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mb451_023-028OWNER'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 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 ALL SUBSURFACE WATER RIGHTS TO THE CITY OF LAKE ELSINORE, OR ITS ASSIGNEE. WE ALSO HEREBY DEDICATE TO PUBLIC USE FOR STREET AND PUBLIC UTILITY PURPOSES LOTS "A" THROUGH I, INCLUSIVE. AS A CONDITION OF DEDICATION OF LOT "B"(CORSON AVENUE)THE OWNERS OF LOTS 27 THROUGH 36, INCLUSIVE, 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 DEDICATION AS TO THE PART VACATED. WE ALSO HEREBY DEDICATE TO PUBLIC USE DRAINAGE EASEMENTS OVER ALL OF LOT "AA" AND WITHIN LOT 'BB" FOR THE CONSTRUCTION AND MAINTENANCE OF DRAINAGE FACILITIES SHOWN HEREON. WE HEREBY RESERVE TO OURSELVES, SUCCESSORS, HEIRS AND ASSIGNS, LOT '8B', FOR BASIN PURPOSES AS SHOWN HEREON. WE ALSO HEREBY RESERVE TO OURSELVES, SUCCESSORS, HEIRS AND ASSIGNS LOT "AA" AND LOT "CC". FOR SLOPE AND LANDSCAPE PURPOSES AS -- SHOWN HEREON OWNER: PARDEE HOMES, A CALIFORNIA CORPORATION BY: NAME: M 1 C 04,1 TIT_L/ErD'jViSior Prttid"t- BY: NAMES ff Chavmmrs T I TLE,\I-p CDin M(AV l if 0""411- CITY 0"" 1r CITY CLERK'S STATEMENT THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BY AND THROUGH ITS DULY AUTHORIZED OFFICERS HEREBY APPROVES THE -TRACT MAP AND ACCEPTS THE OFFERS OF DEDICATION OF LOT "A" THROUGH LOT "I", INCLUSIVE, MANE HEREON FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES, AND AS PART OF THE CITY MAINTAINED ROAD SYSTEMS AND DID ACCEPT ON BEHALF OF THE CITY OF LAKE ELSINORE# THE EASEMENTS FOR STREET AND PUBLIC UTILITY PURPOSES AS SHOWN HEREON. ABUTTERS RIGHTS OF ACCESS, AS DEDICATED HEREON. THE EASEMENTS FOR CONSTRUCTION AND MAINTENANCE OF DRAINAGE FACILITIES. ALL SUBSURFACE WATER RIGHTS. {SATE: , 20j (k. BY: q/V ', ra�. M DOMCN CITY CLERK CITY OF LAKE ELSINORE IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO,, 36682 PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT OF SAID LAND ON FILE IN THE DISTRICT LAND OFFICE, PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1640 RECORDED SEPT. 5, 2014 AS INST. NO. 2014-0337670, OF OFFICIAL RECORDS, AND PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1844 RECORDED JAN. 30, 2015 AS INST. NO. 2015-0040083,. OF OFFICIAL RECORDS, ALL IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. RICK ENGINEERING COMPANY 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 THE DOCUMENT. STATE OF CALIFORNIA COUNTY OF121Afr5ldt, ON AVOI 14120110 BEFORE ME, Affl f' GWAAM?W-M A NOTARY -PUBLIC PERSONALLY APPEARED m c,yi a P A 'fiw for aid Tew CkawA bt_r s WHO PROVED TO ME ON THE BASIS OFTISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) RE SUBSCRIBED T THE WITHIN INSTRUMENT AND ACKNOWL DG 'ED TO THAT HE EXECUTED THE SAME IN EI AUTHORIZED CAPACITY (I ), AND THAT BY EI SIGNA URE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTIT PON 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 NAMESV'E• GMGVeZ Pe"2 NOTARY PUBLIC PRINCIPAL COUNTY OF BUSINESS,, yacm d v COMMISSION EXPIRES:, 4qllol COMMISSION * OF NOTARY o 0 -7 0p2 TAX BOND CERTIFICATE I HEREBY CERTIFY THAT A BOND IN THE SUM OF $ 4`-4c'o HAS BEEN EXECUTED AND FILED WITH THE BOARD OF SUPERVISORS OF THE COUNTY OF RIVERSIDE, CALIFORNIA, CONDITIONED UPON THE PAYMENT OF ALL TAXES, STATE, COUNTY, MUNICIPAL OR LOCAL, AND ALL SPECIAL ASSESSMENTS COLLECTED AS TAXES, WHICH AT THE TIME OF FILING OF THIS MAP WITH THE. COUNTY RECORDER ARE A LIEN AGAINST SAID PROPERTY, BUT NOT YET PAYABLE., AND SAID BOND HAS BEEN DULY APPROVED BY SAID BOARD OF SUPERVISORS. DATE, m*. L ASH OR SURETY BOND DON KENT COUNTY TAX COLLECTOR ,20110 BY: DEPUTY SEPTEMBER 2015 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 $ 1416, MCP DATE: ^ 00% Z' -201(o DON KENT COUNTY- TAX_COLLECTOR BY: DEPUTY 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 STREET AND PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN FAVOR OF THE CITY OF LAKE ELSINORE RECORDED JUNE 25, 2014 AS INST. NO. 2014-0233815 O.R. AN EASEMENT FOR STREET AND PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN -FAVOR OF THE CITY OF LAKE ELSINORE RECORDED JUNE 25, 2014 AS INST. NO. 2014-0233816 O.R. . AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN FAVOR OF SOUTHERN CALIFORNIA GAS COMPANY, RECORDED OCTOBER 30, 2015 AS INST. NO. 2015-0477699, 0. R. Z49 ib _w a2ss'07- �csl oa co ja� 2� SHEET 1 OF 6 SHEETS RECORDER'S STATEMENT F I LED TH I SDAY OF wniti , 20 UP , AT 17. 'l!q.M IN BOOK OF MAPS, AT PAGES- 43*1,74 , AT THE REQUEST OF THE CLERK OF THE BOARD. N0. a S 2- FEE:'zo"oc PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: 9PUTY SUBDIVISION GUARANTEE: FIRST AMERICAN TITLE COMPANY SURVEYOR'S STATEMENT 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 PARDEE HOMES, A CALIFORNIA CORPORATION IN NOVEMBER 2013. 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. -DATE: r� LAND \9TF OF Cwo��\/ WILLIAM ROHAL-, L.S. 8805 CITY ENGINEER'S STATEMENT THIS MAP CONFORMS TO THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES. i HEREBY STATE THAT THIS MAP HAS BEEN EXAMINED BY ME OR UNDER MY SUPERVISION AND FOUND TO BE SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP OF TRACT MAP 36682 AS FILED, AMENDED, AND APPROVED BY THE CITY COUNCIL OF LAKE ELSINORE ON APRIL 7, 2015 AND THAT I AM SATISFIED THIS MAP IS TECHNICALLY CORRECT. DATE= TIZVI . 1 iD , 2016. S -44S �� BRADLEY W. FA6R ft, R. C. E. 43920 CITY ENGINEER, CITY OF LAKE ELSINORE REGISTRATION EXPIRES 6/34/2017 CITY SURVEYOR'S STATEMENT I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND AM SATISFIED THAT SAID MAP IS TECHINICALLY CORRECT. IYI1 V{IF1l..L L. 1'VI\I..IW It,' 4d Ji 577 181 ACTING CITY SURVEYOR REGI STRATIONEXP RESl 6/30/16 CITY OF LAKE ELSINORE QF C P \��Q- SURVEYOR'S NOTES 1. BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF CRAIG AVENUE PER TRACT MAP NO 36115-1, MB 439/3-12, SHOWN AS N 89053'36" W. 2. ---------- INDICATES FOUND MONUMENT AS NOTED AS SHOWN IN MONUMENTATION LOG. 3. O ---------- INDICATES SET 1" IRON PIPE L.S. 8805, FLUSH. 4. ALL MONUMENTS SET ARE PER RIVERSIDE COUNTY ORDINANCE 461.21. 5. THIS TRACT CONTAINS 21.870 ACRES GROSS. 6. DRAINAGE EASEMENTS SHALL BE KEPT FREE OF BUILDINGS AND OBSTRUCTIONS. 7. ALL MONUMENTS SHOWN AS SET SHALL BE SET IN ACCORDANCE WITH THE MONUMENTATION AGREEMENT FOR THIS MAP. 8. 9. 10. 11. 12. 13. 14. -INDICATES SUBDIVISION BOUNDARY. RAD INDICATES RADIAL BEARING. INDICATES RECORD DATA PER AS SHOWN HEREON. SET LEAD AND TAG L.S. 8805, IN TOP OF CURB (R I V. CO. STD. "E") F -OR CORNER CUTBACKS PROJECTED PERPENDICULAR OR RADIAL FROM CENTERLINE. SET 1" IRON PIPE L.S. 8805, FLUSH AT ALL LOT CORNERS, ANGLE POINTS IN SIDE OR REAR LOT LINES, AND ANGLE POINTS IN SUBDIVISION BOUNDARY. z111111 INDICATES RESTRICTED ACCESS AS CONDITION OP DEDICATION OF LOT CORSON AVENUE. SNF -INDICATES SEARCHED FOR NOTHING FOUND. N89'40'42"E 2662.48' 1N89'41'14"E 2662.51' RV (N89'41'14"E 2662.51' R3) 5 j ~ - IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO,, 36682 PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8,TOWNSHIP 6 SOUTH,RANGE 3 WEST,SAN BERNARDINO BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT OF SAID LAND ON FILE IN THE DISTRICT LAND OFFICE, PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1640 RECORDED SEPT. 5, 2014 AS INST. NO. 2014-0337670, OF OFFICIAL RECORDS, AND PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1844 RECORDED JAN. 30, 2015 AS INST. NO. 2015-0040083, OF OFFICIAL RECORDS, ALL IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. RICK ENGINEERING COMPANY SEPTEMBER 2015 N89'45'40"E 2640.48' (N89'45'46"E 132024' (132025' Rl) _- F- W �I - �r�,, � ]C3 438/3-9P. M I� DETAIL "B " �IF �4 °� SHT. NO. 3- L14 GERANIUM DRIV . I LLI c� 7.@3.1 j' (� ��` f f tJ . @ 3 . 9 tf ll . 1111 • 9 . . li1JU s �o� B, N b � DAUBEN COURT Lld -WEST LINE7RACT MAP 149 w N SECTION 8 W[ - N DETAIL "A." SHT. NO.3 C�SB�CtAY L30 L33 c3 I III I I I V - 660.6- 9'(660 J4' R1) - L32 L34 77J)� 20.00' \z.:i HOLLAND ROAD (20.0(Y R51 ).50' RV (N8972'30"E . 2640.15' R4) 0N89'45'57'E 264027' R5) N89'45'40"E 69621' 15 - T624.03' (624.00' R6) 0 46 QPARCEL 2 1 i 30' ROAD EASEMENT 2 GRANT DEED b I PER GRANT DEED 1-25-1957 0 oqa -RI=C. 1-25-1957 4 BK. 2030, PG. 306 N $- - I BK. 2030, PG. 306 6 14 -� N � oo L� t �-PARCEL 2 .7 a. I I GRANT DEED ao 0 0 I 1-7-1959 9 - N N a s INST. N0. 997 ._ v. EAST LINE OF---f-t--�--- L16 L17 L18 20,6- o2Sr?o z 104/4/tiAloo.- SHEET 2 OF 6 SHEETS NOTE R1 - INDICATES RECORD DATA PER MB 439/3-12. N R2 - INDICATES RECORD AND MEASURED DATA PER W/TAG STAMPED "LS 3962", MB 439!3-12. 1.0 ACCEPTED AS CL INTERSECTION HOLLAND RD. �u W Fri AND HAWTHORNE ST. PER RS 128/65, PM R3 - INDICATES RECORD DATA PER MB 370/62-72. N 06 R4 - INDICATES RECORD DATA PER PM 9/1. ", a ? R5 - INDICATES RECORD DATA PER RS 128/65. L20 N R6 - INDICATES RECORD DATA PER PM 28/86. Cl (10°08'57" 100,00' TABLE DATA R2) ON MB 439/3-2 BY COMPASS RULE ADJUSTMENT C2 109050'05" 76.00' 145.69' L21 LINE TABLE (109050'32" 76.00' 145.70' W NAME DIRECTION C3 (10608'57" 100.00' 17.71' R2) LENGTH L1 - N 0019'49" (N 0008'08" E 76.00' W 60.01' R1 ) (N 0'620'19" E 76.00' R1 ) SECTION -5 L2 N 89°45'40" 1613'09" DISTANCE OF 20 PER RS 128/65. E 23.36' 60.00' L3 N 1°14'03" AND S. SECTION LINE SECTION 5. 20' -NORTHERLY OF E 133.45' 128!65. L4- N 88045'57" SET 1" IP L.S. 8805. FLUSH. W 3.83' R1) (N 88°45'25 TABLE " W .3.83' R1) L5 N 9°57'17" 63.42' W 53.12' DIRECTION (N 96 56' 45" W 53.12' R1 ) L6 N 06 25' 45" E 20.48' (N 0026'17" L24 N E 20.48' RI) E L7 N 46°53'19" L29 E 4.45' W 87.89' (N 466 53' 51 " E 4.45' R1 ) 6.37' L8 N 0° 58' 13" E 61.09 W 11.94' L25 (N 005845" 3618'33" E 61.09' R1 ) L9 N 46A53'30" N 0019'49" E 4.45' 209.05' (N. (N 46654'02" 00" E 4.45' R1 ) L32 L10 N 0'43'47" 45' 18" E 61.21' L26 N 41655'11" (N 0044'19" E E 61.21' R1 ) (N Lll N 48006'13" W E 4.67' (N 41055'43" (N 48006'45" E 4.66' E 4.67' RI) 79055'12" L12 N 1@46'21" W 41.12' E 60.47' 5620'50" (N 104653" 60.92' E 60.47' R1) L13 N 41609115 41.12' R1) " E 4.61' W (N 41009'47" R2) L34 E 4.61' R 1 ) L14 N 1607'14 L28 " W 31.32' 45" E L15 N 3606'52 L35 " W 71.14' E L16 N 87635'40" (N 32024'18" W 22.71' E 5.38' L17 N 0619' N 49" E 60.04' E 366.69' L18 N 87635'40" W 22.63' N89'40'42"E 2662.48' 1N89'41'14"E 2662.51' RV (N89'41'14"E 2662.51' R3) 5 j ~ - IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO,, 36682 PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8,TOWNSHIP 6 SOUTH,RANGE 3 WEST,SAN BERNARDINO BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT OF SAID LAND ON FILE IN THE DISTRICT LAND OFFICE, PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1640 RECORDED SEPT. 5, 2014 AS INST. NO. 2014-0337670, OF OFFICIAL RECORDS, AND PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1844 RECORDED JAN. 30, 2015 AS INST. NO. 2015-0040083, OF OFFICIAL RECORDS, ALL IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. RICK ENGINEERING COMPANY SEPTEMBER 2015 N89'45'40"E 2640.48' (N89'45'46"E 132024' (132025' Rl) _- F- W �I - �r�,, � ]C3 438/3-9P. M I� DETAIL "B " �IF �4 °� SHT. NO. 3- L14 GERANIUM DRIV . I LLI c� 7.@3.1 j' (� ��` f f tJ . @ 3 . 9 tf ll . 1111 • 9 . . li1JU s �o� B, N b � DAUBEN COURT Lld -WEST LINE7RACT MAP 149 w N SECTION 8 W[ - N DETAIL "A." SHT. NO.3 C�SB�CtAY L30 L33 c3 I III I I I V - 660.6- 9'(660 J4' R1) - L32 L34 77J)� 20.00' \z.:i HOLLAND ROAD (20.0(Y R51 ).50' RV (N8972'30"E . 2640.15' R4) 0N89'45'57'E 264027' R5) N89'45'40"E 69621' 15 - T624.03' (624.00' R6) 0 46 QPARCEL 2 1 i 30' ROAD EASEMENT 2 GRANT DEED b I PER GRANT DEED 1-25-1957 0 oqa -RI=C. 1-25-1957 4 BK. 2030, PG. 306 N $- - I BK. 2030, PG. 306 6 14 -� N � oo L� t �-PARCEL 2 .7 a. I I GRANT DEED ao 0 0 I 1-7-1959 9 - N N a s INST. N0. 997 ._ v. EAST LINE OF---f-t--�--- L16 L17 L18 20,6- o2Sr?o z 104/4/tiAloo.- SHEET 2 OF 6 SHEETS NOTE TRACT MAP N0.36115-1, 1. SEE SHEET 3 FOR VICINITY MAP AND o Q I w 0_'* GRANT DEED EASEMENT NOTES. N O MONUMENT LOG 200 400 OFOUND 3/4" I P W/TAG STAMPED "LS 3962", DOWN 1.0 ACCEPTED AS CL INTERSECTION HOLLAND RD. �u W Fri AND HAWTHORNE ST. PER RS 128/65, PM 60/91 & Dob PM 45/2 L19 N 06 25' 10" rn brr b � O FOUND 3/4" IP W/TAG STAMPED "RCFD &WCD ", a ? 1 FLUSH. ACCEPTED AS A POINT ON THE C. 1/4 TRACT MAP N0.36115-1, LINE TABLE o Q I w 0_'* GRANT DEED MB 439/3-12 � N SECTION 8. SET 1" IP L.S. 8805, FLUSH. 1 I 14-22-1958 40 Q 200 400 NAME BK.2258, PG. 368 -LENGTH W 12 ESTABLISHED AS THE N.W. CORNER N.E. III t a [�OQ�QO� OF i I U) m.c . V 4 OIF H.�W A/ 4 Zb � I® I CD C O �J' [I O [� • --1-� { I PARCEL 1 ;; • w 7.0 `� %� �a GRANT DEED --- ,-I, >- ll S. 9 W• 3 l'! V• D I ^ m I959 NST• NO 997 W L24 I WEST LINE OF - 624'00 1 `° THE E. 629' OF THE N.E. 1/4 OF N.W.1/4 OF SECTION 8 PER ID EDM 0 3 CORSON AVENUE `n - 5-N89'55'54"E 697,38- - *�' - lAk-_ L36 a2l.4(y 97.38- 1321.4(r 1132 m, R1) 51 -F- I-� GRANT DEED REC. 5-28-1962 I . I INST. NO. 49420 III � I N89°5550"E 1982.09' cl 08955'590E 1952.24' RM) W � (.S89'22'16W 198215' R4) N89°53'27'W I �, b b, 660./8' � ' y21 (N89'53�27'W r CRAIG AVENUE 660.68 R1) �-- _ N8753 36W 198452' (N89'53 36'W 1984.51 R1) (N89`3r59`W 198421' R4) 3 BASIS OF BEARINGS wo SECTION LINE SEC 5. PER RS 128/65 N89'S2S3"E3 FOUND 1 IRON PIPE.W/TAG STAMPED "LS 3365" UP 0.20 ACCEPTED AS W 1/4 CORNER SECTION 8 6.52'5 (N89'S44' PER PM 83/28-29 & PER MB 370/62-72. 659.39'R5) FOUND 1-1/4" GALV. IRON PIPE W/TAG STAMPED "L -S 3365", UP 0.10'. ACCEPTED AS THE S.W. CORNER PARCEL 1 PER PM 9/1. FOUND 3/4" IRON PIPE NO TAG, DOWN 0.20'. ACCEPTED AS THE CENTER OF SECTION 8. PER PM 9/1. SET TAG L.S. 8805. FOUND 1-1/4" GALV. IRON PIPE W/TAG STAMPED "LS 3365". UP 0.10'. ACCEPTED AS THE N.W. CORNER PARCEL 2, PER PM 9/-1 & AS A POINT ON THE SOUTH LINE OF N. 1!2 OF N.W. 1/4 SEC 8. 7 SNF - ESTABLISHED BY PRORATION ESTABLISHED AS THE WEST LINE OF TRACT 36115--1 PER MB 439/3-12. SET 1" IP L.S. 8805, FLUSH. FOUND 1-1/4" GALV. IRON PIPE W/TAG STAMPED 8 "LS 3365". ON. 1.40'. ACCEPTED AS THE N.E. CORNER PARCEL 2, PER PM 9 / 1 & AS A POINT ON THE SOUTH LINE OF N. 112 OF N.W. 1/4 SEC 8. SNF - ESTABLISHED INTERSECTION WEST LINE OF THE EAST 624' OF THE N.E. 1/4 OF N.W. 1/4 OF SECTION 8 PER DEED EXCEPTIONS, SET 1" IP L.S. 8805, FLUSH. 10 FOUND 1-1/4" GALV. IRON PIPE W/NAIL, DOWN 0.50'. HELD FOR LINE AS THE SOUTH LINE OF THE N.E. 1/4 OF N.W. 1/4 OF SECTION 8, ACCEPTED AS ANGLE POINT PER MB 439/3-12 11 FOUND 3/4" IRON PIPE W/TAG STAMPED "LS 3962", DOWN 0.70' ACCEPTED AS A CORSON AVE. (EAST) PER PM 45/2. 0.09' WEST OF CL OF BYERS STREET 12 FOUND 1"' IRON PIPE W/TAG STAMPED "LS 3962" DOWN 0.30'. ACCEPTED AS THE S.W. CORNER PARCEL 2, PER PM 28/86 AND ACCEPTED AS ON THE WEST LINE OF THE EAST 624' OF THE N.E. 1/4 OF N.W. 1/4 SECTION 8. 13 FOUND 1" IRON PIPE W/TAG STAMPED "LS .3962" DOWN 0.30'. ACCEPTED AS THE S.W. CORNER PARCEL 1'*PER PM 28/86 AND ACCEPTED AS ON THE WEST LINE OF THE EAST 624' OF THE N.E. 1/4 OF N.W. 1/4 SECTION 8. 14 FOUND 1" IRON RIPE W/TAG STAMPED "LS 3962" D DOWN 0.30'. ACCEPTED AS THE N.W. CORNER PARCEL 1. PER PM 28/86 AND ACCEPTED AS ON THE WEST LINE OF THE EAST 624' OF THE N.E. 1/4 OF N.W. 1/4 SECTION 8. SNF - ESTABLISHED BY INTERSECTION WEST LINE SCALE: V= 200' LINE TABLE SECTION 8. SET 1" IP L.S. 8805, FLUSH. 260 0 200 400 NAME DIRECTION -LENGTH ESTABLISHED AS THE N.W. CORNER N.E. L19 N 06 25' 10" W 21.16' CURVE TABLE 17 FOUND 11" IRON PIPE LEANING W/TAG "LS 3962", - NAME DELTA RADIUS ARC L20 N 0044'25" -- -------- E 60.04' Cl (10°08'57" 100,00' 17.71' R2) ON MB 439/3-2 BY COMPASS RULE ADJUSTMENT C2 109050'05" 76.00' 145.69' L21 N 0008'40" (109050'32" 76.00' 145.70' W 60.01' C3 (10608'57" 100.00' 17.71' R2) (N 0008'08" W 60.01' R1 ) 0 SNF - ESTABLISHED BY THE PROLONGATION OF THE 6, PER PM 221/13-24. OF THE C. 1/4 SECTION LINE SECTION -5 L22 N 1613'09" DISTANCE OF 20 PER RS 128/65. ESTABLISHED W 60.00' THE N.1/4 CORNER SECTION 8 PER PM 9/1 AND S. SECTION LINE SECTION 5. 20' -NORTHERLY OF 1/4 CORNER SECTION 5 PER RS 128!65. (N 1012'37" SET 1" IP L.S. 8805. FLUSH. W 60.00' R1) LINE TABLE L23 N 2009'07" W 63.42' NAME DIRECTION LENGTH (N 2°08'35" W 63.42' R1) ---- ---------------- ------_-_ L24 N 25622'15" E 6.37' L29 N 204447" W 87.89' (N 25022'47" E 6.37' R1) L30 N 89000'45" W 11.94' L25 N 3618'33" W 61.03' L31 N 0019'49" E 209.05' (N. 3618' 00" W 61-03' R1) L32 N 9° 45' 18" W 41.12' L26 N 41655'11" E 4.66' (N 9045'36" W 41.12' R1) (N 41055'43" E 4.66' R1) L33 N 79055'12" W 41.12' L27 N 5620'50" W 60.92' CN 79655'04" W 41.12' R1) IN 5"20'17" W 60.92' R2) L34 N 0023'40" E 104.22' L28 N 326 23' 45" E 5.38' L35 N 89055'50"' E 330.69' (N 32024'18" E 5.38' R1) L36 N 89655'50" E 366.69' wo SECTION LINE SEC 5. PER RS 128/65 N89'S2S3"E3 FOUND 1 IRON PIPE.W/TAG STAMPED "LS 3365" UP 0.20 ACCEPTED AS W 1/4 CORNER SECTION 8 6.52'5 (N89'S44' PER PM 83/28-29 & PER MB 370/62-72. 659.39'R5) FOUND 1-1/4" GALV. IRON PIPE W/TAG STAMPED "L -S 3365", UP 0.10'. ACCEPTED AS THE S.W. CORNER PARCEL 1 PER PM 9/1. FOUND 3/4" IRON PIPE NO TAG, DOWN 0.20'. ACCEPTED AS THE CENTER OF SECTION 8. PER PM 9/1. SET TAG L.S. 8805. FOUND 1-1/4" GALV. IRON PIPE W/TAG STAMPED "LS 3365". UP 0.10'. ACCEPTED AS THE N.W. CORNER PARCEL 2, PER PM 9/-1 & AS A POINT ON THE SOUTH LINE OF N. 1!2 OF N.W. 1/4 SEC 8. 7 SNF - ESTABLISHED BY PRORATION ESTABLISHED AS THE WEST LINE OF TRACT 36115--1 PER MB 439/3-12. SET 1" IP L.S. 8805, FLUSH. FOUND 1-1/4" GALV. IRON PIPE W/TAG STAMPED 8 "LS 3365". ON. 1.40'. ACCEPTED AS THE N.E. CORNER PARCEL 2, PER PM 9 / 1 & AS A POINT ON THE SOUTH LINE OF N. 112 OF N.W. 1/4 SEC 8. SNF - ESTABLISHED INTERSECTION WEST LINE OF THE EAST 624' OF THE N.E. 1/4 OF N.W. 1/4 OF SECTION 8 PER DEED EXCEPTIONS, SET 1" IP L.S. 8805, FLUSH. 10 FOUND 1-1/4" GALV. IRON PIPE W/NAIL, DOWN 0.50'. HELD FOR LINE AS THE SOUTH LINE OF THE N.E. 1/4 OF N.W. 1/4 OF SECTION 8, ACCEPTED AS ANGLE POINT PER MB 439/3-12 11 FOUND 3/4" IRON PIPE W/TAG STAMPED "LS 3962", DOWN 0.70' ACCEPTED AS A CORSON AVE. (EAST) PER PM 45/2. 0.09' WEST OF CL OF BYERS STREET 12 FOUND 1"' IRON PIPE W/TAG STAMPED "LS 3962" DOWN 0.30'. ACCEPTED AS THE S.W. CORNER PARCEL 2, PER PM 28/86 AND ACCEPTED AS ON THE WEST LINE OF THE EAST 624' OF THE N.E. 1/4 OF N.W. 1/4 SECTION 8. 13 FOUND 1" IRON PIPE W/TAG STAMPED "LS .3962" DOWN 0.30'. ACCEPTED AS THE S.W. CORNER PARCEL 1'*PER PM 28/86 AND ACCEPTED AS ON THE WEST LINE OF THE EAST 624' OF THE N.E. 1/4 OF N.W. 1/4 SECTION 8. 14 FOUND 1" IRON RIPE W/TAG STAMPED "LS 3962" D DOWN 0.30'. ACCEPTED AS THE N.W. CORNER PARCEL 1. PER PM 28/86 AND ACCEPTED AS ON THE WEST LINE OF THE EAST 624' OF THE N.E. 1/4 OF N.W. 1/4 SECTION 8. SNF - ESTABLISHED BY INTERSECTION WEST LINE SCALE: V= 200' 15 OF THE EAST 624' OF THE N.E. 1/4 OF N.W. 1/4 OF SECTION 8. SET 1" IP L.S. 8805, FLUSH. 260 0 200 400 16 SNF -- ESTABLISHED BY PRORArTION PER TRACT 36115-1, MB 439/3-12.. EVEN SPLIT. ESTABLISHED AS THE N.W. CORNER N.E. 1/4 OF N.W. 1/4 SECTION 8. SET 1" IP L.S. 8805, FLUSH. CURVE TABLE 17 FOUND 11" IRON PIPE LEANING W/TAG "LS 3962", - NAME DELTA RADIUS ARC PER MB 370/62-72. THE N.W.-OORNEiR.SECTION 8, -- -------- PER MB 370/62-72 ESTABLISHED POSITION SHOWN Cl (10°08'57" 100,00' 17.71' R2) ON MB 439/3-2 BY COMPASS RULE ADJUSTMENT C2 109050'05" 76.00' 145.69' N2010'19"W 0.31' FROM RE-ESTABLISHED (109050'32" 76.00' 145.70' R1) POSITION._ C3 (10608'57" 100.00' 17.71' R2) 18 FOUND 2" IRON PIPE W/TAG STAMPED "LS 6810". UP 0.50'. ACCEPTED AS THE S. 1/4 CORNER SEC. 0 SNF - ESTABLISHED BY THE PROLONGATION OF THE 6, PER PM 221/13-24. OF THE C. 1/4 SECTION LINE SECTION -5 AT RECORD FOUND 3/4" IP WITH TAG STAMPED "RCFD & WCD", DISTANCE OF 20 PER RS 128/65. ESTABLISHED AS 19 FLUSH. ACCEPTED AS A POINT ON THE SOUTH C. 1/4 THE N.1/4 CORNER SECTION 8 PER PM 9/1 AND S. SECTION LINE SECTION 5. 20' -NORTHERLY OF 1/4 CORNER SECTION 5 PER RS 128!65. THE S. 1/4 SECTION 5 & N. 1/4 SECTION 8. PER SET 1" IP L.S. 8805. FLUSH. RS 128/65. o a \ �o �Q 74 CANYON o W � NEWPORT HILLS u ROAD ROAD '�p,�� HILLSIDE DRIVE ?Alt" GPN SCOTT ROAD LOSS RO ROAD BUNDY CANYON PROJECT SITE 15 CLINTON KEITH ROAD VICINITY MAP N.T.S. I— w IH X28 U) PARCEL 2 PARCEL 1 Q I LLA / 2014-1844 LLA 2014-1844 � DOC. 2015-040083 DOC. 2015-040083 3 O REC001REC.1-30-2015 m -5 L30 Lu I I 1 RW DEDICATION OBARIA WAY DOC. 2014-Q233815 REC. 6-25-2014 __TM Mo�pVO� I_j u') o I u, r , UO�.M � C\J I Q O J N U J U W 0 CORSON AVENUE DETAIL "A" N.T.S. PARCEL2 LLA 2014-1640 PARCEL 1 i DOC. 2014- LLA 2014-1640 0337670 C DOC. 2014- W REC.9-05-2014 t" 0337670 w REC.9-05-2014 oc � U6 Q D0 __ ( DEDICATION 14 023381 co O REC. 6-25-2014 WPARCEL 3 = I LLA 2014-1641 U8 DOC. 2014- PARCEL 1 0337671 LLA 2014-1844 REC.9-05-2014 DOC. 2015-040083 REC. 1-30-2015 NAME L14 L15 L16 L17 L18 L19 L20 DETAIL "B" N.T.S. LINE TABLE DIRECTION N lo 07'14 " W N 30 06' 52" W N 870 35'40"* W N 00 19'49 " E N 87035'40" LOT 57 W N 0025'10" LOT 58 W N 0° 44' 25" E LENGTH 31.32' 71.14' 22.71' 60.04' 22.63' 21.16' 60.04' IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO, 36682 PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT OF SAID LAND ON FILE IN THE DISTRICT LAND OFFICE, PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1640 RECORDED SEPT. 5, 2014 AS INST. NO. 2014-0337670, OF OFFICIAL RECORDS, AND PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1844 RECORDED JAN. 30, 2015 AS INST. NO. 2015-0040083, OF OFFICIAL RECORDS, ALL IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. RICK ENGINEERING COMPANY SEPTEMBER 2015 0 6 INDEX MAP -------------LOT'CC" --- SLOPE & HOLLAND ROAD LANDSCAPE LOT p — — - LOT "A" W cv r) d• Ln co �. co W BASIN _ LOT BBI O O O O O O O I _ r ALOE DRIVE 1 I X39 L T 11 It _ (/� I 4 A (� `r (V{j A p I— �� LOT 48_'TC I LOT 74 LOT 49 ono H0.�30 995 9 ; PARCEL No 430/3_92 � — LOT 47 O 0 0 [PUB 28 I '33 LOT 73 LOT 50 00 LOT 46 — 000,3LOT 72 LOT 51 F P A H_6 CE L LOT 45 O 0 0 PUB P0_I LOT 71 LOT 52 LOT 44 >- GERANIUIUI DRIVE — a LOT 70 LOT 53 LOT "F" LOBELIA L LOT "1" Z p p w r r COURT LOT 69 LOT 54 O �— H.W. �/ 4�I <_j �o 0 0 o Z I �( (� �C �`�2 O o I LOT 43 m LOT 68 LOT 55 O IJ . 0 CEJ . 9 H . W . , . . 1J1Jtl . I � o m� F— i— F— cq I �3fl LOT 42 LOT 67 LOT 56 W WEST LINE SECTION 8 DAUBEN COURT � 4 Q A C T rM A lP 149 — 32023'45" E (N 32024'18" - _ N 0 � DAFFODILW COURT LOT 41 LOT 66 LOT 57 LOT 40 LOT 65 LOT 58 LOT "G" N N 0 0 4� LOT 39 L31 N LOT 64 LOT 59 LOT 38 LOT 63 LOT 60 N GVIA o 4 3 / 3 - 9 4 N N I 0 0 0 t° f LOT 37 LOT 62 LOT 61 I J J J OBARIAWAY z I I —J —I— LOT "H" I co M M M cl) M M N N N W I I I I I I I 0 0 41 0 0 0 0 0 0 0 o JI WI LOT "B" (� I ( ' SLOPE CORSON AVENUE W �I LANDSCAPE LOT Ui E LINE TABLE NAME DIRECTION L28 N 32023'45" E (N 32024'18" E L29 N 2° 44' 47" W L30 N 89000'45" W L31 N 0019'49" E LENGTH 5.38' 5.38' R1 l 87.89' 11.94' 209.05' CRAIG AVENUE I I I 1 I 11 boo - SHEET 3 OF 6 SHEETS NOTES 1. SEE SHEET 2 FOR SURVEYOR'S NOTES AND MONUMENT LOG. EASEMENT NOTES 1 COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS PER DOCUMENT RECORDED MARCH 23, 1912 IN BOOK 347 OF DEEDS, PAGE 127. NOT PLOTTABLE FROM RECORD. 2AAN EASEMENT FOR STREET AND PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN FAVOR OF THE CITY OF LAKE ELSINORE RECORDED JUNE 25, 2014 AS INST. NO. 2014-0233815 O.R. A3AN EASEMENT FOR STREET AND PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN FAVOR OF THE CITY OF LAKE ELSINORE RECORDED JUNE 25, 2014 AS INST. NO� 2014702338-16 O.R. 4 AN EASEMENT FOR PUBLIC UTILITIES .AND INCIDENTAL PURPOSES IN FAVOR OF SOUTHERN CALIFORNIA GAS COMPANY RECORDED OCTOBER 30, 2015 AS INST. NO. 2015-0477699, O.R. NOT PLOTTABLE FROM RECORD. SCALE: 1"= 200' 200 0 200 400 IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO,, 36682 PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT OF SAID LAND ON FILE IN THE DISTRICT LAND OFFICE, PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1640 RECORDED SEPT. 5, 2014 AS INST. NO. 2014-0337670, OF OFFICIAL RECORDS, AND PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1844 RECORDED JAN. 30, 2015 AS INST. NO. 2015-0040083, OF OFFICIAL RECORDS, ALL IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. RICK ENGINEERING COMPANY SEPTEMBER 2015 ARC 86.41' 17.87' 17.87' 26.20' 26.20' 59.47' 19.78' 62.95' 88.72' 20 Xa- D 2Sr;h2 SHEET 4 OF 6 SHEETS y NOTES 1. SEE SHEET 2 FOR SURVEYOR'S NOTES AND MONUMENT LOG. 2. SEE SHEET 3 FOR VICINITY MAP AND EASEMENT NOTES. 30' ROAD EASEMENT N CENTERLINE PER GRANT DEED d CANYON HILLS ROAD REC. 1-25-1957 Z CM PER MB 439/3-12 N8945'401E 2640.48' (N89'45'46`E 264050' Rl) (N8972130E 264015' R4) (N89'45'57"E 2640.27R5) BK. 2030, PG. 306 O N89'45'40"E 69621' U-1 Z HOLLAND ROAD w � 16 NORTH LINE SECTION 8 15 � WRANGE TOWNSHIP 6 SOUTH, LOT "A" U) 3 WEST - LV Lu�NQ o -- W bco V) WN89'45'40"E LV 23.36' N89'4540"E 69628' 178.72' 1882' N84'05'25'W 16.06' LOT "CC" 54092' N89'4244W 25 DRAINAGE SLOPE & LANDSCAPE LOT N88'127.09'0710"E 5586 ' LOT "CC" Z °° N8946 52'E 63-04 cr Cn. M o EASEMENT DEDICATED 65-00' 65-00' 65.00' 65.00' 64-05` � N HEREON 55-02' �� N89'S8'49"E 260-00' W SLOPE & Q ;- BASIN Q: �o in 4 LANDSCAPE M LOT "BB" , b, �o ! 4 N N o LOT `� N Lu I LOT 1 cv o o `� ` o - 4 r Zo N I o SEWER EASEMENT <r 6) � M, ,, -.) o 0 0 - PER INST. NO o� �', w W LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 �, LOT 7 a r-_ N 14 N ,n W _u uu �u co o o t� rn o z 2016-0065309 ao� '' �' ( Fo � � � � $ a Q $ o v o z LOT 8 a - I g REC. 2/19/2016 �o � N I L43 �6 z J a b q z b a 1 Q� Q LOT 9 �ot 4` I \ L45\ 4578 56 'SC <6��'v'_ i,, 14 L1B 49.39' 65.00' 65.00' 65.00' 34-02' �9 GY5 C8 N89'43'00'W 278.41' C9 `P� �� ��' 4 - g M tih N34'02'05'W RAD o o �u bb o W 0 MAP N88'45'57'W 383' z Q'� �S' 2�„ L49 6 1 84, M ALOE DRIVE N89'43'00'W 465.64' °? � N � b Q Q r� fN88'45 25W 383 R1) Wcq N8 �yy ���� F Rq� o°� - �; - _ _ 86.63' �\ ? co H(a 30 (} 0 1} 1] 1,0 N rn `' �S3,3 3 ©, "� N89'43 00'W 300.00' ; b 45.00' X445.00' b 165.64' 4 o ° �° o [� % NO°25'45"E 20.46' 4a 2 R to �� b� o M N89'43'00'W C 9998' { Cy0 1 cfl I (N0'26 TT E 20.48' Rll �r�s p, oo R 9498' 00' 105.' N46'53'19"E 4.45' A �' `'� 30.00' 1 30-00' � X20 0 ` 0� ��''� � M OR � p o 0 0 (N46'53 51 E 4.45 R1) LOT 48 L25 6-2 1 Q� 6�,4 0 $ [� Q @ (j �, 11 . Ns9'43'00'w �- / to DETAIL "C M Q v`n N �=1'48'03" L=314' rn 66,62 LOT 74 LOT 49 Q a b N.T.S. b, N89`43'OO'W 126.22' -� Q as "2 •� aq er c13 Lo Lo J n � � � � - � � _ } SEE N o " N- x O - - - N46'53'30"E 4.45' `�' N8r50'50'E RAD / Q °� 0 rn b . N ., L-" `� DETAtL ` °° °4 -_ I • °� N89'43'00'W 120.00' N89'43'00'W 120-00' o LOT 11 �o �u LOT 10 a (N46'54'02"E 4.45' Rl) r A-8'26'10" L=14T2' p v °� W W Q `~ W:; M b W licit ib ©'� Lu LOT 47 O M o t01 b E b b "� I LOT 9� b `° 4 Z � •'` s2 � '. N LOT 73 W Q LOT 50 C tO ! N � rn bN89'43 00'W 13115 60' ca 8 O N89'43'OOW 224.91' N48'06'13"E 4.67' 30' 30' m 60, 74.91' 70.04' 7996' N N89`43'OO'W 120.00' z N89'43'00'W 120-00' 1N48'06'45"E 4.67' R1) � 30' 30' LOT 46 �u !u oN O LOT U LOOT 13L 0 94 - N T 72 LOU 5 N89'43'00'W 135.60' LOT 46 SEE SHEET NO.5 SCALE.- 1" = 50' 50 6 50 100 CURVE LINE TABLE DELTA NAME ---------- 900 DIRECTION 15" --------- 55.00' LENGTH 14' L16 100.00' N 9057'13" 14' 13" W 28.28' L17 100.00' N 9°57' 13" W 12.76' L18 N 79°2847" W 41.04' L19 N 75016'22" E 50.00' L20 N 74042'22" W 50.00' L21 N 89043'00" W 34.01' L22 N 45°17'00" E 21.21' L23 N 44043'00" W 21.21' NAME L24 N 45°18'22." E 35.37' ---- L25 N 89°43'00" W 60.00' C2 L42 N 101413511 E 34.10' C7 L43 N 88045'25" W 20.35' C8 L44 N 52053'38" E 50.90' C9 L45 N 180 27'01 " W 13.33' C10 L46 N 710321591/ E 10-71' C15 L47 N 87053'18" E 6.08' C16 L48 N 02° 06' 42" W 30.78' C17 L49 N 71°32'59" E 12.15' C18 IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO,, 36682 PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT OF SAID LAND ON FILE IN THE DISTRICT LAND OFFICE, PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1640 RECORDED SEPT. 5, 2014 AS INST. NO. 2014-0337670, OF OFFICIAL RECORDS, AND PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1844 RECORDED JAN. 30, 2015 AS INST. NO. 2015-0040083, OF OFFICIAL RECORDS, ALL IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. RICK ENGINEERING COMPANY SEPTEMBER 2015 ARC 86.41' 17.87' 17.87' 26.20' 26.20' 59.47' 19.78' 62.95' 88.72' 20 Xa- D 2Sr;h2 SHEET 4 OF 6 SHEETS y NOTES 1. SEE SHEET 2 FOR SURVEYOR'S NOTES AND MONUMENT LOG. 2. SEE SHEET 3 FOR VICINITY MAP AND EASEMENT NOTES. 30' ROAD EASEMENT N CENTERLINE PER GRANT DEED d CANYON HILLS ROAD REC. 1-25-1957 Z CM PER MB 439/3-12 N8945'401E 2640.48' (N89'45'46`E 264050' Rl) (N8972130E 264015' R4) (N89'45'57"E 2640.27R5) BK. 2030, PG. 306 O N89'45'40"E 69621' U-1 Z HOLLAND ROAD w � 16 NORTH LINE SECTION 8 15 � WRANGE TOWNSHIP 6 SOUTH, LOT "A" U) 3 WEST - LV Lu�NQ o -- W bco V) WN89'45'40"E LV 23.36' N89'4540"E 69628' 178.72' 1882' N84'05'25'W 16.06' LOT "CC" 54092' N89'4244W 25 DRAINAGE SLOPE & LANDSCAPE LOT N88'127.09'0710"E 5586 ' LOT "CC" Z °° N8946 52'E 63-04 cr Cn. M o EASEMENT DEDICATED 65-00' 65-00' 65.00' 65.00' 64-05` � N HEREON 55-02' �� N89'S8'49"E 260-00' W SLOPE & Q ;- BASIN Q: �o in 4 LANDSCAPE M LOT "BB" , b, �o ! 4 N N o LOT `� N Lu I LOT 1 cv o o `� ` o - 4 r Zo N I o SEWER EASEMENT <r 6) � M, ,, -.) o 0 0 - PER INST. NO o� �', w W LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 �, LOT 7 a r-_ N 14 N ,n W _u uu �u co o o t� rn o z 2016-0065309 ao� '' �' ( Fo � � � � $ a Q $ o v o z LOT 8 a - I g REC. 2/19/2016 �o � N I L43 �6 z J a b q z b a 1 Q� Q LOT 9 �ot 4` I \ L45\ 4578 56 'SC <6��'v'_ i,, 14 L1B 49.39' 65.00' 65.00' 65.00' 34-02' �9 GY5 C8 N89'43'00'W 278.41' C9 `P� �� ��' 4 - g M tih N34'02'05'W RAD o o �u bb o W 0 MAP N88'45'57'W 383' z Q'� �S' 2�„ L49 6 1 84, M ALOE DRIVE N89'43'00'W 465.64' °? � N � b Q Q r� fN88'45 25W 383 R1) Wcq N8 �yy ���� F Rq� o°� - �; - _ _ 86.63' �\ ? co H(a 30 (} 0 1} 1] 1,0 N rn `' �S3,3 3 ©, "� N89'43 00'W 300.00' ; b 45.00' X445.00' b 165.64' 4 o ° �° o [� % NO°25'45"E 20.46' 4a 2 R to �� b� o M N89'43'00'W C 9998' { Cy0 1 cfl I (N0'26 TT E 20.48' Rll �r�s p, oo R 9498' 00' 105.' N46'53'19"E 4.45' A �' `'� 30.00' 1 30-00' � X20 0 ` 0� ��''� � M OR � p o 0 0 (N46'53 51 E 4.45 R1) LOT 48 L25 6-2 1 Q� 6�,4 0 $ [� Q @ (j �, 11 . Ns9'43'00'w �- / to DETAIL "C M Q v`n N �=1'48'03" L=314' rn 66,62 LOT 74 LOT 49 Q a b N.T.S. b, N89`43'OO'W 126.22' -� Q as "2 •� aq er c13 Lo Lo J n � � � � - � � _ } SEE N o " N- x O - - - N46'53'30"E 4.45' `�' N8r50'50'E RAD / Q °� 0 rn b . N ., L-" `� DETAtL ` °° °4 -_ I • °� N89'43'00'W 120.00' N89'43'00'W 120-00' o LOT 11 �o �u LOT 10 a (N46'54'02"E 4.45' Rl) r A-8'26'10" L=14T2' p v °� W W Q `~ W:; M b W licit ib ©'� Lu LOT 47 O M o t01 b E b b "� I LOT 9� b `° 4 Z � •'` s2 � '. N LOT 73 W Q LOT 50 C tO ! N � rn bN89'43 00'W 13115 60' ca 8 O N89'43'OOW 224.91' N48'06'13"E 4.67' 30' 30' m 60, 74.91' 70.04' 7996' N N89`43'OO'W 120.00' z N89'43'00'W 120-00' 1N48'06'45"E 4.67' R1) � 30' 30' LOT 46 �u !u oN O LOT U LOOT 13L 0 94 - N T 72 LOU 5 N89'43'00'W 135.60' LOT 46 SEE SHEET NO.5 SCALE.- 1" = 50' 50 6 50 100 CURVE TABLE DELTA RADIUS ---------- 900 01 ' 15" --------- 55.00' 100 14' 13" 100.00' 100 14' 13" 100.00' 15000'38" 100.00' 15000'38" 100.00' 34004'24" 100.00' 59038'42 19.00' 51°31'17" 70.00' 72037'04" 70.00' IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO,, 36682 PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT OF SAID LAND ON FILE IN THE DISTRICT LAND OFFICE, PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1640 RECORDED SEPT. 5, 2014 AS INST. NO. 2014-0337670, OF OFFICIAL RECORDS, AND PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1844 RECORDED JAN. 30, 2015 AS INST. NO. 2015-0040083, OF OFFICIAL RECORDS, ALL IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. RICK ENGINEERING COMPANY SEPTEMBER 2015 ARC 86.41' 17.87' 17.87' 26.20' 26.20' 59.47' 19.78' 62.95' 88.72' 20 Xa- D 2Sr;h2 SHEET 4 OF 6 SHEETS y NOTES 1. SEE SHEET 2 FOR SURVEYOR'S NOTES AND MONUMENT LOG. 2. SEE SHEET 3 FOR VICINITY MAP AND EASEMENT NOTES. 30' ROAD EASEMENT N CENTERLINE PER GRANT DEED d CANYON HILLS ROAD REC. 1-25-1957 Z CM PER MB 439/3-12 N8945'401E 2640.48' (N89'45'46`E 264050' Rl) (N8972130E 264015' R4) (N89'45'57"E 2640.27R5) BK. 2030, PG. 306 O N89'45'40"E 69621' U-1 Z HOLLAND ROAD w � 16 NORTH LINE SECTION 8 15 � WRANGE TOWNSHIP 6 SOUTH, LOT "A" U) 3 WEST - LV Lu�NQ o -- W bco V) WN89'45'40"E LV 23.36' N89'4540"E 69628' 178.72' 1882' N84'05'25'W 16.06' LOT "CC" 54092' N89'4244W 25 DRAINAGE SLOPE & LANDSCAPE LOT N88'127.09'0710"E 5586 ' LOT "CC" Z °° N8946 52'E 63-04 cr Cn. M o EASEMENT DEDICATED 65-00' 65-00' 65.00' 65.00' 64-05` � N HEREON 55-02' �� N89'S8'49"E 260-00' W SLOPE & Q ;- BASIN Q: �o in 4 LANDSCAPE M LOT "BB" , b, �o ! 4 N N o LOT `� N Lu I LOT 1 cv o o `� ` o - 4 r Zo N I o SEWER EASEMENT <r 6) � M, ,, -.) o 0 0 - PER INST. NO o� �', w W LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 �, LOT 7 a r-_ N 14 N ,n W _u uu �u co o o t� rn o z 2016-0065309 ao� '' �' ( Fo � � � � $ a Q $ o v o z LOT 8 a - I g REC. 2/19/2016 �o � N I L43 �6 z J a b q z b a 1 Q� Q LOT 9 �ot 4` I \ L45\ 4578 56 'SC <6��'v'_ i,, 14 L1B 49.39' 65.00' 65.00' 65.00' 34-02' �9 GY5 C8 N89'43'00'W 278.41' C9 `P� �� ��' 4 - g M tih N34'02'05'W RAD o o �u bb o W 0 MAP N88'45'57'W 383' z Q'� �S' 2�„ L49 6 1 84, M ALOE DRIVE N89'43'00'W 465.64' °? � N � b Q Q r� fN88'45 25W 383 R1) Wcq N8 �yy ���� F Rq� o°� - �; - _ _ 86.63' �\ ? co H(a 30 (} 0 1} 1] 1,0 N rn `' �S3,3 3 ©, "� N89'43 00'W 300.00' ; b 45.00' X445.00' b 165.64' 4 o ° �° o [� % NO°25'45"E 20.46' 4a 2 R to �� b� o M N89'43'00'W C 9998' { Cy0 1 cfl I (N0'26 TT E 20.48' Rll �r�s p, oo R 9498' 00' 105.' N46'53'19"E 4.45' A �' `'� 30.00' 1 30-00' � X20 0 ` 0� ��''� � M OR � p o 0 0 (N46'53 51 E 4.45 R1) LOT 48 L25 6-2 1 Q� 6�,4 0 $ [� Q @ (j �, 11 . Ns9'43'00'w �- / to DETAIL "C M Q v`n N �=1'48'03" L=314' rn 66,62 LOT 74 LOT 49 Q a b N.T.S. b, N89`43'OO'W 126.22' -� Q as "2 •� aq er c13 Lo Lo J n � � � � - � � _ } SEE N o " N- x O - - - N46'53'30"E 4.45' `�' N8r50'50'E RAD / Q °� 0 rn b . N ., L-" `� DETAtL ` °° °4 -_ I • °� N89'43'00'W 120.00' N89'43'00'W 120-00' o LOT 11 �o �u LOT 10 a (N46'54'02"E 4.45' Rl) r A-8'26'10" L=14T2' p v °� W W Q `~ W:; M b W licit ib ©'� Lu LOT 47 O M o t01 b E b b "� I LOT 9� b `° 4 Z � •'` s2 � '. N LOT 73 W Q LOT 50 C tO ! N � rn bN89'43 00'W 13115 60' ca 8 O N89'43'OOW 224.91' N48'06'13"E 4.67' 30' 30' m 60, 74.91' 70.04' 7996' N N89`43'OO'W 120.00' z N89'43'00'W 120-00' 1N48'06'45"E 4.67' R1) � 30' 30' LOT 46 �u !u oN O LOT U LOOT 13L 0 94 - N T 72 LOU 5 N89'43'00'W 135.60' LOT 46 SEE SHEET NO.5 SCALE.- 1" = 50' 50 6 50 100 ml O N D 7RAC T Map 60' rnz a fi N87'35'40'W 118.99' �h b 8 M o 430 / 3-� 2 iERANI 30.00' I 7RAC 7 MapZt L07 40 - -0 3 Lo N�. - Lo I 87°35'40" N89'43'09W 135.60' _ 97.45' 4�N25'22'15"E N8T35'40'W 120.08' 6.37' 3 N1725'19W (N25'22''47"E 6.37' Rl) J�W�A LOT 45 LLA 2094-tS 40 z ro N4rO9'15"E 4.61' (N4rO9'47"E 4.61' RV 25' DOC. MOO . 2016 4 i N N89.43'09W 138.75' 03377 6 7 11 003377 6 7l 00 A M 2.89' z RECD. 0 -05 - 094 PARCEL 3 `� Ln W o $ PARCEL 2 Q LOT 44 L26 Vo 44043'00" -k 21.21' �\ 3 60' rnz a fi N87'35'40'W 118.99' �h b 8 ) iERANI 30.00' N 7RAC 7 MapZt W - -0 3 Lo - -a, - Lo I 87°35'40" N _ 97.45' 4�N25'22'15"E N8T35'40'W 120.08' 6.37' 3 N1725'19W (N25'22''47"E 6.37' Rl) J�W�A 21J6' ILLA 10514-96 49• � N89.43'00'W 120.00' Doc. Ho. 20m Na 03377 6 7 11 b co A M IREE. 0 -005 -M4 z PARCEL 3 `� Ln W o $ LOT 66 Q LOT 57 IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO. 36682 PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT OF SAID LAND ON FILE IN THE DISTRICT LAND OFFICE, PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1640 RECORDED SEPT. 5, 2014 AS INST. NO. 2014-0337670, OF OFFICIAL RECORDS, AND PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1844 RECORDED JAN. 30, 2015 AS INST. NO. 2015-0040083, OF OFFICIAL RECORDS, ALL IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. 2oiG'0-o2Srw2 Ole/ �44� grv,ti� SHEET 5 OF 6 SHEETS NOTES 1. SEE SHEET 2 FOR SURVEYOR'S NOTES AND MONUMENT LOG. 2. SEE SHEET 3 FOR VICINITY MAP AND EASEMENT NOTES. LINE TABLE RICK ENGINEERING COMPANY SEPTEMBER 2015 NAME DIRECTION LENGTH_ 2271' 60' rnz a fi N87'35'40'W 118.99' �h b 8 ) iERANI 30.00' N8T35'40'W 7RAC 7 MapZt 30030' H(o 30 �g "'- 141.90' M12 4�30l3�i]� �0 M �N I 87°35'40" 30.00' ib _ 97.45' 4�N25'22'15"E N8T35'40'W 120.08' 6.37' (N25'22''47"E 6.37' Rl) J�W�A -�J � N89.43'00'W 120.00' IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO. 36682 PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT OF SAID LAND ON FILE IN THE DISTRICT LAND OFFICE, PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1640 RECORDED SEPT. 5, 2014 AS INST. NO. 2014-0337670, OF OFFICIAL RECORDS, AND PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1844 RECORDED JAN. 30, 2015 AS INST. NO. 2015-0040083, OF OFFICIAL RECORDS, ALL IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. 2oiG'0-o2Srw2 Ole/ �44� grv,ti� SHEET 5 OF 6 SHEETS NOTES 1. SEE SHEET 2 FOR SURVEYOR'S NOTES AND MONUMENT LOG. 2. SEE SHEET 3 FOR VICINITY MAP AND EASEMENT NOTES. LINE TABLE RICK ENGINEERING COMPANY SEPTEMBER 2015 NAME DIRECTION LENGTH_ 2271' 60' 30.00' N87'35'40'W 118.99' �h b 8 43039'20" iERANI 30.00' N8T35'40'W N2724120"E 30030' "'- 141.90' U4 D R i VE C)Nz24'20"E N 87°35'40" 30.00' ib _ 97.45' n N8T35'40'W 120.08' X263' - -------------- 30.00' LOT 43 6.38' N89'43'09W 134.61' LOT 42 11.38'N89'43'00'W 133.91' LOT 41 N89'43'00W 131.94' LOT 40 N89'43'00'W 131.88' LOT 30 SEE SHEET NO.4 L04 ll �3 � LOQ � 0 N89'43 00'W 120.00' N89'43 00'W 120.00' 4 LOT 72 I LOT 51 Lo Lo 120.00' I N89'43'00'W 120.00' LOT 71 o LOT 52 Lq N89'43'09W 120.00' 1 N89'43'09W 120.00' LOT 70 o I LOT 53 Lo N89'43'09W 120.00' I N89'43'09W 120.00' 4 LOT 69 LOT 54 � coo N89'43'00'W 120.00' N8743'09W 120DV co 4 LOT 68 w LOT 55 o� N89'43'00'W 120.00' z N89'43'00'W 120.00' 30D1Y F' S )�� moo 00oo CURVE TABLE o L31 C11 LOBELIA _ Mb�^ N (M NAME DELTA RADIUS ARCLo __ COURT � � °� C11 15°00'38" 100.00' 26.20' 86.63'_ ao z o~ Q 0° C12 150 00'38 " 100.00' 26.20' 45.0CY b `� N89'43'00'W 165.64' `� a C13 150 00'38 " 100.00' 26-20' b 4 LOT "P' d C14 15° 00'38 " 100.00' 26.20` o Q L34 C12 N� DP` ------------ 4-210 1� 6• 30.00' \ 12 (� 7 60' Lq a 30' 30' �t N 4 a LOT 17 e t W LOT 16 LOT 15 d- b at z b zt n °MR c ala W N89'4300'W 22493' Zt -Lu W 2 L -u 7491' 7OD4' 7998' �$0 0 Z b z O Lq g �t m �( ;� wt a O LOT 18 t W LOT 19 bo, b N t LOT 20 Lu oo a 0) N Zt z /J z / o� 30.00' �Q L36 , 56 '��� o 4 L35 ; C� 13 DAFFODIL' �� COURT a M M 86.63' _ o � oc� Z 45.00' N89'43 00'W 165.64 o LOT G L38 a4 ------------- � t3� 4-210* 0 30.00' \ Lq N LOT 23 t „ LOT 22 o t LOT 21 N kt W NI to (o Uu z z N89'43'09W 224.95' SCALE: 1'= 50' 7491' 70.04' 80.00' 50 50 100 L04 24 LOOT 25 LOOT' 26 0 60' L13 N 43039'20" 0 30' 30' o LOT 67 LOT 56 L14 N 87°35'40" W 43.36' 4 � N89.43'00'W 120.00' N N8943'00'W 120.00' - � E A M Wo $ / -1 `� Ln W o $ LOT 66 Q LOT 57 L26 N 44043'00" W 21.21' � z m N8943'00'W 120DO' N89'43'00'W 120.00' S 00 E 60.00 LOT 65 LOT 58 L 2 8 N 45017'00" N89'43109W 120.00' 21 .21 ' N8943 GOW 120.00' 74.91' LOOT 64 70.04' LOOT 60 L29 N 44043'00" SEE SHEET NO. 6 30D1Y F' S )�� moo 00oo CURVE TABLE o L31 C11 LOBELIA _ Mb�^ N (M NAME DELTA RADIUS ARCLo __ COURT � � °� C11 15°00'38" 100.00' 26.20' 86.63'_ ao z o~ Q 0° C12 150 00'38 " 100.00' 26.20' 45.0CY b `� N89'43'00'W 165.64' `� a C13 150 00'38 " 100.00' 26-20' b 4 LOT "P' d C14 15° 00'38 " 100.00' 26.20` o Q L34 C12 N� DP` ------------ 4-210 1� 6• 30.00' \ 12 (� 7 60' Lq a 30' 30' �t N 4 a LOT 17 e t W LOT 16 LOT 15 d- b at z b zt n °MR c ala W N89'4300'W 22493' Zt -Lu W 2 L -u 7491' 7OD4' 7998' �$0 0 Z b z O Lq g �t m �( ;� wt a O LOT 18 t W LOT 19 bo, b N t LOT 20 Lu oo a 0) N Zt z /J z / o� 30.00' �Q L36 , 56 '��� o 4 L35 ; C� 13 DAFFODIL' �� COURT a M M 86.63' _ o � oc� Z 45.00' N89'43 00'W 165.64 o LOT G L38 a4 ------------- � t3� 4-210* 0 30.00' \ Lq N LOT 23 t „ LOT 22 o t LOT 21 N kt W NI to (o Uu z z N89'43'09W 224.95' SCALE: 1'= 50' 7491' 70.04' 80.00' 50 50 100 L04 24 LOOT 25 LOOT' 26 0 L13 N 43039'20" W 20.82' L14 N 87°35'40" W 43.36' L15 N 46020'40" E 21-60' LOO4 511 LOT 10 LOV 9 L26 N 44043'00" W 21.21' L27 N 0 17 00 E 60.00 L 2 8 N 45017'00" E 21 .21 ' 74.91' 70.04' 79.96' L29 N 44043'00" W 21.21' N89'43'GOW 224.91' L 3 0 N 45017' 00" E 21-21' L31 N 89043'00" W E 34.01' 50.00' b b o � o �t 0 L32 13 L33 O N N 75°16'22" 7404222" W 50.00' z W t L34 N 89043'00" W 34-01' a �; LOT 12LOT 13 LOT 14 L35 N 89043'00" W 34-01' �u 0 ot o din � °q Nt �t L36 L37 N N 75016'22" 74 42 22 E W 50:00' 50-00' bt b aJ R L38 L39 N 890 N 0°17`00" 43' 00" W E 34.01' 60.00' 30D1Y F' S )�� moo 00oo CURVE TABLE o L31 C11 LOBELIA _ Mb�^ N (M NAME DELTA RADIUS ARCLo __ COURT � � °� C11 15°00'38" 100.00' 26.20' 86.63'_ ao z o~ Q 0° C12 150 00'38 " 100.00' 26.20' 45.0CY b `� N89'43'00'W 165.64' `� a C13 150 00'38 " 100.00' 26-20' b 4 LOT "P' d C14 15° 00'38 " 100.00' 26.20` o Q L34 C12 N� DP` ------------ 4-210 1� 6• 30.00' \ 12 (� 7 60' Lq a 30' 30' �t N 4 a LOT 17 e t W LOT 16 LOT 15 d- b at z b zt n °MR c ala W N89'4300'W 22493' Zt -Lu W 2 L -u 7491' 7OD4' 7998' �$0 0 Z b z O Lq g �t m �( ;� wt a O LOT 18 t W LOT 19 bo, b N t LOT 20 Lu oo a 0) N Zt z /J z / o� 30.00' �Q L36 , 56 '��� o 4 L35 ; C� 13 DAFFODIL' �� COURT a M M 86.63' _ o � oc� Z 45.00' N89'43 00'W 165.64 o LOT G L38 a4 ------------- � t3� 4-210* 0 30.00' \ Lq N LOT 23 t „ LOT 22 o t LOT 21 N kt W NI to (o Uu z z N89'43'09W 224.95' SCALE: 1'= 50' 7491' 70.04' 80.00' 50 50 100 L04 24 LOOT 25 LOOT' 26 0 NAME L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L40 L41 NAME Cl C3 C4 C5 C6 N 6 Z W LLIcl) -TW W w I n n a MO X094 -9€3 77 7T IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO. 36682 PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT OF- SAID LAND ON FILE IN THE DISTRICT LAND OFFICE, PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1640 RECORDED SEPT. 5, 2014 AS INST. NO. 2014-0337670, OF OFFICIAL RECORDS, AND PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1844 RECORDED JAN. 30, 2015 AS INST. NO. 2015-0040083, OF OFFICIAL RECORDS, ALL IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. RICK ENGINEERING COMPANY SEPTEMBER 2015 LINE TABLE TABLE DIRECTION LENGTH -------------- N 89°00'45" -- W --------- 56.70' N 45038'09" 7 R L% Cc 7 E 21.34' N 0° 17' 00" E 44.45' N 44°21'54 100.00' " W 21.08' N 89°00'45 " W 12.25' N 44017'02" E 20.83' N 0017'00" E 43.45' N 45°42'58" W 21.58' N 88'17'05" E 32.52' N 73016'27" E 50.00' N 76042'17 It W 50.00' N 0° 19' 49" E 60.00' N 43039'20" W 20.82' N 0' 19' 49" E 33.00' N 0" 16' 46" E 33.00' IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO. 36682 PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT OF- SAID LAND ON FILE IN THE DISTRICT LAND OFFICE, PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1640 RECORDED SEPT. 5, 2014 AS INST. NO. 2014-0337670, OF OFFICIAL RECORDS, AND PARCEL 1 OF LOT LINE ADJUSTMENT NO. 2014-1844 RECORDED JAN. 30, 2015 AS INST. NO. 2015-0040083, OF OFFICIAL RECORDS, ALL IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. RICK ENGINEERING COMPANY SEPTEMBER 2015 Z � w�la'� �� 00 -� 25' � CZ ' (-4 & N4r55'11"E 4.66' ` * :* N M =m (N5'207T'W 6092' R1) Cp � NM N a n2�2t°Q LLA a0. 2094-18,64 Z ONOT. JAH. 30, 2096 PARCEL 2 � OBARIA WAY N 1 l o VAuV. VV9 (SOJ� "L PARCEL N PARCELS 4 PARCEL 3 PARCEL 2 � pQQOEL T I1 SCALE: 1" = 50' 50 0 50 100 SEE SHEET NO.5 LOOT 40 LOOT 66LOT 5 N8F43'09W 131.88' N89'43 00'W 120.00' N89'43 00'W 120AW i WJ o� LOT 24 a las' C4 2.a&- tq2,f-r:�v2 0)ticvlA)At000- SHEET 6 OF 6 SHEETSti NOTES 1. SEE SHEET 2 FOR SURVEYOR'S NOTES AND MONUMENT LOG. 2. SEE SHEET 3 FOR VICINITY MAP AND EASEMENT NOTES. LOT 25 48'Bo� .� �o DETAIL "A " N.T.S. --4- C5 !J1 OxoT9-� LOT LOT 28 Ln DETAIL "B " LOT 39 60, 4 LOT 64 Q LOT 59 4 � 30` 30` � � 12.96' N89'43'09W 120()0' N89'43'00'W 120.00' Q so' I�O`� 2�3 (�07 22 L�04 21 N89'43`00'W 130.65` � = Q Lq rn 30' 30' LOT 38 v Z rn 00 LOT 63b LOT 60 74.91' 70.04' 80.00' 4 LLIb WLo © b-il W W 4 N89'43 00'W 22495 N3Z23 45,+ E 538 "� o CO a �D (N32'24'18"E 538' Ri)a b I N QQz 2.74'N89'43'00'W 128x3' z N8943'00'W 120.00' N89'43'09W 120.00' , N _ N a M b a Orn iu N LOT 24 LOT 25 N Lu W LOT 26 N f N 65 Ztj LOT 37 �6 b b LOT 62 a LOT 61 0(� M z � Stp/ 11.94' '10. <. w N89'00'45`W �' °° 0 SEE ��� 10899' �� �� /� 7081' „ 105.59' o A a L9 C� M 97.05' Lq � C3 W N88'17 05 E (76.40' wo; b w w ' o DETAIL "A �� -� b. Q sb r a M 302x7' M ; o 4 + 43.45' � 46.60' 86.63 cv 45.56' Li ; ►� 0) 21986 �_ 165.74' � ti W 14226' N8877'45"E 385.60' SEE N89'00'45'W 358.87' Wo OBARIA WAY LOTH C5 DETAI "B ", ,�`� � N89'00'45'W 198.6Y C6 N88'17 29897 65.00' 65.00' 3896' 49 �5� 66.62' 6697' 25.03' 39.99' 65.01' 25' OT "AN' \ , DRAINAGE SLOPE & ; ? ? ? z z z o EASEMENT LANDSCAPE DEDICATED � z LOTw'-' v, Ul�"w„ c�"i, �v LOT 36 � HEREON � LOT 33 LOT 32 LOT 31 LOT 30 � LOT 29 � LOT 28 a �' LOT 27 LOT 35Qn LOT 34 Lrl z NZ � � g r r • ' 6543' 65.P3'17.56' 6497 65.03 F 5 3 5.03 6 A N89'55'50"E 69736' W CORSON AVENUE LOT "B" N89'55'5d'E 697.38' N89'55'50"E 1982.09' (S89'22'16"E 1982x5' R4) N.T.S. CURVE TABLE RADIUS- -DELTA--- 20 42' 10" 500.00' -ARC-- 23.59' 7 R L% Cc 7 15° 00' 38" 100.00' 26.20' H 0 15® 00'38 " 100.00' 26.20' 2042'10" 530.00' 25.00' .� a Z � w�la'� �� 00 -� 25' � CZ ' (-4 & N4r55'11"E 4.66' ` * :* N M =m (N5'207T'W 6092' R1) Cp � NM N a n2�2t°Q LLA a0. 2094-18,64 Z ONOT. JAH. 30, 2096 PARCEL 2 � OBARIA WAY N 1 l o VAuV. VV9 (SOJ� "L PARCEL N PARCELS 4 PARCEL 3 PARCEL 2 � pQQOEL T I1 SCALE: 1" = 50' 50 0 50 100 SEE SHEET NO.5 LOOT 40 LOOT 66LOT 5 N8F43'09W 131.88' N89'43 00'W 120.00' N89'43 00'W 120AW i WJ o� LOT 24 a las' C4 2.a&- tq2,f-r:�v2 0)ticvlA)At000- SHEET 6 OF 6 SHEETSti NOTES 1. SEE SHEET 2 FOR SURVEYOR'S NOTES AND MONUMENT LOG. 2. SEE SHEET 3 FOR VICINITY MAP AND EASEMENT NOTES. LOT 25 48'Bo� .� �o DETAIL "A " N.T.S. --4- C5 !J1 OxoT9-� LOT LOT 28 Ln DETAIL "B " LOT 39 60, 4 LOT 64 Q LOT 59 4 � 30` 30` � � 12.96' N89'43'09W 120()0' N89'43'00'W 120.00' Q so' I�O`� 2�3 (�07 22 L�04 21 N89'43`00'W 130.65` � = Q Lq rn 30' 30' LOT 38 v Z rn 00 LOT 63b LOT 60 74.91' 70.04' 80.00' 4 LLIb WLo © b-il W W 4 N89'43 00'W 22495 N3Z23 45,+ E 538 "� o CO a �D (N32'24'18"E 538' Ri)a b I N QQz 2.74'N89'43'00'W 128x3' z N8943'00'W 120.00' N89'43'09W 120.00' , N _ N a M b a Orn iu N LOT 24 LOT 25 N Lu W LOT 26 N f N 65 Ztj LOT 37 �6 b b LOT 62 a LOT 61 0(� M z � Stp/ 11.94' '10. <. w N89'00'45`W �' °° 0 SEE ��� 10899' �� �� /� 7081' „ 105.59' o A a L9 C� M 97.05' Lq � C3 W N88'17 05 E (76.40' wo; b w w ' o DETAIL "A �� -� b. Q sb r a M 302x7' M ; o 4 + 43.45' � 46.60' 86.63 cv 45.56' Li ; ►� 0) 21986 �_ 165.74' � ti W 14226' N8877'45"E 385.60' SEE N89'00'45'W 358.87' Wo OBARIA WAY LOTH C5 DETAI "B ", ,�`� � N89'00'45'W 198.6Y C6 N88'17 29897 65.00' 65.00' 3896' 49 �5� 66.62' 6697' 25.03' 39.99' 65.01' 25' OT "AN' \ , DRAINAGE SLOPE & ; ? ? ? z z z o EASEMENT LANDSCAPE DEDICATED � z LOTw'-' v, Ul�"w„ c�"i, �v LOT 36 � HEREON � LOT 33 LOT 32 LOT 31 LOT 30 � LOT 29 � LOT 28 a �' LOT 27 LOT 35Qn LOT 34 Lrl z NZ � � g r r • ' 6543' 65.P3'17.56' 6497 65.03 F 5 3 5.03 6 A N89'55'50"E 69736' W CORSON AVENUE LOT "B" N89'55'5d'E 697.38' N89'55'50"E 1982.09' (S89'22'16"E 1982x5' R4) N.T.S.