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mb485_032-0390WM'S STATEMENT WE HEREBY STATE THAT WE ARE THE OWNERS OF THE LAND INCLUDED WITHIN THE SUBDIVISION SHOWN HEREON; THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS A CLEAR TITLE TO SAID LAND; THAT WE CONSENT TO THE MAKING AND RECORDING OF THIS SUBDIVISION MAP AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LOTS "A" THROUGH "E", INCLUSIVE. THE DEDICATION IS FOR STREET AND PUBLIC UTILITY PURPOSES. WE HEREBY RETAIN THE EASEMENTS INDICATED AS "PRIVATE DRAINAGE EASEMENT", LYING WITHIN LOT 1 AND LOTS 4 THROUGH 15, INCLUSIVE, AS SHOWN HEREON, FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIG ES, AND LOT OWNERS WITHIN THIS TRACT MAP. MARK MARSHALL, A MARRIED MAN AS HIS SOLE AND SEPARATE PROPERTY, AS TO AN UNDIVIDED 50% WILLIAM CLENNEY, A SINGLE MAN, AS TO AN UNDIVIDED 50% INTEREST ABANDONMENT MOTH• PURSUANT TO SECTIONS 66434 AND 66499.20.2 OF THE SUBDIVISION MAP ACT, THE APPROVAL AND RECORDATION OF THIS TRACT MAP CONSTITUTES ABANDONMENT OF THE FOLLOWING: THOSE PORTIONS OF A DECLARATION OF DEDICATION FOR PUBLIC ROAD, PUBLIC UTILITY AND PUBLIC SERVICE USES, DATED FEB 23, 1976, AS INSTRUMENT NO. 22985, O.R., WITHIN THE BOUNDARY OF THIS TRACT MAP. IN THE UINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA! TRACiT�M/A«6599 BEING A SUBDIVISION OF THE SOUTH Y2 OF THE NW V4 AND THE NW Y4 OF THE NW Y4 OF SEC. 26, T.7S., R.1 W., SAN BERNARDINO BASE AND MERIDIAN AS SHOWN BY THE UNITED STATES GOVERNMENT SURVEY. EXCEPTING THEREFROM THE SE Y4 OF THE NW Y4. ALSO EXCEPTING THEREFROM THE NORTH Y2 OF THE NE Y4 OF THE NE Y4 OF THE NW Y4 OF THE NW Y4. 4M ENGINEERING AND DEVFLOPMENT, INC. FEBRUARY, 2015 NOTICE OF _DRAINAGE NOTICE IS HEREBY GIVEN THAT THIS PROPERTY IS LOCATED IN THE MURRIETA CREEK/SANTA GERTRUDIS VALLEY AREA DRAINAGE PLAN WHICH WAS ADOPTED BY THE BOARD OF SUPERVISORS OF THE COUNTY OF RIVERSIDE PURSUANT TO SECTION 10.25 OF ORDINANCE 460 AND SECTION 66483, ET SEQ, OF THE GOVERNMENT CODE AND THAT SAID PROPERTY IS SUBJECT TO FEES FOR SAID DRAINAGE AREA. NOTICE IS FURTHER GIVEN THAT, PURSUANT TO SECTION 10.25 OF ORDINANCE 460, PAYMENT OF THE DRAINAGE FEES SHALL BE PAID WITH CASHIER'S CHECK OR MONEY ORDER ONLY TO THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT AT THE TIME OF ISSUANCE OF THE GRADING OR BUILDING PERMIT FOR SAID PARCELS, WHICHEVER OCCURS FIRST, AND THAT THE OWNER OF EACH PARCEL, AT THE TIME OF ISSUANCE OF EITHER THE GRADING OR BUILDING PERMIT, SHALL PAY THE FEE REQUIRED AT THE RATE IN EFFECT AT THE TIME OF ISSUANCE OF THE ACTUAL PERMIT. 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 $ THUS CERTIFICATION EXCLUDES ANY OPPLEMENTAL TAX ASSESSMENTS NOT DATE: Ju+%• 2-41 20?2- YETEXTIE"m MATTHEW JENNINGS, COUNTY TAX COLLECTOR BY: v_PAOL rh44t44A DEPUTY TAX BOND CERTIFICATE I HEREBY CERTIFY THAT A BOND IN THE SUM OF $ I $001"0 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. THIS CERTIFICATION EXCLUDES ANY T -n lZ. 2CY §&I%WENTAL TAX ASSESSMENTS NOT f� FAAAA DATE: __ M_M, 201 - YETEXTENDED CAS OR THEW JENNINGS COUNTY TAX COLLECTOR BY: rU'�'L'_, DEPUTY SIGNATURE OJOSIONS PURSUANT TO SECTION 66436 OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING OWNERS OF EASEMENTS AND/OR OTHER INTEREST HAVE BEEN OMITTED: RIGHT OF WAY FOR DITCHES AND CANALS, AND RIGHTS OF WAY, EXCEPTIONS AND RESERVATIONS AS RESERVED AND DESCRIBED IN THE PATENT BY THE UNITED STATES OF AMERICA RECORDED DEC. 28, 1953, IN BOOK 1538, PAGE 317 OF , O.R. RIVERSIDE COUNTY. .?oou_o,3.84pS0 0 -- RECORDER'S STATEMENT FILED THIS _01 DAY OF , 20-jg--, AT -1):3q_ a .M. IN BOOK- OF MAPS, AT PAGES .,'��� _, AT THE REQUEST OF THE CLERK OF THE BOARD. NO. .20.V -1&'i84= FEE.j&t�o PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER 4i • SUBDIVISION GUARANTEE: LAWYERS TITLE COMPANY AND COMMONWEALTH LAND TITLE INSURANCE COMPANY, AS UNDERWRITER SURVEYOR'S STATEM 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 GEORGE R. BROWN, ON FEBRUARY 2, 2015. 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 MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. THIS SURVEY IS TRUE AND COMPLETE AS SHOWN. DATE: Tane Ii. 20 ZZ �� LAND SG 5 �w w• A tl • MATTHEW W. SPIRO, .S. 8461 LS8461 0 EXPIRES 12-31-2022 EXPIRES � 12-31-22 q� COUNTY SURVEYOR'S STATEMENT OF 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 36599 AS FILED, AMENDED, AND APPROVED BY THE BOARD OF SUPERVISORS ON MARCH 24, 2015, THE EXPIRATION DATE BEING SEPTEMBER 24, 2022, AND THAT i AM SATISFIED THIS MAP IS TECHNICALLY CORRECT. DATE: 20-22' DAVID L. MCMILLAN, COUNTY SURVEYOR L.S. 8488 EXP. 12-31-22 THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BY ITS BOARD OF SUPERVISORS, HEREBY APPROVES THE TRACT MAP AND ACCEPTS THE OFFERS OF DEDICATION MADE HEREON FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES. THE BOARD DECLARES THAT THE ACCEPTANCE OF THE OFFERS IS TO VEST TITLE IN THE COUNTY ON BEHALF OF THE PUBLIC FOR SAID PURPOSES BUT THAT SAID ROADS SHALL NOT BECOME PART OF THE COUNTY MAINTAINED ROAD SYSTEM UNTIL ACCEPTED BY RESOLUTION OF THIS BOARD ADOPTED PURSUANT TO SECTION 941 OF THE STREETS AND HIGHWAYS CODE. DATE: o� 20 gole COUNTY OF RIVERSIDE, STATE OF CALIFO J BY: 'd _.. C F THE BOARD OF SUPERVISORS ATTEST: KECIA HARPER CLERK OF THE BOARD OF SUPERVISORS B Y.i%/�f.LLi 11/DEPUTY SEC. 26, T. 7 S., R. 1 W. IP#150043 SCHEDULE "D" it _V TO UMCORPOWED RWRY OF TIN COUNTY OF R1VMDE STATE OF CALIFORNIA TRACT MAP 36599 NOTARY ACKNOMMEJONT 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 CALIFORNIA ) COUNTY OF Qi Vers (J C- ON ON 6p21 — 2n�2 BEFORE ME L; _<%anqu _ ,NOTARY PUBLIC, PERSONALLY APPEARED Mnd-- -_ i _ _ WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSONS WHOSE NAMES ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT THEY EXECUTED THE SAME IN THEIR AUTHORIZED CAPACITIES, AND THAT BY THEIR SIGNATURES ON THE INSTRUMENT THE PERSONS, OR THE ENTITY UPON BEHALF OF WHICH THE PERSONS ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND AND OFFICIAL SEAL: SIGNATURE OF NOTARY PUBLIC MY PRINCIPLE PLACE OF BUSINESS IS IN�'VRTS!4COUNTY. MY COMMISSION NUMBER: _23D-6-1401, MY COMMISSION EXPIRES ON: _9 IA4-W_ milt M ..QCOMV0230555 LILYXIANGLIPRINT NAME oNOTAR7 UBLIc-CALIFORNIA yOSAiiELES COUNT,„'C Exc. SEP 24, 2023” BEING A SUBDIVISION OF THE SOUTH Y2 OF THE NW V4 AND THE NW Y4 OF THE NW Y4 OF SEC. 26, T.7S., R.1 W., SAN BERNARDINO BASE AND MERIDIAN AS SHOWN BY THE UNITED STATES GOVERNMENT SURVEY. EXCEPTING THEREFROM THE SE Y4 OF THE NW Y4, ALSO EXCEPTING THEREFROM THE NORTH Y2 OF THE NE Y4 OF THE NE V4 OF THE NW Y4 OF THE NW Y4. Q ENGINEERING AND DEVELOPIIffiNT, INC. FEBRUARY; 2015 NOTARY ACKNOiPLEDGEMENT 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 CAIJFORNIA ) COUNTY OF K4VPr9Ga ) ON __ -11— 20aa- , BEFORE ME UL4 Xt� � ,NOTARY PUBLIC, PERSONALLY APPEARED _ j..(Il'an2__�QgY.� WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSONS WHOSE NAMES ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT THEY EXECUTED THE SAME IN THEIR AUTHORIZED CAPACITIES, AND THAT BY THEIR SIGNATURES ON THE INSTRUMENT THE PERSONS, OR THE ENTITY UPON BEHALF OF WHICH THE PERSONS ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND AND OFFICIAL SEAL: SIGNATURE OF NOTARY PUBLIC MY PRINCIPLE PLACE OF BUSINESS IS IN WS (D�Z , COUNTY. MY COMMISSION NUMBER: �306r1"�D� MY COMMISSION EXPIRES ON: 011 a3 _ 4_01-amli PRINT NAME }--� g.", LILY XIANGLI w s = Comm.# 2306560 M 's NOTARTPUBLIC-CALU1101 LOS ANGELES COA UNT, Mr Comm. EXP. SEP. 24, 2023' J00-03$yo3o - . 41� ___ ____ 1i SEC. 26, T. 7 S., R. 1 W. SCHEDULE "D" 3( LEGM ------ DIRT ROAD PAVED ROAD ,i T of i iJCAt1E AZURE: < §6co W70 i GRAY i GRAY SQUIRREL _ _+- --- ROAD I WA CRMO X- VICINITY MAP NOT TO SCALE SEC. 26 T. 7 S., R. 1 W. IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEING A SUBDIVISION OF THE SOUTH Y2 OF THE NW Y4 AND THE NW Y4 OF THE NW Y4 OF SEC. 26, T.7S., R.1 W., SAN BERNARDINO BASE AND MERIDIAN AS SHOWN BY THE UNITED STATES GOVERNMENT SURVEY. EXCEPTING THEREFROM THE SE Y4 OF THE NW Y4. ALSO EXCEPTING THEREFROM THE NORTH Y2 OF THE NE Y4 OF THE NE Y4 OF THE NW Y4 OF THE NW Y4. 4M ENGUITR MG AND DEVELOPMENT, INC. FEBRUARY, 2015 BOUNDARY SHEET AND INDEX MAP Fd. 1" I.P. with plastic plug marked LS 5567, flush, per P.M.233/50-52. Also accepted as the NW Fd. 1" LP. with plastic plug marked LS 5567, comer of the North 1/2 of the NE 1/4 of the NE� flush, per P.M. 233/50-52. Also accepted as the 1/4 of the NW 1/4 of the NW 1/4 of Sec 26 NW corner Sec. 26 per R.S. 61/31, R.& 64/70, I 14/ 91 P. M. P.M. 22/53-54, P.M. 76/83, P.M. 109/1-7. j + POR PCL. 4 Fd 1" I.P. with plastic plug marked LS 5567, flush, I\ POR. PCL 4 -1 per P.M. 233/50-52. Also accepted as the SW I corner of the North 1/2 of the NE 1/4 of the NE P M. PC / 8 - 22 ' (N88'06'42'W 973 79 =Record beorfng 23 and calc'd. distance per PM 233/50-52) 1 N88'06'42'W 973.78' \ 1/4 of the NW 1/4 of the NW 1/4 of Sec 26 GRAY SQUIRREL ROAD 21 I 26 (� — — — i Fd. 1' LP. with plastic plug marked I PUE LS 5567, flush, per P.M. 233/50-52 LOT 2 ® (N00.58'17'E 507.72) CORTE1�0 I 09 (N00'58'17'E 507.73')—calc'd. CHAPALITA I Sw�}4' LOT 10 GRAPHIC SCALE ( IN FEET ) 1 inch = 300 ft T ------- LOT 11 Searched fd. nothing. From West 1/4 comer — — — — — • ``' •� held record distances of 405.35' per PIJ I `'� CORTE CHAPALITA 109/1-7 and 389.10' per PM 173/87-89. 1j31 g1 �g j •`�••� ••�••-�••�,•••..• ` p. M• p�L, 3 I ••.. I Lot "C' QI I LOT 12 LOT 13 LOT 14 See Sheet 7 LOT P, tijI 1Q9/1.2 1 PCL. 4 I I I Fd 1 1/4" I.P. tagged LS. 4343 dn. 0.5, per R S 64/70, P.M. 109/1-7, P.M. 233/50-52. I (N88.25'01 "W 1301.54' --� Accepted as West 114 corner Sec. 26. ) I) I, I) Fd. 1' I.P. with LS 5567 TAG, dn. 0.2, per PM 233/50-52. Accepted as being in postion of mon. fd. per P.M. 22/53-54, R.S. 64/70. I Accepted as center West 1/16 comer of Sec. 26. " PA O • O !�" m j � 71 1 SURVEYOR'S NOTES: 0 INDICATES FOUND MONUMENT, AS NOTED O INDICATES SET 1- I.P., TAGGED LS 8461, FLUSH. INDICATES SET 1- I.P., TAGGED LS 8461, DN. 1.0'. INDICATES MEASURED AND RECORD DATA PER PM 233/50-52, UNLESS OTHERWISE NOTED. ——INDICATES SHEET BREAKDOWN 'GRS." INDICATES "GROSS' ALL MONUMENTS SET PER RIV. CO. ORD. 461.21 BASIS OF BEARINGS: THE WEST LINE OF THE NW 1/4 OF SECTION 26 AS SHOWN ON PARCEL MAP 36232, PM 233/50-52, BEING N01'02'24 -E. THIS MAP CONTAINS 79.65 ACRES GROSS. A PROJECT SPECIFIC WATER QUALITY MANAGEMENT PLAN SHALL BE SUBMITTED TO THE TRANSPORTATION DEPARTMENT FOR REVIEW AND APPROVAL FOR EACH PARCEL AT THE TIME ANY PERMIT IS PULLED TO DEVELOP THE PARCEL DRAINAGE EASEMENTS SHALL BE KEPT FREE OF BUILDINGS AND OBSTRUCTIONS. ALL MONUMENTS SHOWN AS 'SET" SHALL BE SET IN ACCORDANCE WITH THE MONUMENTATION AGREEMENT FOR THIS MAP. ENVIROPIMNTAL CONSTRAINT NOTE: ENVIRONMENTAL CONSTRAINT SHEET AFFECTING THIS MAP IS ON FILE IN THE OFFICE OF THE RIVERSIDE COUNTY SURVEYOR IN E.C.S. BOOK LAH , PAGE 49 . THIS AFFECTS ALL LOTS. EASEMENT NOT M. 0 AN OFFER OF DEDICATION FOR PUBLIC ROAD, PUBLIC UTILITY AND PUBLIC SERVICE USES, DATED FEB 23, 1976, AS INSTRUMENT NO. 22985 OF O.R., WITHIN THE BOUNDARY OF THIS TRACT MAP, VACATED HEREON. PUE& AN EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY FOR PUBLIC UTILITIES, REC. JUNE 26, 2014, AS INSTRUMENT NO. 2014-0236676 OF O.R. 03 PRIVATE DRAINAGE EASEMENT, RETAINED HEREON. 4. RIGHT OF WAY FOR DITCHES AND CANALS, AND RIGHTS OF WAY, EXCEPTIONS AND RESERVATIONS AS RESERVED AND DESCRIBED IN THE PATENT BY THE UNITED STATES OF AMERICA RECORDED DEC. 28, 1953, IN BOOK 1538, PAGE 317 OF PATENTS, O.R. RIVERSIDE COUNTY. NOT PLOTTABLE. SEC. 26, T. 7S., R. 1 W. SCHEDULE 'D" \1A G�ti �` Q I �I LOT O (314.64' N88'07'51'W) L — — i — — — — —I See Sheet 4 Fd. 1' I.P. togged RCE 26457, on. 0.2, 1.12' I LOT 3 north of intersection. Not accepted as centerline intersection per PM 127/61-62. Set CARMELO I Fd. 1" I.P. with plastic plug marked 1' LP. togged 'LS 8461, flush, at record I VSA ¢ LS 5567, flush, per P.M. 233/50-52. distance of 768.10' per PM 127/61-62. VIA CARMELO — ••,/"—""� ••� •}q tsN w —_ ---- -- VIA CARMELO ------ NW1l�,�•. LOT 6 cD I Lot 'E' I)c I PCL 2 S" I .._.._.._.._..�.. i ®ILOT P. M. 128 / 41- 42 o I LOT 4 5 W I N UNE DASA �� , , See Sheet 5 v I Fd. 1" I.P. tagged LS 3259, up 0.1' per Lot A LOT 7- I P.M. 22/53-54 and P.M. 233/50-52. 01 (NO 1'02'24'E) 768.10' (Ni'02'207 768.10') PER PM 127/61-62 PCL I 8 2O (NO 1'02'24'E) 589.30' 3 o I VIA ELENA of I ; i QG�� 03 (NO 1'02'24'E) 562.95' Searched M. nothing at North 1/16 comer "'�"�••�••-�••-�••� ••�00. 0 �......�....... 4 U (NO1'02'24'E) 794.45' Sec 26 Established by single proportion between section comer and West 1/4 �W I " Lot D" Fd. 1 LP. with plastic plug marked LS 0 (N00'58'17'E) 597.36' comer. Set 1' I.P. togged 'LS 8461" flush. — — — N --I o 5567, flush, per P.M. 233/50-52. ® (No(1'5817-*E) 756.62' + o See Sheet 6 I R^ Accepted as NW 1/16 corner Sec. 26. 07 (N00'58'17'E 169.24') ptt� 2 ? I Q I W LOT 8 LOT 9 ® (N00.58'17'E 507.72) CORTE1�0 I 09 (N00'58'17'E 507.73')—calc'd. CHAPALITA I Sw�}4' LOT 10 GRAPHIC SCALE ( IN FEET ) 1 inch = 300 ft T ------- LOT 11 Searched fd. nothing. From West 1/4 comer — — — — — • ``' •� held record distances of 405.35' per PIJ I `'� CORTE CHAPALITA 109/1-7 and 389.10' per PM 173/87-89. 1j31 g1 �g j •`�••� ••�••-�••�,•••..• ` p. M• p�L, 3 I ••.. I Lot "C' QI I LOT 12 LOT 13 LOT 14 See Sheet 7 LOT P, tijI 1Q9/1.2 1 PCL. 4 I I I Fd 1 1/4" I.P. tagged LS. 4343 dn. 0.5, per R S 64/70, P.M. 109/1-7, P.M. 233/50-52. I (N88.25'01 "W 1301.54' --� Accepted as West 114 corner Sec. 26. ) I) I, I) Fd. 1' I.P. with LS 5567 TAG, dn. 0.2, per PM 233/50-52. Accepted as being in postion of mon. fd. per P.M. 22/53-54, R.S. 64/70. I Accepted as center West 1/16 comer of Sec. 26. " PA O • O !�" m j � 71 1 SURVEYOR'S NOTES: 0 INDICATES FOUND MONUMENT, AS NOTED O INDICATES SET 1- I.P., TAGGED LS 8461, FLUSH. INDICATES SET 1- I.P., TAGGED LS 8461, DN. 1.0'. INDICATES MEASURED AND RECORD DATA PER PM 233/50-52, UNLESS OTHERWISE NOTED. ——INDICATES SHEET BREAKDOWN 'GRS." INDICATES "GROSS' ALL MONUMENTS SET PER RIV. CO. ORD. 461.21 BASIS OF BEARINGS: THE WEST LINE OF THE NW 1/4 OF SECTION 26 AS SHOWN ON PARCEL MAP 36232, PM 233/50-52, BEING N01'02'24 -E. THIS MAP CONTAINS 79.65 ACRES GROSS. A PROJECT SPECIFIC WATER QUALITY MANAGEMENT PLAN SHALL BE SUBMITTED TO THE TRANSPORTATION DEPARTMENT FOR REVIEW AND APPROVAL FOR EACH PARCEL AT THE TIME ANY PERMIT IS PULLED TO DEVELOP THE PARCEL DRAINAGE EASEMENTS SHALL BE KEPT FREE OF BUILDINGS AND OBSTRUCTIONS. ALL MONUMENTS SHOWN AS 'SET" SHALL BE SET IN ACCORDANCE WITH THE MONUMENTATION AGREEMENT FOR THIS MAP. ENVIROPIMNTAL CONSTRAINT NOTE: ENVIRONMENTAL CONSTRAINT SHEET AFFECTING THIS MAP IS ON FILE IN THE OFFICE OF THE RIVERSIDE COUNTY SURVEYOR IN E.C.S. BOOK LAH , PAGE 49 . THIS AFFECTS ALL LOTS. EASEMENT NOT M. 0 AN OFFER OF DEDICATION FOR PUBLIC ROAD, PUBLIC UTILITY AND PUBLIC SERVICE USES, DATED FEB 23, 1976, AS INSTRUMENT NO. 22985 OF O.R., WITHIN THE BOUNDARY OF THIS TRACT MAP, VACATED HEREON. PUE& AN EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY FOR PUBLIC UTILITIES, REC. JUNE 26, 2014, AS INSTRUMENT NO. 2014-0236676 OF O.R. 03 PRIVATE DRAINAGE EASEMENT, RETAINED HEREON. 4. RIGHT OF WAY FOR DITCHES AND CANALS, AND RIGHTS OF WAY, EXCEPTIONS AND RESERVATIONS AS RESERVED AND DESCRIBED IN THE PATENT BY THE UNITED STATES OF AMERICA RECORDED DEC. 28, 1953, IN BOOK 1538, PAGE 317 OF PATENTS, O.R. RIVERSIDE COUNTY. NOT PLOTTABLE. SEC. 26, T. 7S., R. 1 W. SCHEDULE 'D" GRAPHIC SCALE 100 0 50 100 200 300 ( IN FEET ) 1 inch = 100 ft~ GRAY SQUIRREL �27' ROAD Fd. 1" LP. tagged RT 26457, ab. 0.2; 1.12' north of btersection. Not accepted as centedme intersection per PM 127/61-62. Set i' I.P. tagged 1S 8461; flush, at record distance of 76d 10' per PM 121/61-62. I 74.00' VIA CARMELO • I • I PCL. 2 'r - P Y. 12814f .42 I i to I� I I I I I 40' Fd 1" LP. with plastic plug marked IS 5561", flush, per P.M. 233/50-52 Also accepted as the NW corner Sec. 26 per RS 61/31, R.S. 64/10, P.M. 22/53-54, P.M. 7619 P* 109/1-1. IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA ffRjnp)j,wkl�fC4*TfiMFAAV ' •' BEING A SUBDIVISION OF THE SOUTH Y2 OF THE NW Y4 AND THE NW Y4 OF THE NW Y4 OF SEC. 26, T.7S., R. i W., SAN BERNARDINO BASE AND MERIDIAN AS SHOWN BY THE UNITED STATES GOVERNMENT SURVEY. EXCEPTING THEREFROM THE SE Y4 OF THE NW Y4. ALSO EXCEPTING THEREFROM THE NORTH Y2 OF THE NE Y4 OF THE NE Y4 OF THE NW Y4 OF THE NW Y4. 4111 ENGRMERDITG AND DEVELOPI&M INC. FEBRUARY, 2015 C+Z4; a liv i 17 LU I / Fd 1" I.P. with plastic plug marked IS 5561", flush, per P.M. 233150-52. Also accepted as the NW comer of the North 112 of the NE 114 of the NE 114 of the NW 114 of the NW 114 of Sea 26 T T d 1" I.P. with plastic plug mocked 2S 5567; flush, per P.M. 233150-52 Also accepted as the SW caner of the g Nath 112 of the NE 1/4 of the NE 1/4 of the NW 1/4 of the NW 1/4 of Sec 26 )11 4 I I R=330' � o'c I- W ----- N a top I O b m I o. a I Q m 2lzI ^� W O 0 VN o Iw W No J A o a I cp- Fd. 1" LP. tagged RT 26457, ab. 0.2; 1.12' north of btersection. Not accepted as centedme intersection per PM 127/61-62. Set i' I.P. tagged 1S 8461; flush, at record distance of 76d 10' per PM 121/61-62. I 74.00' VIA CARMELO • I • I PCL. 2 'r - P Y. 12814f .42 I i to I� I I I I I 40' Fd 1" LP. with plastic plug marked IS 5561", flush, per P.M. 233/50-52 Also accepted as the NW corner Sec. 26 per RS 61/31, R.S. 64/10, P.M. 22/53-54, P.M. 7619 P* 109/1-1. IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA ffRjnp)j,wkl�fC4*TfiMFAAV ' •' BEING A SUBDIVISION OF THE SOUTH Y2 OF THE NW Y4 AND THE NW Y4 OF THE NW Y4 OF SEC. 26, T.7S., R. i W., SAN BERNARDINO BASE AND MERIDIAN AS SHOWN BY THE UNITED STATES GOVERNMENT SURVEY. EXCEPTING THEREFROM THE SE Y4 OF THE NW Y4. ALSO EXCEPTING THEREFROM THE NORTH Y2 OF THE NE Y4 OF THE NE Y4 OF THE NW Y4 OF THE NW Y4. 4111 ENGRMERDITG AND DEVELOPI&M INC. FEBRUARY, 2015 C+Z4; a liv i 17 LU I / Fd 1" I.P. with plastic plug marked IS 5561", flush, per P.M. 233150-52. Also accepted as the NW comer of the North 112 of the NE 114 of the NE 114 of the NW 114 of the NW 114 of Sea 26 T T d 1" I.P. with plastic plug mocked 2S 5567; flush, per P.M. 233150-52 Also accepted as the SW caner of the g Nath 112 of the NE 1/4 of the NE 1/4 of the NW 1/4 of the NW 1/4 of Sec 26 )11 4 T=57.96' R=330' � o'c I- W ----- N top I O NI N i �a m 1 I, ItoW Iw Ig i� Q1 d=21'52'10' O2 d=21'52'10' O3 d=21'52'10' O4 d=21'52'10" O5 d=21'52'10" A=21-52'10* O7 d=16'15'37' I VIA CARMELO Fd 1" I.P. with plastic plug marked IS 5567, flush, per P.M. 233/50-52 ffall, SIMET 4 OF 8 SHLWW SURVEYOR'S NOTES: SEE SHEET 3 EASEMENT NOTES': SEE SHEET 3 Curve Dafa R=270' L=103.06' T=52.16' R=300' L=114.51' T=57.96' R=330' L=125.96' T=63.75' R=270' L=103.06' T=52.16' R=300' L=114.51' T=57.96' R=330' L=125.96' T=63.75' R=100' L=28.38' T=14.29' SEC. 26, T. 7S., R. 1 W. SCHEDULE "D" IN THE UNINCORPORATED 7ERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALMRNIA LOT 1 Z w o � V 7O A=08@56'08" L=51.47' Fd 1' I.P. tagged RCE 26457, d n. 0.2, 1.12' north of I N F► intamection. Not accepted as centerline intersection per PIM 127/61-62 Set 1' I.P. tagged IS 8461, flush, at record I C4 distance of 16810' per PM 127/61-62 10,�� t Q_ I � 74.00' ' ', E'I 132 - - --r� Lot 3 005' J VIA CARMELO I o ,,�` 3,� PCL.2 z P U 128 / 41- 42 I I I LOT 4 I I M , 5.07 Acs. Grs. I 4.21 Acs. Net I IN I V al I _ _ P. M. 128 / 41- 42 // I A PCL. 3 o f i 317.77' - 1 Swched fd nothing at North 1/16 comer i Sea 26. Established by single proportion I 319.17' between section comer and West 1/4 ( i comer. Set 1I.P. tagged S 8461" flush. I , GRAPHIC SCALE BEING A SUBDIVISION OF THE SOUTH Y2 OF THE NW Y4 AND THE NW Y4 OF THE NW Y4 OF SEC. 26, T.7S., R.1 W., SAN BERNARDINO BASE AND MERIDIAN AS SHOWN BY THE UNITED STATES GOVERNMENT SURVEY. EXCEPTING THEREFROM THE SE Y4 OF THE NW Y4. ALSO EXCEPTING THEREFROM THE NORTH Y2 OF THE NE Y4 OF THE NE Y4 OF THE NW Y4 OF THE NW Y4. W g d=21'52'10' 4M ENGINEERING AND DEVELOPMENT, INC. 109.96' FEBRUARY 2015 See Sheet 4 _N88'15'56"W 1299.95' o LOT 2 , Lot '0' - - LOT 3 d=1r56'02" ,� L=74.49' ,`Opp i, Total Cul-de-sac bulb d=212@31'13' R=50' L=185,46' Y - NW57'361 d=100'14'55" _t 14:62'-�� L=87.49' Lot 'E' 0 QDrainage N LOT 5 g N 5.13 Acs. Grs. Easement 31.00 I L=125.96' 4.73 Acs. Net N R=270' g o 3 o 0 q W g d=21'52'10' Q Drainage N32�3�' 109.96' I` - 4- LOT )0 ( IN FEET ) 1 inch = 100 ft~ 319.10' ry Drainage --j LOT 9 QEasement 3 See Sheet 0 LOT 6 5.04 Acs. Grs. 4.63 Acs. Net N89'21'52"W 576.32' LOT 7 6.19 Acs. Grs. 5.49 Acs. Net QDrainage Easement N89171'43'W 4200' N0038'11'E 3200= N89VI'43'W 4200- I VIA CARMELO Fd I' I.P. with plastic plug marked 1S I 5561; flush, per P.M. 233/50-52 30' 30' I _ � I � •��' � SD's? W QDrainage VIA g ®d=215210" Easement 31.00 I L=125.96' a ( d-2052'10" R=270' EL ENA o *o,- , N8875'S6'W ��DSrF 28.00' L=114.51' q W 346.58' d=21'52'10' Q Drainage N32�3�' 109.96' NOl'44'04'E 2200' . j Q7 Lot _0' _N88'15'56"W 1299.95' o n Lot '0' - - I` - 4- LOT )0 ( IN FEET ) 1 inch = 100 ft~ 319.10' ry Drainage --j LOT 9 QEasement 3 See Sheet 0 LOT 6 5.04 Acs. Grs. 4.63 Acs. Net N89'21'52"W 576.32' LOT 7 6.19 Acs. Grs. 5.49 Acs. Net QDrainage Easement N89171'43'W 4200' N0038'11'E 3200= N89VI'43'W 4200- I VIA CARMELO Fd I' I.P. with plastic plug marked 1S I 5561; flush, per P.M. 233/50-52 30' 30' I _ � I � •��' � SD's? W N89211000 CIS 1E,4I I a Ot d=21'52'10' N69VI'43'W 33. _ N00'58'11 ®d=215210" I I �2 d=21'52'10' 31.00 I L=125.96' a ( d-2052'10" N89211000 CIS 1E,4I T=52.16' R=300' ®d=215210" T=57.96' � QDrainage L=125.96' T=63.75' R=270' L=103.06' d=21'52'10' Easement L=114.51' I W © d=21'52'10' Q Drainage N32�3�' ��, I I . j Q7 d=16'15'37" Easement o �) MOo�811'E �.. N V 41. _ I N89171'43;W + I Fd. 1' LP. togged 1S 3259', up 0. 1' per P.M. 32.00 22/53-54 and P.AL 233/50-52 Drainage Q :r /,,-Easement N0144'04 24.00' 561.55 j I Fd 1 ' LP. with plastic plug marked IS -53.42' 1225.90' o d 5567, flush, per P.M. 233/50-52 Accepted as NW 1/16 comer Sec. 26. 1225.99'---I--------- ", I I 319.99' 257.73'Sxv 4, • cn o '--Drainage� Q 9�� �06CA M Easement Drainage N005'1�E,� LOT 10 Q Easement I N89i11'4 2600' I �' LOT 11 o Q04 Q� h ..- SURVEYOR'S NOTES: SEE SHEET 3 EASEMENT NOTES: SEE SHEET 3 Curve Data R=270' L=103.06' T=52.16' R=300' L=114.51' T=57.96' R=330' L=125.96' T=63.75' R=270' L=103.06' T=52.16' R=300' L=114.51' T=57.96' R=330' L=125.96' T=63.75' R=100' L=28.38' T=14.29' SEC. 26, T. 7S., R. 1 W. SCHEDULE "D" 100 Searched fd nothing. From West 114 caner held record distances of 40535' per PM 109/1-7 and J89.10' per PM 173/87-89 30 GRAPHIC 50 100 ( IN FEET ) 1 inch = 100 ft 1 TO UMCORPORATED 7ERMRY OF TREJif T OF M&RLDE, STATE OF CALIMMA y,D-,ACy HAp LFU �J5•63,5n• BEING A SUBDIVISION OF THE SOUTH Y2 OF THE NW Y4 AND THE NW Y4 OF THE NW Y4 OF SEC. 26, T.7S., R.1 W., SAN BERNARDINO BASE AND MERIDIAN AS SHOWN BY THE UNITED STATES GOVERNMENT SURVEY. EXCEPTING THEREFROM THE SE Y4 OF THE NW Y4. ALSO EXCEPTING THEREFROM THE NORTH Y2 OF THE NE Y4 OF THE NE Y4 OF THE NW Y4 OF THE NW 31/4. 4M ENGINEERING AND DEVELOPMENT, INC. FEBRUARY, 2015 I 41 T=88.84' O L=137.27' T=70.15' R=300' L=152.52' o °° O L=80.79' V P. U 128 1 41- 42 �i� "o,' II W A4+ J PCL.3 i N .j I Accepted as NW 1/16 comer Ser. 26. I � Searched fd nothing at Narth 1/16 comer — -4- Seg 26 Established by single proportion 1 between section caner and West 1/4 I corner. Set 1' I.P. tagged 'LS 8461' flush. I 130' 1 ® I I� Ih d=30'08'07' I 10 1 I m 11 p. I I I CORTE'� I I CHAPALITA f d=29'0747" d=1706'05" M h N 15 Searched fd nothing. From West 114 caner held record distances of 40535' per PM 109/1-7 and J89.10' per PM 173/87-89 30 GRAPHIC 50 100 ( IN FEET ) 1 inch = 100 ft 1 TO UMCORPORATED 7ERMRY OF TREJif T OF M&RLDE, STATE OF CALIMMA y,D-,ACy HAp LFU �J5•63,5n• BEING A SUBDIVISION OF THE SOUTH Y2 OF THE NW Y4 AND THE NW Y4 OF THE NW Y4 OF SEC. 26, T.7S., R.1 W., SAN BERNARDINO BASE AND MERIDIAN AS SHOWN BY THE UNITED STATES GOVERNMENT SURVEY. EXCEPTING THEREFROM THE SE Y4 OF THE NW Y4. ALSO EXCEPTING THEREFROM THE NORTH Y2 OF THE NE Y4 OF THE NE Y4 OF THE NW Y4 OF THE NW 31/4. 4M ENGINEERING AND DEVELOPMENT, INC. FEBRUARY, 2015 I Fd 1' I.P. tagged 'LS J259", up 0.1' per P.M. T=88.84' 22/554 and P.M. 233/50-52 L=137.27' T=70.15' R=300' L=152.52' I R=270' L=80.79' T=40.70' R=300' L=89.77' I 1 Fd 1 ' I.P. with plastic plug marked 2S L=98.74' 5M7', flush, per P.M. 233150-52 Accepted as NW 1/16 comer Ser. 26. — -4- N ee Shew 8 1 ® d=30'08'07' R d=30'08'07' 10 d=30'08'07" I m 11 d=29'07'47" 12 d=29'0747" d=29'0747" d=1706'05" h N 15 d=1706'05" I I d=1706'05" d=1708'38" c I �1 18 d=170838" �I c 19 d=1708'38' NI �I �1 I W� ,30'1 NJ W �I �I I i DETAIL Ii See Sheet 8 it o N m S a a0, ■,mwi► a SURVEYOR'S NOTES: SEE SHEET 3 EASEMENT NOTES. SEE SHEET 3 Curve Data R=270' L=142.01' T=72.69' R=300' L=157.79' T=80.76' R=330' L=173.57' T=88.84' R=270' L=137.27' T=70.15' R=300' L=152.52' T=77.95' R=330' L=167.78' T=85.74' R=430' L=128.34' T=64.65' R=400' L=119.39' T=60.14' R=370' L=110.44' T=55.63' R=270' L=80.79' T=40.70' R=300' L=89.77' T=45.22' R=330' L=98.74' T=49.74' SEC. 26, T. 7S., R. 1 W. SCHEDULE "D" 1 i I i I I I CORTEIr' CHAPALITA ' I --------------rl� IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALNURRA KMANCT AP 3• BEING A SUBDIVISION OF THE SOUTH Y2 OF THE NW Y4 AND THE NW Y4 OF THE NW Y4 OF SEC. 26, T.7S., R.1 W., SAN BERNARDINO BASE AND MERIDIAN AS SHOWN BY THE UNITED STATES GOVERNMENT SURVEY. EXCEPTING THEREFROM THE SE Y4 OF THE NW Y4. ALSO EXCEPTING THEREFROM THE NORTH Y2 OF THE NE Y4 OF THE NE Y4 OF THE NW Y4 OF THE NW Y4. 41[ ENGINEERING AND DEVELOMffi ; INC. FEBRUARY, 2015 /C�zz \ V 10 J N See Sheet LOT 9 0 1 =�rOR o Drainage, -C• - TF Easement �o ,9'r -sus ;6 d=16'11'50" $ N8859'40'W L=76.3351.00 ��. C HAPAL 1 TA Searched fd nothin; From West 1/4 comer I ® J / \`s� Y 11 \� - held record datances of 40535' PM �\ �� `•'' �\ �� • / 245.92 I I 116.92'I I 109/1-7 and 389.10 per PM 173/87-89 I w �� �0,��9- � � I ' \ _ 12 1 _ lot "G" 130' 30` �;' d=02'47'54' 13 - --� - N88'59'40'W 431.38' Lot 'C' 1=16.12' �gtJ 172.7�o"E 31. I I N01ro0 Draina( VAS QEasen I� CP I � o I" al I N LOT 12 H O ( 5.11 Acs. Grs. Q I 4.37 Acs. Net I " F�1109/f_7 N 0' I 0 I PCL.4 V I o � Z I I o W ..1 I � al I g I �) %1 M LOT 10 2 Fd 1114' I.P. togged 'LS. 4343' ch 0.5, per R5 64/70, P.M. 109/1-7, P.M. 233/50-52 Accepted as West 1/4 corner Sec. 26. GRAPHIC SCALE 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. 300 284.94' a �o JII- LOT 13 5.02 Acs. Grs. 4.80 Acs. Net N 0 325.56' (N88'25'01'W Por. Section 26 185.46'� s9' 14 LOT 11 o � 15 16 18977' N?js,3;isb 1 258.65' Z=10@44'28" 18 L=69.36' v� 836 r / 19 nt � d=16'15'37' L=28.38' �\ R=100' T=14.29' 505 E N. 0.009 LOT 14 5.05 Acs. Grs. 4.82 Acs. Net 1301.54 ) 322.17' o � d=106'15'36' R=50'ld �w a L=9273 M LOT 15 5.25 Acs. Grs. 4.84 Acs. Net 368.87' a O r �,��_Gt3S yosn DTAF w SURVEYOR'S NOTES: SEE SHEET 3 EASE1 &M NOTES: SEE SHEET 3 1 N89'02'13" W ,I ,'4f w I d=17'06'05' I 1 50.03' I DETAIL "F" t 5 A=17'06'050 NI t6 d-1T06'05� R=270' �, �I ^I I A=17'08 38 i I M 18 I a 19 d=17-08'38' T=64.65' I ~ m a 8 R=370' L=110.44' I W� L=80.79' �j 30' 30' I I J W NJ ® d=30'08'07" S �s d=30'08'07' I 10 d=30'08'07' I d=29'07'47" Q' 12 d=29'0747' �\j 13 d=29'0747' 1 N89'02'13" W 14 d=17'06'05' I 1 50.03' I DETAIL "F" t 5 A=17'06'050 I► I See Sheet $ t6 d-1T06'05� R=270' �, 1© A=17'08 38 i I M 18 d=1708'38' N 19 d=17-08'38' T=64.65' R=400' L=119.39' m a 8 R=370' L=110.44' T=55.63' R=270' L=80.79' �j R=300' L=89.77' (40 R=330' L=98.74' S �s W 11 Fd 1' I.P. with 7S 5567' tag d►. 0.2; per PM 233/50-52 Accepted as being 6► postion on mon. fd per P.M. 22/53-54, R.S 64/10. Accepted as West 1/16 corner of Sec 26. Por. Section 26 Curve Data R=270' L=142.01' T=72.69' R=300' L=157.79' T=80.76' R=330' L=173.57' T=88.84' R=270' L=137.27' T=70.15' R=300' L=152.52' T=77.95' R=330' L=167.78' T=85.74' R=430' L=128.34' T=64.65' R=400' L=119.39' T=60.14' R=370' L=110.44' T=55.63' R=270' L=80.79' T=40.70' R=300' L=89.77' T=45.22' R=330' L=98.74' T=49.74' SEC. 26, T. 7S., R. 1 W. SCHEDULE "D" W GRAPHIC SCALE 30 60 120 180 ( IN FEET ) 1 inch = 60 ft. OQ A=097051' R=270' L=44.05' I ® A=0035109" R=270' L=4.33' � I IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RtVERSIDX STATE OF CALIFORNIA T',4 T M 99 BEING A SUBDIVISION OF THE SOUTH Y2 OF THE NW Y4 AND THE NW Y4 OF THE NW Y4 OF SEC. 26, T.7S., R.1 W., SAN BERNARDINO BASE AND MERIDIAN AS SHOWN BY THE UNITED STATES GOVERNMENT SURVEY. EXCEPTING THEREFROM THE SE Y4 OF THE NW Y4. ALSO EXCEPTING THEREFROM THE NORTH Y2 OF THE NE Y4 OF THE NE Y4 OF THE NW Y4 OF THE NW Y4. 4M ENGINEERING AND DEVELOPJENT, INC. FEBRUARY, 2015 i I � I i I I O j CORTE 1 i CHAPALITA v ,) — — — — — — — — — :/ C) 37.68' Searched N. nothing. From West 1/4 comer held record distances I of 405.35' per PM 109/1-7 and 389.10' per PM 173/87-89. I W ♦ J a I nein n "n" •� t� scare I -_W- 30' 1\ 30' Aj , Drainage i LOT 8 Easement 19 d-=2037108' ----- r. �' R=330' 1-=12069' J / / ii2�k1 � :68' EAST 50.00' lot "0, �i A=03176'12" _ R=330' �; �� ► L=17.87 -36.33' lot C• '�R=270' />>9•� �`sf N30'050p9/� 23. r LOT 12 Drainage 3NEasement O I s LU 1 a\ (.)3 0, 30' Drainage Easement Fd. Is I.P. tagged 'RCE 26457-, dn. 0.2, I o ^' 44.00' "E 1.12' north of intersection. Not accepted as I N 1 = 76'49 p0' N85 19' centerline intersection per PM 127/61-62. I 3 g 0 4.33'11"W Set 1' I.P. tagged 'LS 8461, flush, at record 768.10' PM J o distance of per 127/61-62.Ln J _— O --------- — 00 ' b 37.00' I tot 00V7'151E(R)— / ! 1.12' 4 w to 1 37.00' 2 1 — — — — M N12'2g'39"R}' VIA l I __ 17.00 � N8I'04'02"E 41.00' % ♦ CARMELO LV , j I -� y� 1 Drainage Easement \ JI �� Z I Oj d=7717'23" R=330' L=41.03' N� j ( A=067440" R=330' L=36.92' Detail *A "��� z LOT 4 Scale 1 m-60* \\ I I� i I � I i I I O j CORTE 1 i CHAPALITA v ,) — — — — — — — — — :/ C) 37.68' Searched N. nothing. From West 1/4 comer held record distances I of 405.35' per PM 109/1-7 and 389.10' per PM 173/87-89. I W ♦ J a I nein n "n" •� t� scare I -_W- 30' 1\ 30' Aj , Drainage i LOT 8 Easement 19 d-=2037108' ----- r. �' R=330' 1-=12069' J / / ii2�k1 � :68' EAST 50.00' lot "0, �i A=03176'12" _ R=330' �; �� ► L=17.87 -36.33' lot C• '�R=270' />>9•� �`sf N30'050p9/� 23. r LOT 12 Drainage 3NEasement VIA ELENA Lot "0" N88"15'56"W Lot 'D" i 1 1 i I ! 1 J / Searched fd. nothing at North 1116 comer Sec. 26. / Established of single proportion between section comer and West 1/4 comer. Set 1" I.P. tagged "LS 8461" flush. LOT 8 nein it 11710 Scale l ---W- �g151', LOT 9 ♦♦ a � N2ob?, 4 4 ,p '�a, Drainage Easement I oaf -,\, i NZ 46.00 � ! C CC 51 15(R)— R 717, Lot C r 1 A=09 4515 L=56.18 / I r,T 4 n2800'g£ 1 R=330' 1 -� 2800' E % Aj j A - Drainage Drainage � Easement / Detail "E" LOT 13 Scale 1=6019 j -o=- 038gvso �s • - I _ A SURVEYOR'S MOTHS: SEE SHEET 3 EASEHENT NOTES: SEE SHEET 3 40, iJ.,-- `� i Q LOT 7 w30' 30' iO I :214 - VIA VIA ELENA ! tar b" I Q N88-15'56 -W 37.50' I M Lot "0" 36.51' I Fd. 1 " I.P. with plastic plug 1 ' marked "LS 5567, flush, per P.M. 233/50-52. Accepted as / W I NW 1/16 comer Sec. 26. J I� Q / I / `♦ LOT 11 Detail TV Sale 1"=60' I LOT 11 N Aj .ti �� +� Drainage ` Q Easement Aj 4 H Drainage,��ti 30' Easement— 4 I W Ell I CC I \ lot D 13.03' 101 I Q \r CR ca N 003i3"W 37.01' 30 I 1 h h 1 13.02 I 37.01' 1 q 33.28' I \ Z 2 z�� o / �- I w� I W / S �n��0 Am 2 W / z Draina e ' '° Drainage Q \ Easement Easement Aj LOT 15 : Detail 3CQ' Scale 1'=6019 SEC. 26, T. 7S., R. 1 W. SCHEDULE "D" 9 1 > 1 O 1 � N 1 O V ;� I H � o W J � V VIA ELENA Lot "0" N88"15'56"W Lot 'D" i 1 1 i I ! 1 J / Searched fd. nothing at North 1116 comer Sec. 26. / Established of single proportion between section comer and West 1/4 comer. Set 1" I.P. tagged "LS 8461" flush. LOT 8 nein it 11710 Scale l ---W- �g151', LOT 9 ♦♦ a � N2ob?, 4 4 ,p '�a, Drainage Easement I oaf -,\, i NZ 46.00 � ! C CC 51 15(R)— R 717, Lot C r 1 A=09 4515 L=56.18 / I r,T 4 n2800'g£ 1 R=330' 1 -� 2800' E % Aj j A - Drainage Drainage � Easement / Detail "E" LOT 13 Scale 1=6019 j -o=- 038gvso �s • - I _ A SURVEYOR'S MOTHS: SEE SHEET 3 EASEHENT NOTES: SEE SHEET 3 40, iJ.,-- `� i Q LOT 7 w30' 30' iO I :214 - VIA VIA ELENA ! tar b" I Q N88-15'56 -W 37.50' I M Lot "0" 36.51' I Fd. 1 " I.P. with plastic plug 1 ' marked "LS 5567, flush, per P.M. 233/50-52. Accepted as / W I NW 1/16 comer Sec. 26. J I� Q / I / `♦ LOT 11 Detail TV Sale 1"=60' I LOT 11 N Aj .ti �� +� Drainage ` Q Easement Aj 4 H Drainage,��ti 30' Easement— 4 I W Ell I CC I \ lot D 13.03' 101 I Q \r CR ca N 003i3"W 37.01' 30 I 1 h h 1 13.02 I 37.01' 1 q 33.28' I \ Z 2 z�� o / �- I w� I W / S �n��0 Am 2 W / z Draina e ' '° Drainage Q \ Easement Easement Aj LOT 15 : Detail 3CQ' Scale 1'=6019 SEC. 26, T. 7S., R. 1 W. SCHEDULE "D" 9