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mb497_081-0951 IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. TRA C T No,. 339 78 c BEING A DIVISION OF PARCEL 1 OF LOT LINE ADJUSTMENT NO. 220005, RECORDED FEHRUARY .6, 2022, AS INSTRUMENT NO. 2022-0080381 OF OFFICIAL RECORDS, AS DESCRIBED IN GRANT DEED RECORDED AS INSTRIINENT NO. 2022-106264, LYING WITHIN SECTION 15, TOWNSHIP 4, SOU774 RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN c ENGINEE.RING SOLUTIONS EUGENE A. SHAFTED L S, 4644 .la[4X 2022 RECORDER'S STATEMENT OWNER'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 "J" INCLUSIVE. THE DEDICATION IS FOR STREET AND PUBLIC UTILITY PURPOSES. AS A CONDITION OF DEDICATION OF LOT "I" WALNUT AVENUE, LOTS "G" AND "H" SHERMAN AVENUE, THE OWNERS OF LOTS 140, 141 AND 142 ABUTTING THESE HIGHWAYS AND DURING SUCH TIME WILL HAVE NO RIGHTS OF ACCESS EXCEPT THE GENERAL EASEMENT OF TRAVEL. ANY CHANGE OF ALIGNMENT OR WIDTH THAT RESULTS IN THE VACATION THEREOF SHALL TERMINATE THIS CONDITION AS TO THE PART VACATED. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: DRAINAGE EASEMENTS WITHIN LOTS 140 THROUGH 143, AND 146, AS SHOWN HEREON. THE DEDICATION IS FOR THE MAINTENANCE OF DRAINAGE FACILITIES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: WATER QUALITY (WQ) BASIN LANDSCAPE EASEMENT WITHIN LOTS 140 AND 141, AS SHOWN HEREON. THE DEDICATION IS FOR THE MAINTENANCE OF LANDSCAPING WITHIN THE WATER QUALITY (WQ) BASINS. WE HEREBY RETAIN ALL OF LOT 143, FOR OPEN SPACE TO PRESERVE THE ROCK OUTCROPPINGS AND VISUAL APPEARANCE OF THE LAND." AND FOR MAINTENANCE OF TRAILS LYING WITHIN OPEN SPACE LOT 143, AS SHOWN HEREON, FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES, AND LOT OWNERS WITHIN THIS TRACT MAP. WE HEREBY RETAIN ALL OF LOT 146, FOR OPEN SPACE, ACCESS TO LOT 143, AND MAINTENANCE OF TRAILS, SLOPES AND LANDSCAPING AS SHOWN HEREON, FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES, AND LOT OWNERS WITHIN THIS TRACT MAP. WE HEREBY RETAIN ALL OF LOTS 140, 141, 142, 143, 144, AND 145, FOR OPEN SPACE AS SHOWN HEREON, FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES, AND LOT OWNERS WITHIN THIS TRACT MAP. KB HOME COASTAL INC., A CALIFORNIA CORPORATION, OWNER BY: BY: ------ NAM NAME: ---- TITLE: �.-------- TITLE: NOTARY ACKNOWLEDGMENT A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT. STATE OF -.0-v'm 6, __, COUNTY OF _KiL7Qd=l L�f ON _�� u�t���_ I `1 L v_a -------------- BEFORE ME, A NOTARY PUBLIC, _ I ki CL_1�iY ��, PERSONALLY APPEARED --------- WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PERSON( WHOSE NAME(ss) IS/Af.E SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHIM€-Y- EXECUTED THE SAME IN HIS/HER-/ H R AUTHORIZED CAPACITY(fEs), AND THAT BY HIS/HED�EIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(-&), 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 FORGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND: SIGNATURE _ __ PRINT NAME c) Ltd I I � I J ✓!LDS ________ NUMBER: TAX BOND CERTIFICATE SHEET 1 OF 15 SHEETS FILED THIS SAY OF -5LftbsZ . 20 A ATJa:a3ilvl. IN BOOK 4497 nF MAPS, AT PAGES $1- 95 AT THE REQUEST OF THE CLERK OF THE BOARD. NO. I0"-0s.437 881 FEE 4 3 1. vv PETER ALDANA, ASSESSOR - COUNTY CLERK - RECORDER BY: `j(4d,i._ - DEPUTY SJDIVISIQN GUARANTEE: SURVEYOR'S STATEMENT 11A A 164W ?44C COMPANY THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF KB HOME COASTAL INC., A CALIFORNIA CORPORATION IN MAY, 2022. 1 HEREBY STATE THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED OR THAT THEY WILL BE SET IN ACCORDANCE WITH THE TERMS OF THE MONUMENT AGREEMENT FOR THE MAP AND THAT THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. THIS SURVEY IS TRUE AND, COMPLETE AS SHOWN. yANp sv� DATE ------ �_5�1-- -- 204 ` U&pla a z'�--- -- - �=- --- EDGE A. SHAFFER, L.S. 4 4 f C0� COUNTY SURVEYOR'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 NO. 33978 AS FILED,AMENDED AND APPROVED BY THE BOARD OF SUPERVISORS ON AUGUST 18, 2015, THE EXPIRATION DATE BEING SEPTEMBER 27, 2024; AND THAT I AM SATISFIED THIS MAP IS TECHNICALLY CORRECT. L LA1v� SG DATE: ------ 1-9-------------- 20 -------------------------------------- DAVID L. MCMILLAN, COUNTY SURVEYOR A No. 8488 z L.S. 8488 EXPIRES 12/31/24 F BOARD OF SUPERVISORS STATEMENT OCA 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 OF LOTS 'A' THROUGH 'I', INCLUSIVE, FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES, AND AS PART OF THE COUNTY MAINTAINED ROAD SYSTEM, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH COUNTY STANDARDS. THE OFFER OF DEDICATION OF LOT 'J' IS HEREBY NOT ACCEPTED. THE OFFERS OF DEDICATION MADE HEREON OF THE DRAINAGE EASEMENTS ARE HEREBY ACCEPTED FOR CONSTRUCTION AND MAINTENANCE OF DRAINAGE FACILITIES, AS PART OF COUNTY COMMUNITY FACILITIES DISTRICT No. 23-8M, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH COUNTY STANDARDS. THE OFFERS OF DEDICATION MADE HEREON OF THE WATER QUALITY BASIN LANDSCAPE EASEMENTS ARE HEREBY ACCEPTED FOR MAINTENANCE OF LANDSCAPE FACILITIES, AS PART OF COUNTY COMMUNITY FACILITIES DISTRICT No. 23-8M, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH COUNTY STANDARDS. MY PRINCIP L PLACE OF BUSINESS IS IN ,l(1P�JJ - __________- COUNTY. DATE: _ tom 1Z _______- 20� ATTEST: MY COMMISSION EXPIRES: Ste. aa�ozC� KIMBERLY RECTOR NY COMMISSION CLERK OF THE BOARD OF COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, SUPERVISORS ! HEREBY CERTIFY THAT A BOND IN THE SUM OF $_ -70Do 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: ---- 11�3 fi _!� , 20-A CAS OR SURETY BOND (THEW JENNINGS COUNTY TAX CO LECT BY: _______ _ , DEPUTY NOTICE OF DRAINAGE FEES NOTICE IS HEREBY GIVEN THAT THIS PROPERTY IS LOCATED IN THE PERRIS 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. UHAIKMAN Uh INt bUAKU Uh 5UF'tKVIJUKZ�i Ghuck wabh-10lon 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 CO��,ECTED AS TAXES NOW A LIEN BUT NOT YET PAYABLE, WHICH ARE ESTIMATED TO BE DATE: ___AV Eli L, 201.0 MATTHEW JENNINGS COUNTY TAX CO TECT BY: _ _ DEPUTY IP#220038 SEC. 15, TWP. 4, S., RNG. 3, W., S.B.M. SCHEDULE 'E' FTM33978 IN THE UNINCORPORATED TERRITORY OF RIVERSIDE SHEET 2 OF 15 SHEETS COUNTY, STATE OF CALIFORNIA. TRA C T No,. 33 9 78 BEING A DIVISION OF PARCEL 1 OF LOT LINE ADJUSTMENT NO. 220005, RECORDED FEBRUARY 16, 2022, AS INSTRUMENT NO. •� • 2022-0080381 OF OFFICIAL RECORDS, AS DESCRIBED IN GRANT DEED RECORDED AS INSTRU)ZffNT NO. 2022-106264, c • LYING WITHIN SECTION 15, TOWNSHIP 4, SOU774 RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN ENGINEERING SOLUTIONS EUGENE A. SHAFM L S. 4644 MAY, 2022 SURVEYOR'S NOTES: THIS MAP CONTAINS 146 NUMBERED LOTS AND 10 LETTERED LOTS. THIS MAP CONTAINS 53.85 ACRES GROSS. ��,,,, pp'� CC&Rs RECORDED 4 a0 20JYAS INSTRUMENT NO. c2WY_-Id2SJ88.:x_ R1 = PARCEL MAP NO. 32439, P.M.B. 216/62-68 R2 = TRACT NO. 32249, M.B. 411 /56-68 [ ]= RECORD AND MEASURED DATA PER LOT LINE ADJUSTMENT NO. 22005, REC. 2/16/2022 AS DOC. NO. 2022-00803881 O.R. UNLESS OTHERWISE NOTED. NOCO MONUMENT IS THE ANTENNA DRAINAGE EASEMENTS SHALL BE KEPT FREE OF BUILDINGS AND REFERENCE POINT OF THE CPS OBSTRUCTIONS. ANTENNA FOR CORS CPS POINT MONUMENT NOTES ALL MONUMENTS FOUND IN THE ORIGINAL BOUNDARY SURVEY FOR THIS MAP ARE SHOWN AND DESCRIBED ON SHEET 3. 1. * INDICATES FOUND MONUMENT AS DESCRIBED ON SHEET 3. 2. ©INDICATES SET 1" IRON PIPE WITH 2" ALUMINUM CAP STAMPED "A.V. GEOMATICS" & "L.S. 4644", FLUSH. 3.0 INDICATES SET 1" IRON PIPE WITH 2" ALUMINUM CAP STAMPED "A.V. GEOMATICS" & "L.S. 4644", FLUSH. 4. SET 1" IRON PIPE WITH 2" ALUMINUM CAP STAMPED "A.V. GEOMATICS" & "L.S. 4644" AT ALL REAR LOT CORNERS, UNLESS OTHERWISE NOTED. 5. SET NAIL AND TAG "L.S. 4644" ON TOP OF CURB (RIVERSIDE COUNTY STANDARD "E") AT AN OFFSET OF 9.75' FOR 56 FOOT ROW AND 12.75' FOR 76 FOOT ROW MEASURED RADIAL OR PERPENDICULAR FROM THE ROW TO THE CURB AT ALL LOT CORNER, ALL ROW BC'S, EC'S, PCC'S, PRC'S, AND CORNER CUTBACKS, UNLESS OTHERWISE NOTED.. 6. ALL MONUMENTS SHOWN AS SET SHALL BE SET IN ACCORDANCE WITH RIVERSIDE COUNTY ORDINANCE NO. 461.10 AND THE MONUMENT AGREEMENT FOR THIS MAP. -V7T7 INDICATES ACCESS RIGHTS RESTRICTED. BASIS OF BEARINGS THE BASIS OF BEARINGS AND COORDINATES FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 6, (EPOC 2010) BASED LOCALLY ON CONTROL STATIONS "CNPP", "MLFP", AND "NOCO" AS SHOWN HEREON. ALL BEARINGS ARE GRID. AND ALL DISTANCES ARE GROUND DISTANCES, UNLESS OTHERWISE NOTED. GRID DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY 0.999939345. NOCO N. 2,280,817.084' E. 6,161,339.180' MLFP MONUMENT IS THE ANTENNA REFERENCE POINT OF THE CPS ANTENNA FOR CORS CPS POINT N88.59'15"W 76340.79' GRID MLFP N. 2,279,468.201' E. 6,237,668.053' h �/ \\ ti 2 20' R6�� 16a rojh 44l9�`- 120114 4� -W \ S I2pS12 So\ GRjO 999 cReo 01r `\\ / `C�fc'S N_'83.41'27 CNPP "W 127452.91' MONUMENT N 38 '06'0 REFERENCE IS OF THE CPS 2"W 12759 32' GRID \ \\ ANTENNA FOR CORS CPS POINT _ CNPP N. 2,258,381.997' E. 6,149,1 10.959' POINT ' B' FA - \` N\44'I9 Fps. \ 1\12 5 \p GReO N83'06'02"Vy 21 7595.32 GRID NOTE: ENVIRONMENTAL CONSTRAINT SHEET AFFECTING THIS MAP IS ON F E IN THE OFF( OF THE RIVERSIDE COUNTY SURVEYOR IN ECS BOOK _, PAGE _$ THIS AFFECTS ALL LOTS. EASEMENT NOTE: AN EASEMENT ENTITLED "GRANT OF EASEMENT", IN A DEVELOPMENT AGREEMENT AND GRANT OF EASEMENT BETWEEN McCANNA HILLS LLC, A DELAWARE LIMITED LIABILITY COMPANY AND RONALD STEVEN PREISSMAN, TRUSTEE OF THE RONALD S. PREISSMAN FAMILY TRUST DATED OCTOBER 24, 2006, RECORDED AS INSTRUMENT NO: 2006-0781704 OF OFFICIAL RECORDS. EASEMENTS GRANTED IN THIS DOCUMENT ARE BLANKET IN NATURE AND AFFECT ALL OF PARCEL MAP NO. 32439 AS SHOWN ON THIS SHEET. SEE SHEETS 3 FOR BOUNDARY ESTABLISHMENT AND DETAILED FIELD SURVEY, REFERENCES TO ADJACENT SURVEYS OF RECORD. SEE SHEET 4 FOR BOUNDARY AND LOT LAYOUT WITHIN THIS FINAL MAP, DETAILS OF OPEN SPACE LOTS AND DATA, BOUNDARY DATA, AND SHEET INDEX. SEE SHEETS 5 THROUGH 15 FOR DETAILED LOT SETUP AND DATA. wo-PIRM 1111" DETAIL AID -NOT-TO-SCALE . O_R A_N GA -A V-E a xx Hz Ow O> c:. VICINITY SEE CONTROL AND VICINITY MAP BELOW POINT 'A' -' IDENTICAL POINTS SEE SHEET 3 FOR DESCRIPTION I SEARCHED AREA HIGH ON STEEq ROCKY SLOPE FACING WEST. NOTHING FOUND I NUEVO ROAD 1p, SHEET 3 OF 15 SHEETS IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. oo 3,jv,*,00- 0 n BEING A DIVISION OF PARCEL 1 OF LOT LINE ADJUSTMENT NO. 220005, RECORDED FEBRUARY 16, 2022, AS INSTRUMENT NO. 2022-0080381 OF OFFICIAL RECORDS, AS DESCRIBED IN GRANT DEED RECORDED AS INSTRUMENT NO. 2022-106264, LYING WMM SECTION 15, TOWNSHIP 4, SOU774 RANGE 3 WEST, SAN BERNARDINO BASE AND JdERIDIAN ENGINEERING SOLUTIONS EUGENE A. SHAFFER L.S. 4644 .MAY, 2022 L i -�- 2 5 9 T R ACT N 0. 3 2 2 4 175 7 8 P. M. N I r 0. 1 7 6/ 6 0 - 7 1 50 53 60 3 0� P . M B T 1 R A N O M. B 486 1 1871�1881 2 PUBLIC PARK 2 UNIMPROVED PARCEL M. B. 4 1 1/ 5 6- 6 8 63 I157I158I159, 1601161173M 174 (N89•45J23"W 1320.38' PER R1) CITY OF PERRIS (N89'45'12"W 1320.67'152 PER R1) 61 ❑1 62 89'45'27"W 1320.51 W A L N U T A V E N U E 89'45'09" 1320.54 --� 3 ( / :p -� N89'45'27"W 13 0. 9' CO RI I 89'45'09"Wfi.-4=3777PO 777 � DEDICATED RIG OF WAY PER FAIRVIEW FARMS I � co "t w o a 000 N N to p) 0 0 z Cn M N is zao v� OD C'J rn MW I✓ ) N W N O �z N b z N O^ 741TcT � o c c 00 N N M rn w w s x O p O (IV-) N N ") \ b b n-, Z v �CO o' zm Q'Q• CO �CO c N �CO N I 0 z� of Fa- Ib N M w N _W M �r I N ca /� N b Iz.�z O �CO c 2 Qj a' Q. ALNUT ADDITION NO. 1, PER M.B. 16/50. OR H IOW 'WALNUT VE DE ICA D P R 'AP R FE EN ED H LOT 146 DEDICATED RIGHT OF WAY PER FAIRVIEW FARMS, \ WALNUT ADDITION NO. 1, PER M.B. 16/50. NOTE: FOR LOT NUMBERS AND OTHER - DETAIL INFORMATION INSIDE THIS BOUNDARY SEE SHEET 4. "W 616.15' A. ARos� `9' Os��e 41 A=58'42'02"] [L=169.14' R=428.00' [L=74.14' 6=22'38'3311] R=172.00 0=24'41'45"] _ W PLACENTIA `' ^�O' O AVE. POINT 'B' SEE SHEET 2 22 FD 1 "IRON PIPE WITH TACK & TAG, 'L.S. 3291 ", UP 0005' 1-1/2", PER P.M. NO. 32439, PER P.M.B. NO sG. 216/62-68. vS10 ,�N,,N�OFt. R O� �'\N2 P008038 , GE1' 2• NO 20 / pER 1N 2022 2�16� POINT A. SEE SHEET 2. FD 1" IRON PIPE WITH TACK & TAG, "L.S. 3365", DN 2'. ACCEPTED AS REPLACEMENT FOR 3/4" IRON PIPE TAGGED "L.S. 3291 ", PER P.M. NO. 32439, PER P.M.B. 216/62-68. FD. 1" IRON PIPE OPEN, FLUSH, NO REFERENCE. ACCEPTED AS LOCATION OF 1-1/2" COPPERWELD STAMPED "L.S. 4547" PER P.M. NO. 32439 IN P.M.B. 216/62-68. ORANGE AVENUE — O ix [N41'52'22"W .01 20.22 � h 44,6� e tK . y � 4 G P 7-:-,- •oE w L4 N 35.83 I ' (L=93.40 R1) L=93.40' z 223 22 N86'07'(R=883.00' R1) I R=883.00' W (A=6'03'38" R1) IA=6I03'38" > 221 w - N419.92' ( 9.76' PER R 1) (327?55�5R 1)� o (252.69' M. & R. PER R 1) N00' 13 51 E LO N SIERRA VISTA (3.00' R 1) N o L=40.73' ELEMENTARY SCHOOL Z R=100.00' PER DOC. NO. 2002-062911, O.R. A=23'20' 16" (A=23'20' 19" PER R 1) N22'0.0 ' ( 5. L=82.73' _ R=49.00' 81•01' " Np Mo 0=96*44'04" (A=96'44'13" PER R1) Of 4- clil a oo O0 CO N (208.49 PER R1) N , T Z ry co ��'10 •'S�' o� I a' FD. 1 " IRON PIPE WITH TACK & TAG "L.S. 4741 ", p'?y�� cod ,�D,. M w FLUSH. PIPE BENT SLIGHTLY SOUTHERLY. ACCEPTED D�6�61�. D,� ro0 a VERTICAL PORTION IN LIEU OF 1" IRON PIPE TAGGED w L.S. 4547" PER P.M. NO. 32439, P.M.B. N�Q59'�56 p �i° o 216/62-68. CD 20 9 33 E ( C-4 04 w t� O NOTE: ESTABLISHED THE SOUTHERLY N BOUNDARY LINE ON THIS MAP BY HOLDING RECORD BEARINGS AND DISTANCES PER [] FROM THE EAST RIGHT OF WAY LINE OF SHERMAN AVENUE TO THE WEST BOUNDARY _ LINE OF PARCEL MAP NO 32439, — REFFERENCED HEREON. ( O) FD 1-1/2-IRON PIPE, OPEN, UP 3" IN 24" DIA. STONE COLLAR, ACCEPTED AS CENTER 1/4 CORNER SECTION .pan 15, TACK AND TAG "L.S. 4547" PER R.S. 114/93-94 c0 rn GONE. �o �11 MONUMENT DESCRIPTIONS 11 N 1a FD. 1" I.P. W/PLASTIC PLUG, FLUSH, "ILLEGIBLE", CTR OF PLUG oa- WORN THROUGH. ACCEPTED AS 1" IRON PIPE TAGGED "R.C.E. \ 33591 " PER TR.-NO. 32249, PER M.B. 41 1 /56-68. ❑2 FD 1" I.P. W/ PLASTIC CAP, FLUSH, "ILLEGIBLE". ACCEPTED AS 1" IRON PIPE TAGGED "L.S. 4347" PER TR. NO. 32249, PER M.B. 411 /56-68. pF��e 3❑ FD. 1" I.P. W/ PLASTIC PLUG, "ILLEGIBLE", FLUSH. ACCEPTED Pj�WNod-E z- q . ?j t , jN78'5p,15„W 328 AS 1" IRON PIPE TAGGED "R.C.E. 11436" PER TR. NO. 32249, q��Vs TNlsq %jp 62�6g qNp 00 PER M.B. 411/56-68. N ,T Af f r N F /-/4s : NT s 4,9 PgR�FI rN�s Lp r No . 22ooeF�N otsrq�1-Z of p CST /ON ?022 00Yl 803 �ROFFO BEEN G RO .3 a .S2 0 8j. OR FEe�U�OT LCURVESORD 9 909600b AN0 qRy j6F 3�. No C®N�£R Fki qs T \9� o srs � 0 SEARCHED AN AREA OF 48" DIAMETER, FD. 60d SPIKE WITH WHITE FEATHERS AND NO TAG DN. 28" SET VERY SOLIDLY, NO REF. FD. I" DIAMETER WIRE REINFORCED CONCRETE MONUMENT DOWN 36", (REC. 2" DIAMETER) ACCEPTED AS BOTTOM PORTION OF ORIGINAL MON PER ORANGE VISTA ACRES PER M.B. 8/15. ALSO ACCEPTED AS LOCATION OF 1-1/2" COPPERWELD STAMPED "L.S. 4547" PER P.M. NO. 32439 IN P.M.B. 216/62-68. (NOT FOUND) SET 1" IRON PIPE, WITH 2" ALUMINUM CAP STAMPED "A.V. GEOMATICS" & "L.S. 4644" DN 24" \ --(N89'35'33"W 2799.16' PER R1) _ N89'36'16"W 2799.60' - - 2648.94' (2649.21' PER R1) I I III a cR�s I A P I o z � v IS I P 5 z o R P N M• �� I>¢I I� II A a x SCALE 1 "=250' E-+ 250 0 125 250 500 1000 I IOI lO) 2� a a� \ y'o 0IA.0 ESTABLISHED LOCATION OF CURVE BY HOLDING IT RADIAL TO PARCEL LINE \ BETWEEN PARCELS 1 & 2 OF R1. ESTABLISHED BY INTERSECTION. R R11 pE gOp,12 , O` 27 p7.06 759" R,19 150.50' (149.95' PER R 1) 3 P C � NOTES: SEE SHEET 2 FOR HORIZONTAL CONTROL AND VICINITY MAP, BASIS OF BEARINGS, SURVEYOR'S NOTES, AND EASEMENT NOTES. SEE SHEET 4 FOR BOUNDARY AND LOT LAYOUT WITHIN THIS FINAL MAP, DETAILS OF OPEN SPACE LOTS AND DATA, BOUNDARY DATA, AND SHEET INDEX. SEE SHEETS 5 THROUGH 15 FOR DETAILED LOT SETUP AND DATA aloe y • on7sol dr SHEET 4 OF 15 SHEETS " IN THE' UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, STATE OF CALIFO0 TRA C RNIA. ]Vo'. 33cl 1,8 BEING A DIVISION OF PARCEL 1 OF LOT LINE ADJUSTMENT NO. 220005 RECORDED FEBRUARY 16 2022 AS INSTRUMENT NO. 2022-0080381 OF OFFICIAL RECORDS, AS DESCRIBED IN GRANT DEED RECORDED AS INSTRUMONT NO. 2022-106264, LYING WITHIN SECTION 15, TO NIVSHIP 4, SO UTh4 RANGE 3 WEST, SAN BERNARDINO BASE AND J0RIDIAN ENGINEERING SOLUTIONS EUGEIVE A. SHAFT= L S. 4544 MA Y, 2022 ® DEDICATED PER M.B. 401/12-21 N89'45'27"W 1320.51' W A L N U T ® AVENUE N89'45'09"W 1320.53' DEDICATED PER M.B. 411/56-68 1-19 LOT04 'I' N8920.59' 1320.43' N89'45'09"W DEDICATED PER M.B. 16/50 C) '45'27"W DEDICATED PER M.B. 16/50 132 725.58' 4=13• " ¢ 79.01' 14' 4 L R_ 0, r'� offA=1L3X*2241"� R=328.00' _---LO >> N89'45 09 W 473LOT 140 2'4 ! OPEN SPACE 745.70 63 51' Tc 272 O T 141 00 IL LOT 142 �. 30.00 N / -,(3 -17.42 4 " 31.g0 L=76.58� o �8 �0'� OPEN SPACE , / `�` 14?R ;4� 8 5'-� L36 \ f- N89'44'56"W 358.53' -�� OPE�SPAC r(i� _t _ o iv / . \yp3, - w.uQ' �'�� 7p+ N a=ii Y«� �.-- - ; 0=LL b8'22" Qi �-�p I- - N ,����238.73 0& u p-23 41 52 R-438 O-10 .39'_ <" J = 8 T=42.38 L=187.6 ' R 6&• �_ �2 20' 006�; a0' ��'`30 --181.16'T=91.89' 0 L N85'S4'32"E 269.87 4 T_95 1000, D �201, =� �j �. 28 L27 26 >' �38 25 27 28 29 30 31 J Nv 32 J�r J Q 34 35 36 37 4 F, �sr �� 38 T� 1%5'. O� ,� w Z v Mv w En M N N �,�� ': ~jam 3 L31 Q o� 17 18 24 /�v 4 8 9 S� ^� O I I 39 C? v'. (� 'p I rv, i v o 3 Q ov 2 5 6 7 10 11 r 13 14 15 16 19 20 23 yp, ap +� r 04 D m N -1 MOW I 12Nw�' Q rn .LOT'C' DUNITE DRIVE zZ 21 _ _ _ 40 51ERRAVISTAL1 I L7g p-0 -run x w z L55 1 - �`1� �' L41 - _ _ 6 w ELEMENTARY m � �z D,27'49'48'7?=27 L25 - OT'6' DRUZE IDRVE 22 o Z SCHOOL -io z.0 T \\ 119 I I 41 N N 11 W ado 4S6 '� L58 E59� 132.12 T=67 39, N85'S4 32°E 200.98' 87 88 89 90 91 92 93 94 95 96 97 8 � o w,000 ,z c� N p --1 p m o a vy a 7=59.72' 86 85 84 83 82 \ ' 00 o c,+-crj, ro 118 rn 00 w 1 T=59.28'� �/ L=118.15' a 4, A=13'02'4.q"=117.30 � / R=328.00, Fs 81 117 120 � 42 n �- w =<cr w� N U z R-1 8. " -18 R=100.00 R=328.00 0 4=20'38' 18" 201.30 10 0 0 pwa �=268.00 �`3S 108. T=22.77' A=20'29'23" /� p cn �03 4 / 11.43' c> 80 98 -1 w T� 13 •zg' 4a4 8.00+ N /� N89' 10 21 "W --] 43 ►�, ^,) 4Z . to L61 133 p �, a N N M 78. 1 54 07"'tea io l� 121 , 139 1 J8 137 131 135 134 I z Ci1 �v�;�^�- �O OD N Ln 'Q 2 LOT 143 C62 116 gg qN •b` p z - OPEN SPACE - -tea, -79 - 81'S RAD) LO 'J' p �/ ij ��`O EASEMENT OVER ALL OF LOT 143 FOR 46'yy eq OPEN SPACE FOR SLOPE AND 160.00' 7 LANDSCAPE MAINTENANCE. _ _ 78 115 122 LOT'E' FOSSIL COVE 100 45 n '2 R 105.82' L70 (s 131 (L7] m 6 to123 J 0 � [L77] 4 6 �� 72 f� �66 114 124 77 125 126 127 128 129 130 101 46 I Q� 105• 1 00 N R LINE BEARING DISTANCE LINE BEARING DISTANCE L1 N85'25 06 W 30.08 L49 N74'00 09 E 53.76 L2 N86'07 14 W 47.14 L50 N60'24 46 E 45.87 L4 N4522 42 E 19.92 L51 N60'43 51 W 23.28 L5 I N22'52'16"W (50.00-R3) L52 N81'05 16 E 17.63 L53 N60'43 51 W 104.81 L6 I NO'28 00 E 47.14 L54 N74'26 20 81.80 L7 N81'01 51 W 72.84 L55 N85'25 06 W 57.74 L8 I N53'37 02 W 105.70 L56 N65'57 20 W 120.30 L9 N21'13 25 W 123.91 L57 N38'03 49 E . L10 N5'12 00 W 50.03 L58 N86'09 42 E 50.00 L11 N37'21 55 E 105.47 L6 N78'43 03 E 60.00 L12 N41'52 22 W 20.22 L610 N14'32 52 W 105.55 L13 N3'40 47 E 21.39 L61 N75'09 09 W 96.37 L14 N73'09 15 W 39.82 L62 N56'45 58 W 44. L15 N78'27 30 W 90.07 L63 N38'33 51 W 48.74 L16 N87'28 35 E 1.74 L64 N29'32 18 W 54.08 L17 N14!05'17"E (RAD 5.84' L6 N5'S3 13 E 75.88 L18 NO'24 21 E 30.00 L66 N71'05 15 E 6.96 L19 N89'46 09 W 46.93 L67 N87' 13 46 E 41.68 L20 NO' 13 51 E 33.00 L68 N80' 19 40 W 49.63 L21 N44'45 48' W 21.22 L69 N 1655 09 W 33.26 L22 NO' 14 33 E 31.47 L70 N7922-4 3 W L23 N4'05 28 W 2.01 L71 33 W 1.77 21.22 L24 N40'54 32 E 21.21 L72 5-6- N0094 51 E 134.96 L25 N8554 32 E g g 1 L73 N33'39 35 E 48.87 L26 NO' 14 56 E 1 10.32 L74 N82'26 05 E 81.57 L27 N87'46 57 E 55.09 L75 N70'S9 53 E 194.10 L28 N77'35 06 W 65.66 L76 '21 E NO24 2.28 22 L30 N78'44 13 E 31.58 L77 N89'35 56 W 5 L31 N81'20 48 W 55.67 L78 NW4-5 27 W 1320 1320.51 L32 N61'46 33 W 3.60 L7g N44'45 02 W 8.37 L33 N31'49 30 W 18.83 L80 NO' 51 E 134.97 L34 N45' 14 58 E 21.21 L81 1 N45'14 52 E 21.21 L35 N07'09 40 W 1 10 9-3 L36 N89.44 56 W 325.61 L37 N61'22 50 E 82.27 L38 N71'07 06 W 114.20 L39 N 17'02 59 E 53.67 L40 N4'05 28 W 59.94 L41 N85'54 32 E 10.13 L42 N49'05 28 W 21.21 L43 N4'05 28 W 2.01 L44 NO' 14 33 E 31.48 L45 N45'14 07 E 21.21 L46 N54'28 07 W 55.50 L47 N85.02 42 W 76.73 L48 I N87-53 01 E 76.87 -53• v 7 113 102 T= 69.4 74 75 47 - - ,� 112 , 103 R 563 o 00' ��• �� 'L -i II 70 / 111 110 108 107 106 105 104 p 48 "� , O , sr it 11 109 ^ L=45.86 NNNw R=132.00° OT+p DE ITE CdUR I �/� /��DO - T=22.95' \ r. -N s L= 0.26' O� 63 LOT 144 EN SPACE �0�� 49 �� I `90 `� • O� 68 1 0 . 67 66 65 64 A=58'S1'2, " 9 50 �6 �N R=70.00 1.52 62 51 D 9S�SS N7 =71.91 61 52 FD. 1 " IRON PIPE /�� SS. IOF 6.32'44,.W L47 L48 �49 T=39.49' <$3 60 59 58 57 56 55 54 53 TAG 5542 O' 160.23, 16 O <Sl LSL �H 47411 " & ,0 FLUSH. R.3 • Q [L ] g I S4 PIPE BENT SLIGHTLY L`30 871` / L 15�111111111111 237.93' L74 SOUTHERLY. 6 �� `Q4�/�T�3j ►'��' N86'19'13"W] ��� N87'S6'12'W� 425.95' S3 - ACCEPTED VERTICAL 111 7 E _ PORTION IN LIEU OF /oaoL�- V5 N��oO56� 1 IRON PIPE TAGGED "L.S. 4547" 244� 4 PER P.M. NO. 32439, i S `4 2 �#L =� P.M.B. 216/62-68. R 6�8 �3 j 6�� pIk 9 O • o LOT 145 G� \8S 6 U OPEN SPACE �� I p,t`• LOT LINE OF P.M. 32439, NO LONGER S�,7 89). �g �� EXISTS, ADJUSTED BY LOT LINE ADJUSTMENT REFERENCED HEREON. PARCEL 2 5� , %K �`'� FD 1-1/2-IRON PIPE, OPEN, UP LOT LINE ADJUSTMENT NO. 220005, PER % `0 3" IN 24" DIA. STONE COLLAR, INST. NO. 2022-0080381, O.R. REC. ACCEPTED AS CENTER 1/4 02/16/2022. r` CORNER SECTION 15, / TACK AND TAG "L.S. 4547" PER R.S. 114/93-94 GONE. NOTES: SEE SHEET 2 FOR HORIZONTAL CONTROL AND VICINITY MAP, BASIS OF BEARINGS, SURVEYOR'S - NOTES, AND EASEMENT NOTES. NOTE: ESTABLISHED THE SOUTHERLY BOUNDARY LINE SON THIS MAP BY HOLDING RECORD BEARINGS AND SEE SHEET 3 FOR BOUNDARY ESTABLISHMENT AND 66SS' DETAILED FIELD SURVEY, REFERENCES TO DISTANCES PER [], FROM THE EAST RIGHT OF WAY ADJACENT SURVEYS OF RECORD AND REMAINDER LINE OF SHERMAN AVENUETO THE WEST BOUNDARY R40) PARCELS. LINE OF PARCEL MAP NO 32439, AS REFERENCED POINT 'B°, SEE SHEET 2 HEREON. SEE SHEET 3 FOR BOUNDARY FD 1 " IRON PIPE WITH TACK ESTABLISHMENT. & TAG, 't.5. 3291 ", UP SEE SHEETS 5 THROUGH 15 FOR DETAILED LOT & TAG, PER P.M. , SETUP AND DATA. SCALE 1"=125' 125 0 63 125 250 500 32439, PER P.M.B. SHEET INDEX �N REPRESENTS THE DETAIL 216/62-68. SHEET i I IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY. STATE SCALE 1 "=40' 40 0 20 40 80 160 i I I I I � � OF CALIFORNIA. TRACT No. 3397t'5' BEING A DIVISION OF PARCEL 1 OF LOT LINE ADJUSTMENT NO. 220005, RECORDED FEBRUARY 16, 2022, AS INSTRUMENT NO. 2022-0080381 OF OFFICIAL RECORDS, AS DESCRIBED IN GRANT DEED RECORDED AS INSTRUMENT NO. 2022-106264, LYING WITHIN SECTION 15, TOWNSHIP 4, SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND JMiDIAN ENGINEERING SOLUTIONS 11LAY, 2022 EUGENE A. SHAFTED L S. 4644 WALNUT AVENUE N89'45'27"W Q� SHEET 5 OF 15 SHEETS " M 00, 522.01' LOT I 00 I N89'45'27"W 1320.59' N89'45'27"W 1290.59' � '~ 725.58' - 755.58' w 86.00' W. Q. BASIN 1 _ ( \ LU114U LANDSCAPE EASEMENT DRAINAGE EASEMENT DEDICATED TO CFD N44'45'48"W w M d w " ;n jJ450�7 E __- OPEN DEDICATED TO CFD SPACE SEE DETAIL SHEET 12 FOR 21 22' I � io � 4 \ 21. 1 4 / DETAIL DATA. p °Fo,2�c 28' 28' �' _ \ 1.959 ACRES NET z z °��ip o 0 'DRAINAGE EASEMENT A&\ --- - v DEDICATED TO CFD/ 7 46, _--- ____ \ ��Fy `1 11 ►� rr� N z SEE SHEET 12 /2a8 2 360 »w \ O - FII �►I r11 11 /---- 'L Q� e_ O Z .9 C7 ;t t s O - ��j1 L'8 N O O N \� �,� N ,� p_23'41'52" R=438.00' L=181.16' T=91.89• 1� %� ^o N 'o w 3� O 28• N6 "E C20 C21 -� 9.03 00» " N75 q 4' 13 C 19 C22 N77'35' 4 J 11 - '5880, N81.20 48 E 31.58' 06 W ►► r�i 55.67, Zo 9 4p, 56.2665 66' N87'46'S7"E 55.09' `� 4N7`•46"aM/(Rq t0 3� O 60 � ": z I o z Q -0. �PRCJ l Zco � I GC cq O co to 4 00"1 '� w o 1 0 iv 11 II 0 ( rn N N Z W 5 6 ?� I IQ o o �, 13 c0 00 v •� ( z o: w �- N �� z I W W r I eW t0 yl 1 N N ._ = t 1� st' 0 I z �ry� Z �o ^ �,�z Z Z 1rw 12 ^ OD O w �6??8, C4 o � 800 0 I cv ��� a. N ICI o \ Z II II O I z � Z � II -� �� 1 6 1�167.04' 1O O o' O 4 4 z s /� W�� z Z �` z z I I 8 .N6�. 00 a v C23 C24 C25 /2 �h , 9 ,� „i 0- N `r� g.9T 03' p=27'49'48" R=328.00' L_ C2'6 28 co 30.0a'_ 54 T=81.26' 159.32• C27 �v ti 62�' C12 ? Z r A 1 u o. i N85'25'06"yy 27.66' N84'46'44"W(RAO) 1 N 5�41 0'1V o o ii C13 C28 2.63' 9.91 o� o 57.74` � 60.00' " Cis C16 03 E da 2 p o C11 N7g4' L=145.72' T_ 20.3g• C29 `L.h (A (n• �+ N7g• 00 C 14 _ _ "`` _ 74.33' 18» R=272.00' L=97.9 N85'S4'32"E �O o OD �L 00 N85'41'13"E (RAD) 54, 61.8g, 00 43'p3"E L�=27'49'48" R=3000o r=49.52' 32.54' : --- N - N N7g _ 342.36' '-175.54' 43.00' -- ---- - ---- 60.00 t T 1� �O%' �B, �= 108.06' T=54.62' 4---3--� - 90' L_=127.67N T=64_81' D R 1 V p27'49'48" R272.0p� 4-20'3g'18 -" 00 N 'a=24'22'S7 R=300.00 T j F� R=300.00 N855432 E rtc) SS,2p»w O�`� 00 R V $ 43,p3E L132. 12' T67.39' -- t r N N7 2�30' 01 cl D 50.00' 60A0' 417.90' Poy Cl L 11 N85'S4'32"E N It N O z N �a oz (n o N ts. N W 0 U z N \tJ e (0 w°J c00 Wco N V N � o (q 01 2 CURVE DELTA ANGLE RADIUS ARC LENGTH TANGENT Cl 41'S4 07 48.00 35.10 18.38 C2 66' 15 12 48.00 55.50 5 T 32 C3 51' 12 48 48.00 42.90 23.00 C4 52'23 38 48.00 43.89 23.62 C5 27'51 34 158.00 76.83 39.19 G6 38'24 36 158.00 105.92 55.04 C7 36.2415 158.00 100.39 51.95 C8 19'51 49 158.00 54.78 27.67 C9 09'32 03 158.00 26.29 i 3.18 C 10 00' 18 06 48.00 0.25 0.13 C11 23'28 53 100.00 40.98 20.78 C12 O6'4150 100.00 11.69 5.85 C13 16'47 03 100.00 29.29 14.75 C14 16'01 37 272.00 76.08 38.29 C15 05'35 47 272.00 26.57 13.29 rye. N86'09'42"E C17 CURVE DELTA ANGLE RADIUS ARC LENGTH TANGENT C16 10'25 49 272.00 49.52 24.83 C17 13'02 43 100.00 22.77 1 1.43 1518 20'29 23 328.00 117.30 59.28 C 19 03' 11 41 438.00 24.42 12.21 C20 07' 13 26 438.00 r 55.22 27.65 C21 07' 12 22 438.00 55.09 27.58 C22 06'04 22 438.00 r 46.42 23.23 C23 00'223 328.00 r 2.10 1.05 C24 69'40 40 328.00 r 55.40 27.77 C25 09'38 06 328.00 55.16 27.64 C26 08'08 57 328.00 46.65 23.37 C27 02'03 44 272.00 9.79 4.90 C28 11'43 51 272.00 55.69 27.94 C29 06'50 43 272.00 32.50 16.27 �;a 'a Q to IN C18 LOT 143 OPEN SPACE p 420- 8.15 T59.72` R328.00' O C�j h co 2� 200.98, NOTES: SEE SHEET 2 FOR HORIZONTAL CONTROL AND VICINITY MAP, BASIS OF BEARINGS, SURVEYOR'S NOTES, AND EASEMENT NOTES. SEE SHEETS 3 FOR BOUNDARY ESTABLISHMENT, DETAILED FIELD SURVEY, REFERENCES TO ADJACENT SURVEYS OF RECORD AND REMAINDER PARCELS. SEE SHEET 4 FOR BOUNDARY AND LOT LAYOUT WITHIN THIS FINAL MAP, DETAILS OF OPEN SPACE LOTS AND DATA, BOUNDARY DATA, REFERENCES TO ADJACENT STREET DEDICATIONS AND SHEET INDEX. SEE SHEETS 5 THROUGH 11 FOR DETAILED LOT SETUP AND DATA. IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY. STATE SCALE 1"=40' 40 0 20 40 80 160 in M N89'45'27"W 00� t O c M �-- N89'45'27"W 1320.59' -�-- 86.00' w) 5� \ NOTES: \ SEE SHEET 2 FOR HORIZONTAL CONTROL AND VICINITY MAP, BASIS OF BEARINGS, SURVEYOR'S 28' z Zs� NOTES, AND EASEMENT NOTES. SEE SHEETS 3 FOR BOUNDARY ESTABLISHMENT Q DETAILED FIELD SURVEY, AND REFERENCES TO L o �-- o DRAINAGE EASEMENT ADJACENT SURVEYS OF RECORD. 0 O o DEDICATED TO CFD M0 J d OD SEE SHEET 4 FOR BOUNDARY AND LOT LAYOUT WITHIN THIS FINAL MAP, DETAILS OF OPEN SPACE �i �� � I- ti LOTS AND DATA, BOUNDARY DATA, REFERENCES TO W �---- r ADJACENT STREET DEDICATIONS AND SHEET INDEX. SEE SHEETS 5 THROUGH 15 FOR DETAILED LOT N fvv � ^ N SETUP AND DATA. 269.87' N85'54'32"E 61 J .00, 61.00' 49.67' WLij 4 V) N76.22' (PRC) 46 (� - .41 z 0 N co qnv N n co it It N� z� 13 0� 14 15 ►- ED p r ^ ^rl co Go C W �. t N �. Go O a a �► J N 0O 28� Zs' z --, 61.00, - L7 C 1 1320.51' OF CALIFORNIA. TRA C lVoo 33 9 78 BEING A DIVISION OF PARCEL 1 OF LOT LINE ADJUSTMENT NO. 220005, RECORDED FEBRUARY 16, 2022, AS INSTRUMENT NO. 2022-0080381 OF OFFICIAL RECORDS, AS DESCRIBED IN GRANT DEED RECORDED AS INSTRUMENT NO. 2022-106264, LYING IPITHIN SECTION 15, TOWNSHIP 4, SOUTl1, RANGE 3 WEST, SAN BERNARDINO BASE AND J0RIDIAN ENGINEERING SOLUTIONS EUGENE A. SHAFFER►, L S. 4644 AfAY, 2022 WALNUT 522.01' AVENUE LOT ' I' N89'45'09"W N89'45'09"W \479.01''>> ��������� \ \ \ \ \ \\ \ \ \ \ \ \ \ \ ��- ��-� - \ \ \ \ \ \ \ \ \ \ \ \ G \ \ \ \ \ \ \ \'2 4�62`t\\\\\\\\\\\\\\\\\\\\ W. Q. BASIN 2 DRAINAGE EASEMENT DEDICATED TO CFD 713.53' LANDSCAPE EASEMENT DEDICATED TO CFD SEE DETAIL SHEET 13, 14 & 15 LOT 141 FOR EASEMENT IDENTIFICATION AND DETAIL DATA. / - - ---� _ OPEN SPACE 2.522 ACRES NET / LINE BEARING DISTANCE L2 N85'S4 32 E 10.13 L3 N49'05 28 W 21.21 L5 N4'05 28 W 2.O1 L7 N85'54 32 E 35.20 L12 N75'09 09 W 34.23 L16 N89.10 21 W 20.72 L32 N48'13 50 W 22.21 756.54' 047881 SHEET 6 OF 15 SHEETS LINE BEARING DISTANCE L34 N39' 15 25 W 36.74 L36 NO' 14 33 E 31.48 L38 N45' 14 07 L47 N8'56 31 W i 9.26 L60 N85'54 32 E 17.85 L71 N88'07 04 W 19.95 O 1320.43' 4 ' DRAINAGE EASEMENT DEDICATED TO CFD -! SEE SHEET 14 & 15 C13A ,0- 13 NO `7g. 9 9 " 30' royAla EWC w W 2 3 ��� >� D 10 A3•,7" 51.19' 299..Sb L2 69.03' 7 3g 48" •. 00 N85' S4' 32"E N R-- 3 z 8.00. C8 �8J. c9 D o 03 bo 342.39 59b O'i 49 00 �417.90 11012 N-89'3212E(RA LOT 13- 33C N85'S-32 .8� 28 , 28 3 UZE 417.90' � bo L60 C9$ N 61.00' R�Yj Ng5'S4'32"E V \ J?6S• O D 61.00' 4�4 " �, r U 77.07' Cg2 °,8 �� ` v �k9 �`� 119 E 3' 76 r j �9 !. I ,Q. Op f iA 23.68' N z z z 2S�) c�i �tK '�10�0 ' O ,Q .y ego D � v i `�' °' '-1 1 Ui ui Ll N y N N OD 1 �Dc y �fr,� 1 DRAINAGE EASEMENT N o0 00 CC' \� �p� LA 0 /� 83 �� "� DEDICATED TO CFD 8� g 84, 96 �� �,y.��` N� 0 J 13 0 86 8 82 n� � �, A�\ � � 09 65 1.00 N69 9' n t0P 000 N O �R O�1 �V : �1 V.W aW 81 �o ^. �o> >,s < co r� �� `% o � %"�� 117 120 CURVE DELTA ANGLE RADIUS ARC LENGTH TANGENT Cl 354 42 468.00 31.95 15.98 C2 3'54 42 358.00 24.44 12.23 C3 9' 15 22 468.00 75. 11 37.89 C4 9' 15 22 358.00 57.84 28.98 C5 9' 15 22 468.00 75.61 37.89 C6 9' 15 22 358.00 57.84 28.98 C7 00'32 55 468.00 4.48 2.24 C8 9' 15 13 358.00 57.82 28.97 C9 9' 15 13 358.00 57.82 28.97 C10 0933 04 328.00 3.16 1.58 C11 6'43 56 358,00 42.06 21.06 C12 4'2144 272.00 20.71 10.36 C17 83'25 07 302.00 439.69 269.16 C27 33'48 37 272.00 160.51 82.67 C29 40'03 33 328.00 229.33 119.57 63.00' z z 4" 0 0 Ln N co 16 N 00 O o j p 0 0 63.00' 17 L7 C2 A=22'58'22C"3 R=468.00' L-- 187 64 T, z 95,10, 0 O C � o 18 EiI 19 o Lu O � 0 2 C4 N7 J,O'' C� )J sS,06'i'V 0 0 a � h rw 20 A of Q r� C6I, "?4) 11420, \ 42 SS, 21 D�a6B 44 $ 11 Oa 0 24 58.12' 61.23' 61.23' L16 C 1 N89' 10'21 "W 201.30' 2 66,• N2S8 0 •Og,Og 50 04' 1 2 1.51 CURVE DELTA ANGLE RADIUS ARC LENGTPI TANGENT C39 21'30 05 328.00 123.09 62.28 C95 16'32 36 w 302.00 87.20 43.90 C96 16'32 36 302.00 r 87.20 43.90 C97 16'32 36 302.00 r 87.20 43.90 C98 11'41 54 302.00 61.66 30.94 Cl 16 13'50 33 358.00 86.49 43.46 Cl 17 10' 11 29 328.00 58.34 29.25 C131 28*5214 438.00 220.70 112.75 96, 37' 3 LOT 143 "569�9' SEE SHEET 11 / A gS• 2 " OPEN SPACE 6"ERP116 i -7n 25 o v N7 fi 57�-- SEE ' SHEET IN THE UNINCORPORATED TERRITORY OF RIVERSIDE SEE' 8 OF 15 SHEETS r COUNTY, STATE OF CALIFORNIA. rp li -trA C T No. 33 9 78 BEING A DIVISION OF PARCEL 1 OF LOT LINE ADJUSTMENT NO. 220005, RECORDED P tUARY 16, 2022, AS INSTRUMENT NO. 2022-0080381 OF OFFICIAL RECORDS, AS DESCRIBED IN GRANT DEED RECORDED AS INSTRUMENT NO. 2022-106264, LYING WTn- W SECTION 15, TOWNSHIP 4, SOUTH RANGE 3 WEST, SAN BERNARDINO BASE AND Jff.RIDIAN ENGINEERING SOLUTIONS EUGENE A. SHAFFER L S. 4644 MAY, 2022 LINE BEARING I DISTANCE L44 N4522 42 E 19.92 L78 I NO' 17 15 E 3.00 CURVE DELTA ANGLE RADIUS ARC LENGTH TANGENT C45 23'20 16 100.00 40.73 20.65 C46 96'44 04 49.00 82.73 55.13 I WALNUT AVENUE I 24.96' 'roy- -p F z._ - > � \ z �i DETAIL 'A' NO SCALE NOTES: SEE SHEET 2 FOR HORIZONTAL CONTROL AND VICINITY MAP, BASIS OF BEARINGS, SURVEYOR'S NOTES, AND EASEMENT NOTES. SEE SHEETS 3 FOR BOUNDARY ESTABLISHMENT, DETAILED FIELD SURVEY, REFERENCES TO ADJACENT SURVEYS OF RECORD AND REMAINDER PARCEL. SEE SHEET 4 FOR BOUNDARY AND LOT LAYOUT WITHIN THIS FINAL MAP, DETAILS OF OPEN SPACE LOTS AND DATA, BOUNDARY DATA, REFERENCES TO ADJACENT STREET DEDICATIONS AND SHEET INDEX. SEE SHEETS 5 THROUGH 15 FOR DETAILED LOT SETUP AND DATA. O M WALNUT AVENUE N89'45'09'W 564.00' LOT T N89'45'09"W 1320.43' LOT 142 OPEN SPACE 0.951 ACRES NET _ --�-- N89'44'56"W 358.53' 58.00' 73.06' I I 35 36 37 38 u)0 •- o o z W Z W 2.45' L=17.g7•' 270, LLd _ A! 10' 10 48" A=38'361• T yL=444(7 38.29' 05A=114S9a457N89'44'56"W 235.21 N779 °° N DUNITE DRIVE ---- N89'44'56"W 761.29' 100.16' ---- _ 378.36' 57.09' � LOT 'C' N / o� -.- N89'44'56"W 646.18' 1 O r_� � 1320.54' 18.83\ DRAINAGE EASEMENT N31'49'30 DEDICATED TO CFD SEE DETAIL 'A' LEFT. �d Cam \ ?) l 8S2 p� . Q 0 ' 3 �O 0)°; S�psr. a 39 �. o� 21r� 6 �0 0� r IEtP'Oi I' p �a 40 w LAa ,w rn h 00 .p. W lJ� ' cw 0 oco 4. W I �o 96 97 II �'J W � d O! O ZL3 N `- W Z o 28' 28' W (n o J^ N N p N (o 00 N89'44'56"W 334.88' to 75.76' t' ►�--� 132.73' N N w o to Iz z U; C N N 98 co .A O co w o 00 Lo 'o 0 N • v � N N89'44'56')N raj � i 120.92' z 0 z N�MIn 99 Q I- U' � toct o Ld W u� " 28' p � 4 N90'00 00 �RAD� I 28' to �N88'26'24"W (RAD) N86'07'38"W 109.66' /0°' 47.18' /T 46.93' rn 47.06 `� 30.00' 47.1 17.06' 37' 33' 00 N Lo M O N to N W O 0 00 N O z M 1'46'09"W $O. W N89'44'53"W o 101.11' °o z 37' 33' 41 N (6 st n N85'29'32 "W 114.42 06' Z as cO N. Lo L to q i Q04 N N89'32'00"W N85'29'32 "W 16.00' 718.38, NO'29'16"E 43 W 4.16' N 00'28'00" E o �P���E Z 12.34' 17 zn ^ 0 O✓03 ps0 Vb`� it ,F- \p N85'29'32" W �9 7,8• " L-69.87' -� 122.70' ^ �4 9 44 It �-69.47' w IQ LOT I'J' 0 to 37' o VA z 00 N81• �• 72''S1.,W N85'29'32 "W 4 127.01 ' N81'S1 46' W o / I (RAD) - n 45 `° N77.1j `I� 30' '42 (RAD) a C�.N .000 c0 inNg8 nro� �p 8 co ?� oI z 'co r H N77.43.26OW q /� // En 10 ° 4 /of i ary 8•'41 �� 8?0, o n� N77•g6 0j _ '20 Og' \ o 0 0 ►_ 101 �� �, 46 0 z r. �s11 1p c�,� ^� ^ I p m ps ' �3 ply \'� p v ,� 102 �� '' ° ao '�.4 . ��o \ I 30' g v o h\ o "cb 47 CbNS83 p3O �S9 76 \Y \ �4� •. h�'p^ fps �Y D �,"� v,� 'sp• ��o���OJ \ ° 48 1r�? per. 1y N 49 �oJ �A \ ° SEE/\SHEET 9 M LOT T M ip W w W En a r cb h� ii ^ Cory / v v / I / SCALE 1 "=40' 40 0 20 40 80 160 i I 10 7". SHEET 9 OF 15 SHEETS IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY STATE OF CALIFORNIA. n:Ao* 3t--"0978 BEING A DIVISION OF PARCEL 1 OF LOT LINE ADJUSTMENT NO. 220005. RECORDED FEHRUARY 16, 2022, AS INSTRUMENT NO. 2022-0080381 OF OFFICIAL RECORDS, AS DESCRIBED IN GRANT DEED RECORDED AS INS77?Ea ENT NO. 2022-106264, LYING WITHIN SECTION 15, TOWNSIRP 4, SOU774 RANGE 3 WEST, SAN BERNARDWO BASE AND MERIDL4N ENGINEERING SOLUTIONS EUGENE A. SHAFP7,A L S. 4644 MAY, 2022 j SEE j SHEET j 7 1 I 1 1 ISEE SHEET 8 I I I I I I I I I N89'44'56"W i -�--- I N89'44'56"W �260.26' I 334.88' I I -- I - - - 56.85' 56.85' N84-44'10E 81.23' 120.93' I 57.08' I Z w J 98 QI � 1, l W I N00 133 s I 1�8 0 ko 137 0 to 136 0 Lo 135 Lo 0 134 to Lo � o � O " OI s- o r o r- o z zz z A=21'08'22" `nIl ---- 00--------- zl , I 56.85' -�- N8944'56"W 238.14' N 00 56.85' FOSSIL N89'44'56"W 370.62' 0000 LOT 'E' -•�- N89'44'56"W 188.39' 56.85' 1 56.85' „ ol R=100 4 47, L=17. / I O „� `q •0g 39 4- '40 1�F'/ N6l kc. O N 99 ' T=14.33 q4 �$ 50 00• .£0 •48`�O, r!�j / 12 w o I- I 23.05' N73•g62 ' 132 W 00 C 0 V E N90-00-00"W (RAD) - - co I 88.79' -�- �o o °�';L `------ - - O O r N T=14. 33, 00 L= 28. 4 7' � _N�9.1g'15" U o - W (RAp� ^ n � :; 0 oN W co 100 - L1=16'18.41 69.1 N �ry .a`bq�n40 d=7'31'07" ' , 44,14 W S� 0p• „2��" D �: ° JS. Noy 28 281 I L=13.12' ®� 0 D A=8'21'14" ©_4$'03'3� \ \yam 131 N_68�48e22"W�RAD `. L=14.58' 1 =40.26 >• O a h,. =W ' 126 127co M' 128 Wa O O 00 W O to t0W c0 r7 iOf)OZ r O Z Z 0 `- 56.88' S6.88' 56.88' 59.40' 58.00' 58.00' N87'56'12"W 347.46'- w w M 00 108 � 107 > 106 0 0 O 00 00 0 '_ N O O O O O Z N .- Z z'- Z W w (n 1 59.40' 1 58 00' N87'5612"W 334.77' N 00 N N87'56'12"W 334.77' 00 N87'56'12"W 334.77' 58.00' 130 129 > 3t \9� �ry \ 101 >� o ^O , Lt04 j,J cm - 10 N 102 56.88' 11.32' 51.23' 1419 49.86' N86'34'50"E y� ----- ----------- 1-03---- - - q-- W 105 104 N I ��ti Nlz ° ��� 48 00 -0 N W Z >Z 1 �� �� '�c� o 'o d: � o � .P i^ 19 O D'1y D �•�°' '�k�. p� ASS,?�S•\ �� 949 L=39.82' 'o 28.93' A=7'48'50" // / $� 'S0• D R U Z E DRIVE9. 0;��� '4O7 IV 13' p=4'48'3' L=29.22 W c M 57 0� 56 lcq 55 54 Z 2 p � o 0 ``' �o a� O r. Z o = N ;•� 0 0 = N Z Z N Z D v _ - 58.60' 1 57 40' I 56 60 N87 56 12"W 425.95 LOT 145 OPEN SPACE NOTES: SEE SHEET 2 FOR HORIZONTAL CONTROL AND VICINITY MAP, BASIS OF BEARINGS, SURVEYOR'S NOTES, AND EASEMENT NOTES. SEE SHEETS 3 FOR BOUNDARY ESTABLISHMENT, DETAILED FIELD SURVEY, REFERENCES TO ADJACENT SURVEYS OF RECORD AND REMAINDER PARCEL. SEE SHEET 4 FOR BOUNDARY AND LOT LAYOUT WITHIN THIS FINAL MAP, DETAILS OF OPEN SPACE LOTS AND DATA, BOUNDARY DATA, REFERENCES TO ADJACENT STREET DEDICATIONS AND SHEET INDEX. 62.67' L= 54.53 53 N82'26'06�E 81.57' N70y95 71.91' 0 46„ ZN \sue. z 52 rya �, w= \ \� D,� �'� 9� 6o PARCEL LOT LINE ADJUSTMENT NO.220005, 1�6�'i'` a9 �.�6'� PER INST. NO. 2022-0080381, 0, X 70 p���1�9 O.R. REC. 02/16/2022. 6•q6 SCALE 1 "=40' 40 0 20 40 80 160 SEE SHEETS 5 THROUGH 15 FOR DETAILED LOT SETUP AND DATA. m I IN THE UNINCORPORATED TERRITORY OF RIVERSIDE SHEEr10 OF 15 SHEETS COUNTY, STATE OF CALIFORNIA. TRA C T No,, 3.3 9 78 BEWG A DIVL910N OF PARCEL 1 OF LOT LINE ADJUSTMENT NO. 220005, RECORDED FEBRUARY B. 2022, AS INSTRUMENT NO. 2022-0080381 OF OFFICIAL RECORDS, AS DESCRIBED IN GRANT DEED RECORDED AS INSTRUMENT NO. 2022-106264, LYING WT17MV SECTION 15, TI NIVSHIP 4, SOUTH, RANGE 3 WAST, SAN BERNARDINO BASE AND MERIDIAN ENGINEERING SOLUTIONS EUGENE A. SHAFP7,9 L S. 4644 MAY, 2022 NOTES: SEE SHEET 2 FOR HORIZONTAL CONTROL AND VICINITY MAP, BASIS OF BEARINGS, SURVEYOR'S NOTES, AND EASEMENT NOTES. SEE SHEETS 3 FOR BOUNDARY ESTABLISHMENT AND DETAILED FIELD SURVEY, REFERENCES TO ADJACENT SURVEYS OF RECORD AND REMAINDER PARCEL. SEE SHEET 4 FOR BOUNDARY AND LOT LAYOUT WITHIN THIS FINAL MAP, DETAILS OF OPEN SPACE LOTS AND DATA, BOUNDARY DATA, REFERENCES TO ADJACENT STREET DEDICATIONS AND SHEET INDEX. SEE SHEETS 5 THROUGH 15 FOR DETAILED LOT SETUP AND DATA. SCALE 1"=40' 40 0 20 40 80 160 SEE SHEET 7 71'163"E �RAD)120 N89'44'56"W 260.26'7 -Ap I - RG)o \�2$� c' \� 89.7156.85' - v\ SEE \� SHEET \ 6 \�,w v cP�• ` \ Fj8 / Cf'- fS�W\w W� O (P.c0 CA a N /00 N76.57' 20 E 3 0�" \N N o s _ 113 �'7 <FtAOi D.5 y 5'I' �'',� l 3'S1 L- 139 W \\\ N122 z o 138 L W 137 �o, 121 a o o o 0 o cs cr 12 3� 4ti coo \\ o r u• ' P w o (n 0 0\ cp. N6� ) . _ _ 9 ('pOct) I \moo \\ CD Z N= W z z \ LA rn RA � co000� ^' z �''� P\ � < \\\\ILA ;6"� <Rp,0i1 1 6 `o° "77.46 5 n�i. o N o `v °� t°= N W 39 .03i � 0. s�j, 6, \\ a, "9.0SR, 44.55 56.85' 1- i° - - P c► -- - - - . O E W -A- N �76'57N89'44'56"W - 238.14' ----- Lv // p c0� cow Z D N 1 - FOSSIL ao COVE j/ rn w o� r P `�= 1 N c° N N 110 �g"E o rn \;P N 42.92' _ I - N89'44'56"W- 370.62'_ - • of � 122 �'�a� 92.68' - -{ - 115 � s 1 78 2 w� w Z LOT'E' 00 W ? �, o o 9' O 1 N W c, ° / 'S7'17 N79"E ' 40�03 �13' 57' T=76.72 33.5e �? =16-44'53" L =19.29 7 41' OS„�5r N�1� 631,E p p 'w;\ ,N Z �. N��39' 190��� �. o. ��� 123 N s � '� w.+N 124 \ 114 •eiN w 77 ti s \\ 'LA io 4i � N in N'p�'\ o ���� `Poi S�'S- ��� �' z 2 o. o� � t � "<' `�v,. - _� moo. v\ j. OD Op 0 Co In te00 a= $� <FtA n p�r�. 3 20.16' 32. v a 8s' W 6� $�O`L� 1�g�- ��\�\ v53. \�.�. ��F; N81 27Ojg"w 51.74 61 10 W ��5 �� pl "'�?- \ o 6tilp Q �,LF, !.6's ••..�� .ems �jb'S •O .,O o W v . �`' . ti� N80p 80'" W 110 CD 1'b /tc,`P Q�\�O� �21, 01)3366• R� bc4.5?' 1- ,l� ?�. S�\ T� 8.23' �� LOT 144 '�g9�°' ��� �4��,3��6' 4�1572.83'" 'y1 OPEN SPACE 2031 9 00 • 61.10 o,, 2 , D T T ya� . DRAINAGE EASEMENT - NO BUILDING, R\`�?8 9S 94 �, v Z E 63 DRjVE `��, OBSTRUCTIONS, OR ENCROACHMENTS Oo' (, '-_ _ QoI� BY LAND FILLS ARE ALLOWED d\9S9?82.33, 'ow s 13" r . N 0 Z p�0 v00� N86'19'13"W 237.93' 150.58, 4L 10 �3 22 62 5, 5j. 1.1 0 -59.80' " 0)/ 4--95210, off. p-48 56 57 p-58'51'23" R- 71.90' EO?328' T-39.49' 4387.. 286 . �Y 3 ti XJ, S " N60. , tA81.05'16 E 17.63 >>s 18. O .61. ,6= 7'2722" 16.04' 61.00' L=42.68' N89'44'56"W 188.39' 31.68' 10' 17' 48" R-100. 00' 1_-17.97' T - 9.01 125 N87'56'12"W 56.88' 61.10' o o 109 o� o N z w N O cV o z 7.46' w t0 O p N •- z i 1 I I I 136 1 00 N I I 126 1 127 1 I I Cn 1 � I I W108 1 107 W I in i 61.10' t N87'56'12"W 334.77' N87'56'12"W 334.77' _ N87'56'12"W 334.77' 61.0rT` N Q I 0' I 61 { W 60 0 W 2 o co 59 0 58 � 57 o r� o (n 0)z o o _o o { z z { WLij { V) { �3, { N�42z 16 20-W 4.67, { 81.80• 68.68' 61.00' { 61.00 LOT 145 OPEN SPACE 56 -L------- N87'56'12"W 425.95' � IN THE UNINCORPORATED TERRITORY OF RIVERSIDE SHEET 11 OF 15 SHEETS n COUNTY, STATE OF CALIFORNIA. 0 �TRACT ]Vo,. 33.v""*� 7 L`0�� BEING A DIVISION OF PARCEL 1 OF LOT LINE ADJUSTMENT NO. 220005, RECORDED FEBRUARY 16, 2022, AS INSTRUMENT NO. 2022-0080381 OF OFFICIAL RECORDS, AS DESCRIBED DV GRANT DEED RECORDED AS INSTRUMENT NO. 2022-106264, LYING WITHIN SECTION 15, TOWNSHIP 4, SOUT9 RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN ENGINEERING SOLUTIONS EUGENE A. SHAFFER L.S. 4644 MAY, 2022 SCALE 1"=40' 40 0 20 40 80 160 81 SEE I SHEET °°��,• a� °��. 117 w 0, Ld o _ N89'10 21 'W 201.30' N75 / 80 \\ nU) 0g,09 "W o°� (i W NOTES: ; S . °°p �/� V) SEE SHEET 2 FOR HORIZONTAL CONTROL AND VICINITY MAP, BASIS OF BEARINGS, \\ 6` "o SURVEYOR'S NOTES, AND EASEMENT NOTES. 2 'i'� 1�g0 cP� �+ ao, SEE SHEETS 3 FOR BOUNDARY ESTABLISHMENT, DETAILED FIELD SURVEY, 79 -`fly N > REFERENCES TO ADJACENT SURVEYS OF RECORD AND REMAINDER PARCEL. LOT 143 SEE SHEET 4 FOR BOUNDARY AND LOT OPEN SPACE �, i'` LAYOUT WITHIN THIS FINAL MAP, DETAILS OF tk / v OPEN SPACE LOTS AND DATA, BOUNDARY �r'o. Q / ,� r \a, DATA, REFERENCES TO ADJACENT STREET DEDICATIONS AND SHEET INDEX. r'• �' 6g >ds N 119 O9 0 O SEE SHEETS 5 THROUGH 15 FOR DETAILED � Z LOT SETUP AND DATA. 7 o 0 Lp 1p N 1 pY 28 -W r� q0 p. L=g2.65' 3" w AFL 16 6=29'35 44" 38.72, 85.77' :2ao 47.04. ? u 14g 22 D s O NY 72 r N8p9.63' 87'13'46"E U �LA 9'40"W — 7 7 -��'iv o 41.68' Npp o o \ 6 g6 2 0 v, I— ^,�� °' W r� 7 1 2 V 7 'i o O Ncr+ (n 76lp's Ng A=604g 4 `36o O o W N7�90�6"�' •�`1�„ p' T=195.54,5�� i� 74 W Ng 1318 2 36 Sg „W �RqO� �,�°` �� 5 9 /o C0 7 5 N 0g o, cn w (Rq�� von D tis8s, s / - a N. c A � pl r ID p �/ R OOOgs� 4 �\ /Mug l 6 165��cp.. 76 I ' o T �+ 782)� NN N d `j0 �-6 5'" �� 6 ��$�j5 69 Jk� o A iv 881N9 L6L=_17g°528 -7 1244. p" 1p9• tiF. p�p�6/��������/L�1P�0�1��„� V�.�•���\,� 2 .W1 ' L=2R0 ' N 7647 A=43'52'44" R=272.00 324¢400S9'3p„0g•8N C o $ 31 3a,RO6, 94 43, �gL�, �O�0 T 144 ON6 .�4 2.Sg' = 44'52'14"—R=300.00 69 1.00'324„1p9.87' ,135 6W 46 80 LOT'D'N A • " - 328. 00 .r\ I �11• 11 O. 'R 4??,38'33„ T8 8p��Y S R4�8g. DO,C �69 1g , DETAIL'A' N87'28'35"E o � � 1.74' rt `� N7822 30"W-- 9p• 07, 34 41 ' 17632'44 'W r�V =225' 0=44'52 14 R- I=10 57 \ C,13,87���=10'03'22" L"57 63 W W L=57.57' A=10'03'22" � r L= 57.57 co N o68 ? io N p z� a �W c o SEE DETAIL 'A' R • a' g7 •�s y 2 T3R 62'00, C74 N7g27'30"W • 14' 134' 87'28' 35"E 67 Q o 64 66 �� 65 ID ,W M �o CIO. Ul W� 00 a0 A 2 Z 64.82, 160.23, 53 6 „� 76.73' 76.87' N74.0� 09 N85'02'42"W N87'53'01 "E w LOT 145 o OPEN SPACE N;t PARCEL 1 P.M. 32439 MB 216/62-68 07' N ,3 09'15 „w PARCEL 2, LOT LINE ADJUSTMENT NO. 220005, PER INST. 2022-0080381, O.R. REC. 02/16/2022. N86'19'13"W 237.93' p W \ V \l °a N. W _ (n 39.49'" L= 7j �58.51'23 R=7�00, IN THE UNINCORPORATED TERRITORY OF RIVERSIDE SHEET 13OF 15 SHEETS N N N � W W � w W = N n COUNTY, STATE OF CALIFORNIA. TRACT No. 3397to'5� BEING A DIVISION OF PARCEL 1 OF LOT LINE ADJUSTlffM NO. 220005, RECORDED FEBRUARY 16, 2022, AS INSTRUMM NO. 2022-0080381 OF OFFICIAL RECORDS, AS DESCRIBED IN GRANT DEED RECORDED AS INSTRUMENT NO. 2022-106264, LYING W177MV SECTION 15, TOWNSHIP 4, SOU774 RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN ENGINEERING SOLUTIONS EUGENE A. SHAFFER L S. 4644 MAY, 2022 WALNUT LOT DRAINAGE EASEMENT DEDICATED TO C.F.D. W. Q. BASIN #1 WATER QUALITY BASIN LANDSCAPE EASEMENT DEDICATED TO C.F.D. AVENUE N89'45'27"W 755.58' 725.58' 0=23'14'32" R=425.991_L=172.8o, 61' N78.43,46 "W 6_7,24. W A=13'29' 17" W () LOT 140 R= L=T= 19.04 7.9 ' 00' OPEN SPACE ' LOT 9 k 911*3 SEE SHEET 2 FOR HORIZONTAL CONTROL AND VICINITY MAP, BASIS OF BEARINGS, SURVEYOR'S NOTES, AND EASEMENT NOTES. SEE SHEETS 3 FOR BOUNDARY ESTABLISHMENT, DETAILED FIELD SURVEY, REFERENCES TO ADJACENT SURVEYS OF RECORD AND REMAINDER PARCEL. LOT 10 LOT 11 34.30' -� stS., �.2. Ar cD �1 N I Lo wl M M) ' DRAINAGE EASEMENT z DEDICATED TO C.F.D. •w\ 2 N87'46'57"E _ 40.44' C'p \tS. N7672` 2 46.. �p ) R � (RA6\ pcP\ \ LOT 12 N77=31 `NAD) — EA-S NT . TAIL------ ■ SEE SHEET 4 FOR BOUNDARY AND LOT " LAYOUT WITHIN THIS FINAL MAP, DETAILS OF NO SCALE OPEN SPACE LOTS AND DATA, BOUNDARY DATA, REFERENCES TO ADJACENT STREET DEDICATIONS AND SHEET INDEX. SEE SHEETS 5 THROUGH 15 FOR DETAILED LOT SETUP AND DATA. AS M NT �u TAIL 4 0 ry I.:- Ld 0 Lij WALNUT A=0.37' 10" LOT I R=55.00' T=0.30' L=0.59' N89'45'27"W 479.01' O M 0 z A=0.46'45" R=328.00' T=2.23' L=4.46' on W tW ✓'� 21 76' P L� lK� �n� ��3 7 �� N� N N � \O e O� 14 r W po 00 0. LA. / DRAINAGE EASEMENT DEDICATED TO C.F.D. _ -- M A=13'4324" %0 �7"E A=6'08'28" o R=35.00' 33 N68 R=590.80' Z T=4.21' W. Q. BASIN #2 L=63.33' L0 L=8.38' T=31 69' 0 WATER QUALITY BASIN LANDSCAPE EASEMENT DEDICATED TO C.F.D. -- -- 127 f- - J N 04 M T_20- — �'c0o �^ L=40 36' N84'41'38"E—_—r-Q .52 08" R_475.00 35.34' LOT 141 Lw 4 A=48'50'26" OPEN SPACE R=30.00' L=25.57' �S\T=13.62' 8 8� LOT 16 LOT 15 LOT 14 LOT 13 IN THE UNINCORPORATED TERRITORY OF RIVERSIDE SHEET ,•OF,5 SHEETS COUNTY, STATE OF CALIFOR117A. TI?ACT No. BEING A DIVISION OF PARCEL i OF LOT LINE ADJUSTMENT NO. 220005, RECORDED FEB WARY 16, 2022, AS INSTRUMENT NO. 2022-0080381 OF OFFICIAL RECORDS, AS DESCRIBED IN GRANT DEED RECORDED AS INSTRUIENT NO. 2022-106264, LYING fl71171IN SECTION 15, TOWNSHIP 4, SO UT74 RANGE 3 WEST, SAN BERNARDAVO BASE AND J[ERWL4N ENGINEERING SOLUTIONS EUGENE A. SHAFFER L S. 4644 MAY, 2022 WALNUT IN N89'45'27"W 479.01' W W = A=6'08'28" (n R=590.80' AVENUE LOT DRAINAGE EASEMENT DEDICATED TO C.F.D. W. Q. BASIN #2 WATER QUALITY BASIN LANDSCAPE EASEMENT DEDICATED TO C.F.D. L=63.33' T=31.69' p=5'52'49" R=445.00' 85'57'58"E 43.39=--► — — — _ -- — --�--- L=45.67' T=22.86' N43'13'47"W \ 16.02' A=4'49'37" R=433.84' a Q L=36.55' T_ 29: --- - _ 4942 "'-- - L1 w I _ 22.3 ' 2 _ g.37 __ 20" o;o � L-S7,g3. 294�5, _J I 03 , Q N 0 II� LOT 141 Z OPEN SPACE Ld W U) LOT 17 214111*3 lue1w:1 LOT 19 LOT 20 EA-SEM-ENT---D TA---l-L---- 5 SEE SHEET 2 FOR HORIZONTAL CONTROL AND VICINITY MAP, BASIS OF BEARINGS, SURVEYOR'S NOTES, AND EASEMENT NOTES. SEE SHEETS 3 FOR BOUNDARY ESTABLISHMENT, DETAILED FIELD SURVEY, REFERENCES TO ADJACENT SURVEYS OF RECORD AND REMAINDER PARCEL. SEE SHEET 4 FOR BOUNDARY AND LOT LAYOUT WITHIN THIS FINAL MAP, DETAILS OF NO SCALE OPEN SPACE LOTS AND DATA, BOUNDARY DATA, REFERENCES TO ADJACENT STREET DEDICATIONS AND SHEET INDEX. SEE SHEETS 5 THROUGH 15 FOR DETAILED LOT SETUP AND DATA. MIL '00�" I �M NT �D TAIL IBM- A%M-,) b 0 ry L17 WALNUT LOT DRAINAGE EASEMENT DEDICATED TO C.F.D. W. Q. BASIN #2 WATER QUALITY BASIN LANDSCAPE EASEMENT DEDICATED TO C.F.D. ti � r A=44'04'23" R=66.16' L=50.90' T=26.78' FAA N89'45'09"W 713.53' 108j � 95 R� A, 7% LOT 141 OPEN SPACE LOT 24 N00' 14'34"E 17.50' 479.01' N89'45'26"W 466.64' LOT 25 N89'45'09"W 713.53' �- N74. ----54, 67' W I gel LLi 0 W U) DRAINAGE EASEMENT L0 DEDICATED TO C.F.D. W Ld gim J LOT 26 Li C) w cn Vv] IN THE UNINCORPORATED TERRITORY OF RIVERSIDE SEE' 15 OF 15 SHEETS oaft COUNTY, STATE OF CALIFORNIA. TRA C T N-®o 33 9 78 BEING A DIVISION OF PARCEL 1 OF LOT LINE ADJUSTMENT NO. 220005, RECORDED FEBRUARY 16, 2022, AS INSTRUMENT NO. cS i 2022-0080381 OF OFFICIAL RECORDS, AS DAS'CRIBED IN GRANT DEED RECORDED AS INSTRUMENT NO. 2022-106264, LYING ARTHIN SECTION 15, TOWNS" 4, SOU7I4 RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN `6 ENGINEERING SOLUTIONS EUGENE A. SHAFP7,R L S. 4644 MAY, 2022 d- w WALNUT AVENUE = LOT I 07 N89'45'09"W 713.54' 479.01' DRAINAGE EASEMENT DEDICATED TO C.F.D. N89'45'26"W 466.64' LOT 141 OPEN SPACE Lij _J J 00 Q W _J LOT 27 LOT 28 LOT 29 LOT 30 Q LOT 31 w 0 w w Lw w NOTES: SEE SHEET 2 FOR HORIZONTAL CONTROL AND VICINITY MAP, BASIS OF BEARINGS, SURVEYOR'S NOTES, AND EASEMENT NOTES. SEE SHEETS 3 FOR BOUNDARY ESTABLISHMENT, DETAILED FIELD SURVEY, REFERENCES TO ADJACENT SURVEYS OF RECORD AND REMAINDER PARCEL. SEE SHEET 4 FOR BOUNDARY AND LOT LAYOUT WITHIN THIS FINAL MAP, DETAILS OF OPEN SPACE LOTS AND DATA, BOUNDARY DATA, REFERENCES TO ADJACENT STREET DEDICATIONS AND SHEET INDEX. SEE SHEETS 5 THROUGH 15 FOR DETAILED LOT SETUP AND DATA. Z 0 ry rl- Q w 0 w DRAINAGE EASEMENT DEDICATED TO C.F.D. LOT 31 EAS-M-ENT DE—T—Al-L • LOT I N89'45'09"W 713.54' 479.01' NO SCALE AS D TAIL � 8 WALNUT N89-45'26"W 466.64' ---�'� �AR\9 j �o LOT 141 OPEN SPACE \\ LOT 32 AVENUE LOT 33 LOT 142 OPEN SPACE LOT 34