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mb501_072-0772025-p%(eg66 NUMBERED LOTS = 98 LETTERED LOTS = 23 NET ACRES = 7.045 ACRES GROSS ACRES = 7.045 ACRES OWNER'S STATEMENT IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 9 Am BEING A SUBDIVISION OF A PORTION OF LOT 3 OF BLOCK 104 OF MAP NO. 1 OF BEAR VALLEY AND ALESSANDRO DEVELOPMENT COMPANY, AS SHOWN PER MAP RECORDED IN BOOK 11, PAGE 10 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, LYING WITHIN SECTION 9, TOWNSHIP 3 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN WE HEREBY STATE THAT WE ARE THE OWNERS OF THE LAND INCLUDED WITHIN THE SUBDIVISION SHOWN HEREON; THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS CLEAR TITLE TO SAID LAND; THAT WE CONSENT TO THE MAKING AND RECORDING OF THIS SUBDIVISION MAP AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. AS A CONDITION OF APPROVAL (BAY AVE AND VOLGA LANE), THE OWNERS OF LOTS 38, 39, 42, 43, 46, 47, 50, 51, 54, 55, AND 58 THROUGH 62, TOGETHER WITH LOTS A, B, C, D, E, AND F ABUTTING THESE STREETS 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 CONDITION OF ACCESS RIGHTS AS TO THE PART VACATED. WE ALSO HEREBY RETAIN LOT "U", LOT "V" AND LOT "W" AS SHOWN HEREON FOR OPEN SPACE AND LANDSCAPE PURPOSES FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS AND ASSIGNEES. WE ALSO HEREBY RETAIN LOT "T" AS SHOWN HEREON FOR PARK AND RECREATIONAL PURPOSES FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS AND ASSIGNEES. WE ALSO HEREBY RETAIN FOR THE BENEFIT OF OURSELVES, SUCCESSORS AND ASSIGNEES THE FOLLOWING LOTS FOR PRIVATE STREET PURPOSES: LOT "A", LOT B , LOT C , LOT "D', LOT 'E", LOT "F", LOT "G", LOT "H", LOT "I", LOT "J", LOT "K", LOT "M", LOT "N", LOT "0", LOT "P", LOT "Q", LOT "R" AND LOT "S" WE ALSO HEREBY DEDICATE TO THE CITY OF MORENO VALLEY, FOR THEMSELVES, SUCCESSORS OR ASSIGNS A PERPETUAL NON-EXCLUSIVE EASEMENT OVER LOTS 1-98, INCLUSIVE, LOT "A", LOT "B", LOT "C", LOT "D", LOT "E", LOT "F", LOT "G", LOT "H", LOT "I", LOT "J", LOT "K", LOT "L", LOT "M", LOT "N" LOT "0", LOT "P", LOT "Q", LOT "R", LOT "S", LOT "T", LOT "U", LOT "V", AND LOT "W" FOR MUNICIPAL ELECTRICAL UTILITY PURPOSES, INCLUDING INGRESS AND EGRESS, FOR THE PURPOSE OF CONSTRUCTING, OPERATING, MAINTAINING, AND REPAIRING MUNICIPAL SERVICE FACILITIES AND READING METERS OVER, UNDER, UPON, AND ACROSS THE REAL PROPERTY. OWNER: TAYLOR MORRISON OF CALIFORNIA, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY m /' TI TfcC� NOTARY ACKNOWLEDGEMENT AspL 7� DATE 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 aPaVQ .___) SS n` f ON BEFORE ME, Ic - ,_ W1aSNOTARY PUBLIC, 'PERSONALLY APPEARED G� l'e_________, WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIbACE 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 PERSON(S) ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER THE PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FORGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY D SIGNATURE: ___ NAME OF NOTARY PRINTED COUNTY IN WHICH COMMISSIONED: C>avl_e' DATE COMMISSION EXPIRES: COMMISSION 1\18,; _ -2-505-S ______ i PROACTIVE ENGINEERING CONSULTANTS — NICHOLAS A. STREETER PLS 9067 SIGNATURE OMISSION PURSUANT TO THE PROVISIONS OF SECTION 66436 (a)(3)(A)(i-viii) OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING OWNERS OF EASEMENTS AND/OR OTHER INTERESTS HAVE BEEN OMITTED: THE BEAR VALLEY AND ALESSANDRO DEVELOPMENT COMPANY, A CORPORATION, HOLDER OF AN EASEMENT FOR PIPES, DITCHES, AND FLUMES FOR IRRIGATION PURPOSES, RECORDED IN BOOK 11, PAGE 10 OF MAPS. 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 ASSESSM N S COLLECTED bLECTED AS TAXES NOW A LIEN BUT NOT YET PAYABLE, WHICH ARE ESTIMATED TO BE ID.DATE:----- MATTHEW JENNINGS, ANTY T C �LEOR BY: ------------ - - --- =J---------- , DEPUTY TAX BOND CERTIFICATE I HEREBY CERTIFY THAT A BOND IN THE SUM OF $------ 11`� _6U___ 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: N<_` �L�-> 20-L.-�C ----- �THEW OR SURETY BOND JENNINGS COUNTY TAX COLLECTOR BY: ------------ -�---------- , DEPUTY SHEET 1 OF 6 SHEETS RECORDER'S CERTIFICATE: FILED THIS t5 DAY OF � 2025, AT II-t—f A . IN BOOK 501 OF MAPS, PAGES _11-1-7 AT THE REQUEST OF THE CITY CLERK NO. 2o25-bl4fogb6 FEE: # t q PETER ALDANA, Q0 NTY RECORDER BY: _k- DEPUTY SUBDIVISION GUARANTEE ?l-i2s7- f}ME22/c'r4N 7?17-F SURVEYOR'S STATEMENT THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF TAYLOR MORRISON OF CALIFORNIA, LLC IN APRIL OF 2024. 1 HEREBY STATE THAT ALL MONUMENTS ARE OF CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR THAT THEY WILL BE SET IN ACCORDANCE WITH THE TERMS OF THE MONUMENT 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. THE SURVEY IS TRUE AND COMPLETE AS SHOWN. t�_ LANO SU N. STAFF` �< z � o - - --------------�� ---------- NICHOLAS A. STREETER P.L.S. 9067 DATE i� N0. 9067 CITY 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 TENTATIVE MAP OF TRACT MAP 38265 AS FILED, AMENDED, AND APPROVED BY THE Qi NNrNG COMMISSION ON Q�c"QS��R_ 207-4 THE EXPIRATION DATE BEING 4CIZZ� _ _, 207,5, AND THAT I AM SATISFIED THIS MAP IS TECHNICALLY CORRECT DATED: _ _-_ Z3------, 20 5- CIVIL BY: =/A/c_ , L JZ GEORGE ALVAR R.C.E. 25161 AUTHORIZED AGENT OF CITY ENGIN , CITY OF MORENO VALLEY r %J Fiyc Alp v C-1) N R.C.E.25161 \F OF CAo��� I HEREBY STATE THAT I HAVE EXAMINED THIS MAP; THAT THE SUBDIVISION AS SHOWN IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP OF THE TRACT MAP AS FILED AND APPROVED BY THE CITY OF MORENO VALLEY PLANNING COMMISSION AND ANY APPROVED ALTERATION THEREOF; THAT ALL KNOWN PROVISIONS OF THE STATE LAW AND CITY REGULATIONS APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH. DATED: - �------------ 20 6t__ MELISSA WALKER, R.C.E. 62940 CITY ENGINEER, CITY OF MORENO VALLEY CIVIL FNc S vu '�R,C,E,62940 qTF OF CAL\F���\P CITY CLERK'S STATEMENT THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BY ITS COUNCIL, HEREBY APPROVES THE TRACT NO. 38265. THE PERPETUAL NON-EXCLUSIVE EASEMENT OVER LOTS 1-98, INCLUSIVE, LOT "A", LOT "B", LOT "C", LOT "D" LOT "E" LOT "F" LOT "G" LOT "H" LOT "I" LOT "J" LOT "K" LOT "L" LOT "M" LOT "N" LOT "0", LOT "P", LOT "Q", LOT "R", LOT "S", LOT "T", LOT "U", LOT "V", AND LOT "W" FOR MUNICIPAL ELECTRICAL UTILITY PURPOSES, INCLUDING INGRESS AND EGRESS, FOR THE PURPOSE OF CONSTRUCTING, OPERATING, MAINTAINING, AND REPAIRING MUNICIPAL SERVICE FACILITIES AND READING METERS OVER, UNDER, UPON, AND ACROSS THE REAL PROPERTY IS HEREBY ACCEPTED, SUBJECT TO IMPROVEMENTS. DATED: A, I--Z �------- 20 ZS -- M. PATRICIA RODRIGUEZ CITY &ERK CITY OF MORENO VALLEY RIVERSIDE COUNTY, CALIFORNIA SECTION 9, TOWNSHIP 3 SOUTH, RANGE 3 WEST J.N. 23-2518 IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEING A SUBDIVISION OF A PORTION LOT 3 OF BLOCK 104 OF MAP NO. 1 OF BEAR VALLEY AND ALESSANDRO DEVELOPMENT COMPANY, AS SHOWN PER MAP RECORDED IN BOOK 11, PAGE 10 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, LYING WITHIN SECTION 9, TOWNSHIP 3 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN PROACTIVE ENGINEERING CONSULTANTS — NICHOLAS A. STREETER PLS 9067 so SUNNYMEAD BOULEVARD FIR W AVENUE EUCALYPTUS AVENUE W WW DRACAEA AVENUE W— p Z c/)co co ti COTTONWOOD AVENUE z PROJECT BAY SITE AVENUE m ALESSANDRO BOULEVARD co z ul z o = BRODIAEA w o W AVENUE w w ti co � o a Y z CACTUS AVENUE w VICINITY MAP NOT TO SCALE CFD NOTE THIS MAP IS WITHIN THE BOUNDARY OF CFD 2014-01, CFD 2021-01, AND CFD 2023-01. POINT 'A" -0°31'19.80" C.G.F. :0.99993529 co U U POINT "A" N: 2 280 059.509 E: 6 273 389.114 I I i 1 1 1 I i I I I I i 1 I i I 1 �i NI C\ L1 NI w of of zl 1 I 1 1 I I 1/ "MLFP" N: 2 279 468.79 E: 6 237 667.53 2025-0��4�q�6 �o� SHEET 2 OF 6 SHEETS LEGEND BOUNDARY MAP INDICATES THE BOUNDARY OF THE LAND BEING i I I I I I I I 1 SUBDIVIDED BY THIS MAP O � � � -I I— I I ►--+ �„� ( — (_ ( I — CENTERLINE Q I I ( I I I I I I ( POINT "B" RIGHT-OF-WAY N: 2'0�9.280230 e E: 6 276 013. 793 • CORS STATION SYMBOL BAY' AVENUE HEREON INDICATES FOUND MONUMENT AS NOTED \ - _ - BASS OF BEARINGS / O F'/ 1 S.F.N. INDICATES RECORD DATA \ ` Q CFR SEARCHED, FOUND NOTHING -- - I Lam; / I I ESTAB. CALCULATED FROM RECORD 71-- t ESTABLISHED pEa WAY _--BASIS OF BEARINGS 7THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS L - � "MLFP","PPBF", AND "P584" EPOCH 2010.00 AS SHOWN HEREON. ALL BEARINGS --� SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM 3G/ _ / REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. ALL L_ - -`�- 1 o w\ysos �^I —1-1 j � I/ �1 DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. �� l ____I 1 GRID DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY FQ�\-� j / A COMBINATION FACTOR OF 0.99993529. CALCULATIONS ARE MADE AT "POINT i L/ 1 A" WITH COORDINATES OF N: 2,280,059.509, E: 6,273,389.1 14, USING AN ELEVATION OF 1596' NAVD88. m / W E-, \I -- -- N.1J, Q / O \ r O — — / A- / `\ / - - 4 \ w \. �,�� c,��, - 7-- �I — — \� t ALESSANDRO \ / BOULEVARD `\ \ 1 N53°20'18"W 51,046.22'(51,04 GRID) N73°58'05"E 79,95 2,956.93' GRID) "P584" 2 :"PPBF" N: 2 269 136.471 5 N: 2 248 987.637 E: 6 348 737.604 E: 6 278 618.148 GRID TIE DIAGRAM NOT TO SCALE EASEMENT NOTES AN EASEMENT FOR PIPES, DITCHES, AND FLUMES FOR IRRIGATION PURPOSES IN FAVOR OF THE BEAR VALLEY AND ALESSANDRO DEVELOPMENT COMPANY, A CORPORATION RECORDED IN BOOK 11, PAGE 10 OF MAPS. NOT LOCATABLE FROM RECORD. MONUMENT NOTES - INDICATES FOUND AND ACCEPTED MONUMENT, AS NOTED. UNLESS NOTED OTHERWISE. O - INDICATES SET 1" I.P. AND TAG "LS 9067" PER CITY OF MORENO VALLEY STD. PLAN MVSI-170B-0 (STANDARD "A" MONUMENT) FLUSH, UNLESS OTHERWISE NOTED SET 1 " IP AND TAG "LS 9067" FLUSH, AT REAR LOT CORNER AND ANGLE POINTS INSIDE LOT LINES, UNLESS OTHERWISE NOTED. (STD. MONUMENT "A" PER MVSI-170E-0) SET NAIL AND TAG "LS 9067" ON TOP OF CURB AT THE PROLONGATION OF SIDE LINES IN LIEU OF FRONT CORNERS, AND FOR CURB RETURNS, E.C.'S AND B.C.'S (STD. MONUMENT "E" PER MVSI-170-E-0). SET NAIL AND TAG "LS 9067" ON TOP OF WALL, IN LIEU OF REAR LOT CORNER WHERE APPLICABLE (STD. MONUMENT 'E" PER MVSI-170-E-0) ALL MONUMENTS SHOWN SET WILL BE IN ACCORDANCE WITH CITY STD NO. MVSI-170 SERIES, AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES WILL BE SUBMITTED TO THE CITY OF MORENO VALLEY, J.N. 23-2518 202570144q 6G o` h � Ors i a � MONUMENT NOTES M1 FOUND 1 " IRON PIPE IN MONUMENT WELL MARKED "L. S. 6935" DOWN 0.3' PER R2, R3, R4, AND R5. ACCEPTED AS THE CENTERLINE INTERSECTION OF MORRISON STREET AND BAY AVENUE. M2 FOUND I" IRON PIPE IN MONUMENT WELL MARKED "L. S. 6935" DOWN 0.3' PER R3. ACCEPTED AS THE CENTERLINE INTERSECTION OF CARDAMOM WAY AND BAY AVENUE. M3 FOUND I" IRON PIPE WITH PLASTIC PLUG IN WELL MONUMENT MARKED "L. S. 6935", DOWN 0.3' PER R3. ACCEPTED AS THE CENTERLINE INTERSECTION OF VOLGA LANE AND BAY AVENUE. Ma S.F.N., ESTAB. BYPROPORTION BETWEENMI AND M7 PER R2. M5 FOUND 1 " IRON PIPE WITH PLASTIC PLUG IN WELL MONUMENT MARKED "L. S. 6925" DOWN 0.2' PER R3. ACCEPTED AS THE CENTERLINE INTERSECTION OF SAPPHIRE WAY AND BAY AVENUE. M6 FOUND I" IRON PIPE WITH PLASTIC PLUG IN WELL MONUMENT MARKED "P.L.S. 5137", DOWN 0.2' PER R10. ACCEPTED AS THE CENTERLINE INTERSECTION OF NASON STREET AND BAY AVENUE. M7 FOUND COPPERWELD, ILLEGIBLE IN WELL MONUMENT, DOWN a 3' PER R 10. ACCEPTED AS THE RECORD CENTERLINE INTERSECTION OF OLD NASON STREET AND BAY AVENUE. Ms FOUND COPPERWELD, ILLEGIBLE IN WELL MONUMENT, DOWN 0.3, NO REFERENCE. ACCEPTED AS THE CENTERLINE INTERSECTION OF OLD NASON STREET AND ALESSANDRO BOULEVARD ALSO BEING THE SOUTHEAST CORNER OF SECTION 9. M9 FOUND 1" IRON PIPE WITH PLASTIC PLUG IN WELL MONUMENT MARKED "P. L. S. 5137" DOWN 0.6'. ACCEPTED AS THE IMPROVEMENT CENTERLINE INTERSECTION OF NASON STREET AND ALESSANDRO BOULEVARD. M10 S.F.N., ESTAB. BY PROPORTION BETWEEN M8 AND MI PER R 1. M1 t FOUND I" IRON PIPE WITH PLASTIC PLUG MARKED "L. S. 6935", FLUSH PER R2. ACCEPTED AS THE SOUTHEAST TRACT CORNER OF R2. M12 FOUND I" IRON PIPE IN WELL MONUMENT MARKED "L. S. 6935" DOWN 0.4, NO REFERENCE. ACCEPTED AS THE CENTERLINE INTERSECTION OF MORRISON STREET AND ALESSANDRO BOULEVARD, ALSO BEING THE SOUTH QUARTER CORNER OF SECTION 9. M13 FOUND 1 " IRON PIPE IN WELL MONUMENT MARKED "L. S. 6935", DOWN 0.3' PER R4. ACCEPTED AS THE CENTERLINE INTERSECTION OF MORRISON STREET AND DANUBE WAY. M14 FOUND 1 IRON PIPE IN WELL MONUMENT MARKED "L. S. 6935", DOWN 0. V IN LIEU OF 1 " IRON PIPE MARKED "L. S. 6935" FLUSH PER R2. ACCEPTED AS THE CENTERLINE INTERSECTION OF VOLGA LANE AND PEGASUS WAY. Mt5 FOUND LEAD AND DISK MARKED 1. S, 6935" FLUSH IN TOP OF CURB PER R2. ACCEPTED AS THE PROPERTY LINE PROD OF LOT 65 PER R2. MI6 S.F.N., ESTAB. BY INTERSECTION. M17 FOUND 1 " IRON PIPE IN WELL MONUMENT MARKED "L. S. 5137", DOWN 0.5' PER R10. ACCEPTED AS THE CENTERLINE INTERSECTION OF NASON STREET AND COTTONWOOD AVENUE. M1s FOUND COPPERWELD IN WELL MONUMENT MARKED L. S. 5946" PER R10. ACCEPTED AS THE CENTERLINE INTERSECTION OF OLD NASON STREET AND COTTONWOOD AVENUE ALSO BEING THE WEST QUARTER CORNER OF SECTION 9. M19 FOUND I" IP AND TAG "L. S. 9067" PER CITY OF MORENO VALLEY STD. PLAN MVSI-17OB-0 AND MVSI-170A-1 AS SET BY TR 38265-1 MB501 /W{ 11 IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO. BEING A SUBDIVISION OF A PORTION LOT 3 OF BLOCK 104 OF MAP NO. 1 OF BEAR VALLEY AND ALESSANDRO DEVELOPMENT COMPANY, AS SHOWN PER MAP RECORDED IN BOOK 11, PAGE 10 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, LYING WITHIN SECTION 9, TOWNSHIP 3 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN REFERENCES PROACTIVE ENGINEERING CONSULTANTS — NICHOLAS A. STREETER PLS 9067 BAY AVENUE R1 MAP NO. 1 OF BEAR VALLEY AND ALESSANDRO - ti1 - N89°33'26W 2640.72' (2640' CFR1)(2640.78' R2, R3)(2640.76' R8) DEVELOPMENT COMPANY, MAP BOOK 11, PAGE 10 -. �� - 1320.36' (1320' CFR1)(1320.39' R3) BOUNDARY ESTABLISHMENT ��- 562.02' S6200' R2) R3 TRACT NO. 31212, MAP BOOK365, PAGES 21-26 �� - 27807' V M16271.95' - R4 TRACT NO. 31213, MAP BOOK 384, PAGES 86 - 89 M3 N N 660.17' (660'CFR1) R5 TRACT NO. 32505, MAP BOOK 435, PAGES 63 - 66 w o o N (660.19'R2) R6 PARCEL MAP NO. 16794, PARCEL MAP BOOK 95, PAGE 86 GRAPHIC SCALE IN FEET "' rl) D o `' 6' TRACT j\J J rj o o j j- j R7 PARCEL MAP NO. 9968, PARCEL MAP BOOK 49, PAGE 37 0 75' 150' 300' 0 12 , M R8 RECORD OF SURVEY, RECORDS OF SURVEY BOOK 80, NORTH r r) r> r /z IY-N893326ti �1 RAI C N J � l- , PAGE 53 „ _ 1 - 150 . J J 1 .N., R9 RECORD OF SURVEY, RECORDS OF SURVEY BOOK 96, _/ J6J '-1 —'3J 00TABLISHED BYPAGES 40 - 42 VOLGA ANE ER00 SECTIONR10 CORNER RECORD 2023-Oo43' W 3 i �`- \ r' " r rR)r\..r 110, 3l�l�( 104 I10 i 2T / T --� P� DETAIL "A" NOT TO SCALE 'BAY r—' — — AV NU RECORD O SURVEY RT °D. T l J3 i — — N 9°33'26�1 — M3 �� M5 \ 13 CFR1 (1320.3 ' R3) 4l 2640.72' (2640' CFR1)(2640.78' R2, R3)(2640.76' R8) M1 NORTHERLY LINE OF BLOCK 104 370.12'(370.13'R2) 562.02'(562.00'R3) - - 388.22' 388.26'R3 - 1320.36' (1320' CFR1)(1320.39' R3)(1320.38' R8) > > 660.19'(660'R1 660.20R2� — 278.07 �.� if: . 271.95, 'R1 660.19'R2 660.18' (660' R1) M2 6"W 66Q.17 I -S.F.N., ESTABLISHED N�9 33 2S.F.N.,� -BYPROPORTION �„ "' ! ESTABLISHED BYDETAIL "A" � ,SE THISINTERSECTIONBETWEEN M7 AND HEET I -- ___ M16 PER R1 I i — LOT 3- ' V 14-G LA E � N � U o — O _ _ m M14 - �� u- P GA US WA'� CC) 2 0 �M15✓� �� W LS7 E-, I I I I I ( c I u CD B � o W I AG US CT i� o o — — N _ N I co �AC,T I l\ 0 . � J r' � 7 CIA I 5i I-T S.F.N.I ESTA LISHEID BYJ OPOtON OETINEMl1AND DANUBE WAY 1 M13 — � _ �C) co N O N �) CC � RHONE CT _ 9 l� I I I 660.36' (660.29' R2) PARrr I JMAP J\10. 16794 P,M,D'. J5 / S6 NOW I 12,35.14' j - oOoj 660.32' (660' R 1) (660.29' R2) — M11 o N89°3357"W o — co — — JJ / JJ SHEET 3 OF 6 SHEETS COTTONWOOD�M1� �18 AVENUE r; rn III 660.18' (660' R1) LOT 2 1 LOT I S.F.N., ESTABLISHED BY J L O CK l O zi INTERSECTION S.F.N., ESTABLISHED BY INTERSECTION IM . LOT 1 1 LOT 8 S.F.N., ESTABLISHED BY BETWEEN M8 AND MI PER R1 660.32' (660' R1) 1320.63' (1320' CFR1)(1320.60 R2)(1320.59' R8) 2641.31' (2640' CFR1)(2641.18 R2, R8)(2641.19' R6, R9) SOUTHERLY LINE OF BLOCK 104 ALESSANDRO BOULEVARD M6 ofck-1 i- 00m oi �2 ' CD N N O J �Ln � �oLL co CDC-) OO O �c�W Ln r2 N Z � = J C, 00 aj 0� II ���- CV w� iW w co I- S.7M, ESTABLISHEINTERSECS.F.N., ESTABLIS BY PROPORTION BETWEEN M7 AND M8 PER RI W w 0 �� c Q co I c o LnLn -E� I I ll� 660.31 ' (660' R 1) 660.31' (660' R1) JT� J O M8 (15.96'M&R2) // 'J JJ J.N. 23-2518 LEGEND INDICATES THE BOUNDARY OF THE LAND BEING SUBDIVIDED BY THIS MAP INDICATES SHEET LIMITS OX INDICATES SHEET NUMBER 98 INDICATES LAST LOT 0 �7 IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA a rowclo 90ff" 2 A ri a 0 �01OW4 BEING A SUBDIVISION OF A PORTION LOT 3 OF BLOCK 104 OF MAP NO. 1 OF BEAR VALLEY AND ALESSANDRO DEVELOPMENT COMPANY, AS SHOWN PER MAP RECORDED IN BOOK 11, PAGE 10 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, LYING WITHIN SECTION 9, TOWNSHIP 3 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN PROACTIVE ENGINEERING CONSULTANTS - NICHOLAS A. STREETER PLS 9067 SHEET INDEX MAP rrlA 0 r -312R J\1,8, 65/2-1-26 3-1 Jr) 33 L I J 36 Jf rl� J`JJ - SAPPHIRE WAY 2025-O060G 0� h Qti%iyloA SHEET 4 OF 6 SHEETS GRAPHIC SCALE IN FEET 0 30 60 120 SCALE: 1"=60 DRAGON RUIT WAY 79 � (PRIVATE STREET) O� 26 2,016 SQ. FT. `r N LDTI DD C, 1,778 SQ. FT. LiI rr TlA r NO, 38266-l w L=2.04' o JVLB. 50 1/ 6-4-- ll o L=2.04' R=6.00' A=19°28'16" z 0 R=6.00' 4=19°28'16" L=59.58' ,R-48.00- - N89°33'57"W --�- 7-707'27" \-N19°02'13"W I N19RAD g"� 18.17' RAD N89'33'57"W VERBENA DR 2.92' L O r `f (PRIVATE STREET) 16 1,778 Q. FT. N89°33'57"W 80.00' DETAIL A N.T.S. 11 L=5.73' 1,778 SQ. FT.' R=10.00' >A=32°49'55" N89°33'57"W 1.29' 4-3 5211 W w W N57°36'08:E, 39.11' -#- p� `N52°41'46"W Q co RAD -i �CN I.L Q N z f') Z N w o LOT O a I o O 13,250 SQ. FT. N LOT N o FIG TREE AVE a 6,989 SQ. FT. z (PRIVATE STREET) n. �- 108,00' - 14.89' �- N89°33'57"W 230.97' LOT M 2,760 SQ. FT. - N89°33'57"W 24.00' 12.00' >- 12.00' L=6.44' Q o NO°26'03"E---, >R=10.00' I 0.58' - 6° "c ~ M DETAIL B N.T.S. UO 1,934 SQ. FT. N70°16'49"E R=6.00 N70°25'28"E R=48.bO\ N11°35'26"E L=5.24' o z RAD / L=1.17' R=6.00' / R=6.00' \1 �� A=50°03'09 a 11°09'23" N W N20°13'40"E� `L=1.28' N89°33'57"W-�-- OI W w RAD / NO°26'03"E '/ 213.81' R=6.00' 1 Z / w 0.86' / o rn A=12*15'57" LOT O N23°53' w to o L=2.45' 13,250 SQ. FT. H > - RAD z R=6.00' A=23`25'20' VERBENA DR L W a (PRIVATE STREET) Z � DETAIL C N.T.S. J.N. 23-2518 GRAPHIC SCALE IN FEET 0 30 60 120 SCALE. 9 "=60 IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO. 38265 BEING A SUBDIVISION OF A PORTION LOT 3 OF BLOCK 104 OF MAP NO. 1 OF BEAR VALLEY AND ALESSANDRO DEVELOPMENT COMPANY, AS SHOWN PER MAP RECORDED IN BOOK 11, PAGE 10 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, LYING WITHIN SECTION 9, TOWNSHIP 3 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN PROACTIVE ENGINEERING CONSULTANTS - NICHOLAS A. STREETER PLS 9067 2025-0146Q66 0 orio��nal �� SHEET 5 OF 6 SHEETS CURVE DATA TABLE FOR THIS SHEET ONLY - RADIUS LENGTH DELTA Cl 10.00' 15.71' 90°00'00" C2 3.00' 4.71' 90°00'00" C3 6.00' 2.04' 19°28'16" C4 45.42' 33.49' 42°14'46" C5 38.30' 17.37' 25*59'18" C6 74.67' 14.15' 10`51'28" C7 9.00' 6.57' 41 °48'37" C8 48.00' 22.77' 27*10'57" !, C9 48,00' 35.86' 42`48'29" C10 6.00' 7.45' 71 *07'27" RIVERWOOD RD SEE SHEET 6 LOT "J" RIVERWOO_D RD -- - -- (PRIVATE STREET)- - - - - --- - - - - ---- - - - - - - 1 1 SQ FT (PRIVATE STREET) r r r I �T J J J J - /I . /r PR 0,36 PR REET rr �iACT N n 65 .I i� n I I o J N48°37'26"E o W N483726 E N47°45'20"W N19°54'19'E > o • '" N47'45'20"W o 1 _ / RAD -7 - - - - - - C' f- RAD RAD � N53°33'51"E -o RADC7 4 RAD � j C3 N52'41'46"W LOT "W" _ L1 N N89°33'57' W 79.42' RAD _ N89°33'57"W n - - - LINE DATA TABLE FOR THIS SHEET ONLY - BEARING LENGTH L1 N89°33'57"W 14.36' L2 NO°26'03"E 36.27' L3 N89`33'57"W 9.08' L4 NO°26'03"E 1.00' L5 N89°33'57"W 4.90' L6 N51 °30'58"W 22,86' L7 N13°59'27"W 18.59' L8 NO`26'03"E 32.00' L9 j N89°33'57"W 8.00' L10 N89°33'57"W 33.05' L11 N89°33'57"W 30.00' L12 N89°33'57"W 28.00' L13 NO°26'03"E 28.00' N8s 33 57 W r 40.00 - N89 33 57 W 134.18 L� (LANDSCAPING) C� NO°262 "E f! 1` , '20.00''- ---- -_- -��-- - _ NI D N89°33'57"W 148.02' �\ 689 SQ FT 14.00'� 14.00' 39.71' 39.71' 14,00' 14.00' 37.71' I , RA 7 ; 20.00'-' 1 64.10' \' 42.00' 40.08' ' 12.00' 12.00' 40.00' '! 66.00' o ` 42.02' '! NO°20'29"E N ; I L12 �! 1 �C7 C7�' - L12 �C7 l/ \ / �%N89°33'57"E o I �� L=6.44' RAD N �1 1 42.00' I I 1 / 1 I 1 C3 N89°33'57"W \ N89°33'S7"W G. _ L2 - L=6.44' N89°33'57"W o CD L' 40'00' 12.00' -24. R=10.00' ! 1 ! ! 1 R=10.00' 00 N42°01'14"W R=45.42' , 4=36°52'12" A=36°52'11" NO°26'53"E \ ^5p. - - "W - - _ �N19°02'13"W -24. 4.42'� �- R ��� N42°13'45"W R=50.00' " RAD / Q2.00 12.00j / r p,�2� N 90 95 96 � 75 N Cv 30 0 'CD ! I r o L10 - o � d- 25 20 0 0 1 g � 14 � 13 1,862 SQ. FT. 0 2,180 SQ. FT. 2,180 SQ. FT. q M 1,810 SQ. FT. 2,170 SQ. FT. 00 0 0 00 1� �6 11 ! ` - N89°33'57"W / ( N 2,016 SQ. FT. 2,016 SQ. FT. � 2,012 SQ. FT. d- 2,376 SQ. FT. o � 2,017 SQ. FT. - \� 42.00' I I M Q I )3.0533'47"W i_ N89°33'57"W 1 / N89°33'57"W k o �-� I Lu $9 42.00' 42.10' /- 42.00' J 42.08' J o /- - k w w /- N89°33'57"W i / N89°33'57"W � oo / 42.00' 1 42.00' + 1 ! 1 / N o 42.00' 42.00' X 0 1,851 SQ. FT. o 0 � n o o o I 1' N89°33'57"WI 84.08' o N89°33'57"W 83.89' W 42.01' p o 42.00' ! 1 N89°33'57"W/ 84.00' ! o I W N` I I o Q o \ / �J cc W w o I` Li � �' Mo 0 1,80 SQ. FT. o �! � CD 0 29 0 � co � w ri Z a � M o o a ri ri 1,810 SQ. FT. r i b M / 91 94 97 �' 24 21 0 0 0 0 0 C o Q I o N89°33'57"W o 0 0 o co 0 o I o' N ro o 0 o z I 0 18 0 CD 15 0 0_ I `` ` 0 12 0 w " o - 0 CD 1,806 SQ. FT. o 0 1,806 SQ. FT. CD ,, 1,806 SQ. FT. o N o 1,806 SQ. FT. "� 1,809 SQ. FT. N ` M w ' co "' o o ri co 0 1,806 SQ. FT. 1,806 SQ. FT. -tn o ri 0 No 42.00' ozVi z a d M Z io w w "1 I N z z d Q N 1,806 SQ. FT. }w n o,oN o� z F' wCL a o tc"a w z J w - :� i� ai CD/.- , o ! /� i �t to ;.,� z-00 (n o o N89°33'57"W $$ J LL z No r o N89°33'57"W M /_ 1 _\ W _ /CD cN LL / w o !_ 1 _ 1 z M 1 42.00' I - z � 42.10' rn o 42.00' - - 42.08' E- - 42.00' , - 42.00' , / U d b o N89°33'57"W - W� 42.00' 42.00' - / J N89°33'57"W L0 CCl o = = p o 1,890 SQ. FT. o W ? F• N _ N N °�° N89°33'57"W/ 84.08' '( Zu' LL 1 I �( o 1' 42.01' ! W �_ 10 _ W 1 x a N89°33'57"W 83.89' LL 0 � � � � 42.00' I F_ a I O � � N89°33'57"W/ 84.00' I cl)� � �. � t` m W I O Q v C3 I cD 77 Q LI /\ W W W 1.1� Lu Lu I OCD M I LL m ~ v 1,806 SQ. FT. o o p o 2$ o0 0 0 23 22 J w - d 11 ND m N o M rri - � rri 1,810 SQ. FT. ri I o 1,886 SQ. FT. o 0 17 16 o N89°33'57"W b 92 uo III o O o J v o �• = d V N o 1,890 SQ. FT. o LLla o o O u o z 93 98 O n z _ o O 00 1,887 SQ. FT. 1,926 SQ. FT. z w i I z z oz r� L=6.44' o M M 1,886 SQ. FT. 0 6i N o 0 /' (� Iin � w W R=10.00' O 1,886 SQ. FT. M SEE DETAIL z o 1,883 SQ. FT. o 0 1,926 SQ. FT. t� J cn L=28.48' 42.00' ! v w jI L=6.43' L=6.44' B ON SHT 4`� 000 R-22.00' L=6.42' CD I L=6.42' L=6.42' �I W N / , LL a , 2] / , F- u, fA=36°52'12" Q. - - z o m w N89°33'57"W Z> N89°33'S7"W - = o\ i N53°33'51"E R=10.00' R=10.00' N l - o R=9.50' zI R=9.50' R=9.50' -lo - 1 /� 1 L2 / �1 I 1 1 A=74°10'22" N16°15'41' E n �` 1 I/ 1 I 1/ N Q W¢ O� � _ _ / - - - 4=38°41'29' L12 � 1 / >_ a Q w F- /� RAD A=36°52'11" fl=36°52'12" fl=38°41'29" fl=38°41'29' 42.00' 42.10' w RAD J r 1 / 1 ! w �1 / _ 1 /_ I I N89°33'57"W 1 / L=6.08' M /' 14.00'! 14.00' /- zI a v N Q - 40.00' 40.08' 12.00'/ 112.00' - 40.00' 40.00' I - 40.40' N89°33'57"W 38.12' 38.12' I co 38.12' - - V � j F L ' o N89°33'57"W 72.08' ' 39.11' ' / R=22.00' N89°33'57"W 70,12' / I L9 I "' L53°33'51"E N89°33'57"W 80.00' kk� I o N N32°12'10'W of o vN8933'57 W� 78 (� N u' N52°41'46> W N I z / A 15°49'39' o - J \ N32°12'10"W n = o 0 0 L7 � - RAD 32.00' z = o0 56.00' RAD 1 I_ RAD 5.12' , 0 1,806 SQ. FT. o p Z a r - 22.00' - - 86.08' RAD 1 / n ++ - o - - _ 88.00' - = 23.00' i 1,810 SQ. FT. O LOT N 108.00' Lo C" N89°33'57"W 200.00' ,+ „ o p. 1 b - - - - L=34.56' _ _ HIBISCUS AVE LOT R 1 � ! J N89°33'57"W 230.97' 6,989SQ FT - - - a,90° N18°14'15"W �; �, J �, FIG TREE AVE R=22.00' RAD-19.04' (PRIVATE STREET) 4,214 SQ FT / (PRIVATE STREET) O 1N89°3357W 145.00' N89°33'57"W 208.97' fl=90°00'00" �r- _� _ _ o / N89°33'57"W ` /- N89°33'57"W o - 40.03' / 43.00' 'I 43.00' ! 43.00' 'I 39.94' 40.04' ! j 43.00' ! 43.00' / 38.00' ��a / , L=3.40' 42.00' 42.10' L=9.42' �o R=9.50' ,�, Lu y R=9.00' [_._ ! � 40 SEE DETAIL A I \ R=6.00' R 17.00'� 1 1 ! LL z� M� A=20°29'42" o a o 0 o g fl=90°00'00" o _ 20' 20' ON SHT 4 0 [1=90°00'00" 0 7 0 $ b 9 0 4=90°00'00" �- a 79 2co 6 N o 6 1,806 SQ. FT. 0 1,806 SQ. FT. 1,806 SQ. FT. 10 0 J�f v o $7 N `� $4 N $3 ND $0 0 o 1,869 SQ. FT. o "CN 0 1,961 SQ. FT. o I ..I 1,804 SQ. FT. 1,806 SQ. FT. z 1,806 SQ. FT. z 1,957 SQ. FT. r� N D 2,016 SQ. FT. N 1,925 SQ. FT. �r c N o 0 14.00'1 /14.00'� w - - - - - 1 / 1 ' r'r'-) o i' � 12.00i 16.00' o C? o Q o N89°33'57"W 176.00' _ --- - _ _ o 0 0 0 r- � o _ ` L12 I o No �' fl/ \ I 1 1 t/ N89°33'57"W 00 I w N - 43.00' - - 43.00' - - 43.00' - - 47.00' - N I IN27°36'59"E / l� l I 1, t W n „ _ ___ ___ - - 0 28.00' 46.03' 43.00' 43,00' - - 43.00' 46.94' - z o LOT U o �' l 1 1 1 RAD 0O o w .,� Q z 45.00' I 43.00' 'I - 43.00' 'I 45.00' '/ b OPEN SPACE °� z �2� I N89°33'S7"� C8 LOT rn `` N89°33'57°W 221.9T W W o I = cli1,326 SQ FT �� 54 pl 271 18.1 T R=48.Op 1\ o C 1 � 1 0 1 / No o o a p 86 W W D II II (\ OPENYSPAC N N N z W � V o = _ N50°08'09 W L� ---- J S 922 SQ FT. w 5 0 0 0 1,876SQ.FT. o o $5 0 0 $2 0 0 $1 o w,--� �5 ,�------- 66 Y�W z z 3 z z o OW r� - o _ o o M RAD 1 h _---------------� A1,934 SQ. FT. 4 - - LL N 1,806 SQ. FT. 0 1,806 SQ. FT. 1,890 SQ. FT. o �' - - ---------- o 0 0 2 0 1 cri w CV N N nN N N 'b h - 1,806 SQ. FT. 1,806 SQ. FT. �, � L=12.57' o d o a o N I 0 °16'49"E © R=6.00' dN 1,806 SQ. FT. c 1,961 SQ. FT. LiR=B.00' z z z o „ .�, VERBENA DR LOT nY" �\ _fl=90°00'00" zL4 �v (PRIVATE STREET) 25'28"E © R=48.00' L=11.00' LLw ----- Z- R=7.00' 1 /37.00' - 43.00' - 43.00' 45.00' J /L3 L5 N700°41'24"W 1 I \ I 1 !_ 1 I_ _`OC�=90°00'00"� N44.87' 43.00' 43.00' 43.00' 39,94' QN89°33'S7"w 177.08' SEE DETAIL C � o v N89°33'S7"W 213.81' -p „ VERBENA DR N `- a�(PRIVATE STREET) 177.08 K' i - 24.75' - F- - _- -_- _ _ -- _-- -_- ON SHT 4 VERBENA DR 4v �, L4 PRIVATE STREET) �OO•_. - - - - r - -( 216.20' LOT „O„ LOT "P„N89°33'57"W 201.08' oJ IOW 12'9°33'57"W N89°33'57"W 216.90' 13,250SQ FT18.818 SQ FT co Ir Z 70' � i' N89°33'57"W 235.14' LLI E I NECTARINE ST p N89°33'57"W 255.99' / LOT (PRIVATE STREET) 87 86 88 LOT " E" S 84 83 82 81 80 79 TRACT N0. 88268-1 1\/I.B, C: J.N. 23-2518 GRAPHIC SCALE IN FEET 0 15 30 60 SCALE: 1 "=30 0 p / CURVE DATA TABLE FOR THIS SHEET ONLY NO. RADIUS LENGTH DELTA Cl 10.00' 15.71' 90°00'00" C2 3.00' 4.71' 90°00'00" C3 6.00' 2.04' 19*28'16" C4 45.42' 33.49' 42" 4'47' C5 38.30' 17.37' 25*59'18" C6 74.67' 14.15' 10'51'28" IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO. 38265 BEING A SUBDIVISION OF A PORTION LOT 3 OF BLOCK 104 OF MAP NO. 1 OF BEAR VALLEY AND ALESSANDRO DEVELOPMENT COMPANY, AS SHOWN PER MAP RECORDED IN BOOK 11, PAGE 10 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, LYING WITHIN SECTION 9, TOWNSHIP 3 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN PROACTIVE ENGINEERING CONSULTANTS - NICHOLAS A. STREETER PLS 9067 BAY AVENUE 271,93' TRACT IND. 31212 M,B. 365 1 21 -26 SAPPHIRE WAY N89°33'26"W 660,17' BAY AVE (PUBLIC STREET) LOT " GG 0 I N89°33'26"W 617.16' 1 20.00' (' 20.00' 42.00' 42.00' 20.00' 42.00' 42.00' 20.00' 42.00' 42.00' ` 20.00' 42.00' 42.00' ' 20.00' 42.00' 42.00' 11 20.00�/ 5717' (2,'5 11 �� ( / \ 1 / w/ �_ `( 1 / c / N �r, .' I o / 1 / 1 I s 58 0 55 0 / ' 0 54 51 a / 1,806 SQ. FT. 47 0 / 46 43 c, 42 , c_Ln(D v 1,806 SQ. FT. � - 1,806 SQ. FT. rli In d r 1,806 SQ. FT, N 1,806 SQ. FT. - o o� N 1,806 SQ. FT. p N - 0 1,806 SQ. FT. �' 1,806 SQ. FT. p / 0 39 / °� o 38 0Nrnd aN' rn ° <* a ° d a n v a' rn o r n r 1,806 SQ. FT. r-i a 1,806 SQ. FT. ; 2,458 SQ. FT.oI QJ nj 00O N N� CHERRY N N O N 4 � 't � 9 "'LLJ a coN O) O N O� 01 OSQ. FT. W WM BLOSSOM ST W w C6 w p www°O in oN89°33'57' W 84.00' 1 o (PRIVATE STREET) O o /_ i o r) N/ 1 t o "' ' 0 p p co N I �r N89°33'5T W 84.00 - O - N89°33'57"W 84.00' - coo o - N89°33'57"W 84.00' 1 0 "'o oo o !_ N89°33'57" 84.00' k `' '' / J _ o o N89°33'57"W C14o 42.00' ' / 42.00' '/ z b b 42.00' / 42.00' `/ z o I � 1 42.00' `/ 42.00' `/ z z I o 42.00' '/ ' 42.00' '( b o I Z ; 42.00' 'r 42.00' '/ � IJ CD CD z ,` 57.16' Q 33 w z o w �H�//�� z o o CL M N W LJ m LL M N rn W W V/ W W z J ui W Q 12' 21' /- N89°33'S7"w ! LU co � 57 56 - a 53 ° 52 V Z CN 49 48 LL o 45 0 44 o Q W LL 41 40 0 �� 2,076 SQ. FT. rn b 2,076 SQ. FT. M W ~ °� 2,076 SQ. FT. "� p 2,076 SQ. FT. a f- m � 2,075 SQ. FT. N o 2,075 SQ. FT. m W w rn 2,074 SQ. FT. o a %' w O L] 41,97' / J 1 m z 0 rn z 7 O� rn z O> O t z 2,074 SQ. FT. o Q j � 2,074 SQ. FT. 00 z n �) o' 00 a J J a 0 0 2,074 SQ. FT. O� LL a 37 0 L=15.71' L=15.71' L=15.71' L=15.71' L=15.71' Q a. J Q a J J P Q 2,830 SQ. FT. / N I / L=15.71' I L=15.71' L=15.71' a L=15.71' L=15.71' 0 Lr R=10.00' R=10.00' 10.00 10.00' R=10.00' R=10.00' 110.00' 10.00' R=10.00' , 10.00' 1o.OQ' / I i I / L=15.71' 0 o p R=10.00' R=10.00' R=10.00' 110.00' 10.Oo' 10.00' 1o.00' 0 0 0 A=90°00'00" A=90°00'00" R=10.00' R=10.00'� �R=10.00' 1 c 60 - L1 A=90°00'00" A=90°00'00"T - L1 T A=90°00'00" A=90°00'00" T _ L1 A=90°00'00" A=90°00'00"� T M r; N/ N/ N N - L1 A=90°00'00" A=90°00'00' L1 A=90°00'00" d 1,805 SQ. FT. d W - 32.00' - - 32.00' - o - 32.00' - - 32.00' - 32.00' -i /- 32.00' - - / N f A'- N CD o 0 32.00' 32.00' - o - 32.00' 32.00' - i U no N89°33'57"W .� o o N N89°33'57"W 64.00' N N89°33'57"W 64.00' ` N - N N ` �, N89°33'57"W 64.00' N N89°33'57"W 64.00' N 47.16' N o w N N89°33 57 W 64.00' N "' \ / N o o-20.00- _ 84.00' - - 54.68' - 49,32' � / _ 104.00' N89°33'57' W - N - - 1 I - _ 25 80 _ 78.20' LOT G 62.51' � d b 41.98' oz QD � ¢ n LOT " G" EVERMORE DR / i N89°33'57"W 582.51' / N 18,662SQ FT - p _ L4 N89°33'57"W No°26'03"E I? N46°00'25"E EVERMORE DR 00 N46°oO'25 E L3 - o N45°08'20"W N Q� z N / u ri 18;662 SQ FT (PRIVATE STREET) o �. C2 C2 C2 C2 _ _ 11 W ai /� RAD " 16 87' _ 7 _RAD _ (PRIVATE STREET) p LIB 7.14' N89'33'57"W 123.82' N 3.00' RAD N89°33'57"W 130.49' `V N _ _ _ w w N89°33'S7"W 133.14' N RAD _ � IQ 40,82' / 43.00' '( 47.15' i L2 M o rn ' / 43.00' ` 43.00' 44.35'Lo 0 0 0 0 1 1 47.14' ` \ - - - _ N b CD CD 61 00 � L=7.76' L=7.75' p p o 0 0 � o L=7.75' L2 - / 43.00' '( 43.14' / n z C1 n ri �I G' 12.00' 12. 0' cO r` D N 12.00 12.00' L=7.75' w W 1,805 SQ. FT. d J zl N R=9.83' R=10.00' / 1 1 / C1 0 o o R-10.00'�' ( 1 11 R=10.00' N89°33'57"W z - o z A=44°25'38" i a I A=45°15'17" CD CD A=44°25'38" 2~ z z A=44°25'37" o Q w CD Q W o 64 65 68 0 52.00' o 69 70 71 _ LL 34 35 36 J b 1,828 SQ. FT. `r 1,806 SQ. FT. �* 2,094 SQ. FT. 27.00' o N - o 0 o o Q � 1 /r o M E- co r` 1,806 SQ. FT. 1,806 SQ. FT. 2,094 SQ. FT. o H � o 0 1,977 SQ. FT. 1,806 SQ. FT. 1,812 SQ. FT. ` z L� L� N89°3357W J o� rn o O w °o ' o O LOT T L7 N 41.99 / W> 6' `o r J- n n o 0 a W� / 43.68' 1 - 43.00' - 50.00' N o CO 7,520 PARK PT o /, _ o`o N o 0 0 Vo CQ.i v o W 43.00' 43.00° - 50.00' - w o Ln p /. 47.21' , - 43.00' - 43.14' N - co N89°33'57"W 136.68' o w w M N �, 62 M O o HUCKLEBERRY ST z (PRIVATE STREET)M / � I - N / / cv / / �/ o I p N89°33'57"W 136.00' 9 o N89°33'57"W 133.35' m 2,021 SQ. FT. r- 1 z ;1 o co p o z J/ 0 p w N N O -POMEGRANATE ST Gt N25°35 52 W R=38.30 0 63 p 66 0 67 o z o z o z o z o o (PRIVATE STREET) N25°38'1 W R=74.677 cc oN 1,834 SQ. FT. 1,806 SQ. FT. 0 2,079 SQ. FT. ' ooN - N89°33'57"W 52,00' - " N89°33'57"W _ 1,806 SQ. FT. 0 1,806 SQ. FT. " 2,079 SQ. FT. "' o 0 33 00 32 0 31 0 / w w N N c z 1,806 SQ. FT. 1,812 SQ. FT. C) L=15.71' z y 27.00' �, 1,961 SQ. FT. �1 C; cl; < �z'�• / N /10.% 110.O0i NO°26'03"E R-10.00' N /12.00 12.0 'N �' o o - o o L=15.71' _ p o o N o N i12.00 12.00� / R=10.00' �9.00 o � R-10.00' _ 1 A=9o°00'00" L2 p b 7 A=90°00'00" -/ L2 - T A=90°00'00" 9>, C5 " G6 43.68 - 43.00' - 40.00' / z z o 16.87' N / 43.00' - /- 43.00" - / 40.00' 37.21' - 43.00' - 43.13' N Q NO°23'26"E_� N N14°46'42"� N89°33'57"W 126.68' �C2 C2� .. �C2 C2G_ _ o C� RAD RAD RIVERWOOD RD N 1 C1 L3� L4` N89°33'57"W 142.87' RIVERWOOD RD N N89°33'57"W 123.34' W r n r rff CD 5�" (PRIVATE STREET) LOT r r N89°33 57"W 265,49 N / 8.25 _ ¢ (PRIVATE STREET) o N37°1 T50"W ,�� 43 -' - - _ _ -- -- -- - - - - - -- - ' <- - -- - - - 148.18' - - - " 16.68' 1 /_ _ LOT " J" 140.71' N o \ M- - - \10, '20"W O PRC .D; �� p0 43.49' 103.75' 76,00' 34.00 p 10,361 SQ FT 00' N48°37'26"E rR��CT J Jr. 33���J l Y).D, _59, / (� it / o o N89'33'S7"W 305.5T / -' 4�• N47°45'20'W N19°54'19 E o I I 2 RAD N48°3T26"E F_ RAD F RAD C3 �z N53°33'51"E o r A- CS RAD - � RAD o N52°41'46"W �� �� --- �- ___ o _ �i LOT W L5 N89°33'57"W 79.42' RAD N - N89°33'57"W - n - `r - - - N89°33'57"W 148.02' 8 (LANDSCAPING) C �� _ _ N89°33'57"W 134.18' RAD 1 1 00 s89 SQ Fr. �20.00 ^ -20.00'` R.A3 14.00 14.00' 37.71 N F 12.00'N 12.00' ' NO°20'29"E ° / L12 - C5 C5� L12 C5 \ /9°33'57'E L=6.44L=6.44' o - N89°33'57"WCj) o RAD �I �C3 .00' R=10.00' � L2 R=10.00' o NO°26'53"E \ N N 5000 N42°Ot'14"W R=45.42' 40.�0' 2'13"W A=36°52'12" NA=36°52'11,4.42'- �°N4 N42°13'45"W R=50.00' N _ 95 96 >- 75 AD 30 N 90 2,180 SQ. FT. 2,180 SQ. FT. 1,810 SQ. FT. 2,170 SQ. FT. 25 20 Q 19 14 13 1,862 SQ. FT. J I W Z 2,016 SQ. FT. 2,016 SQ. FT. ZQ 2,012 SQ. FT. 2,376 SQ. FT. of 2,017 SQ. FT. -J>- w W SEE SHEET 5 L U. 0 I- J Z Q Y D o a a a 388.24' 2015 -Ol4 6g66 h0� dri ihai �� SHEET 6 OF 6 SHEETS LINE DATA TABLE FOR THIS SHEET ONLY LINE DATA TABLE FOR THIS SHEET ONLY - BEARING LENGTH - BEARING LENGTH L1 N89°33'57"W 20.00' L8 N35°03'37"E 17.60' L2 N89°33'57"W 24,00' L9 N35°05'21"E 17.59' L3 N89°33'57"W 3.25' L10 N35°07'05"E 17.57' L4 N89°33'57"W 2.00' Lll N35°08'49"E 17.56' L5 N89°33'57"W 14.36' L12 N20°50'07"E 13.34' L6 N35°00'10"E 17.62' L13 N13°59'27"W 18.59' L7 N35°01'53"E 17.61' 1 L14 N89°33'57"W 28.00' / p N6 1 = J.N. 23-2518