Loading...
pm257_062-070NUMBERED PARCELS: 6 IN THE CITY OF .MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA LETTERED LOTS: 13 GROSS ACREAGE: 158NO.. 33739 NET ACREAGE: 139.69 •�2 PARCEL MAP BEING A SUBDIVISION OF THE WEST HALF OF THE NORTHEAST QUARTER AND A PORTION OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECT70N 14, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN PROACTIVE ENGINEERING CONSULTANTS, INC. JUTE, 2021 J FOR FINANCE AND CONVEYANCE PURPOSES ONLY O C V Co 00 OWNER'S STATEMENT SURVEYOR'S STA TEMEN T 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. LOT 'A' (GARBANI ROAD), LOT 'B' (SCOTT ROAD), LOTS 'C' AND 'D' (VIA CANTALENA), LOTS 'E' THROUGH 'H, INCLUSIVE, AND LOT 'M' (VIA TOSCANA), LOTS 'I' THROUGH 'L', INCLUSIVE, (HALEBLIAN ROAD), THE DEDICATION IS FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES. AS A CONDITION OF DEDICATION OF LOT 'A' (GARBANI ROAD), LOT 'B' (SCOTT ROAD), LOTS 'C' AND 'D' (VIA CANTALENA), LOTS 'E' THROUGH 'H, INCLUSIVE, AND LOT 'M' (VIA TOSCANA), LOTS '1' THROUGH 'L', INCLUSIVE, (HALEBLIAN ROAD). THE OWNERS OF PARCELS 1 THOUGH 6, INCLUSIVE, ABUTTING THESE ROADS AND DURING SUCH TIME WILL HAVE NO RIGHTS OF ACCESS EXCEPT AS SHOWN HEREON. ANY CHANGE OF ALIGNMENT OR WIDTH THAT RESULTS IN THE VACATION THEREOF SHALL TERMINATE THIS DEDICATION AS TO THE PART VACATED. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: TO EASTERN MUNICIPAL WATER DISTRICT ("DISTRICT"), A PUBLIC AGENCY ORGANIZED AND EXISTING UNDER AND BY VIRTUE OF THE MUNICIPAL WATER DISTRICT LAW OF 1911, ITS SUCCESSORS AND ASSIGNS, A PERPETUAL EASEMENT AND RIGHT OF WAY TO CONSTRUCT, MAINTAIN, ENLARGE, RECONSTRUCT, REMOVE AND REPLACE, OPERATE, INSPECT, REPAIR, IMPROVE AND RELOCATE SEWER AND WATER FACILITIES, ALL AS SHOWN ON THIS MAP WITHIN THE SUBDIVISION AND DESIGNATED AS l B) "EASEMENT FOR WATER PIPELINE AND ACCESS PURPOSES" HEREON, AND (D "EASEMENT FOR SEWER PIPELINE, WATER PIPELINE AND ACCESS PURPOSES" HEREON, TOGETHER WITH THE RIGHT OF ACCESS TO AND FROM SAID EASEMENT FOR THE PURPOSE OF EXERCISING THE RIGHTS GRANTED IN SAID EASEMENT. OWNER RETAINS THE RIGHT TO USE THE EASEMENT AREA PROVIDED THAT OWNER SHALL NOT CONSTRUCT OR ERECT BUILDINGS, MASONRY WALLS, MASONRY FENCES AND OTHER STRUCTURES OR IMPROVEMENTS, OR PLANT OR GROW TREES OR SHRUBS, OR CHANGE THE SURFACE GRADE OR INSTALL PRIVATELY -OWNED PIPELINES WITHOUT THE PRIOR WRITTEN CONSENT OF DISTRICT. WE HEREBY RESERVE EASEMENT O AS SHOWN HEREON FOR ACCESS INGRESS AND EGRESS PURPOSES, FOR THE SOLE BENEFIT OF OURSELVES, OUR HEIRS, OUR SUCCESSORS, AND ASSIGNEES. EPC HOLDINGS 781 LLC, A WASHINGTON LIMI7ED LIABILITY COMPANY BY - PRINTED NAME. JOHN C. TROUTMAN TITLE: VICE PRESIDENT NOTARY ACKNOWLEDGEMENT A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT. STATE OF 0A I:ipo' i R ) COUNTY OF 4-A^MA ) ON 1 1.2b -2a23 BEFORE ME, SS: CS�oo ��'`� A NOTARY PUBLIC, _ (INSERT NAME) PERSONALLY APPEARED �Dlnn C 1 r ov'�MA/% WHO PROVED TO ME ON THE BASIS OF SA77SFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND NAME PRINTED SIGNATU , MY COMMISSION NO: aLl4 L& K S MY COMMISSION EXPIRES���� 2027 MY PRINCIPAL PLACE OF BUSINESS IS Or`cn (AL COUNTY. EASTERN MUNICIPAL WATER DISTRICT'S ACCEPTANCE STATEMENT I HEREBY STATE THAT THE EASEMENTS DEDICATED ON THIS MAP TO THE EASTERN MUNICIPAL WATER DISTRICT IS HEREBY ACCEPTED AND THE DISTRICT CONSENTS TO THE RECORDATION THEREOF BY ITS DULY AUTHORIZED OFFICER. SHEILA ZELAYA, ETOARQ,*CRtTARY OF THE EASTERN MUNICIPAL WATER DISTRICT AND BOARD OF DIRECTORS THEREOF DATE 1f 17,411-3 SHEET 1 OF 9 SHEETS RECORDER'S STATEMENT FILED THIS _LL DAY OF ,JA� 20. AT tQ"13 &M. IN 1300K�S7 OF PARCEL MAPS, AT PAGES ka - 7Q . A T THE REQUEST OF THE CITY CLERK OF THE CITY OF MENIFEE NO. QnQ 3-017(20.29 FEE=" - PETER ALDANA ASSESSOR -COUNTY CLERK -RECORDER BY. Pfj��DEPUTY SUBDIVISION GUARA N TEE FIRST AMERI CAN TITLE COMPANY ORDER NO. 5072691-A THIS MAP WAS PREPARED BY ME OR UNDER MY nIRECTION AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF EPC HOLDINGS 781 LLC, IN JUNE 2021. 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 SAID MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. I HEREBY STATE THAT THIS PARCEL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP, IF ANY. 4 SAND SCi� CHARLES J. OORE, L.S. 9106 DATE qTF OF CAS-�F/ CITY ENGINEER'S STATEMENT I HEREBY STATE THAT I HAVE EXAMINED THIS MAP; THAT THE SUBDIVISION AS SHOWN HEREON IS SUBSTANTIALLY THE SAME AS IT APPEARED THE TENTATIVE MAP OF TRACT NO. 33739, APPROVED BY THE MENIFEE CITY COUNCIL ON AUGUST 9TH, 2017 AND ANY APPROVED ALTERATION THEREOF. AND THAT ALL IMPROVEMENTS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS OR THAT THE SUBDIVIDER HAS ENTERED INTO AGREEMENT WITH THE CITY OF MENIFEE COVERING COMPLETION OF ALL IMPROVEMENTS AND SPECIFYING THE TIME FOR COMPLE7NG THE SAME AS MAY BE REQUIRED BY THE CONDITIONS OF APPROVAL DATED AUGUST 9TH, 2017. DATE: 12 - ; 202.3� BY. 6_11a ALBERTO RArVA JR, R.C.E. 53534 DEPUTY PUBLIC WORKS DIRECTOR CITY ENGINEER, CITY OF MENIFEE CITY SURVEYOR'S STATEMENT �o QRpF ESS/pN\ q 0 P411,9 Fy Q � m NO. 53534 CIV11. �P �rF 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 THAT I AM SATISFIED THAT THIS MAP IS TECHNICALLY CORRECT. DATED: _ _VVEC'Ef, Albrf, �i 20 2-3 Sao LAND So�L ST,�q F � BY: STE E E STRAPAC, P.L.S. 8566 �W� CITY SURVEYOR, CITY OF ,MENIFEE ��q 8566 IFOF CA��F�� MENIFEE CITY CLERK CERTIFICATE THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BY ITS CITY COUNCIL, HEREBY APPROVES THE PARCEL MAP NO. 33739, AND ACCEPTS THE OFFERS OF DEDICA7ON MADE HEREON FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES. THE COUNCIL DECLARES THE ACCEPTANCE OF THE OFFERS IS TO VEST TITLE IN THE CITY ON BEHALF OF THE PUBLIC FOR SAID PURPOSES BUT THAT SAID STREETS SHALL NOT BECOME PART OF THE CITY MAINTAINED STREET SYSTEM UNTIL ACCEPTED BY THE CITY PURSUANT TO SECTION 941 OF THE STREETS AND HIGHWAYS CODE. THE EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES LOT 'A' (GARBANI ROAD), LOT 'B' (SCOTT ROAD), LOTS 'C' AND 'D' (VIA CANTALENA), LOTS 'E' THROUGH 'H', INCLUSIVE, AND LOT 'M' (VIA TOSCANA), LOTS 'I' THROUGH 'L , INCLUSIVE, (HALEBLIAN ROAD). THE OFFER OF DEDICATION OF ABUTTERS RIGHTS OF ACCESS ALONG LOT 'A' (GARBANI ROAD), LOT 'B' (SCOTT ROAD), LOTS 'C' AND 'D' (VIA CANTALENA), LOTS 'E' THROUGH 'H', INCLUSIVE, AND LOT 'M' (VIA TOSCANA), LOTS '1' THROUGH 'L, INCLUSIVE, (HALEBLIAN ROAD). DATED I TY CLERK, CITY OF MENIFEE 4JERSIDE COUNTY, CALIFORNIA 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, �EX6EPF-�Fi4�fES vP coc�in� nccccBM Efi-�4S--#i4�( -PA-YABLE—WH1 et! ARE-ES-TIMA-TLv^� DATED: OV r-sM 20 Z 3 MATTHEW JENNINGS C NTY TAX COLLECTOR BY. DEPUTY TAX BAND_ CERTIFICATE I HEREBY CERTIFY THAT -A BOND IN THE SUM OF $ HAS N EXECUTED AND FILED WITH THE BOARD O�-SLIPERVISORS OF THE COUNTY OF RIVE E, CALIFORNIA, CONDITIONED UPON THE PAYMENT OF ALL TA ESTATE, _ COUNTY, MUNICIP OR LOCAL, AND ALL SPECIAL ASSESSMENTS COLLECTED AS TAXES .".,HIGH AT THE TIME_DF FILING OF THIS MAP WITH THE COUNTY RECORDER ARE A LIEN AGAINST SAQ- PROPCM BUT NOT YET PAYABLE, AND SAID BOND HAS BEEN DULY APPROVED BY SAID BOARD 0 ERVISORS. DATED: . 20 CASH OR SURETY TAX BOND MATTHEW JENNINGS COUNTY TAX COLLECTO&` BY. / DEPUTY SCHEDULE "I" SEC. 14, T.6S., R.3W., SBM IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PA HPm"' CEL MAP N 0,e 33 739 BEING A SUBDIVISION OF THE WEST HALF OF THE NORTHEAST QUARTER AND A PORTION OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN PROACTIVE ENGINEERING CONSULTANTS, INC. JUNE, 2021 SCALE: 1 "= 300 ' rr r r rr .rr PALOMAR CHAPARAL VIEW DRIVE ROAD CHAMPAGNE DRIVE (K GARBANI ROAD i 1 ¢ r1 I o J L, (N8926'03"W 1048.23' R12) 8 (479.99' R11) N89 27'02"W 1048.25' 479.94' 839.09 839.09'CALC. R11) SURVEYOR'S NOTES 9 �% i N89 2T13"W 1319.03' (N89 26'03"W 13t 9.08' R11) + t THIS PARCEL MAP CONTAINS 158.72 GROSS ACRES AND 139.69 NET ACRES. CALC. - CALCULATED ON. - DOWN ESTAB. - ESTABLISHED FD. - FOUND INT. - INTERSECTION SNF - SEARCHED, NOTHING FOUND REC. - RECORDED BK - BOOK & PAGE - RESTRICTED ACCESS RIGHTS. - AO R/W DEDICATED & ACCEPTED AS NOTED - O R/W DEDICATED & NOT ACCEPTED AS NOTED BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING "N89 20'16"W" BEING THE CENTERLINE OF SCOTT ROAD, AS SHOWN ON PARCEL MAP 6449, P.M.B. 19%24, RECORDS OF RIVERSIDE COUNTY. MONUMENT NOTES o SET A 1" IRON PIPE TAGGED "LS 9106", DN. 0.1' OR LEAD, TACK, & TAG "LS 9106" AT ALL LOT CORNERS, ANGLE POINTS IN SIDE OR REAR LOT LINES, AND ANGLE POINTS IN SUBDIVISION BOUNDARY, C UNLESS OTHERWISE NOTED. -- SET LEAD, TACK, & TAG "LS 9106" FLUSH IN TOP OF CURB ON SIDE v LOT LINES PROJECTED (RIV. CO. STD. "E"). SET LEAD, TACK, & TAG "LS 9106" FLUSH IN TOP OF CURB FOR BCs, ECs, PCCs, PRCs, & CORNER CUTBACKS PROJECTED PERPENDICULAR OR RADIAL FROM CENTERLINE (RIV. CO. STD. "E"). ALL MONUMENTS SHOWN AS "SET" SHALL BE SET IN ACCORDANCE WITH COUNTY ORDINANCE 461.10 AND IN ACCORDANCE WITH THE TERMS OF THE MONUMENTATION AGREEMENT FOR THIS MAP. 0 - FOUND MONUMENT AS NOTED. 0 - I- IRON PIPE TAGGED "LS 9106" TO BE SET FLUSH, UNLESS OTHERWISE NOTED. ❑1 - FOUND 1 "IP & PLASTIC PLUG STAMPED "RIV CO TRANS" NO REFERENCE, IN LIEU OF 2" BRASS DISK STAMPED " CAL. DEPT. OF TRANS. P.I. ANTELOPE RD. & SCOTT RD. ACCEPTED AS q INTERSECTION OF SCOTT ROAD & ANTELOPE ROAD, PER R3 �2 - SNF, ESTABLISHED NW CORNER OF R3 PER TIES, PER CORNER RECORD 10-0502. 1 "IP & TAG "LS 9106" TO BE SET FLUSH a3 - SNF, ESTABLISHED q INTERSECTION PER TIES PER COUNTY TIE BOOK 85-112. 1 "IP & TAG "LS 9106" TO BE SET FLUSH 4] - FOUND STEEL ROD, ON. 0.8 , ACCEPTED AS REMNANT OF 1-112- BRASS DISK STAMPED "LS 5306" PER R2. 1 "IP & TAG "LS 9106" TO BE SET FLUSH F51- FOUND 1 "IP & ILLEGIBLE PLASTIC PLUG, DN. 0.2' & TIES PER CORNER RECORD 10-0501. ACCEPTED AS q INTERSEC7ON, PER MB 340138-44. TAG "LS 9106" TO BE SET a- FD. 1 "IP & TAG "RCE 28946", ON. 0.1' ACCEPTED AS INTERSECTION, PER R10 R7 - FOUND 1 "IP & PLASTIC PLUG "LS 5820" FLUSH, PER R11 ❑g - FOUND 17IP & ILLEGIBLE PLASTIC PLUG, DN. 0.2, IN LIEU OF PLASTIC PLUG RCE 24102. ACCEPTED AS q INTERSECTION & NORTH 114 CORNER, SECTION 14, PER R11. TAG "LS 9106" TO BE SET R9 - FOUND 1 "IP & PLASTIC PLUG "LS 6935" FLUSH, NO REFERENCE, ACCEPTED AS q INTERSECTION, PER R12 10 - SNF, ESTABLISHED AT RECORD DISTANCE PER REFERENCE AS NOTED ALONG q HALEBLIAN ROAD 11 - FD. 1 "IP & TAG "RCE 28946", ON. 0.1, NO REFERENCE, ACCEPTED AS � INTERSECTION, PER RIO RECORD REFERENCES o0 () - RECORD DATA AS NOTED (] - RECORD DATA PER R1 {J - RECORD DATA PER R2 R1 - PARCEL MAP NO. 6449, PMB 19124 R2 - TRACT NO. 27776, MB 26311-5 R3 - TRACT NO. 22740, MB 193 80-81 R4 - PARCEL MAP NO. 12480, PMB 65166 R5 - PARCEL MAP NO. 12577, PMB 65159 R6 - PARCEL MAP NO. 12983, PMB 66124 R7 - PARCEL MAP NO. 12701, PMB 70199 R8 - PARCEL MAP NO. 13794, PMB 76185 R9 - TRACT NO. 13057, MB 165144-45 R10 - TRACT NO. 31383, MB 402190-99 R11 - TRACT MAP NO. 29074-1, MB 308133-37 R12 - TRACT NO. 28206-1, MB 42816-11 R13 - DEED REC. 9/13/1949 IN BK 11071503 R14 - DEED REC. 9/20/1949 IN BK 11091280 LINE TABLE (THIS SHEET ONLY NO. BEARING DISTANCE L1 N003953"E N00 440.53"E 236.70' 236.67- L2 N012553"E (N012652"E R9) 387.74' M.&R9 SNF, ESTAB. SOUTH 114 CORNER BY SINGLE PROPORTION, PER R2. 1 N89'19'44 "W (NB9'19'20"W R3) 1105.89' (1105.76' CALC.R3) 471.10' 634.79' (634.68' R3) - (471.08' R3) THARIC i AI©° 22740 J � 2 ANTELOPE ROAD SHUTES CIRCLE rn V- 0 to 0 N O LO SNF N 0 ui n 0 N W 4 r-, J Q U 0 (1r U) j 0 N 0 N W. 112, N.E. 114, SECTION 14 T, 6 S, R. 3 W., S.B.M. PORTION W. 112, S E 114, SECTION 14 T. 6 S., R 3 W., S.B.M. W w SEE SHEET 7 d- rn 0 co 30'J 10 30'- g (31 u) 0 10 30' 0 LO of o �0: Z� 10 � r LL! 30'- Q c° of SEE SHEETS 4,6&7 10 Kii U d- 0 0 N � N 0 � U) `r 0 N u') I 30'- 10 d- 0 toJ wi Q co� 10 SEE SHEET 7 30' tl SHEET 2. OF 9 SHEETS SEE SHEET 3 FOR EASEMENT NO TES. 0 w w i a 6 11 11 12 N89 27'13"W 1319.06' (N89 2625"W 1319.07' R10) 14 13 co N j B�-PER R8 N uo EURTON LANE co 0 n 0 N io 0 co N -PER R7 MERJANIAN ROAD-� 0 N to N -PER PUB 9317 p°[�°o°O�C� GARLAND LANE PER R6 WICKERD ROAD —� p � ,5169 PER R5 AFTON LANE —I -PER R4 LORETTA AVENUE -PER PMB 40157 A16.00'N8920'16"W1319.20'545.09' 1545.0T 1319.21' [1318.77'1 11319.17'j N89 21'25"W (N89 20'16"W] �'-- N8920'16"W IN89'19'22"Wi 1864.30' 11864.24'j� (BASIS OF BEARINGS) LITTLE REB PLACE SCOTT ROAD _--- J � BELLAMY LANE TRACT�70° 27770 M.D. 2000 �l - g FD. 1 "IP & TAG "RCE CAPANO BAY COURT FD. 1-112" BRASS DISK 14358" FLUSH, PER R2 STAMPED IS 5306" FLUSH, PER R9 1318.78' (1318.77'] 14 1 13 231 24 PORTION OF PARCEL 5 z IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA P A I==% A'"NCEL MAP NO,. 3373%9AO01' BEING A SUBDIVISION OF THE WEST HALF OF THE NORTHEAST QUARTER AND A PORTION OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN PROACTIVE ENGINEERING CONSULTANTS, INC. JUNE, 2021 A C LOT 'A' GARBANI ROAD PARCEL 5 LOT 'G' Q 2 Q SHEET 5 0 F-- PARCEL 6 LOT 'F' LOT 'M' PARCEL 2 SHEET 4 /O SHEET 7 LOT 'B' PARCEL 4 LOT LOT 'J' GARBANI ROAD p�pp so 85 gA �� 0 gg poi pap pro ppa��po 0 o 23 1 II GARLAND LANE p Soo. C) ( p 0 m I Z � I m LOT 'E' Q I WI CKERD ROAD ppmoo��� 0 PARCEL 3 I pp° p g a �� 60 SHEET 6 LOT Y LOT 'L' PARCEL 1 0 0 i III SHEET 3 OF 9 SHEETS SEE SHEET 2 FOR SURVEYORS NOTES, BASIS OF BEARING AND MONUMENT NOTES. GARBANI ROAD SCOTT ROAD VICINITY MAP NO SCALE EURTON LANE MERJANIAN ROAD GARLAND � LANE Q Q WI CKERD ROAD m W � Z NOTES LOTS 'A' THROUGH 'M', INCLUSIVE, ARE NOT SEPARATE BUILDING SITES AND ARE FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES. EXISTING EASEMENTS (D - AN EASEMENT FOR SEWER PIPELINES PURPOSES, IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT RECORDED OCTOBER 5, 1994 AS INSTRUMENT NO. 386190 O.R. O2 - AN EASEMENT PUBLIC ROAD AND DRAINAGE PURPOSES, INCLUDING PUBLIC U77LITY AND PUBLIC SERVICES PURPOSES, IN FAVOR OF THE COUNTY OF RIVERSIDE RECORDED AUGUST 18, 2008 AS INSTRUMENT NO. 2008-0453434 O.R. O- AN EASEMENT PUBLIC ROAD AND DRAINAGE PURPOSES, INCLUDING PUBLIC U77LITY AND PUBLIC SERVICES PURPOSES, IN FAVOR OF THE COUNTY OF RIVERSIDE RECORDED AUGUST 18, 2008 AS INSTRUMENT NO. 2008-0453435 O.R. EASEMENT NOTES DRAINAGE EASEMENT - NO BUILDING, OBSTRUCTIONS, OR ENCROACHMENTS BY LANDFILLS ARE ALLOWED. O- AN EASEMENT FOR ACCESS INGRESS AND EGRESS PURPOSES, RETAINED HEREON. O- AN EASEMENT FOR WATER PIPELINE AND ACCESS PURPt')sES DEDICATED HEREON TO EASTERN MUNICIPAL WATER DISTRICT. - AN EASEMENT FOR SEWER PIPELINE, WATER PIPELINE AND ACCESS PURPOSES DEDICATED HEREON TO EASTERN MUNICIPAL WATER DISTRICT. ENVIRONMENTAL CONSTRAINT NOTE AFTON LANE ENVIRONMENTAL CONSTRAINT SHEET AFFECTING THIS MAP IS ON FILE AT THE CITY OF MENIFEE PUBLIC WORKS AND ENGINEERING DEPARTMENT, IN E.C.S. BOOK, PAGE m gp,p VARGEL G' LORETTA AVENUE 0 SCALE: 1 "= 250 ' SCOTT ROAD IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA N'kOo ON PA R CEL MA P 33730V BEING A SUBDIVISION OF THE WEST HALF OF THE NORTHEAST QUARTER AND A PORTION OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN PROACTIVE ENGINEERING CONSULTANTS, INC. JUNE, 2021 PALOMAR ROAD I CHAPARRAL VIEW DRIVE , o U*) N89727'13"W 479.94' o `n 839.09' 64.44' I � 'A' GARBANI ROAD co to co-' LOT o (PUBLIC STREET) (6 0-L4 L21 N89 27'13"W L1 CS L22 539.61' 401. / w 'o SEE DETAIL 'A' B o ON SHEET 8 r- 0 N 42' " o Z O N r A ICI It L0Qn II n �" O PARCEL 5 20.25 ACRES (GROSS) r o 16.57 NET (NET) L1 8 0 t° C SEE DETAIL 'B' ON SHEET 8 4 2' 321 PORTION OF N l PARCEL 5 N56'O7'15"E R - - - - N86'33'44" E 190.35 N892656"W L17 L14 L29 / L 16 L O N37'3O'18"W (R) �t r- r- ► - "f 7 c= i �.► LINE TABLE (THIS SHEET ONLY) NO. BEARING DISTANCE L1 N89 46'S7"W 42.00' L2 N7O'16'23"E 23.45' L3 NO0 3247"E 68.00' L4 N89 27'13"W 86.49' L5 N76 28'11 "W 35.61' L6 N89 27'01 "W 37.00' L7 N89 46'S9"W 37.00' L8 N45'13'21 "E 49.28' L9 N89 4639"W 75.40' L1O N85'13'01"E 6.02' Lll N41'19'40"E 52.26' L12 N89 46'S9"W 42.00' L13 N40 01 '19"W 171.93' L14 N89 2734"W 87.93' L15 N89 27'34"W 50.31' L16 N892734"W 37.62' L17 N89 26'56"W 101.05' L18 N742639"E 7.00' L19 N1533'21 "W 29.14' L20 N1533'21 "W 84.09' L21 N89 27'13"W 64.51 ' L22 N7733'45"E 35.61' L23 N68 0839"W 21.47' L24 N89'47'03"W 37.00' L25 N40'01 '19"W 151.59' L26 N4001 '19"W 20.34' L27 N85 2527"W 34.03' L28 N44'38'15"E 16.49' L29 N76'07'27"E 61.45' L30 NOO'12'57"E 28.33' L31 N89 27'01 "W 8.00' L32 N46'19'37"E R 3.00' L33 N09'1431 "E 39.90' L34 NO3 27'11 "W 24.26' L35 N09'14'31 "E 23.85' L36 N15'12'26"E 31.52' L37 N08'19'O7"W 79.12' L38 N53 21 '08"W 72.40' L39 N43'19'06"W 66.47' L40 N0032'47"E 68.00' 120' s G L27 ��� C SEE DETAIL 'B' �s ON SHEET 8 C6, s ' RSa S. OS ,06' .sue. �+ SEE DETAIL 'G' Q- ON SHEET 8 A C �� C PARCEL 6 CURVE TABLE (nIS SHEET OIVLY) NO. RADIUS DELTA LENGTH Cl 48.50' 14 5925" 12.69' C2 39.00' S 57'S5" 4.06' C3 39.00' 12 41 '42" 8.64' C4 48.50' 1241'42" 10.75' C5 340.00' 6 27'13" 38.30' C6 558.00' S 20'26" 52.01' C7 600.00' S 20'26" 55.93' C8 632.00' 3 39'04" 40.27' C9 1 768.00' 6'08'34" 82.34' CIO 1 810.00, 8'09'17" 115.28' Ci l 810.00' 24 27'S8" 345.88' C12 842.00' 9 31'36" 140.00' C13 842.00' 14'5621" 219.54' C14 768.00' 18'1924" 245.61' C15 600.00' 15'4624" 165.18' C16 768.00' 24 27'S8" 327.95' C17 345.00' 7'51'27" 47.31' C18 635.00' 1'41'22" 18.72' SCALE: 1"= 120' 60' 120' 240' r- 1i cn N � � N GD � o PARCEL 4 22.85 ACRES (GROSS) 20.12 NET (NET) 0 0 SEE DETAIL 'C' ON SHEET 8 Z 35 ' °w 0 ^2 N11'14'12"W (R) oF----- Z C5 C J�"j � L10CL12 C2o N 55' 42' s� rn rn ai W Lu W O O ►-no Lo 1319.03' o' 56.56' 0 o eh o� 977.64' 659.91' NS9• �659 xw o O o PARCEL 3 z Z -- - r- r- ^ ► i r- I -T L23 SHEET 4 OF 9 SHEETS SEE SHEET 2 FOR SURVEYORS NOTES, BASIS OF BEARING AND MONUMENT NOTES SEE SHEET 3 FOR EASEMENT NOTES. N 0 N 137' 30'n � I � 30' Lo QD O ILo J rn 100 w to W z 7'--� f -- 137' LA q EURTON LANE MERJANIAN ROAD 150' IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA mmm�k CEL M A AH P N p A A ji A 33 73 004' BEING A SUBDIVISION OF THE WEST HALF OF THE NORTHEAST QUARTER AND A PORTION OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN PROACTIVE ENGINEERING CONSULTANTS, INC. JUNE, 2021 r- r- - ► ► r- r--r A f C SEE DETAIL 'B' PORTION OF �p� ON SHEET 8 PARCEL 5 PARCEL 5 N56'07'15"E (R) N86'33'44"E 190.35 N89 26'S6"W o L1 L2 L20 N L3 L4 n z � coo 0 <-,, c," N N37'30'18"W (R) F 18 SEE DETAIL 'B' ON SHEET 6 LINE TABLE (THIS SHEET ONLY) NO. BEARING DISTANCE Ll N8926'56"W 101.05' L2 N89 2734"W 87.93' L3 N89 2734"W 37.62' L4 N892734"W 50.31' L5 N40'01'19"W 171.93' L6 N45 21 '45 "W 315.94' L7 N89'46'59"W 42.00' L8 N41 *19'40"E 52.26' L9 N45'18'48"W R) 42.00' L10 N76'45'01 "E 59.57' Lll N3937'15"E 28.35' L12 N00'13'03"E 1475.40' L13 N00'13'03"E 1926.67' L14 N89'46'57"W 74.00' L15 N89'46'57"W 33.58' L16 N40'01'19"W 151.59' L17 N40'01'19"W 20.34' L18 N85 2527"W 34.03' L19 N44 38'15"E 16.49' L20 N76'07'27"E 61.45' L21 N46'1937"E R 3.00' L22 N09'14'31 "E 39.90' L23 NO3 27'11 "W 24.26' L24 N09'14'31 "E 23.85' L25 N15'12'26"E 31.52' L26 N2129'00"E 24.63' L27 N21'48'29"E 144.15' L28 N5022'53"E 39.83' L29 N7739'41 "W 1 22.37' L30 N55 5635"E 1 11.00' CURVE TABLE (THIS SHEET ONLY) NO. RADIUS DELTA LENGTH Cl 842.00' 931'36" 140.00' C2 810.00, 24'2758" 345.88' C3 810.00, 8*09'17" 115.28' C4 768.00' 6'0834" 82.34' C5 558.00' S 2026 " 52.01 ' C6 600.00' S 20'26" 55.93' C7 632.00' 339'04" 40.27' C8 695.00' 21'15'59" 257.96' C9 600.00' 23'12'11 " 242.98' C10 1 600.00' 45'12'16" 473.38' Ci l 600.00' 0*1935" 3.42' C12 345.00' 7 51 '27" 47.31 ' C13 635.00' 1'41'22" 18.72' C14 48.50' 12'41'42" 10.75' C15 1 39.00' 12'41'42" 8.64' C16 39.00' 5'57'55" 4.06' C17 48.50' 14'5925" 12.69' C18 49.50' 7'30'45" 6.49' C19 67.00' 7'30'45" 8.78' C20 1 568.00' 6 45'07" 66.93' C21 48.50' 12'41'00" 10.74' C22 250.50' 11 '47'02" 51.52' C23 49.00' 46 23'45" 39.68' C24 568.00' 0'59'05" 9.76' SCALE. 1 "= 150' 75' 150, 300' 32.00' 61.25 =< o d- � M N VGA CAN 1 (PUBLIC STF 600' . r- r- �;cc ► icc ► r- r--r- -� �r► � SHEET 5 OF 9 SHEETS SEE SHEET 2 FOR SURVEYORS NOTES, BASIS OF BEARING AND MONUMENT NOTES SEE SHEET 3 FOR EASEMENT NOTES. sr. st n -O O O 0 � N N N 659.91 ' --- PARCEL 4 SEE DETAIL 'C' ON SHEET 8 SEE DETAIL 'D' ON SHEET 9 \ SEE DETAIL 'E' ON SHEET 9 PARCEL 3 I- Lij Lij Lij Lij (.1 ) (4) Lij "r Lij bi (.1 ) o j IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PARCEL MAP NO. 3373u,"lilga�' BEING A SUBDIVISION OF THE WEST HALF OF THE NORTHEAST QUARTER AND A PORTION OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN PROACTIVE ENGINEERING CONSULTANTS, INC. JUNE, 2021 r- r- t r- r-r ^ r- r- -3 21 SCALE: 1 "= 120' 120' 0 60' 120' 240' CURVE TABLE (THIS SHEET ONLY) NO. RADIUS DELTA LENGTH Cl 340.00' 6 27'13" 38.30' C2 695.00' 21 '15'S9" 257.96' C3 600.00' 23'12'11 " 242.98' C4 642. 00' 23'12'11 " 259' 99' C5 600.00' 4 5339" 51.25' C6 600.00' 0'19'35" 3.42' C7 48.50' 15'38'31 " 13.24' C8 561.50' 5'06'13" 50.02' C9 50.00' 29'08'35" 25.43' C10 66.50' 29'08'35" 33.82' C11 66.50' 15 29'20" 17.98' C12 66.50' 24'10'17" 28.05' C13 568.00' 0 59'05" 9.76' C14 49.00' 46 23'45" 39.68' C15 250.50' 11 *47'02" 51.52' C16 48.50' 1241'00" 10.74' C17 568.00' 645'07" 66.93' C18 67.00' 730'45" 8.78' C19 49.50' 7'30'45" 6.49' C20 48.50' 14 5925" 12.69' C21 39.00' 1 S 57'S5" 1 4.06' C22 1 39.00' 12 41'42" 8.64' C23 1 48.50' 12 41'42" 10.75' 480' PARCEL 6 95 N76 01 '45"W (PRC) .41 N5734'46"W (R) o, ^ r- r- -I i r- r-r - - - - v� SEE DETAIL 'E' ON SHEET 9 0 N o^ N50-49.40"W (R) _ G� W �:v Lo C16 F N52-18.08"W (PRC) N4031'06"W (PCC)04 G1h 32.00' 61.25'- B SEE DETAIL E ON SHEET 9 (Ri "�� ! L15 ��%� '�� ��, 0 , 6p0 113 _30 C14 / � 03„ 6g.44 �� g8 �4 k2 0 0bcq� . 1 L32 _ � _22 16" 45'12, ;6 C5_ �, N ds C SEE DETAIL 'E' L20 0 L19 �� �N00 06'32"W (R) f ON SHEET 9 37' 37' PARCEL 2 o t O r- Z Lli V) 37' 1 37' W $w w 0 0 0 Z Z Z ..:c_L= -riL-i- i LINE TABLE (THIS SHEET ONLY) NO. BEARING DISTANCE L1 N00'13'01 "E 327.01' L2 N8946'59"W 42.00' L3 N41 '19'40"E 52.26' L4 N85'13'01 "E 6.02' L5 N89'46'39"W 75.40' L6 N45'13'21 "E 49.28' L7 N89 446'59"W 37.00' L8 N67'17'15"W 8.66' L9 N00'12'57"E 33.07' L10 N44 47'03"W 21.21' L11 N45'12'57"E 21.21' L12 N00'12'57"E 75.93' L13 N4446'57"W 63.64' L14 N50'0722"W 66.96' L15 N76'45'01 "E 59.57' L16 N45'18 48"W (R) 42.00' L17 N05'0012'W R 42.00' L18 N3937'15"E 28.35' L19 N89 46'S7"W 74.00' L20 N89 46'S7"W 37.00' L21 N00'13'03"E 61.26' L22 N8946'57"W 33.58' L23 N24 2542"E 3.90' L24 N24 2542"E 8.01 ' L25 N00'13'01 "E 99.37' L26 N00'13'01 "E 52.18' L27 N15'42'21 "E 58.03' L26 N39'52'38"E 46.38' L29 N63'13'26"W 60.57' L30 N89 446'S7"W 33.58' L31 N55 5635"E 11.00' L32 N7739'41 "W 22.37' L33 N50 22'S3"E 39.83' L34 N2129'00"E 24.63' L35 N15'12'26"E 31.52' L36 N09'1431 "E 23.85' L37 NO3 27'11 "W 24.26' L38 N09'14'31 "E 39.90' L39 N08'19'07"W 79.12' L40 N53'21'08"W 72.40' L41 N43'19'06"W 66.47' a C23 C22 C21 J C20 �' 55' �LOT'G' C SEE DETAIL 'C' ON SHEET 8 C1 N11'14'12"W (R) �j L4 w v � 42' N rn CV 0 pj N o� � N Lo u `� w O O O O u o 0 Z Z �- r hoin o� ) rN` A NON N^N SEE DETAIL 'D' ON SHEET 9 \ SEE DETAIL 'E' ON SHEET 9 1� 42s\ V N v U a N61 '0426 "E (PRC) o�------ n to N J r-A PARCEL 4 g6 16�36 9,10- L5 PARCEL 3 30.95 ACRES (GROSS) 27.76 NET (NET) N68-14-03"E (PCC) v� N56 28'48"E (R) 0r''s `rS N27'01'01 "E (R) �o N09'0724"E (PRC) O N / 557 cla / N26'58'49"E (R)� / / v CT LN21 '52'35"E (R) w PARCEL 1 0 aT Lo o "� o +z SHEET 6 OF 9 SHEETS SEE SHEET 2 FOR SURVEYORS NOTES, BASIS OF BEARING AND MONUMENT NOTES SEE SHEET 3 FOR EASEMENT NOTES. co N c GARLAND LANE J � w 04 I� JV�L7 N J 30, W 0 30' 04 ai o Z !moo 1� /q WfCKERD ROAD { C> .Q Y Zw ' Q Lo Lo J � U coUzi m Q � Cai co I N �AFTON LANE Lo cp O 30' o� Z 30' NT. 7. �934 o�"ly 8�+ I o ! o L L8 L7 LOT 'L' ;W N,r, Ylo Oo rn (o z r7 Cl Cl IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PAH'"�CEL MAP 4 33739 BEING A SUBDIVISION OF THE WEST HALF OF THE NORTHEAST QUARTER AND A PORTION OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN PROACTIVE ENGINEERING CONSULTANTS, INC. JUNE, 2021 �i irr-T "f7L1- 1 CIV 0o a N76'01 '45"W (PRC) SEE DETAIL 'D' C18 A. N C ON SHEET 9 PARCEL 6 N57'34'46"W (R) IV U ' SEE DETAIL �i ON SHEET 9Lo A C \ \V co N �Q'J�� 41 N50'49'40"W (R) _ G, C,• G ri - - - - C16 11 '� N52'18'08"W (PRC) �; O� mammm 30' � 'o N31'06"W (PCC) �,'�� SEE DETAIL 'E' 40SEE DETAIL 'E' 8 I � ON SHEET 9 lR� ON SHEET 9 04 a q� �g y5o, C C13I C14 '03 olb L25 'I�' 6�2 r V I L34 p, 6a.�4 �o 32. 00L2 q.5'12 7, C4 C3_ rry N p- 61.25' N_,� C SEE DETAIL 'E' v L22 ON SHEET 9 L21 �NOO'06 32 W (R) ., N61'0426"E (PRC) s4 SCALE. 1 "= 120' �. o IO 120' 0 60' 120' 240' 480' ro J OR _ 37' 37' I n � 7 0 0 tl tt N cD ow PARCEL 3 N68'14.03"E (PCC) \R C14 v � W PARCEL 2 All C3\ 25.67 ACRES (GROSS) 22.61 NET (NET) N56 28'48"E (R) co s I h M \ss p' N27 01 '01 "E (R) N �� �i9. I N21 51 31 "E (R) i N09'07'24"E (PRC) k II o / 4-- 5 06- / Cg 4 723000 .9/ Z N26 58'49"E (R)� C l o 3g0-v �N21 '52'35 "E (R) 8g. Q)co a' Lll L12 t �w PARCEL 1 0 20.57 ACRES (GROSS) z 17.47 NET (NET) SEE DETAIL 'F' 37 1 1 \J ON SHEET 9 L 19 N89'46'57"W 682.21 ' w U W in ? i 00� 0 z z L 17 N89 20'16 "W L18 200.12' Cil L29i C12 N8920'16"W Nco 3 LOT V N-y-4- - - J 00 30.00' N89 20'16"W 62.0�4-� N SCOTT ROAD L26 ,N89 20'16"W 1 i (PUBLIC STREET) We SHEET 7 OF 9 SHEETS SEE SHEET 2 FOR SURVEYORS NOTES, BASIS OF BEARING AND MONUMENT NOTES SEE SHEET 3 FOR EASEMENT NOTES. �q AFTON LANE CURVE TABLE (THIS SHEET ONLY) NO. RADIUS DELTA LENGTH Cl 600.00' 23'12'11 " 242.98' C2 642.00' 23'12'11 " 259.99' C3 600.00, 45339" 51.25' C4 600.00' 0'19'35" 3.42' C5 66.50' 247O'l7" 28.05' C6 66.50' 15 29'20" 17.98' 6,50 " 338 ' C8 50.00' 29'0835" 25.43' C9 561.50' S 06'13" 50.02' C10 48.50' 15 3831 " 13.24' C11 25.00' 3'10'29" 1.39' C12 252.75' 3'10'29" 14.00' C13 568.00' 0 59'05" 9.76' C14 49.00' 4623'45" 39.68' C15 1 250.50' 11 *47'02" 51.52' C16 48.50' 12'41'00" 10.74' C17 568.00' 1 6 445'07" 66.93' C18 67.00' 730'45" 8.78' C19 49.50' 730'45 ' 6.49' �q LORETTA AVENUE mm w 130' _ N N r- 0 37' 30' W z �n N L30Lj Z 846.30' - 3 - - �- -L0N N - 1319.20' 30.00' N 57.87' U) 1282.21' LINE TABLE (THIS SHEET ONLY) NO. BEARING DISTANCE L1 N45'18'48"W R 42.00' L2 N76'45'01"E 59.57' L3 N50'0722"W 66.96, L4 N63'13'26"W 60.57' L5 N39'52'38"E 46.38' L6 N1542'21 "E 58.03' L7 N00'13'01 "E 52.18' L8 NOO'13'01 "E 99.37' L9 N24'25'42"E 8.01' L 10 N24'25'42 "E 3.90' Lll N67*17'15"W 8.66' L12 N89'46'59"W 37.00' L13 N00'12'57"E 33.07' L14 N44'47'03"W 21.21' L 15 N45 *12'57"E 21.21 ' L16 N44'46'57"W 63.64' L17 N89'46'57"W 74.00' L18 N89'46'57"W 37.00' L19 N89'46'57"W 74.00' L20 N39 37'15"E 28.35' L21 N894657"W 74.00' L22 N89'46'57"W 37.00' L23 N00'13'03"E 61.26' L24 N05 00'12"W R 42.00' L25 N89'46'57"W 33.58' L26 N89 20'16"W 37.00' L27 N49'13'54"W 33.91' L28 N00'39'44"E 94.00' L29 N86'09'47"W 100.65' L30 N55 22'10"E 24.60' L31 N89'47'03"W 37.00' L32 N00'39'44"E 68.00, L33 N55 5635 "E 11.00' L34 N7739'41 "W 22.37' L35 N50'22'53"E 39.83' L36 N21 '46'29 "E 144.15' L37 N2129'00"E 24.63' M-1 IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA CEL A m'aA P N PAH Oo 33 73 9A00"' BEING A SUBDIVISION OF THE WEST HALF OF THE NORTHEAST QUARTER AND A PORTION OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN PROACTIVE ENGINEERING CONSULTANTS, INC. JUNE, 2021 SEE DETAIL 'B' BELOW > LL ! S LL s� .60• Rs� F �'9 DETAIL 'G' NO SCALE SEE SHEET 4 CNN , O c, Z va c� o� L5 255,36„E �R cr. N6i r �\ �O 6, \\ a%. \ 0� 0 jNv'a� e O. \r N56 07'15"E N89 2734"W /- - - - - ( ) -87.93' 3 7.62' 50.31 ' i2so• v\ k2, 0, o. s- 110 00. PARCEL 6 cgs. aid <0 PARCEL 4 <0 ^ \ Q' PARCEL 5 LINE TABLE (THIS SHEET ONLY) NO. BEARING DISTANCE L1 N0033'04"E 23.34' L2 N89 2656"W 37.00' L3 N00 32'47"E 23.33' L4 N65 32'19'E 42.00' L5 N6532'19"E 42.00' L6 N4438'15"E 37.83' L7 N4438'15"E 40.11' L8 N46'19'37"E 3. 00' L9 N4521'45"W 315.94' L 10 N85'13'01 "E 30.87' L11 N0327'11"W 24.26' L12 N85'13'01 "E 38.30' L13 N85'13'01 "E 6.02' L 14 N09'1431 "E 23.85' L 15 N15'12'26 "E 31.52' L16 N89 46'59"W 42.00' L17 N85 2527"W 34.03' L18 N44'36'15"E 16.49' L19 N0543'48"E 37.27' L20 N8332'42"E 37.27' CURVE TABLE (THIS SHEET ONLY) NO. RADIUS DELTA LENGTH Cl 765.00' S 3732" 75.41' C2 340.00' 6 27'13" 38.30' C3 632, 00' 339'04" 40.27' C4 635.00' 1 '41 '22" 18.72' C5 48.50' 1241'42" 10.75' C6 39.00, 12'41'42" 8.64' C7 39.00' S 5755" 4.06' C8 48.50' 14 5925" 12.69' N76 p72�„� 61.45, PARCEL 6 PARCEL 4 .N� N3730'18"W (R) ti \ ss c \oo. ~�8 \ 6, � Rsiy c"r �s� s s� 's SEE DETAIL 'G' ABOVE �6 v ro U W } ff f ---35' 42'- N tp pW 55' Lo M =W SEE SHEET 2 FOR SURVEYORS NOTES, BASIS OF BEARING AND MONUMENT NOTES SEE SHEET 3 FOR EASEMENT NOTES. PARCEL 4 L10 \ z O z J w rn a. o o to c\I s� n CIW ^� 000 U � Q =W O c2 o L12 Z N L13 f� �6 D�� N 11 '14'12 "W (R)� {k\ L16 N 0 �i F- PARCEL 3 DETAIL 'C' SCALE SEE SHEET 4 GAR13ANI ROAD LOT 'A' N89 27'13"W 977.64' 1539. 61 ' 37. 00' 401. 03' fl) J J B L2 PARCEL 5 DETAIL 'A' NO SCALE SEE SHEET 4 SEE SHEET 4 N v 1 PARCEL 6 A�O� Rcy F T oto N (D N N Lo R. Lo N to PARCEL 3 SEE SHEET 6 8'34 � N05'00'12"W R IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PAH"a'6'CEL MAP NO,. 33739 BEING A SUBDIVISION OF THE WEST HALF OF THE NORTHEAST QUARTER AND A PORTION OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN PROACTIVE ENGINEERING CONSULTANTS, INC. JUNE, 2021 rL0• ss, •tip ��� 10 4- 00 A tis��s C RO �� N52'18'08"W (PRC) ti �00 o � N40 31'06"W (PCC) p� i SEE SHEET 6 SF F °Fr-�14 O DEFT , ff O f p � N sf �D N , N N O 37' 37' Ict Z Q W 0 Z O U J J Q a C� N89'46'57"W 74.00' 00 �a`� J ''� PARCEL 3 A�' 37' 37' w � w tLJK00. O• i� N \ Ir9�\��� O ro 0 0 \� jy o� z\� Aso ssq_ \ CURVE TABLE THIS SHEET ONLY) NO. RADIUS DELTA LENGTH Cl 49.50' 7'30'45" 6.49' C2 67.00' 7'30'45" 8.78' C3 48.50' 12'41'00" 10.74' C4 568.00' 0 59'05" 9.76' C5 1 568.00' 0 2523" 4.19' C6 642.00' 138'37" 18.42' C7 600.00' 0*1935" 3.42' C8 642.00' 5 2453" 60.67' C9 642.00' 417'08" 48.02' c�oa3 -0370 Oe `t 10 SHEET 9 OF 9 SHEETS SEE SHEET 2 FOR SURVEYORS NOTES, BASIS OF BEARING AND MONUMENT NOTES SEE SHEET 3 FOR EASEMENT NOTES. PARCEL 2 L22 o 0 c)N B N o o N89'46'57"W * z 682.21' b 38.12' o o 10 L23 N PARCEL 1 Ui 0 O 0 zI 1 DETAIL 'F' NO SCALE SEE SHEET 7 LINE TABLE (THIS SHEET ONLY) NO. BEARING DISTANCE L1 N2129'00"E 24.63' L2 N21'48'29"E 144.15' L3 N88'07'57"E 26.38' L4 N13'53'08"W 24.31' L5 N50'2253"E 39.83' L6 N6831'00"W 28.50' L7 N2129'00"E 56.00' L8 N6831'00"W 28.50' L9 N7739'41"W 22.37' L10 N5556'35"E 11.00' L l l N00'20'39"W 5.00' L12 N89'05'46"E 11.00' L13 N0127'49"W 0.54' L14 N50'07'22"W 59.15' L15 N38'09'22"E 49.78' L16 N894657"W 33.58' L17 N3937'15"E 28.35' L18 N26'07'50"W 28.81' L19 N6327'12"E 57.42' L20 N26'07'50"W 28.41' L21 N45'18'48"W R 42.00' L22 I N89'46'57"W 37.86' L23 I N8 '46'57"W 36.25'