Loading...
mb486_087-092OWNER'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 MAP AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. WE HEREBY DEDICATE TO PUBLIC USE FOR STREET AND PUBLIC UTILITY PURPOSES LOT "Q" FOR COMMONWEALTH AVENUE. WE HEREBY RETAIN LOT "P" INDICATED AS "PRIVATE STREET" AS SHOWN HEREON FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES, AND LOT OWNERS WITHIN THIS TRACT MAP. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LOT "P" (PRIVATE STREET). THE DEDICATION IS FOR PUBLIC UTILITY PURPOSES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR EMERGENCY VEHICLES WITHIN LOT "P" (PRIVATE STREET). WE HEREBY DEDICATE TO THE CITY OF SAN JACINTO ALL VEHICULAR ACCESS RIGHTS ALONG HEWITT STREET, COMMONWEALTH AVENUE AND ESPLANADE AVENUE. THE OWNERS OF LOTS 1 THROUGH 21, AND LOTS 41 THROUGH 44, AND LOTS "L", "N" AND "0" ABUTTING THE ABOVE NAMED HIGHWAYS AND DURING SUCH TIME, WILL HAVE NO RIGHTS OF ACCESS EXCEPT THE GENERAL EASMENT OF TRAVEL. ANY CHANGE OF ALIGNMENT OR WIDTH THAT RESULTS IN THE VACATION THEREOF SHALL TERMINATE THIS CONDITION OF ACCESS RIGHTS AS TO THE PART VACATED. WE HEREBY RETAIN LOTS "A" THROUGH "0", INCLUSIVE, AS SHOWN HEREON FOR RECREATIONAL, LANDSCAPE, DRAINAGE, WATER RETENTION AND ALL OTHER ASSOCIATED USES FOR PRIVATE USE, FOR THE SOLE BENEFITS OF OURSELVES, OUR SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT MAP. EMWD PIPELINE & FACILITIES DEDICATION STATEMENT 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 WATER, FACILITIES, ALL AS SHOWN ON THIS MAP WITHIN THE SUBDIVISION AND DESIGNATED "WATER EASEMENT" 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. CENTURY COMMUNITIES OF CALIFORNIA, LLC, A DELAWARE LIMITED LIABILITY COMPANY. IN THE CITY OF SAN JACINTO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP I'N''Om 3mtm"m229 BEING A SUBDIVISION OF PARCEL 1 AS SHOWN ON CERTIFICATE OF COMPLIANCE LLA NO. 87-041.002 RECORDED NOVEMBER 2, 1989 AS INSTURMENT NO. 89-383805 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, IN RANCHO SAN JACINTO VIEJO. X ENGINEERING & CONSULTING, INC. THOMAS A. KING R.C.E.16916 JULY 2021 TAX COLLECTOR'S CERTIFICATE: I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF THIS OFFICE, AS OF THIS DATE, THERE NO LIENS AGAINST THE PROPERTY SHOWN ON THE WITHIN MAP FOR UNPAID STATE, COUNTY, MUNICIPAL OR LOCAL TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, _..__. -TNtf G+ efi**tt^+,ro4 xa(.toPGf eAwOy s&#. fplolar►GBE ,e1 T•,.x �455G SSrh, ent 5 �e-t" YGtK few aQc�. �8 a ..X�.. DATED THIS _ll:_k DAY OF ILVtIbt/► - 22022: ., MATTHEW JENNINGS, COUNTY TAX COLLECTOR BY: DEPUTY I HEREBY CERTIFY OND IN THE SUM OF $ _ HAS BEEN EXECUTED AND FILED WITH THE BOARD PERV THE COUNTY OF RIVERSIDE, CALIFORNIA, CONDITIONED UPON THE PAYME TATE, COUNTY, MUNICIPAL, OR LOCAL, AND ALL SPECIAL ASSESSME _ CTED AS TAXES, WHICH E OF FILING OF THIS MAP WITH THE COU ER ARE A LIEN AGAINST SAID PROPERTY, BUT N AYABLE, AND SAID BOND S BEEN DULY APPROVED BY SAID BOARD OF SUPERVISORS. DATED ,2022. CASH OR SURETY TAX BOND MATTHEW JENNINGS COUNTY TAX COLLECTOR BY: ---------------------------- DEPUTY. SOILS REPORT NOTE: A PRELIMINARY SOILS REPORT WAS PREPARED BY GEOTEK, INC, DATED JUNE 07, 2021 AS REQUIRED BY THE HEALTH AND SAFETY CODE OF CALIFORNIA, SECTION 17953.. FIRE DEPARTMENT STATEMENT: ALL BUILDINGS SHALL BE CONSTRUCTED WITH CLASS B MATERIAL AS PER THE CALIFORNIA BUILDING CODE. THE REQUIRED WATER SYSTEM, INCLUDING FIRE HYDRANTS, SHALL BE INSTALLED AND ACCEPTED BY THE APPROPRIATE WATER AGENCY PRIOR TO ANY COMBUSTIBLE BUILDING MATERIAL. BEING PLACED ON AN INDIVIDUAL LOT. Il Ce- 7/; ?pvt- BY: 0 TITLE: DTE EASTERN MUNICIPAL WATER DISTRICT'S ACCEPTANCE STATEMENT: I HEREBY STATE THAT THE EASEMENTS DEDICATED ON THIS MAP TO THE EASTERN BY: TITLE: DATE MUNICIPAL WATER DISTRICT ARE HEREBY ACCEPTED AND THE DISTRICT CONSENTS TO TH ECORDATION THERQPF BY ITS DULY AUTHORIZED OFFICER. 40, DATE: 1 SHEILA ZELAYA B ARD CR ARY OF THE EASTERN MUNICIPAL WATER DI TRICT AND THE BOARD OF DIRECT RS T EREOF. Orr9tnW 01099 - Mob otoro SHEET 1 OF 6 SHEETS RECORDER'S STATEMENT: FILED THIS th DAY OF N 0 2022 AT I UP A M. IN BOOK q $ (0 OF MAPS AT PAGES Sl' 91' AT THE REQUEST OF THE CITY CLERK OF THE CITY OF SAN JACINTO. NO. aoaa - q(0(00 (0(0 FEE PETER AALAADANA, ASSESSOR - COUNTY CLERK - RECORDER BY C��IA'� DEPUTY SUBDIVISION GUARANTEE PROVIDED BY: FIRST AMERICAN TITLE COMPANY ENGINEER'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 CENTURY COMMUNITIES OF CALIFORNIA, LLC, A DELAWARE LIMITED LIABILITY COMPANY ON JULY, 2021. 1 HEREBY STATE THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR WILL BE IN ACCORDANCE WITH THE TERMS OF THE MONUMENT AGREEMENT FOR THE MAP, AND THAT SAID MONUMENTS WILL BE SET SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. I HEREBY STATE THAT THIS TRACT MAP SUBSTANTIALLY CONFORMS TO THE APPROVED OR CONDITIONALLY APPROVED TENTATIVE MAP, IF ANY. z z THOMAS A. KING DATE R.C.E. 16916 REGISTRATION EXPIRES: 06-30-2023. CITY ENGINEER'S STATEMENT: I HEREBY STATE THAT I HAVE EXAMINED THE WITHIN ANNEXED MAP, THAT THE SUBDIVISION SHOWN HEREON IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP; THAT ALL THE PROVISIONS OF THE SUBDIVISION MAP ACT AND OF THE CITY OF SAN JACINTO CITY ORDINANCE NO. 673 HAVE BEEN COMPLIED WITH AND I AM SATISFIED THAT THIS MAP IS TECHNICALLY CORRECT AS SHOWN.THIS MAP. DATED 22 2022. FOR STEWART McKIBBIN, R.C.E. 44553 / ENGINEER OF THE CITY OF SAN JACINTO RICHARD F. THOMSEN P.L.S. 6413 REGISTRATION EXPIRES: 12-31-2022. CITY ACCEPTANCE STATEMENT: REGISTRATION EXPIRES: 12-31-2022 THE CITY OF SAN JACINTO. COUNTY OF RIVERSIDE. STATE OF CALIFORNIA, BY AND THROUGH ITS DULY AUTHORIZED OFFICERS AT A REGULAR MEETING ON , HEREBY APPROVES SAID FINAL MAP AND ACCEPTS THE DEDICATIONS SHOWN HEREON FOR STREET, PUBLIC UTILITY PURPOSES AND DRAINAGE PURPOSES. THE OFFER OF DEDICATION OF ABUTTERS RIGHTS OF ACCESS ALONG COMMONWEALTH AVENUE, HEWITT STREET AND ESPLANADE AVENUE IS ALSO ACCEPTED. THE ACCEPTANCE OF THE OFFER OF DEDICATION OF CITY STREETS IS CONTINGENT UPON THE COMPLETION OF ALL STREET IMPROVEMENTS. DATED OC 2022. CITY OF SAN JACI TO, CALIFORNIA i BY: CIT4 OF SAN JACINTO ATTEST BY:/� I -.- CITY CLERK ITY OF SAN DACE TO It DI AnIKIIKIL'' f"%r)kAKAICCI(lAl CTATCAACKIT. THIS TRACT 37229 IS A PORTION OF THE AL TENTATIVE MAP OF TRACT 37229. SAID TENTATIVE` P WAS APPROVED BY THE, , -CITY OF SAN JACINTO PLANNING COMMISSION IN ACCEPTANCE THE LAW IN A DULYAEjfiFiORIZED MEETING HELD FEBRUARY 18, 2018.. CITY OF SAN JACINTO, ALIFQRNIA SECRETARY, CI " OF SAN JACINTO PLA DATED-_____ DAY OF 14 MISSION pri9i n QD Aoaa - og�49049b IN THE CITY OF SAN JACINTO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 2 OF 6 SHEETS TRACT IVIAP NOm 37229 BEING A SUBDIVISION OF PARCEL 1 AS SHOWN ON CERTIYICATE OF COMPLIANCE LLA NO. 87-041.002 RECORDED NOVEMBER 2, 1989 AS INSTURMENT NO. 89-383805 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, IN RANCHO SAN JACINTO VIEJO. 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 CALIFORNIA ) COUNTY OF o�an��) SS ON ZSyAVI 13, 207-2 -� BEFORE ME, kV i f\ ZyWley'(O�- A NOTARY PUBLIC, PERSONALLY APPEARED _ Omus__ ___ =�I�rebrandt - --------------- WHO PROVED TO ME ON THE BASIS OF SATISFACTORY 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. MY PRINCIPAL PLACE OF BUSINESS IS IN WITNESS MY le� k� , O�Y� "e COUNTY. NOTARY PUBLIC IN AND SAID STATE Devin 16Y'Wencr (PRINT NAME) SIGNATURE OMISSIONS: MY COMMISSION EXPIRES ON 2/1120 MY COMMISSION NO IS: 2 39 3 y18 PURSUANT TO THE PROVISIONS OF SECTION ' 66436 (A) OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING OWNERS OF EASEMENTS HAVE BEEN OMITTED: 1. SAN JACINTO VALLEY WATER COMPANY, HOLDER OF EASEMENT FOR PIPELINES AND INCIDENTAL PURPOSES RECORDED APRIL 11, 1906 IN BOOK 225 OF DEEDS, PAGE 343. (THE LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATION AND NOT PLOTTED HEREON.) 2. CITIZENS WATER CO. OF SAN JACINTO, HOLDER OF EASEMENT FOR PIPELINES AND ACCESS PURPOSES, RECORDED DECEMBER 04, 1911 IN BOOK 341 OF DEEDS, PAGE 195. (THE LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATION AND NOT PLOTTED HEREON.) J. EASTERN MUNICIPAL WATER COMPANY, HOLDER OF EASEMENT FOR PIPELINES, MAINS AND LATERALS AND INCIDENTAL PURPOSES, RECORDED MAY 05, 1972 AS INSTRUMENT NO. 1972-58825 OF OFFICIAL RECORDS. (THE LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATION AND NOT PLOTTED HEREON.) X ENGINEERING & CONSULTING, INC. THOMAS A. KING R.C.E.16916 JULY 2021 SURVEYOR'S NOTES 1. GROSS AREA: 11.808 ACRES. 2. TOTAL NUMBER OF NUMBERED LOTS: 73, LETTERED LOTS: "A" THROUGH "Q" INCLUSIVE. 3. SFN INDICATES SEARCHED FOUND NOTHING, SET MONUMENT AS NOTED. 4. (R1) INDICATES RECORD DISTANCE PER TRACT NO. 23963-1 M.B. 207/22-26. 5. (R2) INDICATES RECORD DISTANCE PER TRACT NO. 24047-1 M.B. 220/1-8. 6. INDICATES RESTRICTED ACCESS. r 7. P.U.E INDICATES PUBLIC UTILITIES EASEMENT. MONUMENT NOTES 1. 0 FOUND MONUMENT AS NOTED. 2. ALL MONUMENTS TO BE SET, WILL BE SET WITHIN 90 DAYS AFTER ACCEPTANCE OF o IMPROVEMENTS. 3: 0 TRACT BOUNDARY LINES WILL BE MONUMENTED AT ANGLE POINTS WITH A 2" IRON PIPE & BRASS TAG STAMPED "R.C.E. 16916", OR NAIL & TAG STAMPED "R.C.E. 16916" IN CONCRETE, UNLESS NOTED OTHERWISE. 4. REAR LOT CORNERS WILL BE MONUMENTED WITH A 1" IRON PIPE & BRASS TAG STAMPED ,"R.C.E. 16916", OR NAIL & `TAG STAMPED "R.C.E. 16916" IN CONCRETE, ON AN OFFSET ACCORDING TO MONUMENTATION DETAIL "A" AND DETAIL "B" HEREON, UNLESS NOTED OTHERWISE. 5. PRIVATE STREET RIGHT OF WAY AND LOT CORNERS WHICH ABUT A PRIVATE STREET WILL BE MONUMENTED WITH NAIL & TAG STAMPED "R.C.E 16916" IN CONCRETE, ON AN OFFSET ACCORDING TO MONUMENTATION DETAIL "C" HEREON, UNLESS NOTED OTHERWISE. 6. Q CENTERLINES OF PRIVATE STREETS WILL BE MONUMENTED AT BCS, ECS AND CENTERLINE INTERSECTIONS WITH AN 8" SPIKE AND WASHER STAMPED "R.C.E. 16916" IN ASPHALT PAVING HAVING A THICKNESS OF 2" OR MORE, UNLESS NOTED OTHERWISE. 7. TIES TO CENTERLINE MONUMENTS IN PUBLIC STREETS WILL BE MADE AND FILED WITH THE CITY OF SAN JACINTO. RANCHO SAN JACINTO VIEJO (T.5S., R.lW.) EASEMENT NOTES A� INDICATES EASEMENT OVER LOT 'P' FOR EMERGENCY ACCESS AND PUBLIC SERVICE VEHICULAR INGRESS AND EGRESS PURPOSES DEDICATED HEREON TO THE CITY OF SAN JACINTO. B� INDICATES EASEMENT FOR PUBLIC UTILITY PURPOSES (P.U.E.) DEDICATED HEREON TO THE CITY OF SAN JACINTO. © INDICATES "WATER EASEMENT" DEDICATED HEREON TO EASTERN MUNICIPAL WATER DISTRICT. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF ESPLANADE AVENUE BEING N 89°53'12" E AS SHOWN ON TRACT NO. 13963-1, M.B. 207/22-26, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. FD COPPER WELD MON. W/PUNCH MK. "RCE 14232", FLUSH, NO REF., ACCEPTED - AS CENTERLINE INTERSECTION. FD LEAD & TAG "RCE 14232", FLUSH, ON SIDEWALK, IN LIEU OF 2" I.P. TAGGED "RCE FD 2" I.P. "RCE 14232" PER R1, DN 0.8' MONUMENT IS S 00'06'48" E 0.10' FROM E.C. 67.63' (67.70' R1) _ 323.93' (324.00' R1) ~ sFN Z ESPLANADE AVENUE L3 U N L2 C1L1 LOT 'N' 3 FD LEAD & TAG "RCE 14232", FLUSH 14232" PER Rt. MONUMENT IS I I LOT '0' a, � ��� ON SIDEWALK IN LIEU OF 2" I.P. z LOT 'P' cO o oc61D TAGGED "RCE 14232 PER Rl. N 00'06'48" W 0.07' FROM v 21 � CD oP� N 00'08'55" W 0.04' FROM PROPERTY PROPERTY CORNER. _ j� DRAINAGE BASIN z Z- CORNER LOT 'L' FD 2" I.P. "RCE 14232" PER J r 0 20 I Rl, PIPE FOUND BENT, SHOT Tr)C G J r�ACT NJ, 2J6- rn FD 2" I.P. "RCE 14232" PER R1, DN 0.5' MONUMENT IS S 48'10'09" W 0.08' FOR B.C. FD 2" I.P. "RCE 14232" PER R1, DN 0.5', FOUND MONUMENT IS S 00'06'48" E 0.07' FROM E.C. BASIS OF BEARINGS N 89'53'12" E IN THE CITY OF SAN JACINTO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA M A PTRACT A NOm 37229 BEING A SUBDIVISION OF PARCEL 1 AS SHOWN ON CERTIICATE OF COMPLIANCE LLA NO. 87-041.002 RECORDED NOVEMBER 2, 1989 AS INSTURMENT NO. 89-383805 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, IN RANCHO SAN JACINTO VIEJO. X ENGINEERING & CONSULTING, INC. THOMAS A. KING R.C.E.16916 JULY 2021 BOUNDARY CONTROL AND INDEX MAP W W cn (- II W M M M M b M O 0110 O z Z Z FD LEAD & TAG "RCE 14232", Y FLUSH ON SIDEWALK IN LIEU OF 2" I.P. TAGGED "RCE 14232" PER ;n R1. FD 2" I.P. "RCE 14232" PER R PIPE LEANING NW'LY, UP 0.1' PIPE BEARS N 60'16'33" W 0.32' FROM PROPERTY CORNER. FD SURVEY SPIKE & WASHE "LS 6405", FLUSH, NO REF., ACCEPTED AS CENTERLINE INTERSECTION OF CENTERLINE SURVEY AND COMMONWEALTH AVENUE SHOWN ON R1. .y� AT BEND, DN 0.8. "RCE 14232 SNOT JVLB, 207/22-26 19 1�9J �� 3srg, FD 2" 1.P • UND BENT' 22 R1 PAPE F 6N A AT BEND, 6 4'J N 89'52'25" E 18 I 23 183.32' (183.31' R2 28 FD NAIL & TAG "RCE 14232" 17 24 25 26 DRAINAGE BASIN 27 ON WALL FOOTING, UP 0.2', IN LOT L' ' LIEU OF 2" I.P. TAGGED "RCE 16 I HUMMINGBIRD DRI14232" PER R2. 15 1�!j rx 12 9 Of ,- _ 59 -II-to 0 0 co eq 82.39' 0 M 0 o rn 29 75.20' Rl L4 I 67 68 co c N 44'09'19" W 0 00, 65 LOT 54 0 °� w d Cc 11 30 o L rn 0 DAHLIA MONUMENT LINE N o' SCALE: I"=100' 64 72 I w MONUMENTATION DETAIL "B" RECREATION AREA w 73 31 �o 63 N C5 z w W 0 _ f 32 � � zQ II 33 n oo0 U U 0 ¢ ('k' LLJ Lj 0.25'--I° vW) >C° v 1 LOT W W cn (- II W M M M M b M O 0110 O z Z Z FD LEAD & TAG "RCE 14232", Y FLUSH ON SIDEWALK IN LIEU OF 2" I.P. TAGGED "RCE 14232" PER ;n R1. FD 2" I.P. "RCE 14232" PER R PIPE LEANING NW'LY, UP 0.1' PIPE BEARS N 60'16'33" W 0.32' FROM PROPERTY CORNER. FD SURVEY SPIKE & WASHE "LS 6405", FLUSH, NO REF., ACCEPTED AS CENTERLINE INTERSECTION OF CENTERLINE SURVEY AND COMMONWEALTH AVENUE SHOWN ON R1. .y� AT BEND, DN 0.8. "RCE 14232 SNOT JVLB, 207/22-26 19 1�9J �� 3srg, FD 2" 1.P • UND BENT' 22 R1 PAPE F 6N A AT BEND, 6 4'J N 89'52'25" E 18 I 23 183.32' (183.31' R2 28 FD NAIL & TAG "RCE 14232" 17 24 25 26 DRAINAGE BASIN 27 ON WALL FOOTING, UP 0.2', IN LOT L' ' LIEU OF 2" I.P. TAGGED "RCE 16 I HUMMINGBIRD DRI14232" PER R2. 15 1�!j rx 12 9 62 61 60 _ 59 58 57 66 82.39' 82.20' R1 0 70 1 29 75.20' Rl L4 I 67 68 69 w z J N 44'09'19" W 0 75175253 65 LOT 54 71 °� BACK OF 30 0 DAHLIA MONUMENT LINE N o' SCALE: I"=100' 64 72 I w MONUMENTATION DETAIL "B" RECREATION AREA w 73 31 63 N C5 z 0 _ f 32 YARROW DRIVE LOT 'P' 33 62 61 60 _ 59 58 57 N 862 1'31 -"E 82.39' 82.20' R1 0 N 89 53'12" E 50 75.20' Rl L4 I 47 46 J L5 N 44'09'19" W 0 75175253 � ( LOT LOT 54 55 56 BACK OF 0 DAHLIA MONUMENT LINE LANE SCALE: I"=100' I nT 'p' I ►fes LOT 'G' 5 _ DAFFODIL LANA LOT 'P' 4 pla p 3 21O o Q o 0 44 43 42 J V LOT 'B' u- LOT 'A' N 89'5338 E 538.05'(538.20' R1) M M Cfl N 89•53'38" E COMMONWEALT AVENUE 66.45' M,R1 604.81' SET COUNTY OF RIVERSIDE TYPE "B" MONUMENT WITH A METAL CAP STAMPED "R.C.E. 16916" 34 35 36 37 38 I M 39 0 z 40 41 rF1A G T N 0� 24047-1 JVJ.E3. 220/ 1-S SFN, POINT FALLS ON TREE. ESTABLISHED BY INTERSECTION WITH HOLDING FD MONUMENT TO THE NORTH AND PARALLEL TO HEWITT STREET. N 00.39'32" W 33.00' 1100.69' (1100.65' R2) COMMONWEALTH AVENUE LOT "Q' FD COPPER WELD MON. W/PUNCH MK. ILLEGIBLE, FLUSH, PER R1. !F. E 2601.42' (2601.76' Rt) FD COPPER WELD MON W/PUNCH MK. "RCE 14232", FLUSH, PER R1.' MAP LEGEND TRACT BOUNDARY LOT LINE (R) RADIAL BEARING lO 73 FIRST AND LAST LOT NUMBERS 3 SHEET NUMBER (INDEX MAP ONLY) LINE E RING DISTANCE 49 48 L1 I N 89'53'12" E 63.07' Cl L2 I N 862 1'31 -"E 82.39' 82.20' R1 L3 I N 89 53'12" E 50 75.20' Rl L4 I 47 46 45 L5 N 44'09'19" W 0 33.08' RI) � ( LOT LOT 90- BACK OF I ►fes LOT 'G' 5 _ DAFFODIL LANA LOT 'P' 4 pla p 3 21O o Q o 0 44 43 42 J V LOT 'B' u- LOT 'A' N 89'5338 E 538.05'(538.20' R1) M M Cfl N 89•53'38" E COMMONWEALT AVENUE 66.45' M,R1 604.81' SET COUNTY OF RIVERSIDE TYPE "B" MONUMENT WITH A METAL CAP STAMPED "R.C.E. 16916" 34 35 36 37 38 I M 39 0 z 40 41 rF1A G T N 0� 24047-1 JVJ.E3. 220/ 1-S SFN, POINT FALLS ON TREE. ESTABLISHED BY INTERSECTION WITH HOLDING FD MONUMENT TO THE NORTH AND PARALLEL TO HEWITT STREET. N 00.39'32" W 33.00' 1100.69' (1100.65' R2) COMMONWEALTH AVENUE LOT "Q' FD COPPER WELD MON. W/PUNCH MK. ILLEGIBLE, FLUSH, PER R1. !F. E 2601.42' (2601.76' Rt) FD COPPER WELD MON W/PUNCH MK. "RCE 14232", FLUSH, PER R1.' MAP LEGEND TRACT BOUNDARY LOT LINE (R) RADIAL BEARING lO 73 FIRST AND LAST LOT NUMBERS 3 SHEET NUMBER (INDEX MAP ONLY) LINE E RING DISTANCE RECORD DATA L1 I N 89'53'12" E 63.07' Cl L2 I N 862 1'31 -"E 82.39' 82.20' R1 L3 I N 89 53'12" E 75.15' 75.20' Rl L4 I N 44'30'59" E 32.63' 32.68' R1 L5 N 44'09'19" W 33.07 33.08' RI) CURVE DELTA ANGLE RADIUS ARC LENGTH RECORD DATA Cl 1 3-2541- 288.00 17.23' (L=17.26' Rl) C2 J-2541- 312.00' 18.67' 1 (L=18.70' Rl) W W Z Z J J � �o O � J z W cnW LOT Li p or�g�naP aoaa-o�r��o�6 SHEET 3 OF 6 SHEETS - W Z J O W CD LOT I LOT 0 0 cli _ MONUMENT LINE < -{ REAR LOT LINE W FENCE ON LOT LINE MONUMENT LINE FENCE POST LOT o MONUMENTATION DETAIL "A" TYPICAL MONUMENTATION DETAIL FOR REAR LOT CORNERS. 4 -WAY AND "T" INTERSECTIONS. NO SCALE 0 0 N z W LLj (D W J W J 100 50 0 100�. o n= J CO J o J MONUMENT LINE ON TOP ROLLED CURB W Q Q < p c0 'S Q �W u) LOT � ( LOT LOT 90- BACK OF 0 0 MONUMENT LINE BLOCK WALL SCALE: I"=100' REAR LOT LINE / MONUMENTATION DETAIL "B" TYPICAL MONUMENTATION DETAIL FOR REAR LOT CORNERS WITH A BLOCK WALL N C5 z NO SCALE PRIVATE STREET 100 50 0 100�. STREET BC'S, EC'S. � MONUMENT LINE ON TOP ROLLED CURB 90- BACK OF CURB NEAR SCALE: I"=100' / R.O.W. LINE N C5 z N o 0 O J U LLJ Lj 0.25'--I° LOT LOT c, W I W p U7 W Z � II OT o (O� >> CN0.25'--1 FC�NF pROCU a o LOT "'D z o MONUMENTATION DETAIL "C" 'N S TYPICAL MONUMENTATION DETAIL FOR PRIVATE STREET RIGHT OF WAY AND LOTS ABUTTING A PRIVATE STREET O NO SCALE C�j Q 1750.09' (1750.00' Rl) FD 1' I.P. TAGGED "LS 5390", FD COPPER WELD MON. W/PUNCH MK. "RCE 14232", FLUSH, NO REF., ACCEPTED FLUSH, PER R1. AS CENTERLINE INTERSECTION. NOTE: SEE SHEET 2 FOR SURVEYOR'S NOTES, MONUMENT NOTES, LEGEND AND EASEMENT NOTES. 5' _ 1 II 44' II 0 86.00' I 0 L6 0 10 `+ 3870 S.F. o o N 89 20'28" E o o , II C4 3870 S.F. 34.50' N 89'20'28" E C5 � z 0 8 � o 10.50' N 89'20'28" E C7 86.00' con Vi.l Lo 3870 S.F. 14.50' N 89 20'28" E II 86.00' � 6 5.29' II N 89'5338" E N 89 20'28" E o 0 86.00' 2.00 86.28' Cl N 00 3932 W N z to d' 5' _ 1 1 ~- 44' II 0 86.00' I 0 L6 0 10 `+ 3870 S.F. U N 89 20'28" E C3 86.00' B � 0 II C4 3870 S.F. 34.50' N 89'20'28" E C5 � z 0 8 � o 10.50' N 89'20'28" E C7 86.00' con Vi.l Lo 3870 S.F. 14.50' N 89 20'28" E II 86.00' � 6 5.29' 3870 S.F. � N 89'5338" E N 89 20'28" E Lit 86.00' 2.00 86.28' N89 20'28�R"� 1 N 00 3932 W N� �pN\ to 5159 S.F. �C 0 E 595816 lRi Lij II 1p1 +y 0 40' 80' 180' SCALE: 1 "=40' YARROW DRIVE IN THE CITY OF SAN JACINTO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP lk\A'Om 37229 BEING A SUBDIVISION OF PARCEL 1 AS SHOWN ON CERTIFICATE OF COMPLIANCE LLA NO. 87-041.002 RECORDED NOVEMBER 2, 1989 AS INSTURMENT NO. 89-383805 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, IN RANCHO SAN JACINTO VIEJO. X ENGINEERING & CONSULTING, INC. THOMAS A. KING R.C.E.16916 JULY 2021 I SEE SHEET 5 I 33 I I o I 62 61 60 59 58 57 l O o 0 0 l 34 N M ( n N 10� I 3825 S.F. .- a 18.50' 18.50' I o 0 0 0 0 00 C 1 N 89'20'28" E ocs co o v ^ 18.50 1 18.50' I 85.00' I Q A I B I N 89'20'28" E 144.89' � N 89 20'28" E 144.90' 1 w Ljj 54.89' 45.00' 45.00' 0 45.00' 45.00' 54.90' z L 35 Ld I o I Q 1%,3825 S.F. C ( 1 ►�- J I N 8920'28" E 85.00' Bit r Q 51 52 3 53 �J 54 55 56 M "- Cr)w� 4580 S.F. �, 0 3825 S F. ® 3825 S.F. o II N o 3825 S.F. _ b 3825 S.F. II o 4581�S.F. o w o 36 o Ili Q w o N l o Q' ,� ;� Lo C) 00m m h ori cri o o v m m oo o. of m 3825 S.F. n 00 I �'- z I N o o N 31 0 o 0 0 0 �vl o Nv 'QNiI z W 5' P.U.E. W M o o `r ( z z B z z z z rn( rn N� z 1 0 0 �- N 89 20'28" E �i J A� n "1 w o u n „3 i 85.00' i ��� .4. I J a z 0 c� \ z Q -34.89'- 45.00' 45.00'- - 20.00' - 45.00'- - - 45.00'- - 34.90'- o0 37 i N 89 20'28" E b LOT 'P' 269.79' i C-3 3825 S F. N 89'20'28" E _ - - - 346.79' i L 1 N 89'20'28" E A B C Lc) DAHLIA LANE `" 85.00' N 89'20'28" E C6 (PRIVATE STREET) 269.79' CL N - I ;,�ro.", 34.89'- - - 45.00' - - 45.00'- 20.00' - - 45.00'- - - - 45.00'- - -34.90' _o0 38 7=90'00'00" \ Q Ld 0 1 00'00" R=20.00' '�3825 S.F.00' a o o L=31.42'A42' cri uio � 3 3 N89 20'28�R� I oaN 8920'28" E o -,N89 2028�R) � 3 - - - ' B N N I `-) "' B 85.00' 18.50' � I o c o U C b Cl cQ 0 3 1 mo mo ,=Q Lo 46 �; 45 I II 3 18.50' I 50 "' 49 •"' 48 382��F. o 3825 S.F. o co 4581 S.F. cv o N 4580 S.F. 0 3825 S.F. o0 3825 S.F. o I 39 I z z - oo z z I l v 3825 S.F. z o f o Z I z z z I N 89 20'28" E / z Iz 54.89 --- --- ' 45.00' 45.00' 20.00' 45.00' 45.00' 54.90' Z57' 85.00' l -- --- N 8920'28" E(R) 5' P.U.E. r 309.79' N89 20'28�R� \ g LOT G 0.138 AC. ox_0'39'32"�RL ��-----------------------/9�p��r��0 ---- 269.79' 0� p� ��� v� 40 o s Doo, 7=90'00'00" N 8920'28' E i R,2�' �g0%� 00 5325 S.F. R=20.00 > L=31.42' cd STREET) LOT P> 2.573 AC. i 5� ��• N 89 20'28" E / - - - 269.79' 129.89' N 139.90' 62• C W2 A B DAFFODIL LANE g0000� ,�,ti� ,o � opo, 89S¢' i N 89'20'28" E 101.39 �^ N 89 20'28" E 91.39' ¢�p•�� a3 3068: - -43.89' - - - 45.00' - w r- - }f- 45.00' - - -37.89'-4-' J Li CN CL: m X Q N N( u' �Io I I Lo I Z B o p I g 3Qo $ 03 o f N ( O I 4i � I ' Q) (D o �� O Q a I 1 m � �b W_ M 1 ( Q o i 44 'Z' 43 0 42 41 4793 S.F. ^ `' 4476 S.F. Z 4092 S.F. ( �V I = I N ( 4154 S.F. 4719 S.F. 5880 S.F. 7063 S.F. m 10 0 l NIU IQ o cs ZI 6� 24.72'1 z 90.56' 51.93' 45.00' I ( z I 45.00"l 56.70' Z 89.22' -------------- N 895338" E ��> LOT 'B' 0I 231.711 I I N 8953'38" E Lot. ,A, 244.40 �Z �� "'' N 89 53'38" E 0.177 AC. 235.09' C4 ( _ ) I 0.112 AC. 239.41'543.79' 8.35' N 9s I PJ 266.14' N 89'53'38" E 0o I FD 2" I.P. RCE 14232" PER R1, PIPE LEANING NW'LY, UP 0.1' z �SFN PIPE BEARS N 6016'33" W 0.32' FROM PROPERTY CORNER. 337.91' N 89 5338" E FD SURVEY SPIKE & WASHER "LS 6405" FLUSH, NO REF., ACCEPTED AS CENTERLINE INTERSECTION OF CENTERLINE SURVEY AND COMMONWEALTH AVENUE SHOWN ON R1. i SEE DETAIL "A" ON THIS SHEET 271.91' COMMONWEALTH AVENUE DEDICATED HEREON LOT 'Q' COMMONWEALTH AVENUE QQ 1 36 O I 0 38 L d r 39 L� rn '� 40 42 CURVE DATA TABLE CURVE LU I -L- 0.027 AC. RADIUS I 11 I I N 89 20'28" E Cl 86.00' I 0 L6 0 10 `+ 3870 S.F. 9.50' N 89 20'28" E C3 86.00' B � 0 9 C4 3870 S.F. 34.50' N 89'20'28" E C5 86.00' 0 0 8 ui L6 3870 S.F. 10.50' N 89'20'28" E C7 86.00' 0 i 7 Lo 3870 S.F. 14.50' N 89 20'28" E N 89 5338" E 86.00' 0 0 6 5.29' 3870 S.F. � N 89'5338" E N 89 20'28" E L 15 86.00' 2.00 86.28' N89 20'28�R"� 1 N 00 3932 W N� �pN\ 5 NW 5159 S.F. �C 0 E 595816 lRi tJ 60 1p1 +y P V �O 4 o 6925 S.F. z N - ti IN THE CITY OF SAN JACINTO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP lk\A'Om 37229 BEING A SUBDIVISION OF PARCEL 1 AS SHOWN ON CERTIFICATE OF COMPLIANCE LLA NO. 87-041.002 RECORDED NOVEMBER 2, 1989 AS INSTURMENT NO. 89-383805 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, IN RANCHO SAN JACINTO VIEJO. X ENGINEERING & CONSULTING, INC. THOMAS A. KING R.C.E.16916 JULY 2021 I SEE SHEET 5 I 33 I I o I 62 61 60 59 58 57 l O o 0 0 l 34 N M ( n N 10� I 3825 S.F. .- a 18.50' 18.50' I o 0 0 0 0 00 C 1 N 89'20'28" E ocs co o v ^ 18.50 1 18.50' I 85.00' I Q A I B I N 89'20'28" E 144.89' � N 89 20'28" E 144.90' 1 w Ljj 54.89' 45.00' 45.00' 0 45.00' 45.00' 54.90' z L 35 Ld I o I Q 1%,3825 S.F. C ( 1 ►�- J I N 8920'28" E 85.00' Bit r Q 51 52 3 53 �J 54 55 56 M "- Cr)w� 4580 S.F. �, 0 3825 S F. ® 3825 S.F. o II N o 3825 S.F. _ b 3825 S.F. II o 4581�S.F. o w o 36 o Ili Q w o N l o Q' ,� ;� Lo C) 00m m h ori cri o o v m m oo o. of m 3825 S.F. n 00 I �'- z I N o o N 31 0 o 0 0 0 �vl o Nv 'QNiI z W 5' P.U.E. W M o o `r ( z z B z z z z rn( rn N� z 1 0 0 �- N 89 20'28" E �i J A� n "1 w o u n „3 i 85.00' i ��� .4. I J a z 0 c� \ z Q -34.89'- 45.00' 45.00'- - 20.00' - 45.00'- - - 45.00'- - 34.90'- o0 37 i N 89 20'28" E b LOT 'P' 269.79' i C-3 3825 S F. N 89'20'28" E _ - - - 346.79' i L 1 N 89'20'28" E A B C Lc) DAHLIA LANE `" 85.00' N 89'20'28" E C6 (PRIVATE STREET) 269.79' CL N - I ;,�ro.", 34.89'- - - 45.00' - - 45.00'- 20.00' - - 45.00'- - - - 45.00'- - -34.90' _o0 38 7=90'00'00" \ Q Ld 0 1 00'00" R=20.00' '�3825 S.F.00' a o o L=31.42'A42' cri uio � 3 3 N89 20'28�R� I oaN 8920'28" E o -,N89 2028�R) � 3 - - - ' B N N I `-) "' B 85.00' 18.50' � I o c o U C b Cl cQ 0 3 1 mo mo ,=Q Lo 46 �; 45 I II 3 18.50' I 50 "' 49 •"' 48 382��F. o 3825 S.F. o co 4581 S.F. cv o N 4580 S.F. 0 3825 S.F. o0 3825 S.F. o I 39 I z z - oo z z I l v 3825 S.F. z o f o Z I z z z I N 89 20'28" E / z Iz 54.89 --- --- ' 45.00' 45.00' 20.00' 45.00' 45.00' 54.90' Z57' 85.00' l -- --- N 8920'28" E(R) 5' P.U.E. r 309.79' N89 20'28�R� \ g LOT G 0.138 AC. ox_0'39'32"�RL ��-----------------------/9�p��r��0 ---- 269.79' 0� p� ��� v� 40 o s Doo, 7=90'00'00" N 8920'28' E i R,2�' �g0%� 00 5325 S.F. R=20.00 > L=31.42' cd STREET) LOT P> 2.573 AC. i 5� ��• N 89 20'28" E / - - - 269.79' 129.89' N 139.90' 62• C W2 A B DAFFODIL LANE g0000� ,�,ti� ,o � opo, 89S¢' i N 89'20'28" E 101.39 �^ N 89 20'28" E 91.39' ¢�p•�� a3 3068: - -43.89' - - - 45.00' - w r- - }f- 45.00' - - -37.89'-4-' J Li CN CL: m X Q N N( u' �Io I I Lo I Z B o p I g 3Qo $ 03 o f N ( O I 4i � I ' Q) (D o �� O Q a I 1 m � �b W_ M 1 ( Q o i 44 'Z' 43 0 42 41 4793 S.F. ^ `' 4476 S.F. Z 4092 S.F. ( �V I = I N ( 4154 S.F. 4719 S.F. 5880 S.F. 7063 S.F. m 10 0 l NIU IQ o cs ZI 6� 24.72'1 z 90.56' 51.93' 45.00' I ( z I 45.00"l 56.70' Z 89.22' -------------- N 895338" E ��> LOT 'B' 0I 231.711 I I N 8953'38" E Lot. ,A, 244.40 �Z �� "'' N 89 53'38" E 0.177 AC. 235.09' C4 ( _ ) I 0.112 AC. 239.41'543.79' 8.35' N 9s I PJ 266.14' N 89'53'38" E 0o I FD 2" I.P. RCE 14232" PER R1, PIPE LEANING NW'LY, UP 0.1' z �SFN PIPE BEARS N 6016'33" W 0.32' FROM PROPERTY CORNER. 337.91' N 89 5338" E FD SURVEY SPIKE & WASHER "LS 6405" FLUSH, NO REF., ACCEPTED AS CENTERLINE INTERSECTION OF CENTERLINE SURVEY AND COMMONWEALTH AVENUE SHOWN ON R1. i SEE DETAIL "A" ON THIS SHEET 271.91' COMMONWEALTH AVENUE DEDICATED HEREON LOT 'Q' COMMONWEALTH AVENUE QQ 1 36 O I 0 38 L d r 39 L� rn '� 40 42 CURVE DATA TABLE CURVE DELTA ANGLE RADIUS ARC LENGTH Cl 90'00'00" 20.00' 31.42' C2 6930'45" 9.50' 11.53' C3 693045" 10.50' 12.74' C4 32'09'12" 34.50' 19.36' C5 3174'17" 34.50' 18.81' C6 5637'59" 10.50' 10.38' C7 _ 56 3759" 9.50' 9.39' f -N 89 20'28" E 139.90' L, DAFFODIL C6 (PRIVATE STREET) pr�g��.aP 90 - SHEET 4 OF 6 SHEETS UNE DATA TABLE ir LANE LOT "P" 2.573 AC. LINE BEARING_ DISTANCE L1 N 0039'32"_ W 33.95' L2 N 00'3932" W 20.24' L3 N 0039'32" W 23.91' L4 N 00'3932" W 33.45' L5 N 89 20'28" E 14.21' L6 N 89'20'28" E 14.50' N 0039'32" W 86.95' N 003932" W 20.00' N 895338" E 19.50N NL7 8953'38" E 5.00' N 895338" E 14.50' N 89 5338" E 19.50' L13 N 8953'38" E 5.29' L14 N 89'5338" E 14.21' L 15 N 00'39 32" W 86.28' L 16 N 00 3932 W 20.00' 269.79' 129.89' 12.50" 1*11 o G1 L L5 6 w h to : -s m° (TI © A g �v 18.29' 14 P.U.E. 37' P.U.E. o z � 18.5' 18.5' Z rn o • N W of ,..� co cy m O I 4 �i ca C) _ A d W co J Q J o N ^ Q t) pQ z N oN' z I I-- N 0 00 z o0 0 0 18.29'Z 18.5' 37' 18.5' 14' J o P.U.E. 3 � P.U.E. N 0 o 1 '08'47"W (� Q' C) o Z z PRC o f N32'42'29"E(� �� ( z z ?<N2� () z (PRC) N89'20'28"E (R) _ N55 56'22"W(� LLQl 5• 5.29' Q U P.U.E. P.U.E. L13 U EW O~� J L10 u4 ! 31.5' ��. JN 27.5' u1 L12 1.59 59 216Qt�' L9 N89 20'28 "E(� N89 20'28 "E(�) A B I I� J V (T CST N5830'20"W R 69.30' 06'11 "E(R) 36.79' 32.50' N89'53'38"E 271.89 6.00' 271.91'543.79' 266.14' / 271.91' - N89 5338"E LOT "Q - 538.05' - 0.075 AC. COMMONWEALTH AVENUE SET COUNTY OF RIVERSIDE TYPE "B" (DEDICATED HEREON) o MONUMENT IMTH A METAL CAP STAMPED ;R.C.E. 16916" COMMONWEALTH A VENUE (PUBLIC STREET) 33791' 271.91' N8953'38"E 1750.09'. (1750.00RI) DETAIL "A" SCALE. • 1 "=20' 33.98' SFN, POINT FALLS ON TREE. ESTABLISHED BY INTERSECTION WITH HOLDING FD MONUMENT TO 161 HEWITCl THE � STREET.D PARALLEL TO 6.00 538.05' 1750.09' (1750.00' Rt) -�- NOTE: SEE SHEET 2 FOR SURVEYOR'S NOTES, MONUMENT NOTES, LEGEND AND EASEMENT NOTES. 2 Lo rn I LOT 'M' 0.064 AC. (I w tLij ry 'v F- o) Qw j W 5, = 4, I / l I I I I L I i I _ R -9 8- 8M M 8 w cn 1 8o 0 p g O � z w t 1 LOT 'B'- 1 0.177 AC. I: 17 J870 S.F. N 8920'28" E 86.00' 0 15 3870 S.F. N 8920'28" E 86.00' 14 / '1 :1 1 m- __ m 6iii�i I - - - - - - - - - - - - - - 1 24 �--� o 4334 S.F. d=90'00'00" (' I --------- A 8 C LOT 'P'2,573 AC. 308.29' - ,r--oo I\ I - - - HUMMINGBIRD DRIVENoo3s32"w(R� o ��" o ` ,� V �O�5Pc 0 Lri 269.79' ' I f:N 45.00'- - i N 89-2028" E - ( 20.00' - - -65.00'- - - ' 02a" 66'5 89'28" E(R) 86.00' 1 W w � N00_39'32"W(iD N 89'20'28" E t 10.50' d=90'00'00" W NI ---65.00'--- t N N88'S1'04�R) N I N Z A=9000'00" o 'fl W R=20.00' L=31.42' o L=31.42' / 70 N89 2028:E b I I C11 ISA=029'24" L=0.49' X89 2028 f R) 34.50' �, �, 66 4334 S.F. b 0 4334 S.F. I 29 N o � I 423628S.F. o °�° 38265E S. °�° CLI j N 89'20'28" E o ~O ( 85.00' 85.00' N 89'20'28" E 86.00' IN THE CITY OF SAN JACINTO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO. 37229 BEING A SUBDIVISION OF PARCEL 1 AS SHOWN ON CERTICATE OF COMPLIANCE LLA NO. 87-041.002 RECORDED NOVEMBER 2, 1989 AS INSTURMENT NO. 89-383805 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, IN RANCHO SAN JACINTO VIEJO. - X ENGINEERING & CONSULTING, INC. THOMAS A. KING R.C.E.16916 JULY 2021 SEE SHEET 6 25 1 26 LOT 'L' DRAINAGE BASIN FD 2" I.P. RCE 14232" PER R3, PIPE FOUND BENT, SHOT AT BEND, DN 0.7' N 89 5225" E 27 183.32' (183.31' 26 `* 3870 S.F. 0 0 I Q 65 N 892028" E3825 S.F. 45.00' 86.00' W N 89'20'28" E N 89 20'28" E (n 85.00' o15' L6 130 0 , U.E. 3870 S.F. 5' P.U.E. PBQ 0 18.50' 18.50' I 85.00' o � 00 Lo 49.79' 45.00' " 3871 S.F. 5' P.U.E. I � W 30 139.79' N 89.20'28" E I I z 3825 S.F. 85.00' I J I N 89'20'28" E I 1 85.00' CI 72 Ho64 L6 LOT 'J'Lo N 8920'28" E I 18.50' 18.50' d 3825 F 3825 S.F. 3 c b 0.350 AC. I N W w 31 N "I86.00' I �, = I o 0o N 89 20'28" E ' I m i� 3825 S.F. I� I o N Ss 20'28" E o RECREATION AREA o W cn ori 12 0 N 85.00' C:) 3870 S.F. o N 1 �v 63 4334 S.F. o o B N 89 20'28" E(R) 86.00' _ _ �, _ _ _ co'o' N rnCc C z W 0.023 AC. - LOT F' OJ a z P.U.E.of ( I --65.00'--- -- --- YARROW DRIVE z l I N 892028" E N 8920'28" E (PRIVATE STREET) - 159.50' A e - �� YARROW DRIVE v ( N 89'20'28" E - - - - - - - - - - - - - - - - - - - - - - - -- -� a9 0���, �--� o 4334 S.F. d=90'00'00" (' I A 8 C LOT 'P'2,573 AC. 308.29' - ,r--oo �� N 6012'320" E �' 8 --6675, 66.50 - - - HUMMINGBIRD DRIVENoo3s32"w(R� o ��" o ` ,� V �O�5Pc 0 (PRIVATE STREET) 269.79' �o� ? co `p s 20'3 0.04 0.53 E f:N 45.00'- - 49.79'- - - -45.00'- 20.00' - - -65.00'- - - o. 02a" 66'5 89'28" E(R) 86.00' t 4; t 10.50' d=90'00'00" A=90'00'00" R=20.00' \ --- --- N N88'S1'04�R) N C. �i 0 o `i "� 'fl b o 12'23'35" o L=31.42' / 70 N89 2028:E b I I C11 ISA=029'24" L=0.49' X89 2028 f R) 34.50' �, �, o 4334 S.F. N 1 o I 29 1 12.35' °c° 38265 F o 423628S.F. o °�° 38265E S. °�° N 89'20'28" E I 5399 S.F. 88LE(R X9 20'2 Z z 85.00' `* 3870 S.F. 0 0 I Q 65 N 892028" E3825 S.F. 45.00' 86.00' W N 89'20'28" E N 89 20'28" E (n 85.00' o15' L6 130 0 , U.E. 3870 S.F. 5' P.U.E. PBQ 0 18.50' 18.50' I 85.00' o � 00 Lo 49.79' 45.00' " 3871 S.F. 5' P.U.E. I � W 30 139.79' N 89.20'28" E I I z 3825 S.F. 85.00' I J I N 89'20'28" E I 1 85.00' CI 72 Ho64 L6 LOT 'J'Lo N 8920'28" E I 18.50' 18.50' d 3825 F 3825 S.F. 3 c b 0.350 AC. I N W w 31 N "I86.00' I �, = I o 0o N 89 20'28" E ' I m i� 3825 S.F. I� I o N Ss 20'28" E o RECREATION AREA o W cn ori 12 0 N 85.00' C:) 3870 S.F. o N 1 �v 63 4334 S.F. o o B N 89 20'28" E(R) 86.00' _ _ �, _ _ _ co'o' N rnCc C z W 0.023 AC. - LOT F' OJ a z P.U.E.of ( I --65.00'--- -- --- YARROW DRIVE z l I N 892028" E N 8920'28" E (PRIVATE STREET) - 159.50' A e - �� YARROW DRIVE v ( N 89'20'28" E - 85.00 I oo 73 z O o N89 20'28L'E(RO cr ( N 89'20'28' E 85.00' Q o 4334 S.F. d=90'00'00" (' I P.U.E. Lo R=20.00' L=31.42' ( Q32 o t - - N00'39'32"W(R' T I 3825 S.F. 0.027 Ac. LOT 'E' - - 34.90'- Lq N I f:N 31.42' C5 Li 20.00' 31.42' C6 6930'45" 89'28" E(R) 86.00' I C7 t 10.50' d=90'00'00" R=20.00' 42'33'15" 34.50' 25.62' C9 = 34.50' 'fl 3870 S.F. 12'23'35" 34.50' 7.46' C11 1223'49" 34.50' SEE DETAIL A L=31.42' 30'09 26" 18.16' Lo 4710'00" 15.00' 1 12.35' C14 2749'05" 15.00' t 7.28' ON THIS SHEET L=31.42' 88LE(R X9 20'2 N 89'20'28" E 86.00' =,N",1 N N89 20'28 R� ZZ) z I 1 00 0 o 8 10 ( 62 61 60 t Q 59 O 58 0 57 I 1 4580 S.F. °j 3825 S.F. 5' P.U.E. BB 3825 S.F. 00 A z 3825 S.F. 9 I I 3825 S.F. o^ B col - 85.00 I oo 73 z O o N89 20'28L'E(RO cr ( N 89'20'28' E 85.00' z o 4334 S.F. d=90'00'00" (' I L3 Lo R=20.00' L=31.42' ( Q32 o - 45.00' - - - N00'39'32"W(R' T I 3825 S.F. 73y. /& I I N N 89 20'28" E 269.79' i � I 85.00' A B _ 506.29' 346.79' LOT 'P' 2.573 AC. i I � o 33 (PRIVATE STREET) 269.79'ui 5' P.U.E. _ U.E. ^ 3825 S.F. -34,89'- - -45.00'- - L2 N 8920'28" E 45.00' _ , L3 20.00' - - 45.00' - - - - 45.00' - - - 34.90'- A=9000'00" N 89'20'28" E 41.28' 31.42' C5 Li 20.00' 31.42' C6 6930'45" 9.50' 11.53' C7 6930'45" 10.50' d=90'00'00" R=20.00' 42'33'15" 34.50' 25.62' C9 = 34.50' 18.15' C10 12'23'35" 34.50' 7.46' C11 1223'49" 34.50' R=20.00' L=31.42' 30'09 26" 34.50 18.16' C13 4710'00" 15.00' 1 12.35' C14 2749'05" 15.00' t 7.28' L=31.42' 88LE(R X9 20'2 N89 20'28 R� 8 ( 62 61 60 8 Q 59 58 0 57 I 1 4580 S.F. °j 3825 S.F. °p 3825 S.F. 00 o o 0 3825 S.F. b m 3825 S.F. o^ °j 4581 S.F. �o col p ^ Cl ILn o ^ ^ D a N 8920'28" E^ 144.89' N 8920'28" E 144.90' I 54.89' 45.00' 45.00 � 45.00' 45.00' 54.90' I I o0 0 00 0 0 C. 51 Z 52 Z 53 z Z 54 Z 55 Z 56 I SEE SHEET 4 1 N 89 20'28" E 85.00' C o � 34 3825 S.F. � � I N 89'20'28" E 3 85.00' I o t 35 = Z Z I O Z I I `i A I I 36 B 0 v 0 0 0 C. Q Lo FD NAIL & TAG "RCE 14232" ON WALL FOOTING, UP 0.2, IN LIEU OF 2" LP. TAGGED "RCE 14232" PER R3. 27 26 LOT L QQ - 11 29 30 31 32 1j 7 33 cc ICY: 3 34 0 0 Z 35 UNE DATA TABLE LINE BEARING DISTANCE Ll N 89 20'28" E 23.20' L2 N 8920'28" E 8.78' L3 N 8920'28" E 9.28' L4 N 8920'28" E 20.65' L5 ---N-8-92628" E 35.68' L6 N 89'20'28" E 41.28' ori a*2- -O I4W0 0(0(0 SHEET 5 OF 6 SHEETS CURVE DATA TABLE CURVE T DELTA ANGLE RADIUS ARC LENGTH Ct 4231'40" 34.50' 25.61' C2 563759" 10.50' 10.38' C3 5637'59" 9.50' 9.39' C4 90 00'00" 20.00' 31.42' C5 90100,00" 20.00' 31.42' C6 6930'45" 9.50' 11.53' C7 6930'45" 10.50' 12.74' C8 42'33'15" 34.50' 25.62' C9 30'08'05" 34.50' 18.15' C10 12'23'35" 34.50' 7.46' C11 1223'49" 34.50' 7.46' C12 30'09 26" 34.50 18.16' C13 4710'00" 15.00' 1 12.35' C14 2749'05" 15.00' t 7.28' a I III .� LOT 12a� P.U.E. � o ;n 1 1 � z 2.33' N89 20'28:E 1 ^ N �>> N 8920'28" E 86.00' LOT "F" 0.023 AC. L6 - C8 s ^o - / L4 ;ito W �1 CLca c Qr co Lo Ln m CZQr " L3 \0039'32"W(q YARROW �1 ZIP �I DRIVE (PRIVATE STREET) u N 89 20'28" E - 1 . 506.29' - - 49.00' A B 1110.50' C N N LOT "P"�' �^ nI 2.573 AC. a o0I opo 01 s� Q ^r z� J L2 0 001 Z L 4i 3 + oI Z� Z� G2 �� rr Z L1 n L5 z cg LOT "E"\� N - �� 6.34' 0.027 AC. G W N 89'20'28" E 86.00' Q oo N N89 20'287q�) Q) z ^I 1 r -I ZI m LOT 11 ®P.U.E o DETAIL "A" I i ' SCALE. • 1"-20' I I alb NOTE: SEE SHEET 2 FOR SURVEYOR'S NOTES, MONUMENT NOTES, LEGEND AND EASEMENT NOTES. IN THE CITY OF SAN JACINTO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA M A PTRACT A NOO 37229 BEING A SUBDIVISION OF PARCEL 1 AS SHOWN ON CERTI¢ICATE OF COMPLIANCE LLA NO. 87-041.002 RECORDED NOVEMBER 2, 1989 AS INSTURMENT NO. 89-383805 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, IN RANCHO SAN JACINTO WEJO. X ENGINEERING & CONSULTING, INC. THOMAS A. KING R.C.E.16916 JULY 2021 4 N 8953'12" E BASIS OF BEARINGS 2601.42' (2601.76' R1) -��- FD COPPER WELD MON. 4/ & �� �jy �,ti _ 1017.00' W/PUNCH MK. RCE 14232 ; 67.63' (67.70' R1 O°j/ ^i��0 r�/ h ` �/ 1594.84' FLUSH, NO REF. FD 2" I.P. "RCE 14232" PER R1, ESPLANADE AVENUE SFN ; DN 0.8' MONUMENT IS "v Oo / ��^� ."� / ,��/ /�ti _ S 00'0648" E 0.10' FROM E.C. „ Rt) N 8953'12" E Q o A N 89'53'12- E75.15'(75.20' Rl) N 86'27'31 E 82.39'82.20' co Qo � � 0`b ,h°� , � L5 72.83 63.07' Zai EF, cc �k� ��h �� C2 J C1 B _ „ W R) FD LEAD & TAG RCE 14232" FLUSH "^ o z w 85 h ,ti° cc LOT N J > > -'N 05'566 '� ci ON SIDEWALK IN LIEU OF 2" I.P. o SFN g,46' 0.069 AC. LOT O ' m - TAGGED "RCE 14232" PER Rl. I -- _ • � ---- 0.021 AC_ _ � `=' o " � 16.77' i � Q`� �, § w � '� N 0008'55 W 0.04' FROM PROPERTY C*" w N 89 20'28" E / ss• "� `=' CN CL z 8 _ CORNER � 94.50' L3 G �� R,38�o \�\mss' w o N�� N5135'Cl"W(R) •h`� \ ��� ^go ' zo= o 21 A=39 04'31 " �� � u a R "� Q o � ^ 4197 S.F. L=25.92' N 8920'28" E ,o o 19.50' cn `v cs a !' C': N89 20'28�R� - d o cn 0 3 `- 12.39' �Nc N8920'28"E Ngo12 LOT 'P' S'p�F o o w wo o 86.00' I '� 2.573 AC. / Z FD 2" I.P. RCE 14232" PER R3, / PIPE FOUND BENT, SHOT AT o o f BEND, DN 0.8', FD 2" I.P. RCE 14232" PER R3, PIPE FOUND BENT, SHOT AT BEND, DN a 7'. SEE SHEET 5 FD NAIL & TAG RCE 14232" ON WALL FOOTING, UP 0.2, IN LIEU OF 2" I.P. TAGGED "RCE 7F,AC 7 NJ, 24047-1 JVLB, 220/1-8 ori A*a - o4w000(o SHEET 6 OF 6 SHEETS LINE DATA TABLE LINE -BEARING DISTANCE LI N 0039'32" W 30.73' L2 N 0039'32" W 43.74' L3 N 00'.39'32" W 10.66' L4 N 003932" W 33.08' L5 N 86 27'31 " E 9.56' CURVE DATA TABLE CURVE DELTA ANGLE RADIUS ARC LENGTH Cl 3'01'20" 312.00' 16.46' C2 0'2421 " 312.00' 2.21' C3 453824" 38.00' 30.27'