50 • \3 E532 33 4 u,t4m tn 0 N 4 M N N 3 h N O T O z N M � N N pp co � u to z �2 Of rn N N 0 C2 O Z PARCEL 5 P.M. 35336 P.M.B. 240/19-26 PARCEL 4 P.M. 35336 P.M.B. 240/19-26 R.S. 106/34-37 (N89'36'36"E 2632.05' R7 MR) (N89'35'45"E 2631.96' R6) (N89'35'00"E 2631.76' R4) 1316.03' _ ' � 777.62' (777.50' R6) v I � / 2 \ VN'* 32'06"W .15' 538.41' ' 771 \`' JA �'o P G4' P Al ( PARCEL 4 P.M. 13708 P.M.B. 116/100 �o I hl tLo I 31 0I PARCEL 2 ( z P.M. 13708 P.M.B. 116/100 of N N bI I'00 of ZILOT 'C) LOT 'D' I I I „ III m c" d: O] N N to N c N 00 �� c -4 M 0 �z 1.0 O z v I5 1316.02' - 1854.43' (1854.46' R6) ('T3 4 lb I I IC" I� IN N 00 U7 ix 18 I Ln M N89'46'22"W 1320.19' rn *--------�- N / I 284.33' 1035.86' N 1, - L1 (N89'39'28"E 1035.86' R10) 14 N83'43'17"WCRj_.-1t7 O IM 17 I ® N L2 "' L3Cl I N C1 a ®{ !I 0;1=4.1al2111i SURVEYOR'S NOTES AND LEGEND: II II I I y 17 � � e L4 CD � � L 17 c I 1 11 I 17 (175.96' R3). -175.97'-4l,,--L8-l! (R1) INDICATES RECORD DATA PER PARCEL MAP NO. 35336, P.M.B. 240/19-26. (R2) INDICATES RECORD DATA PER RECORD OF SURVEY, R.S. 72/43-44. (0) INDICATES RECORD DATA PER RECORD OF SURVEY, R.S. 87/77-78. (R4) INDICATES RECORD DATA PER RECORD OF SURVEY, R.S. 106/34-37. (R5) INDICATES RECORD DATA PER RECORD OF SURVEY, R.S. 125/42. (R6) INDICATES RECORD DATA PER PARCEL MAP NO. 13708, P.M.B. 116/100. (R7) INDICATES RECORD DATA PER PARCEL MAP NO. 36632, P.M.B. 251/45-50. (R8) INDICATES RECORD DATA PER TRACT MAP NO. 32077, M.B. 426/92-108. (R9) INDICATES RECORD DATA PER GOVERNMENT PLAT APPROVED BY THE SURVEYOR GENERAL'S OFFICE IN SAN FRANCISCO, CALIFORNIA, ON AUGUST 25, 1880, AND ON FILE AT THE BUREAU OF LAND MANAGEMENT OFFICE. (R10) INDICATES RECORD DATA PER INSTRUMENT NO. 2006-951696. (R11) INDICATES RECORD DATA PER INSTRUMENT NO. 2013-0087985. MR INDICATES MEASURED AND RECORD DATA. OS INDICATES OPEN SPACE. (2) INDICATES MONUMENT NUMBER AS DESCRIBED IN MONUMENT NOTES. ® INDICATES FOUND MONUMENT AS NOTED ON SHEET NO. 3. OO INDICATES SEARCHED, NOTHING FOUND, SET 1" I.P., W/TAG "L.S. 9154% FLUSH. O INDICATES SET 1" X 18" I.P. WITH "L.S. 9154" TAG, FLUSH, AT ALL REAR LOT CORNERS, ANGLE POINTS IN SIDE OR REAR LOT LINES, AND ALL BOUNDARY CORNERS. WHERE CONCRETE WALLS EXIST, SET NAIL AND TAG "L.S. 9154" ON TOP OF WALL IN LIEU OF 1" X 18" I.P. SET LEAD AND TAG "L.S. 9154% IN TOP OF CURB (RIVERSIDE COUNTY STANDARD 'E') ON SIDE LOT LINES PROJECTED, IN LIEU OF FRONT LOT CORNERS. SET LEAD AND TAG "L.S. 9154", IN TOP OF CURB (RIVERSIDE COUNTY STANDARD 'E') FOR RIGHT-OF-WAY B.C.s, E.C.s, P.C.C.s, P.R.C.s, AND CORNER CUTBACKS PROJECTED PERPENDICULAR OR RADIAL FROM RIGHT-OF-WAY. ALL MONUMENTS SHOWN AS "SET" ARE OR WILL BE IN ACCORDANCE WITH THE COUNTY ORDINANCE NO. 461.10 AND THE MONUMENT AGREEMENT OF THIS MAP. EASEMENT NOTES 1 INDICATES AN EXISTING EASEMENT FOR UTILITIES PURPOSES, IN FAVOR OF ABE CORLIN AND HENRY SCHULTZ SR., RECORDED ON NOVEMBER 16, 1923, IN BOOK 592, PAGE 534, OF DEEDS. THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS NOT PLOTTABLE FROM RECORD. 2 INDICATES AN EXISTING EASEMENT FOR PIPELINES AND POLE LINES PURPOSES, IN FAVOR OF CALIFORNIA GAS TRANSMISSION CO., RECORDED ON APRIL 27, 1962, PER INSTRUMENT NO. 39162, OF OFFICIAL RECORDS. THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS NOT PLOTTABLE OF RECORD. 0 INDICATES AN EXISTING EASEMENT FOR PUBLIC ROAD PURPOSES, PUBLIC UTILITY AND PUBLIC SERVICES, IN FAVOR OF THE CITY OF LAKE ELSINORE, RECORDED SEPTEMBER 1, 1983, PER MAP RECORDED IN P.M.B. 116/100 OF OFFICIAL RECORDS. THE AFFECT OF A RESOLU11ON ON SAID MAP, BY THE CITY OF LAKE ELSINORE, BY AND THROUGH ITS DULY AUTHORIZED OFFICE ACCEPTING THE DEDICATION OF PUBLIC UTILITY EASEMENT ONLY. ABANDONED HEREON. A INDICATES AN EXISTING EASEMENT FOR INGRESS AND EGRESS PURPOSES, IN FAVOR OF RAYMOND A. EVANS, A SINGLE MAN AND THE FAMILY TRUST OF MICHAEL J. KRAUSE AND MARY R. KRAUSE, RECORDED ON FEBRUARY 21, 2013, PER INSTRUMENT NO. 2013-0087985, OF OFFICIAL RECORDS. 3 IN88'58'28"W 359.92' RADIUS I (N88'57'54"W 360.00' R3) ' 47'5255" RCEL I k Ihn PARCEL 3 I' I M (N6'16'43"E R10) .M. 13708 P.M. 13708 I 04 (250.71' R10) .B. 115/100 �I� P.M.B. 116/100 co 6 M cn 600.00' 463.73' �c �d- LPA (600.00' R10) oIz C3 29'29'37" ¢I 102.95' 31.34' NI (200.00' R10) 4 I CN CD Z',L9 rn 200.00' 82.81' 45+34"E`� (23'43'25" R10) (200.00' R10) (82.81' R10) 10 777.74 777.69' R3) (777.71 R6) g (360.00' R3) g ® C4 (136.49' R10) I N12'28'59"E 790.14' (790.01' R7) _360.02' (N12'28'59"E R10) N88'57'08"W 1326.13' (N88'57'54"W 1325.97' R3) (N88'57'53"W 1199.42' R10) 6 R.S. 87/77-78 SURVEYOR'S NOTES AND LEGEND: II II I I y 17 � � e L4 CD � � L 17 c I 1 11 I 17 (175.96' R3). -175.97'-4l,,--L8-l! (R1) INDICATES RECORD DATA PER PARCEL MAP NO. 35336, P.M.B. 240/19-26. (R2) INDICATES RECORD DATA PER RECORD OF SURVEY, R.S. 72/43-44. (0) INDICATES RECORD DATA PER RECORD OF SURVEY, R.S. 87/77-78. (R4) INDICATES RECORD DATA PER RECORD OF SURVEY, R.S. 106/34-37. (R5) INDICATES RECORD DATA PER RECORD OF SURVEY, R.S. 125/42. (R6) INDICATES RECORD DATA PER PARCEL MAP NO. 13708, P.M.B. 116/100. (R7) INDICATES RECORD DATA PER PARCEL MAP NO. 36632, P.M.B. 251/45-50. (R8) INDICATES RECORD DATA PER TRACT MAP NO. 32077, M.B. 426/92-108. (R9) INDICATES RECORD DATA PER GOVERNMENT PLAT APPROVED BY THE SURVEYOR GENERAL'S OFFICE IN SAN FRANCISCO, CALIFORNIA, ON AUGUST 25, 1880, AND ON FILE AT THE BUREAU OF LAND MANAGEMENT OFFICE. (R10) INDICATES RECORD DATA PER INSTRUMENT NO. 2006-951696. (R11) INDICATES RECORD DATA PER INSTRUMENT NO. 2013-0087985. MR INDICATES MEASURED AND RECORD DATA. OS INDICATES OPEN SPACE. (2) INDICATES MONUMENT NUMBER AS DESCRIBED IN MONUMENT NOTES. ® INDICATES FOUND MONUMENT AS NOTED ON SHEET NO. 3. OO INDICATES SEARCHED, NOTHING FOUND, SET 1" I.P., W/TAG "L.S. 9154% FLUSH. O INDICATES SET 1" X 18" I.P. WITH "L.S. 9154" TAG, FLUSH, AT ALL REAR LOT CORNERS, ANGLE POINTS IN SIDE OR REAR LOT LINES, AND ALL BOUNDARY CORNERS. WHERE CONCRETE WALLS EXIST, SET NAIL AND TAG "L.S. 9154" ON TOP OF WALL IN LIEU OF 1" X 18" I.P. SET LEAD AND TAG "L.S. 9154% IN TOP OF CURB (RIVERSIDE COUNTY STANDARD 'E') ON SIDE LOT LINES PROJECTED, IN LIEU OF FRONT LOT CORNERS. SET LEAD AND TAG "L.S. 9154", IN TOP OF CURB (RIVERSIDE COUNTY STANDARD 'E') FOR RIGHT-OF-WAY B.C.s, E.C.s, P.C.C.s, P.R.C.s, AND CORNER CUTBACKS PROJECTED PERPENDICULAR OR RADIAL FROM RIGHT-OF-WAY. ALL MONUMENTS SHOWN AS "SET" ARE OR WILL BE IN ACCORDANCE WITH THE COUNTY ORDINANCE NO. 461.10 AND THE MONUMENT AGREEMENT OF THIS MAP. EASEMENT NOTES 1 INDICATES AN EXISTING EASEMENT FOR UTILITIES PURPOSES, IN FAVOR OF ABE CORLIN AND HENRY SCHULTZ SR., RECORDED ON NOVEMBER 16, 1923, IN BOOK 592, PAGE 534, OF DEEDS. THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS NOT PLOTTABLE FROM RECORD. 2 INDICATES AN EXISTING EASEMENT FOR PIPELINES AND POLE LINES PURPOSES, IN FAVOR OF CALIFORNIA GAS TRANSMISSION CO., RECORDED ON APRIL 27, 1962, PER INSTRUMENT NO. 39162, OF OFFICIAL RECORDS. THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS NOT PLOTTABLE OF RECORD. 0 INDICATES AN EXISTING EASEMENT FOR PUBLIC ROAD PURPOSES, PUBLIC UTILITY AND PUBLIC SERVICES, IN FAVOR OF THE CITY OF LAKE ELSINORE, RECORDED SEPTEMBER 1, 1983, PER MAP RECORDED IN P.M.B. 116/100 OF OFFICIAL RECORDS. THE AFFECT OF A RESOLU11ON ON SAID MAP, BY THE CITY OF LAKE ELSINORE, BY AND THROUGH ITS DULY AUTHORIZED OFFICE ACCEPTING THE DEDICATION OF PUBLIC UTILITY EASEMENT ONLY. ABANDONED HEREON. A INDICATES AN EXISTING EASEMENT FOR INGRESS AND EGRESS PURPOSES, IN FAVOR OF RAYMOND A. EVANS, A SINGLE MAN AND THE FAMILY TRUST OF MICHAEL J. KRAUSE AND MARY R. KRAUSE, RECORDED ON FEBRUARY 21, 2013, PER INSTRUMENT NO. 2013-0087985, OF OFFICIAL RECORDS. GPS CONTROL: (CNPP) N: 2258382.001 (GRID) E: 6149110.966 (GRID) 0 z 0 cr 0 SHEET 2 OF 7 SHEETS CONVERGENCE ANGLE POINT AT BASE POINT: (99) = -00'35'03" SCALE: 1"=200' 0 200 400 600 CURVE TABLE NO. �I RADIUS PROPERTY DESCRIBED IN M 47'5255" INSTRUMENT NO. 2006-951696 I (N6'16'43"E R10) RECORDED DECEMBER 29, 2006 3 (250.71' R10) O.R. COUNTY OF RIVERSIDE 44'16'57" 600.00' 463.73' L3 (4416'57" R10) (600.00' R10) oIz C3 29'29'37" ¢I 102.95' 31.34' NI (200.00' R10) (102.95' R10) I rn 200.00' 82.81' 45+34"E`� (23'43'25" R10) (200.00' R10) (82.81' R10) 136.49' ® C4 (136.49' R10) I N12'28'59"E 143.49' (N12'28'59"E R10) (143.49' R10) L8 (N88'57'53"W 1199.42' R10) 6 - - - -- 1199.42' 12.40' L9 N88'57'48"W 1326.07' - V 12.32' R3 16 (N88'57'54"W 1325.97' R3) I GPS CONTROL: (CNPP) N: 2258382.001 (GRID) E: 6149110.966 (GRID) 0 z 0 cr 0 SHEET 2 OF 7 SHEETS CONVERGENCE ANGLE POINT AT BASE POINT: (99) = -00'35'03" SCALE: 1"=200' 0 200 400 600 CURVE TABLE NO. DELTA RADIUS LENGTH Cl 47'5255" 300.00' 250.71' (N6'16'43"E R10) (4752'55" R10) (300.00' R10) (250.71' R10) C2 44'16'57" 600.00' 463.73' L3 (4416'57" R10) (600.00' R10) (463.73' R10) C3 29'29'37" 200.00' 102.95' 31.34' (2929'37" R10) (200.00' R10) (102.95' R10) C4 23'43'25" 200.00' 82.81' (N40'59'03"W R10) (23'43'25" R10) (200.00' R10) (82.81' R10) LINE TABLE NO. BEARING LENGTH L1 N5'02'04"E 50.92' (N6'16'43"E R10) (40.71' R10) L2 N54'09'38"E 66.82' (N54'09'38"E R10) (66.82' R10) L3 N26'06'22"E 39.42' (N26'06'22"E R10) (39.42' R10) L4 N1810'34"W 31.34' (N18'10'34"W RID) (31.34' R10) L5 N40'59'03"W 52.61' (N40'59'03"W R10) (52.61' R10) L6 N11'29'26"W 136.49' (N11'29'26"W R10) (136.49' R10) L7 N12'28'59"E 143.49' (N12'28'59"E R10) (143.49' R10) L8 N88'57'48"W 126.65' N88'57'08"W 12.40' L9 N88'57'54"W R3 12.32' R3 GPS CONTROL: (MLFP) N: 2279468.184 (GRID) E: 6237668.034 (GRID) ;103?.g6I 1 �lR,v, + 4"E M6362 0,�� o \ \s43 co 30. va FOUND POINT: (2) o 9 N: 2194156.710 (GRID) E: 6239178.986 (GRID) PFPOINT.c ul \pl 'z�8.04+ (GRID)N67'40_05"E (1) :.9 (GRID) GPS CONTROL: (SBCC) E: 6239190.763 (GRID) N: 2147751.055 (GRID) E: 6131652.364 (GRID) BASIS OF BEARINGS: THE BASIS OF BEARING FOR THIS SURVEY IS DERIVED FROM AN ONLINE POSITIONING USER SERVICE (OPUS) SOLUTION USING THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) 'CNPP", "MLFP", AND "SBCC", NAD83 (NSRS 2011) EPOCH 2010.00 AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES , MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A COMBINATION FACTOR OF 0.99988922. CALCULA11ONS ARE MADE AT CONTROL POINT "99' WITH COORDINATES OF: N:2193510.990 (GRID) E:6238346.263 (GRID) USING AN ELEVATION OF 1849.63 (NAVD88') ouj 93 94 95 96 97 98 LOT "AA" OS (SEE SHEET 7) T RFRT 1 2 LOT "A" 3 4 5 1 6 1 7 1 8 1 9 1 10 1 11 22 1 21 1 20 1 19 118 1 17 1 16 1 15 1 14 113 1 12 SARA STREET LOT "E" 1z17:m a%1% 147 146 ro 145 _ 0 144 a 0 J SANDRA COURT LOT "F" L 56 57 58 59 60 61 62 136 t 25 26 27 28 29 30 31 32 1!4t IAIFA 143 ___[f 86 85 33 142 w 92 91 90 89 88 87 141 34 U)SHINE COURT LOT "G" 35 140 W uid 84 36 -7 139 75 76 77 78 79 80 81 82 83 37 138 38 137 74 73 72 71 70 69 68 67 66 65 64 IQ a 0 J SANDRA COURT LOT "F" L 56 57 58 59 60 61 62 136 t IAIFA 54 53 52 51 50 4948 43 47 44 CAROLINA STREET 46 407- 45 99 100 101 102 103 104 105 106 107 108 ®o®®®®mmm VIA GARDA LOT "B" 127 r _ 126 118 1119 1120 1 121 122 112T4 125 LOT "CC" WATER QUALITY BASIN (SEE SHEET 7) MONUMENT NOTES ' 132 131 130 129 128 LOT "DD" PARK O— FOUND 2' I.P., NO TAG, UP 0.2', IN LIEU OF 2" I.P., W/TAG "L.S. 4230", PER R.S. 87/77-78, P.M.B. 116/100, AND P.M.B. 240/19-26. ACCEPTED AS THE WEST 1/4 CORNER OF SECTION 4. SET TAG I.S. 9154'. �- FOUND 2" I.P., NO TAG, FLUSH, PER P.M.B. 240/19-26, IN LIEU OF 2' I.P., W/TAG "L.S. 2602", FLUSH, PER R.S. 52/16, R.S. 56/11, R.S. 65/8, R.S. 72/42-43, P.M.B. 58/80, AND P.M.B. 116/100. ACCEPTED AS THE NORTHWEST CORNER OF SECTION 4. SET TAG "L.S. 9154". O3 — FOUND 2" BRASS DISC, STAMPED "RIV. CO. SURV. T5S-R4W SECTIONS 32, 33, 4, 5, T6S-R4W 1984", UP 0.2', PER C.R. 84-140 AND R.S. 106/34-37, SET PER C.R. 84-140. NOT ACCEPTED. 1.14' S -LY AND 0.07' E'LY OF ACCEPTED NORTHWEST CORNER OF SECTION 4. t� FOUND 1' I.P., NO TAG, UP 0.1', PER P.M.B. 116/100. ACCEPTED AS THE NORTHWEST CORNER OF PARCEL 4 OF SAID MAP. SET TAG "L.S. 9154'. FOUND 1' I.P., W/TAG "L.S. 4266", UP 0.3', PER R.S. 106/34-37, M.B. 251/45-50, AND M.B. 426/92-108. ACCEPTED AS THE NORTH 1/4 CORNER OF SECTION 4. 6a— FOUND 1" I.P., W/TAG "L.S. 3698", DN. 1.0', PER R.S. 84/15, R.S. 87/77-78, R.S. 125/42, AND M.B. 426/92-108. ACCEPTED AS THE CENTER OF SECTION 4. 7�— FOUND 1' I.P., W/TAG "R.C.F.C.", FLUSH, IN LIEU OF 1" I.P., W/TAG "RIV. CO. SUR.", UP 0.1', PER R.S. 87/77-78. ACCEPTED AS THE NORTHEAST CORNER OF THE WEST 1/2 OF THE SOUTHWEST 1/4 OF SECTION 4. a— FOUND 1" I.P., NO TAG, FLUSH, IN LIEU OF 1" I.P., W/TAG "RIV. CO. SUR.", UP 0.1'. ACCEPTED AS THE SOUTHEAST CORNER OF PROPERTY DESCRIBED IN INSTRUMENT NO. 27678, RECORDED MARCH 20, 1963, PER R.S. 87/77-78. SET TAG 'L.S. 9154". a— FOUND 1' I.P., NO TAG, FLUSH, IN LIEU OF 1" I.P., W/TAG 'RIV. CO. SUR.", UP 0.1'. ACCEPTED AS THE SOUTHWEST CORNER OF PROPERTY DESCRIBED IN INSTRUMENT NO. 27678, RECORDED MARCH 20, 1963, PER R.S. 87/77-78. SET TAG 'L.S. 9154". 10 FOUND 1' I.P., W/TAG "L.S. 4230", FLUSH, PER P.M.B. 116/100 AND R.S. 87/77-78. ACCEPTED AS THE SOUTHEAST CORNER OF PARCEL 3 OF P.M.B. 116/100. 11 FOUND 1" I.P., NO TAG, FLUSH, IN LIEU OF 1" I.P., W/TAG "RIV. CO. SUR.", UP 0.1'. ACCEPTED AS THE NORTHWEST CORNER OF PROPERTY DESCRIBED IN INSTRUMENT NO. 27678, RECORDED MARCH 20, 1963, PER R.S. 87/77-78. SET TAG 'L.S. 9154". 12 FOUND 1" I.P., NO TAG, FLUSH, IN LIEU OF 1" I.P., W/TAG "RIV. CO. SUR.", UP 0.1'. ACCEPTED AS THE NORTHEAST CORNER OF PROPERTY DESCRIBED IN INSTRUMENT NO. 27678, RECORDED MARCH 20, 1963, PER R.S. 87/77-78. SET TAG 'L.S. 9154". 13 SEARCHED, NOTHING FOUND. ESTABLISHED AT MIDPOINT ALONG THE NORTH LINE OF SECTION 4, BETWEEN THE NORTHWEST CORNER OF SECTION 4 (POINT 2) AND THE NORTH 1/4 CORNER OF SECT10N 4 (POINT 5). SET 1" I.P., W/TAG 'L.S. 9154", FLUSH. 14 SEARCHED, NOTHING FOUND. ESTABLISHED BY PROPOR11ON ALONG THE CENTER LINE OF SEC11ON 4, BETWEEN THE NORTH 1/4 CORNER OF SECTION 4 (POINT 5) AND THE CENTER OF SECTION 4 (POINT 6), PER GOVERNMENT PLAT APPROVED BY THE SURVEYOR GENERAL'S OFFICE IN SAN FRANCISCO, CALIFORNIA, ON AUGUST 25, 1880, AND ON FILE AT THE BUREAU OF LAND MANAGEMENT OFFICE. NOTHING SET. 15 SEARCHED, NOTHING FOUND. ESTABLISHED BY PROPORTION ALONG A LINE BETWEEN THE MIDPOINT OF THE NORTH LINE OF SECTION 4 (POINT 13) AND THE NORTHEAST CORNER OF THE WEST 1/2 OF THE SOUTHWEST 1/4 OF SECTION 4 (POINT 7), PER GOVERNMENT PLAT APPROVED BY THE SURVEYOR GENERAL'S OFFICE IN SAN FRANCISCO, CALIFORNIA, ON AUGUST 25, 1880, AND ON FILE AT THE BUREAU OF LAND MANAGEMENT OFFICE. SET 1" I.P., W/TAG I.S. 9154', FLUSH. 16 SEARCHED, NOTHING FOUND. ESTABLISHED BY RECORD DISTANCE ALONG THE SOUTH LINE OF THE NORTHWEST 1/4 OF SECTION 4 FROM THE CENTER OF SECTION 4 (POINT 6), PER INSTRUMENT NO. 2006-951696, RECORDED DECEMBER 29, 2006. SET 1" I.P., W/TAG "L.S. 9154", FLUSH. 17 SEARCHED, NOTHING FOUND. ESTABLISHED BY RECORD DATA, PER INSTRUMENT NO. 2006-951696, RECORDED DECEMBER 29, 2006. SET 1" I.P., W/TAG "L.S. 9154", FLUSH. 18 SEARCHED, NOTHING FOUND. ESTABLISHED BY RECORD DISTANCE, PER INSTRUMENT NO. 2006-951696, RECORDED DECEMBER 29, 2006, FROM POINT 14 ALONG THE LINE BETWEEN POINTS 14 AND 15. SET 1" I.P., W/TAG 'L.S. 9154", FLUSH. 0 LOT "AA" OS (SEE SHEET 7) L -- SHEET 3 OF 7 SHEETS 0 DRtv1✓ 09�F PROJECT SITE CANYON LAKE LAKE ELSINORE cAkSNORE r DR o �9 0 0 VICINITY MAP N.T.S. SEE SHEET 2 FOR BOUNDARY, BASIS OF BEARINGS, SURVEYOR'S NOTES, AND EASEMENT NOTES. SEE SHEET 3 FOR INDEX MAP, VICINITY MAP, AND FOUND MONUMENT NOTES. PARCEL 6 P.M. 35338 P.M.B. 240/19-26 b6 rn wi �I MI OI NI zI 1 J 4,23.18 p2. � R13 0 30°°. 1. ��34 4-22 -IiR �OQ00, 0 `wJl rn j � 6i 01 �� 90, z I R 2j00 4 \g9S 60fLo• IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA LOT "AA" OS (SEE SHEET 7) priginaP aoaa- o1fob 21s3 SHEET 4 OF 7 SHEETS LINE TABLE N0. BEARING LENGTH L1 N10'08'38"E 69.95' L2 N2956'50"E 20.65' L3 N63'19'51"W 20.57' L4 N73'11'52"E(R) 42.60' L5 N11'11'17"W 70.26' L6 N27'34'18"W 246.23' L7 N2'39'25"W 437.80' L8 N2'39'25"W 495.57' L9 N2'39'25"W 393.46' priginaP aoaa- o1fob 21s3 SHEET 4 OF 7 SHEETS \\ sl o sp04132. 6=10'14'14" ° °. 01, ' 2g2S4 R=100.00' 9"E (r C8 \ 6 ° R127p , L=17.87' "79.54!59.Z 79'54 5, C C 4 4� 0p L=iS3.ill N89'50'47"W 297.14' 41 0 10 38394 1140"32925" 6,600 SF `1 419 32 Q00, - LIA- STREET - N89'5047"W 97.74 .pp DETAIL 100601* r SCALE: l =5? W \\ 2 a� [\S S0'p4" g2S, I o 54.57' - �^`� 6,768 SF ^°. 664, 4--9-,5 -3300p, =187. i w' .. M i o N LOT A 4° 60 p'04" 13 I N89'50'47"W 343.16' z 01. ; �� 56 64' 6=9'48'07" ,' 56.74' 60.00' 60.00' 60.00' 60.00' 46.42' y 3 L=56.46' �6=0'33'59" AS sr) 0 NS ^° 7,591 SF .J N L=3.26' 6� 2 o ® o 0 0 !y .yv oco W 1 O O O Cl O O S)• �' 22°`y 4 c'! 0 0 0 ® o o i o N w i� d ^i ^� '� 5 i 6 7 0 8 0 9 1® 11 6 0 on1 ^ 6=13'18'49" 2j46j� N 7,706 SF "� 6,735 SF o, W 6,000 SF w 6,000 SF w 6,000 SF w 6,000 SF w 6,000 SF w 7,026 SF 211It i z R=100.00' N ZI � r NI ' I �1 L=23.24' 1 001 0 0 0 0 0 0 X11 N Z: 6=0'52'19" j. j4, 8 0 o O o 0 Cl 001 ' L=10.96' 2 z z z z z z z. 'r' 13.76' z 00' 100. u0 N89'50'47"W 518.24' a 60' N83'22'30"E(R) `o1 ? 65.24' 75.41' 60.00' 60.00' 60.00' 60.00' 60.00' 77.59' 30' n C1 , N 147 _ 0 (99. 37.32' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.92' ,' 30 r �i QD N N `;' 22 N82'41'59 -ECRL/ t'. v 6,284 SF M LOT BB OS ------ N rn " a' 12,238 SF w u o NrJ+ cni N, (SEE SHEET 7) Z M 21 N o o a o o �: ,G R 100.00 "a� 8,345 SF 0 0 0 0 0 0 o r. + N . , +► Y r-13 p5 E() o O 20 r•i r•i r•i r) r'i rM r•i tV \ rn 'Pa N�apO �I Z w 6,779 SF 7431 SF Z- w 6,920 SF = = = 13 12 19 18 17 16 15 14 �, w w w w w w w 6,780 SF n 6,780 SF ;h 6,780 SF 6,780 SF ;� 6,780 SF 6,780 SF ;n 1 +�T,s p N S. o f z o 0 0 0 0 0 .o i o `� �'- + o \� r ocj� 61846SF L' cr, zz z z i z z 6.65 " z i N1_6'32'55 i' I $ �, c�,�. �'r, X00 �° o � p=21'32'14" 6 6=10'14'14" =2'2356 L=26.31' 3 L=17.87' L=11.31 �� 6=14'1812 c� 40"E�R� kp �� 4.39' \ 1._67.40' No 123, v 13a•40 ' 41 35.68 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 48.70' a 71' `� .. a? 6, N N r \ p N\ 130. v 04 N89'50'47"W 444.38' I 6=16'42'08" L; �4 N o \� a j , O N7g• • " ?9�1°� r 36 33 w 1 Q " o R=270.00 �� 145 s Lr9 a. 6 r'I'i '� I '`� N89'50 47 W 546.49 ro I SARA STREET I _ C8 C6 r 6,284 SF 102.11' \i `r , M ^ 57.77' SEE DETAIL HEREON M LOT ..E.. M i R=330.00 g.5$ + v ` �,�„EIEt� c' vrr a a N89'50'47"W 488.72' i 6=16'46'06 ' L=g 59„ i �3 rn 0161�� . W ~ 'r N o ��•,�54.43' 60.30' 60.30' 60.30' 60.30' 60.30' 60.30' 60.30' 6=7'53'07" W 6 8 5253'„W�R�Ji i o 144 L=45.42 W 1 L29' 6,255 SF ul 1. x� 0 0 0 0 0 0 ® o o O o 0 0 0 0C) \6'�O s ca w. o u -i vi tri ori ori Lo tri ori \ J, � 0 0 0 0 0 0 0 0 \:4. ® 23 w 24 w 25 w 26 w 27 w 28 w 29 w 30 w 31 s,3a42sF f` `` s�ti62Z5 " 7,857 SF apo 6,332 SF w) 6,332 SF 11, 6,332 SF 6,332 SF 1~, 6,332 SF 2, 6,332 SF 6,332 SF 3 \ -• o N 6=10'14'14" o o r 6,890 SF L� \� CV O� � O) l'� lA � O� 09 � Z. R•. 143 R=100.00' r r °O 0 0 0 0 0 ® o o z ' �' ��'�` -' .- r z z z z z z z z r ^EL 6,000 SF L=17.87' --'j �"' I + N6-56,- 6566 sp 00j N89'50'47"W 599.59'� „ j 1 + 60' 75.53' 60.30' 60.30' 60.30' 60.30' 60.30' 60.30' 60.30' 72.44' 29.52' �ti5 �2\'\d 60 S° o' 6�'Ly a,2F 1 W6 w 30' 30' 92 91 90 SEE SHEET NO. 5 87 86 85 33 142 CURVE TABLE N0. DELTA RADIUS LENGTH C1 1'51'52" 750.00' 24.40' C2 5'54'24" 750.00' 77.32' C3 3'14'42" 750.00' 42.48' C4 3'14'41" 750.00' 42.47' C5 6'29'23" 780.00' 88.35' 0'11'15" 300.00' 0.98' LC6 C7 0'15'13" 300.00' 1.33' C8 16'57'21" 300.00' 1 88.78' \\ sl o sp04132. 6=10'14'14" ° °. 01, ' 2g2S4 R=100.00' 9"E (r C8 \ 6 ° R127p , L=17.87' "79.54!59.Z 79'54 5, C C 4 4� 0p L=iS3.ill N89'50'47"W 297.14' 41 0 10 38394 1140"32925" 6,600 SF `1 419 32 Q00, - LIA- STREET - N89'5047"W 97.74 .pp DETAIL 100601* r SCALE: l =5? W \\ 2 a� [\S S0'p4" g2S, I o 54.57' - �^`� 6,768 SF ^°. 664, 4--9-,5 -3300p, =187. i w' .. M i o N LOT A 4° 60 p'04" 13 I N89'50'47"W 343.16' z 01. ; �� 56 64' 6=9'48'07" ,' 56.74' 60.00' 60.00' 60.00' 60.00' 46.42' y 3 L=56.46' �6=0'33'59" AS sr) 0 NS ^° 7,591 SF .J N L=3.26' 6� 2 o ® o 0 0 !y .yv oco W 1 O O O Cl O O S)• �' 22°`y 4 c'! 0 0 0 ® o o i o N w i� d ^i ^� '� 5 i 6 7 0 8 0 9 1® 11 6 0 on1 ^ 6=13'18'49" 2j46j� N 7,706 SF "� 6,735 SF o, W 6,000 SF w 6,000 SF w 6,000 SF w 6,000 SF w 6,000 SF w 7,026 SF 211It i z R=100.00' N ZI � r NI ' I �1 L=23.24' 1 001 0 0 0 0 0 0 X11 N Z: 6=0'52'19" j. j4, 8 0 o O o 0 Cl 001 ' L=10.96' 2 z z z z z z z. 'r' 13.76' z 00' 100. u0 N89'50'47"W 518.24' a 60' N83'22'30"E(R) `o1 ? 65.24' 75.41' 60.00' 60.00' 60.00' 60.00' 60.00' 77.59' 30' n C1 , N 147 _ 0 (99. 37.32' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.92' ,' 30 r �i QD N N `;' 22 N82'41'59 -ECRL/ t'. v 6,284 SF M LOT BB OS ------ N rn " a' 12,238 SF w u o NrJ+ cni N, (SEE SHEET 7) Z M 21 N o o a o o �: ,G R 100.00 "a� 8,345 SF 0 0 0 0 0 0 o r. + N . , +► Y r-13 p5 E() o O 20 r•i r•i r•i r) r'i rM r•i tV \ rn 'Pa N�apO �I Z w 6,779 SF 7431 SF Z- w 6,920 SF = = = 13 12 19 18 17 16 15 14 �, w w w w w w w 6,780 SF n 6,780 SF ;h 6,780 SF 6,780 SF ;� 6,780 SF 6,780 SF ;n 1 +�T,s p N S. o f z o 0 0 0 0 0 .o i o `� �'- + o \� r ocj� 61846SF L' cr, zz z z i z z 6.65 " z i N1_6'32'55 i' I $ �, c�,�. �'r, X00 �° o � p=21'32'14" 6 6=10'14'14" =2'2356 L=26.31' 3 L=17.87' L=11.31 �� 6=14'1812 c� 40"E�R� kp �� 4.39' \ 1._67.40' No 123, v 13a•40 ' 41 35.68 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 48.70' a 71' `� .. a? 6, N N r \ p N\ 130. v 04 N89'50'47"W 444.38' I 6=16'42'08" L; �4 N o \� a j , O N7g• • " ?9�1°� r 36 33 w 1 Q " o R=270.00 �� 145 s Lr9 a. 6 r'I'i '� I '`� N89'50 47 W 546.49 ro I SARA STREET I _ C8 C6 r 6,284 SF 102.11' \i `r , M ^ 57.77' SEE DETAIL HEREON M LOT ..E.. M i R=330.00 g.5$ + v ` �,�„EIEt� c' vrr a a N89'50'47"W 488.72' i 6=16'46'06 ' L=g 59„ i �3 rn 0161�� . W ~ 'r N o ��•,�54.43' 60.30' 60.30' 60.30' 60.30' 60.30' 60.30' 60.30' 6=7'53'07" W 6 8 5253'„W�R�Ji i o 144 L=45.42 W 1 L29' 6,255 SF ul 1. x� 0 0 0 0 0 0 ® o o O o 0 0 0 0C) \6'�O s ca w. o u -i vi tri ori ori Lo tri ori \ J, � 0 0 0 0 0 0 0 0 \:4. ® 23 w 24 w 25 w 26 w 27 w 28 w 29 w 30 w 31 s,3a42sF f` `` s�ti62Z5 " 7,857 SF apo 6,332 SF w) 6,332 SF 11, 6,332 SF 6,332 SF 1~, 6,332 SF 2, 6,332 SF 6,332 SF 3 \ -• o N 6=10'14'14" o o r 6,890 SF L� \� CV O� � O) l'� lA � O� 09 � Z. R•. 143 R=100.00' r r °O 0 0 0 0 0 ® o o z ' �' ��'�` -' .- r z z z z z z z z r ^EL 6,000 SF L=17.87' --'j �"' I + N6-56,- 6566 sp 00j N89'50'47"W 599.59'� „ j 1 + 60' 75.53' 60.30' 60.30' 60.30' 60.30' 60.30' 60.30' 60.30' 72.44' 29.52' �ti5 �2\'\d 60 S° o' 6�'Ly a,2F 1 W6 w 30' 30' 92 91 90 SEE SHEET NO. 5 87 86 85 33 142 SCALE: 1"=50' K & A ENGINEERING, INC. AUGUST, 2022 0 50 100 150 pr�g�r1 \Df& - of 32 SHEET 5 OF 7 SHEETS LINE TABLE N0. BEARING LENGTH L1 N62'25'42"E 12.02' 12 N74'52'07"E(R) RADIAL L3 N42'49'05'W(R) 17.60' L4 N89'26'46"E R RADIAL pr�g�r1 \Df& - of 32 SHEET 5 OF 7 SHEETS SEE SHEET NO. 4 ------ 4 32 143 ^EL�'�� • 23 24 25 26 27 28 29 30 31 6� �61�,, X66 1pppd I N89'50'47"W 599.59' N . 5 �2� 0' y1* , 15 oo \ 30' 30' 72.50' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 103.26' 63.83' Ez%�160p 00_ S0 "� �,- 142 33 \ 6,000 SF 0 0 0 0 0 0 o M 85 00 8,160 SF o ppp0 OR in o 0 o co 0 o a 10,198 SF >o o. *� 1'L`ti�0 o y or- 00o. N,Z�c, 1 0 o I 92 w 91 w 90 w 89 w 88 w 87 w 6,580 88SF w 25 Nti o y `�� N6�� o N 7,556 SF ;•, 6,600 SF ;�, 6,600 SF `�, 6,600 SF ;., 6,600 SF i•, 6,600 SF ;� n ;r,i N=105'170. N62 0. `'� o- M z z z z z z z- 1 A=17'2553 d-21®��, 88 34 y`'�' 6,0001 F �, ,L z L-30.42 A� moo- 7,320 SF �. \ o UD z sr A=13'08'19' J pdo 1�' `�' Op '�� r� 6m� 1pp� LOT �� OS c ------ `�r'� SL=22.93' �` 5 35° v1 12�" moo. �'Lr' (SEE SHEET 7) / h° L2 a do, *I-- s r, ( 05 6o s- 52.97' 60.00' 60.00' 60.00' 60.00' 60.00' 37.27' ' N - �' P y N2 q 6, N60 m b " I A_ -51' ' w o = o- 'qT n I o to i N89'50 47 W 390.24' 30' 000 ;.� ® co r N v: N 140 w �' SHINE COURT N R 15335 , cn o ry 35 m "' N 42.94' i - -� - - - - o i 118.32 N /i `�' wi 1-. 6,011 SF z .n .n - z /�° ri ej 7,320 SF \ Op w� •47.17 ,� Op o0 100, a N N89'50'47"W 551.50' LOT w'Gvw N i �A 1�2 b`LF' v ro 69.05' 60.00' 60.00' 60.00'89 50'47 W 504.000' 60.00' 60.00' 60.00' 15.28' D'O00.�6+ N6205 ��62�5 \o "� N F' I ^�°�� 139 10 w ------ s_ 36 iN 0 z � ® �� 0 0 0 0 0 0 0 0 0 84 6'- 7,320 SF 6,393 SF 0 0 o o o o o o 0 9,855 SF W p r 75 ,,, 76 ,,, 77 ,,, 78 ,,, 79 ,,, 80 ,,, 81 ,,, 82 ,�, 6 �3SF ,�, �o. 25°ctiE -� �, N�00��"�lR� N J N, 8,500 SF M 6,300 SF ,� 6,300 SF ,., 6,300 SF M 6,300 SF M 6,300 SF M 6,300 SF M 6,300 SF ,., M W om orn rn am orn om w I m co o 0 0 0 0 0 0 ® 0 37 S, 0 0 o ♦ o 0 0 b o 0 0 Z Z z Z Z z z z z T6m. �a 7 138 I 7,606 SF ® C r 6,405 SF 9 LOT "BB" OS N'50'47"W 662.03' a$ � w cs 11g WP 79.80' 60.00 60.00 60.00 60.00 60.00 60.00' 60.00' 60.00 102.23' , " Ri 0.00 N (SEE SHEET 7) � oa', 75.17' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 46.86' �� N6954°� �` o 4 a �R� 10 3 N WP h "d L N 60' 38 CP Ns , e O 0 1 x 7,449 SF r� 137 M t. z 30' I 30' - 0 0 0 0 0 0 ® o o ® CP- 61 � ' 6,405 SF � 11 0 0 0 0 0 0 0 0 0 0 0, � a J N N N_ N_ N_ N_ N_ N_ N_ N_ , , r tt 8,891 SF M 7,500 SF w 72 w 71 w 70 w 69 w 68 w 67 w 66 w 65 w 10.36 112.24 a cl�;., 7,500 SF ;r, 7,500 SF ;�, 7,500 SF �, 7,500 SF ;., 7,500 SF ;., 7,500 SF 'j 7,500 SF ;., 7,700 SF Ngl N85-20'59"E(R) 100.00' �, A=0'31'42" it it am am om am am m om cn �, O O O O O O O O O O O N +b `� L=14.11' 0 0 Cl 0 0 0 0 0 0 Cl ; i iv . °m c� O1n C-jz z z z z z z z z z 64 0^ M °O d_ " o ----- N--------- 13,603 SF o c 39 'ri I t � co 136 ro r ----- r -� - ''? of 11 o A=0'56'06" " 0 0 to 7,407 SF 11 r L=23.99' _ _ _ _ _ N 40'34 59 W z ,n it w M ; 6,405 SF ^ � -' d O O p i, 11 II J 22.97' Cl o 11 J N88"16'41"E(R) 90.00' , A=422 0 0 o a 0 54.96 60.00 60.00' 60.00 60.00 60.00 60.00 60.Q0 60.00 16.15' L_3S 4SA, " () 114.37 u , N4316 41 E �, i " 4� () N86'20 49"W R "' d N87'00'18"W R " S N42'34 07 E R () 100.00 i N89'50'47 W� 551.11.771k ; 17.02' 2.46' 14.45 " N N89'5O47"W 595.00 SANDRA COURT N , 93 -c" v L4 43.89; �i ' �x v ,� o Q o " 0o to m 6,093 SF co v ---- 44.92 i ul)- - - -Lo - L_ 118.32' '� o �� c�r\� 0 40 N foo, io 0 NN ¢ II w v i in LOT ..F.. ;n i 53.35• L„ ® , -m N h 'vm � am " o c i o a i 04 ," cv i R=100 ®' P w oiv 7,762 SF N co n u `d`t� 6 135 z v ip v 1 K) clq to N89'5047 W 431.76' i A_ ®4' o w b "'- O clj - � `� `� a It !1 6,939 SF co co it it 30 34 j z o o� n n " n N89-14'53-W(R) 100.00 cv , 2 0� N7 co �„ �, 66.38 60.00 60.00 60.00 60.00' 60.00 60.00 N N�` 428'1 j"w v a J o N35'02'54E N ^ _-_ -- N40'19'50"E 5.38 Sgt's, d!' _ ,� iR) 126 N78''19. o_ 23.25' Spo 35 " ,7co• 0 43w(R 00. z 10.41'ii N `�\ 0 0 0 0 0 0 0 001. ��ti N6 4S go, i 100 94 a -' N88'56'19"W�R� o 0 0 0 0 0 o p S 853, � ----- ----- ------ 0 0 u') U-) o 0 0 21 6� 1S"W h om . 0 6,708 SF " 2 � 2 2 iR . l A=0'43'55 �0�' i o,. 41 w SN �' M L=19.55' w 56 w 57 w 58 w 59 w 60 w 61 w i 489'36'40" �'� 9,022 SF o z C6 fi,300 SF 6,300 SF " " _ " co co M r 6,300 SF 6,300 SF 6,300 SF 6,300 SF �I N -o - a u 1 34 N88'12'24"W 103.76' 60' 55 0 0 0 0 0 0 0 8,521 SF o„'b h� 61Z4�?� o� �o' v '' 7,153 SF �=' co 8,510 SF " z z z z z z z '` �'� �� `o° �`�R i�ro� N28'39 30 E 30 30' 8.52'o i 63 �.�0� cO 733 v &70'11'00. v d ;,, I N89'50'47"W 443.75' 10,273 SF O�, 96, 6 k`iR) 0 0 6,667 SF � ,�� 0 83.75' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' _�° ti 30' . 100.00, to 00 � (�O N � 'Y6 °� 42 h h M 0 2�2, 9,472 SF 30.oj rQ z w w w 52.66• Spn� N583 ' °r' 133 to io 4084 M° trn N88'12'24"W 105.60' ` ) -'o "' J>>43, h' �� ^cb' 7,474 SF co /i 4 t � z z z ¢2>• " �0 1,1 "� hA 43 96 ------ 54 53 52 51 50 49 48 47 `� d /ryti °00, 44 132 SEE SHEET NO. 6 i � CURVE TABLE N0. DELTA RADIUS LENGTH C1 4'27'01" 1,470.00' 114.18' C2 2'20'50" 1,500.00' 61.45' C3 2'06'11" 1,500.00' 55.06' C4 4'27'01' 1,500.00' 116.51' C5 1'36'55' 1,500.00' 42.29' C6 1'34'29" 1,500.00' 41.22' C7 3'11'24" 1,530.00' 85.18' C8 4'27'01" 1,530.00' 118.84' SEE SHEET NO. 4 ------ 4 32 143 ^EL�'�� • 23 24 25 26 27 28 29 30 31 6� �61�,, X66 1pppd I N89'50'47"W 599.59' N . 5 �2� 0' y1* , 15 oo \ 30' 30' 72.50' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 103.26' 63.83' Ez%�160p 00_ S0 "� �,- 142 33 \ 6,000 SF 0 0 0 0 0 0 o M 85 00 8,160 SF o ppp0 OR in o 0 o co 0 o a 10,198 SF >o o. *� 1'L`ti�0 o y or- 00o. N,Z�c, 1 0 o I 92 w 91 w 90 w 89 w 88 w 87 w 6,580 88SF w 25 Nti o y `�� N6�� o N 7,556 SF ;•, 6,600 SF ;�, 6,600 SF `�, 6,600 SF ;., 6,600 SF i•, 6,600 SF ;� n ;r,i N=105'170. N62 0. `'� o- M z z z z z z z- 1 A=17'2553 d-21®��, 88 34 y`'�' 6,0001 F �, ,L z L-30.42 A� moo- 7,320 SF �. \ o UD z sr A=13'08'19' J pdo 1�' `�' Op '�� r� 6m� 1pp� LOT �� OS c ------ `�r'� SL=22.93' �` 5 35° v1 12�" moo. �'Lr' (SEE SHEET 7) / h° L2 a do, *I-- s r, ( 05 6o s- 52.97' 60.00' 60.00' 60.00' 60.00' 60.00' 37.27' ' N - �' P y N2 q 6, N60 m b " I A_ -51' ' w o = o- 'qT n I o to i N89'50 47 W 390.24' 30' 000 ;.� ® co r N v: N 140 w �' SHINE COURT N R 15335 , cn o ry 35 m "' N 42.94' i - -� - - - - o i 118.32 N /i `�' wi 1-. 6,011 SF z .n .n - z /�° ri ej 7,320 SF \ Op w� •47.17 ,� Op o0 100, a N N89'50'47"W 551.50' LOT w'Gvw N i �A 1�2 b`LF' v ro 69.05' 60.00' 60.00' 60.00'89 50'47 W 504.000' 60.00' 60.00' 60.00' 15.28' D'O00.�6+ N6205 ��62�5 \o "� N F' I ^�°�� 139 10 w ------ s_ 36 iN 0 z � ® �� 0 0 0 0 0 0 0 0 0 84 6'- 7,320 SF 6,393 SF 0 0 o o o o o o 0 9,855 SF W p r 75 ,,, 76 ,,, 77 ,,, 78 ,,, 79 ,,, 80 ,,, 81 ,,, 82 ,�, 6 �3SF ,�, �o. 25°ctiE -� �, N�00��"�lR� N J N, 8,500 SF M 6,300 SF ,� 6,300 SF ,., 6,300 SF M 6,300 SF M 6,300 SF M 6,300 SF M 6,300 SF ,., M W om orn rn am orn om w I m co o 0 0 0 0 0 0 ® 0 37 S, 0 0 o ♦ o 0 0 b o 0 0 Z Z z Z Z z z z z T6m. �a 7 138 I 7,606 SF ® C r 6,405 SF 9 LOT "BB" OS N'50'47"W 662.03' a$ � w cs 11g WP 79.80' 60.00 60.00 60.00 60.00 60.00 60.00' 60.00' 60.00 102.23' , " Ri 0.00 N (SEE SHEET 7) � oa', 75.17' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 46.86' �� N6954°� �` o 4 a �R� 10 3 N WP h "d L N 60' 38 CP Ns , e O 0 1 x 7,449 SF r� 137 M t. z 30' I 30' - 0 0 0 0 0 0 ® o o ® CP- 61 � ' 6,405 SF � 11 0 0 0 0 0 0 0 0 0 0 0, � a J N N N_ N_ N_ N_ N_ N_ N_ N_ , , r tt 8,891 SF M 7,500 SF w 72 w 71 w 70 w 69 w 68 w 67 w 66 w 65 w 10.36 112.24 a cl�;., 7,500 SF ;r, 7,500 SF ;�, 7,500 SF �, 7,500 SF ;., 7,500 SF ;., 7,500 SF 'j 7,500 SF ;., 7,700 SF Ngl N85-20'59"E(R) 100.00' �, A=0'31'42" it it am am om am am m om cn �, O O O O O O O O O O O N +b `� L=14.11' 0 0 Cl 0 0 0 0 0 0 Cl ; i iv . °m c� O1n C-jz z z z z z z z z z 64 0^ M °O d_ " o ----- N--------- 13,603 SF o c 39 'ri I t � co 136 ro r ----- r -� - ''? of 11 o A=0'56'06" " 0 0 to 7,407 SF 11 r L=23.99' _ _ _ _ _ N 40'34 59 W z ,n it w M ; 6,405 SF ^ � -' d O O p i, 11 II J 22.97' Cl o 11 J N88"16'41"E(R) 90.00' , A=422 0 0 o a 0 54.96 60.00 60.00' 60.00 60.00 60.00 60.00 60.Q0 60.00 16.15' L_3S 4SA, " () 114.37 u , N4316 41 E �, i " 4� () N86'20 49"W R "' d N87'00'18"W R " S N42'34 07 E R () 100.00 i N89'50'47 W� 551.11.771k ; 17.02' 2.46' 14.45 " N N89'5O47"W 595.00 SANDRA COURT N , 93 -c" v L4 43.89; �i ' �x v ,� o Q o " 0o to m 6,093 SF co v ---- 44.92 i ul)- - - -Lo - L_ 118.32' '� o �� c�r\� 0 40 N foo, io 0 NN ¢ II w v i in LOT ..F.. ;n i 53.35• L„ ® , -m N h 'vm � am " o c i o a i 04 ," cv i R=100 ®' P w oiv 7,762 SF N co n u `d`t� 6 135 z v ip v 1 K) clq to N89'5047 W 431.76' i A_ ®4' o w b "'- O clj - � `� `� a It !1 6,939 SF co co it it 30 34 j z o o� n n " n N89-14'53-W(R) 100.00 cv , 2 0� N7 co �„ �, 66.38 60.00 60.00 60.00 60.00' 60.00 60.00 N N�` 428'1 j"w v a J o N35'02'54E N ^ _-_ -- N40'19'50"E 5.38 Sgt's, d!' _ ,� iR) 126 N78''19. o_ 23.25' Spo 35 " ,7co• 0 43w(R 00. z 10.41'ii N `�\ 0 0 0 0 0 0 0 001. ��ti N6 4S go, i 100 94 a -' N88'56'19"W�R� o 0 0 0 0 0 o p S 853, � ----- ----- ------ 0 0 u') U-) o 0 0 21 6� 1S"W h om . 0 6,708 SF " 2 � 2 2 iR . l A=0'43'55 �0�' i o,. 41 w SN �' M L=19.55' w 56 w 57 w 58 w 59 w 60 w 61 w i 489'36'40" �'� 9,022 SF o z C6 fi,300 SF 6,300 SF " " _ " co co M r 6,300 SF 6,300 SF 6,300 SF 6,300 SF �I N -o - a u 1 34 N88'12'24"W 103.76' 60' 55 0 0 0 0 0 0 0 8,521 SF o„'b h� 61Z4�?� o� �o' v '' 7,153 SF �=' co 8,510 SF " z z z z z z z '` �'� �� `o° �`�R i�ro� N28'39 30 E 30 30' 8.52'o i 63 �.�0� cO 733 v &70'11'00. v d ;,, I N89'50'47"W 443.75' 10,273 SF O�, 96, 6 k`iR) 0 0 6,667 SF � ,�� 0 83.75' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' _�° ti 30' . 100.00, to 00 � (�O N � 'Y6 °� 42 h h M 0 2�2, 9,472 SF 30.oj rQ z w w w 52.66• Spn� N583 ' °r' 133 to io 4084 M° trn N88'12'24"W 105.60' ` ) -'o "' J>>43, h' �� ^cb' 7,474 SF co /i 4 t � z z z ¢2>• " �0 1,1 "� hA 43 96 ------ 54 53 52 51 50 49 48 47 `� d /ryti °00, 44 132 SEE SHEET NO. 6 i � NOTE: SEE SHEET 2 FOR BOUNDARY, BASIS OF BEARINGS, SURVEYOR'S NOTES, AND EASEMENT NOTES. SEE SHEET 3 FOR INDEX MAP, VICINITY MAP, AND FOUND MONUMENT NOTES. IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA LINE TABLE N0. BEARING LENGTH L1 N13'56'28"E 69.82' L2 N13'13'52"W 21.34' 60' SEE SHEET O. 5 41 O w 30' I 30 55 56 57 58 59 60 61 62 63 mw = 95 } 83.75' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 42 � N W o 75.15' 62.18' 62.18' 62.18' 62.05' 80.81' 39.20' �3?• '` UJCID UJ O w M ``' N89'50'47"W 443.75' S?s ¢?Sp�W N 6 N88'12'24"W 105.60' w �, H ca Lu N41'19'o9"E M M Lu 9.33' o N _ N o M Z Z I LLI Z N � �, '�,a 43 N ® 6,83306 SF i; 54 53 ) , aG, 000 co 10,013 SF m o ------ 9,878 SF 52 51 �-' ." 4911115 w N58 Lu 9,121 SF w 50 x 9,417 SF a 9,988 SF 11,731 SF 9,714 SF a b z ^ ^ w ,,, 48 0, M '� 4/ N %5 N88'12'24"W 106 28' `� M M -"' � ^ lz 60• 131 7,150 SF 0 09'h °` �j N N s CARO 5 0 3. N S. 99.18 — LINA 5T a=2s 52'15" 853' a` �"� 46 ; �,�� °�¢o8'w o' REET i Rs3300p� �\ 8¢8� 4 ^ 7,345 SF �h• ?y o X00 w 98 4�� oo' N84'19'23"E M N85'26'23"W 364.69' d=2 �� 5649 `tib 1� ��. �','(� ^� ^`�' 00' 0 9,154 SF (.`�8S , ��7`3159' . 41.04 652j5" Ra 154)6, h / C, �3S ��". N8526'2,3 265.51' LOT "C" Opo sy :4v 3 • V ^) o `��' �' 4'25'39'06 29.42' 11.62 30.80 60.00' i 0' (� ^'� 45 �"� ,hti ak, 130 8,299 SF ��`� ��ti 7,150 SF 4=10'14'14" 60.00' 140 0, , 6 L=31.34' 60.00' d=26 g2y5" 200, �o^� ��, �� NS83¢, '• .�11� �( R=100.00' 54.71' R` � N 1 gp� M i o o L=17.87' o 2Tp ? ori o L1=1'35'40" d`181pOp 1 o N 08 �� 100 101 0 0o L=7.52' 862' la?663, \� N 5830 SS 30' 60• °0 00 - in , 10 9859 SF z fw. 6111 SF w 6 295 SF w 102 o '�p6, ' i 583¢, 8'ly '00' 2552"E '�'� 0 to ,' „^� , ^ w 103 0 4a3 ?Sb 08. 7? N76 30. m M M 6,300 SF M 6,300 SF ^ 104 w 105 ,Aly `349' 3 ^q %Y 16 ?>. 2121 129 7100 SF � z zv'- 6,300 SF � 6,380 SF ,� 106 ,�0 64), S?j. � , ix N N6 . z z V_ ^ 7,131 SF Z NS air : SDS 8?6'48p�, N90'00'00"W 181.29' z z o ^ 83¢08p`Y / °o N 834p8 52.64. 91.80' 60.19' 29.30' 30.79' N85'26'23'W z o 107 a 62 ' 60.00' 60.00' 304.92' .11 6,654 SF °� ,8" ?S' ,' 4S .00. p 0.00. 62.50' 62.50' 56.29' 4 `V 0 6.23' 3 62.73' 60.00 59.31' 62.73' 34.82' °�' �VS)S3, �� oo • ?' '� 62.72'X88 , `ry �:��"ly r- �,� �' 128 47.78' ¢ e.`'' 7,000 SF 5� 108 os. 9,753 SF oNS8' i� \ X00 °°ci °o' 00 04 Lei 11,1188 F 116 � 115 3 114 3 113 112 111Lo 7 to C1 4�58?.??Sijy�r�� o��ti� s LOT '9DD',032 SPARK � 10,467 SF ,o 10,445 SF co 10,423 SF co 10,216 SF 9,883 SF 3 110 ,, O 60, M M 00 9,551 SF 00 9,217 SF 109 �� b 114.95' aO 02 02 0O D !o 00 M 17,089 SF 'i z z z r- 00 Z z 00 z z o 1 z ti L 1�g' �• shay®tk 33" 30 p.3g•06 [i 5$15 0 � y� _" -� 62.50' 62.50' 62.50' 62.50' 2.50' 62.50' 62.49' 15.49' �y 62.77' 'yy'o°c "p C) M o • N89'41'22"E 515.75' i 5a1y�0®00 DASy��, M N89'41 VIA GARDA � D� 22" E 515.75' o ^ — — — — — — — I D" p 10 x$19 ��s+ 127 °>>. O v M LOT ..B.. i L� Asa 6,614 SF `'. N89'41'22"E 515.76' ' .00' 60.00' 60.00' 60.00' 60.00' 60.00' A=9'32'45" \.:_51 Ad 154.07 60 L=54.98 126 1.69' N 6,752 SF off, 0 0 0 0 0 0 0 0 0 0 0 0 C> g g o o 0 125 1105. o 118 119 3 120 3 121 122 � 123 � 124 6,674 SF "' 6,595 SF g M M 6,000 SF 6,000 SF 6,000 SF M 6,000 SF M 6,000 SF M 6,000 SF M a: ��p6, y*"q gg�� pp co pp 00 07 00 � � `6J �g .�. 0 o O O O ® Cl Z00 ^Z Z Z Z Z Z Z 04 M 75 o5 fM 60.00' 60.00' 60.00' 60.00' 60.00' 1 60.00' 1 53.34' 20 42 N761 , 5g"E 95 4l' r N89'41'22"E 413.34' LOT "CC" WATER QUALITY BASIN (SEE SHEET 7) W M �N1'01'32"E 14.50' 44V -hQ) �h br,o��r�aQ ��a3 - oi3yt53 SHEET 6 OF 7 SHEETS CURVE Effamm m t•t tl �'. 133 132 7,362 SF ti A--) i vy �. 0 10.00, 244.97' w LOT "AA" OS (SEE SHEET 7) N88'58'28"W 359.92' 12 ' aj °' W �, , ?0 ,•, ^ 13,250 SF z %6 N33'24'03"E 8.92' o .� Z N1:3 F _� ------ a O � 'yam,• �.j 2 47 .,`'� 44 12,217 SF 9,710 SF Q 97 s 3r,9. 7,161 SF b 9, jy n, 6 ,y ?oo. - �o ' N � 44.39' ° 62.00' H80.20S.E(R) 105.47 H f' w i 52 i 62.00' _ 7 N85 26'23 W 62.00' 20.03' 3-654'10" 3` 00• o " 312.29' 61.87' L= .h 39 7 ' day . o Q poi` ry°'° J� O V 60• 131 7,150 SF 0 09'h °` �j N N s CARO 5 0 3. N S. 99.18 — LINA 5T a=2s 52'15" 853' a` �"� 46 ; �,�� °�¢o8'w o' REET i Rs3300p� �\ 8¢8� 4 ^ 7,345 SF �h• ?y o X00 w 98 4�� oo' N84'19'23"E M N85'26'23"W 364.69' d=2 �� 5649 `tib 1� ��. �','(� ^� ^`�' 00' 0 9,154 SF (.`�8S , ��7`3159' . 41.04 652j5" Ra 154)6, h / C, �3S ��". N8526'2,3 265.51' LOT "C" Opo sy :4v 3 • V ^) o `��' �' 4'25'39'06 29.42' 11.62 30.80 60.00' i 0' (� ^'� 45 �"� ,hti ak, 130 8,299 SF ��`� ��ti 7,150 SF 4=10'14'14" 60.00' 140 0, , 6 L=31.34' 60.00' d=26 g2y5" 200, �o^� ��, �� NS83¢, '• .�11� �( R=100.00' 54.71' R` � N 1 gp� M i o o L=17.87' o 2Tp ? ori o L1=1'35'40" d`181pOp 1 o N 08 �� 100 101 0 0o L=7.52' 862' la?663, \� N 5830 SS 30' 60• °0 00 - in , 10 9859 SF z fw. 6111 SF w 6 295 SF w 102 o '�p6, ' i 583¢, 8'ly '00' 2552"E '�'� 0 to ,' „^� , ^ w 103 0 4a3 ?Sb 08. 7? N76 30. m M M 6,300 SF M 6,300 SF ^ 104 w 105 ,Aly `349' 3 ^q %Y 16 ?>. 2121 129 7100 SF � z zv'- 6,300 SF � 6,380 SF ,� 106 ,�0 64), S?j. � , ix N N6 . z z V_ ^ 7,131 SF Z NS air : SDS 8?6'48p�, N90'00'00"W 181.29' z z o ^ 83¢08p`Y / °o N 834p8 52.64. 91.80' 60.19' 29.30' 30.79' N85'26'23'W z o 107 a 62 ' 60.00' 60.00' 304.92' .11 6,654 SF °� ,8" ?S' ,' 4S .00. p 0.00. 62.50' 62.50' 56.29' 4 `V 0 6.23' 3 62.73' 60.00 59.31' 62.73' 34.82' °�' �VS)S3, �� oo • ?' '� 62.72'X88 , `ry �:��"ly r- �,� �' 128 47.78' ¢ e.`'' 7,000 SF 5� 108 os. 9,753 SF oNS8' i� \ X00 °°ci °o' 00 04 Lei 11,1188 F 116 � 115 3 114 3 113 112 111Lo 7 to C1 4�58?.??Sijy�r�� o��ti� s LOT '9DD',032 SPARK � 10,467 SF ,o 10,445 SF co 10,423 SF co 10,216 SF 9,883 SF 3 110 ,, O 60, M M 00 9,551 SF 00 9,217 SF 109 �� b 114.95' aO 02 02 0O D !o 00 M 17,089 SF 'i z z z r- 00 Z z 00 z z o 1 z ti L 1�g' �• shay®tk 33" 30 p.3g•06 [i 5$15 0 � y� _" -� 62.50' 62.50' 62.50' 62.50' 2.50' 62.50' 62.49' 15.49' �y 62.77' 'yy'o°c "p C) M o • N89'41'22"E 515.75' i 5a1y�0®00 DASy��, M N89'41 VIA GARDA � D� 22" E 515.75' o ^ — — — — — — — I D" p 10 x$19 ��s+ 127 °>>. O v M LOT ..B.. i L� Asa 6,614 SF `'. N89'41'22"E 515.76' ' .00' 60.00' 60.00' 60.00' 60.00' 60.00' A=9'32'45" \.:_51 Ad 154.07 60 L=54.98 126 1.69' N 6,752 SF off, 0 0 0 0 0 0 0 0 0 0 0 0 C> g g o o 0 125 1105. o 118 119 3 120 3 121 122 � 123 � 124 6,674 SF "' 6,595 SF g M M 6,000 SF 6,000 SF 6,000 SF M 6,000 SF M 6,000 SF M 6,000 SF M a: ��p6, y*"q gg�� pp co pp 00 07 00 � � `6J �g .�. 0 o O O O ® Cl Z00 ^Z Z Z Z Z Z Z 04 M 75 o5 fM 60.00' 60.00' 60.00' 60.00' 60.00' 1 60.00' 1 53.34' 20 42 N761 , 5g"E 95 4l' r N89'41'22"E 413.34' LOT "CC" WATER QUALITY BASIN (SEE SHEET 7) W M �N1'01'32"E 14.50' 44V -hQ) �h br,o��r�aQ ��a3 - oi3yt53 SHEET 6 OF 7 SHEETS CURVE Effamm m t•t tl �'. 133 132 7,362 SF ti A--) i vy �. 0 10.00, 244.97' w LOT "AA" OS (SEE SHEET 7) N88'58'28"W 359.92' 12 ' aj ^Z Z Z Z Z Z Z 04 M 75 o5 fM 60.00' 60.00' 60.00' 60.00' 60.00' 1 60.00' 1 53.34' 20 42 N761 , 5g"E 95 4l' r N89'41'22"E 413.34' LOT "CC" WATER QUALITY BASIN (SEE SHEET 7) W M �N1'01'32"E 14.50' 44V -hQ) �h br,o��r�aQ ��a3 - oi3yt53 SHEET 6 OF 7 SHEETS CURVE Effamm m t•t tl �'. 133 132 7,362 SF ti A--) i vy �. 0 10.00, 244.97' w LOT "AA" OS (SEE SHEET 7) N88'58'28"W 359.92' 12 ' aj C SEE SHEET 2 FOR BOUNDARY, BASIS OF BEARINGS, SURVEYOR'S NOTES, AND EASEMENT NOTES. SEE SHEET 3 FOR INDEX MAP, VICINITY MAP, AND FOUND MONUMENT NOTES. CURVE TABLE NO. DELTA RADIUS LENGTH C1 0'52'19" 720.00' 10.96' C2 1318'49" 100.00' 23.24' C3 107'38'39" 70.00' 131.51' C4 10'14'14" 100.00' 17.87' C5 21'07'45" 270.00' 99.57' C6 51'03'21" 70.00' 62.38' C7 10'14'14" 100.00' 17.87' C8 0'56'06" 1,470.00' 23.99' 90.00' 47'52'55" 300.00' 250.71' C9 (47'52'55" R10) (300.00' R10) (250.71' R10) N35'02'54"E (47'52'55" R11) (300.00' R11) (250.71' R11) 54.61' 4416'57" 600.00' 463.73' C10 (4416'57" R10) (600.00' R10) (463.73' R10) N41'19'09"E (4416'56" R11) (600.00' R11) (463.72' R11) 55.04' 29'29'37" 200.00' 102.95' C11 (29'29'37" R10) (200.00' R10) (102.95' R10) N48'55'47"E(R) (29'29'37" R11) (200.00' R11) (102.95' R11) 154.07' 23'43'25" 200.00' 82.81' C12 (23'43'25" R10) (200.00' RIO) (82.81' R10) N63'49'35"E (23'43'25" R11) (200.00' Rtt) (82.81' R11) C13 2342'15" 172.00' 71.16' (2343'25" R11) (172.00' R11) (71.22' R11) 2929'37" 172.00' 88.54' C14 (2929'37" R11) (172.00' R11) (88.54' R11) 4416'56" 400.00' 309.15' C15 (4416'56" R11) (400.00' R11) (309.15' R11) 4749'10" 272.00' 227.01' C16 (47 54'43" R11 272.00' R11 227.45' R11 PARCEL 6 P.M. 36632 P.M.B. 251/45-50 LINE TABLE_ LINE TABLE NO. _ - - BEARING LENGTH L1 N83'22'30"E 100.00' L2 N7'33'38"E 41.04' L3 N79'54'59"E 41.04' L4 N89'46'22"W (N89'39'28"E R10) 1035.86' (1035.86' R10) L5 N57'21'22"W 41.02' L6 N32'38'38"E 110.00' L7 N57'21'22"W 40.01' L8 NO'09'13"E 205.59' L9 N51'50'17'W(R) 29.38' L10 N12'53'39"W 41.04' L11 N88'16'41"E(R) 90.00' L12 N43'16'41"E 14.45' L13 NO'29'06"W 48.93' L14 N35'02'54"E 10.41' L15 NO'29'06"W 54.61' L16 N28'39'30"E 8.52' L17 NO18'09"W 55.04' L18 N41'19'09"E 9.33' L19 NO'18'09"W 55.04' L20 N33'24'03"E 8.92' L21 NO'00'OO"E 192.25' L22 N48'55'47"E(R) 18.34' L23 N89'41'22"E 154.07' L24 NO'18'38"W 100.00' L25 N76'14'53"E 95.47' L26 N63'49'35"E 99.55' L27 N50'14'21"E 50.59' LINE TABLE_ NO. BEARING LENGTH L28 N88'57'48"W 126.65' L29 N89'46'22"W 28.10' (136.49' R11) (N89'08'42"W R11) (28.16' R11) 58.26' N5'02'04"E 50.92' L30 (N6'16'43"E R10) (40.71' R10) 129.76' (N6'52'56"E R11) (46.78' R11) (129.76' R11) N54'09'38"E 66.82' L31 (N54'09'38"E R10) (66.82' R10) (139.19' R11) (N54'10'03"E R11) (66.82' R11) 73.82' N26'06'22"E 39.42' L32 (N26'06'22"E R10) (39.42' R10) 48.26' (N26'06'47"E R11) (39.42' R11) (43.98' R11) N18'10'34"W 31.34' L33 (N18'10'34"W R10) (31.34' R10) 790.14' 790.01' R3 () (N18'10'O9"W R11) (31.34' R11) 22 N40'59'03"W 52.61' L34 (N40'59'03"W R10) (52.61' R10) (N40'58'38"W R11) (52.61' R11) - N11'29'26"W 136.49' L35 (N11'29'26"W R10) (136.49' R10) N88'57'48"W 1326.07'- 326.07'-R.S. (N11'29'01 "W R11) (136.49' R11) R.S.87/77-•78 N12'28'59"E 143.49' L36 (N12'28'59"E R10) (143.49' R10) 16 (N12'14'24"E R11) (143.49' R11) UP N88'57'48"W 28.57' 146 TO (N88'57I28"W R11) (28.54' R11) L38 N12'28'59"E 149.16' (N12'14'24"E R11) (143.03' R11) LINE TABLE 1320.19'- 320.19' -►284.33' NO. BEARING _ LENGTH L39 N11'29'26"W 136.43' W � (N11'29'01"W R11) (136.49' R11) L40 N40'59'03"W 58.26' A - r23'18'02" (N40'58'38"W R11) (58.26' R11) L41 N18*1O'34"W 129.76' P.M.B. 240/19-26 (N18'10'O9"W R11) (129.76' R11) L42 N26'06'22"E 139.19' 41S (N26'06'47"E R11) (139.19' R11) L43 N54'09'38"E 73.82' (N54'10'03'E R11) (73.82' R11) L44 N5'02'04"E 48.26' (N6'52'56"E R11) (43.98' R11) R.S. 106/34-37 SHEET 7 OF 7 SHEETS 0 00 451 (N89'36'36"E 2632.05' R7 MR) (N89'35'45"E 2631.96' R6) (N89'35'00"E 2631.76' R4) -► 1316.03' 1316.02' -; 13 . i 1320.19'- 320.19' -►284.33' 284.33'1• L4 �- co �I 6 7 W � �I MI 10 11 II A - r23'18'02" PARCEL 4 M P.M. 35336 4 z i R=330.00' 0I I P.M.B. 240/19-26 J L=134.20' z in c� 41S in :-L1 M M 2925- 2;'p L5 00, N89'S0'47"W 29714' C4 L3 E �' v 1 OT "A "--0----JULIA STREET- - c ZI 2 !� 4'49"E(R) to 1320.19'- 320.19' -►284.33' 284.33'1• L4 �- 3 4 5 6 7 8 9 10 11 II N N841 _ - � Pcc . PARCEL 4 M P.M. 35336 4 00 o N Ln z o N® 0I I P.M.B. 240/19-26 LOT "CC" WATER QUALITY BASIN z • 17 5.10 AC C2 ' :-L1 M M 5 4 8 C1 - - - - - - - - - - - - - - - 790.14' 790.01' R3 () N . N °° 22 21 - - - - 175.97' 1199.42' -� N88'57'08"W 1326.13' (N88'57'54"W 1325.97' R3) - L28 • - - - - - - 147 N88'57'48"W 1326.07'- 326.07'-R.S. R.S.87/77-•78 20 19 18 17 16 15 14 13 12 146 TO ~ PARCEL 6 p , O P.M. 35336 L9 P.M.B. 240/19-26 ? SARA STREET - LOT "E" 145 1'0 C6 N -A 144 � MCN L10 23 24 25 26 27 28 29 30 31 32 �' '' C7 143 N a o 33 142 °� j- 92 91 90 89 88 87 86 85 . �,� "AA" C) � O 34 141 �ux LOT ®� ®QQ�� 5.45 AC Q rn SHINE COURT - -LOT "G"-(5 35 -p 140 �- - ;_p -W 36 139 15 N N ® N ry 75 76 77 78 79 80 81 82 83 84 N J z U) 37 138 w 38 137Ln Low I z ry 74 73 72 71 70 69 68 67 66 65 v C8 N89'46'22"W 1320.19'- 320.19' -►284.33' 284.33'1• L4 �- w 1 un L29 I L30 1_44- '�4 • � 17 N83'39'32"W�R)_,,- II (9. PARCEL 4 M P.M. 35336 4 00 o N Ln z o N® 0I I L11 64 39 136 a ZI O L12 Lo `� 17 r2 93 SANDRA COURT- LOT "F" + ' 1 40 135 L31 L14 0 / • 17 L32 -- 94 55 56 57 58 59 60 61 62 41134 / • N63'53'37"W(R) ------- L16 95 63 42 v / 17 J r � L18 0)gg 133 -� I 43 • / L20 54 53 52 51 50 49 / 48 132 97 47 44 � 131 I PROPERTY DESCRIBED IN 98 CAROLINA STREET --&L 46 I " INSTRUMENT NO. 2006-951696 f J O % VARIES I RECORDED DECEMBER 29, 2006 C,, 45 130 �h ----1 O.R. COUNTY OF RIVERSIDE I � PARCEL 5 99 100 101 102 104 �� 103 106 U P.M. 35335 105 129 ti P.M.B. 240/19-26 L22 107 128 U i_ 1 �$ N1'01'32"E \\ 17 117 116 115 114 113 112 111 110 109 11 14.50' 12 \\ + L33 17 z, < , 114.95' 244.97' + L34 b N88'58'28"W 359.92' L40 • 17 QI L o (N88'57'54"W 360.00' R3) k (}VIA GARDA LOT "B" r7 C11 f _ CD 127 LOT "DD" PARK C14--\ VIA GARDA _ L23 126 17 J 118 119 120 121 122 123 124 125 �6. � M 4 L27 oi 00 � w 1 un ' " N89'4122E 413.34' o II _ \, 44"E�R�_---'f • 17 PARCEL 4 M P.M. 35336 00 o N Ln z o N® N78 46 C13 -C12 P.M.B. 240/19-26 LOT "CC" WATER QUALITY BASIN z • 17 5.10 AC M 5 4 8 16 - - - - - - - - - - - - - - - 790.14' 790.01' R3 () 360.02 (360.00 R3) (175.96 ( R3) I �' N88'57'53"W 1199.42' R10 7 ) - - - - 175.97' 1199.42' -� N88'57'08"W 1326.13' (N88'57'54"W 1325.97' R3) - L28 • - - - - - - N88'57'48"W 1326.07'- 326.07'-R.S. R.S.87/77-•78 (N88'57'54"W 1325.97' R3)