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mb490_019-025\6 s IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 7 7 3 ff Is RAU I N A# ' i • • • A i A • • • i • •' ii '� . • ,' • • • KWC ENGINEERS AUGUST 2021 OWNER'S STATEMENT CORONA, CA WE HEREBY STATE WE ARE THE OWNERS OF, OR HAVE SOME RIGHT, TITLE, OR INTEREST IN THE LAND INCLUDED WITHIN THE SUBDIVISION AS SHOWN ON THE ANNEXED MAP; WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS CLEAR TITLE TO SAID LAND, AND WE CONSENT TO THE PREPARATION AND RECORDATION OF THIS SUBDIVISION MAP AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. WE HEREBY DEDICATE TO PUBLIC USE FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES, LOTS "A" THROUGH "C", INCLUSIVE. SURVEYOR'S STATEMENT WE HEREBY DEDICATE TO PUBLIC USE FOR PUBLIC UTILITY PURPOSES AND OTHER PUBLIC SERVICES LOTS "D" THROUGH "I", INCLUSIVE. WE HEREBY DEDICATE TO THE CITY OF RIVERSIDE AS AN EASEMENT FOR THE CONSTRUCTION AND MAINTENANCE OF STORM DRAIN FACILITIES THE EASEMENTS DESIGNATED AS "PUBLIC STORM DRAIN EASEMENT". WE HEREBY DEDICATE TO THE CITY OF RIVERSIDE AS EASEMENTS FOR EMERGENCY ACCESS, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS TO PERFORM SERVICES RELATED TO TRASH REMOVAL, PUBLIC UTILITIES, INCLUDING BUT NOT LIMITED TO ELECTRICAL, WATER, CABLE TELEVISION AND COMMUNICATION SYSTEMS, THE EASEMENTS DESIGNED AS "SANITATION SERVICE EASEMENT'. WE HEREBY DEDICATE TO THE CITY OF RIVERSIDE AS AN EASEMENT FOR CONSTRUCTION AND MAINTENANCE OF ELECTRIC ENERGY DISTRIBUTION AND TELECOMMUNICATION FACILITIES THE EASEMENTS DESIGNATED AS 6 FOOT PUBLIC UTILITY EASEMENT (P.U.E.) WE HEREBY RESERVE TO OURSELVES, OUR SUCCESSORS, ASSIGNS AND LOT OWNERS, LOTS "D" THROUGH "I", INCLUSIVE, INDICATED AS "PRIVATE STREET', SAID PRIVATE STREET IS FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNS, LOT OWNERS, AND INVITEES, WITHIN THIS TRACT. WE HEREBY RESERVE TO OURSELVES, OUR SUCCESSORS, ASSIGNS AND LOT OWNERS, LOTS "J" THROUGH 'T', INCLUSIVE INDICATED AS "COMMON AREA", SAID COMMON AREA IS FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNS, LOT OWNERS AND INVITEES, WITHIN THIS TRACT MAP. WE HEREBY RESERVE TO OURSELVES, OUR SUCCESSORS, ASSIGNS AND LOT OWNERS, THE EASEMENTS DESIGNATED AS "PRIVATE STORM DRAIN EASEMENT" AS SHOWN HEREON. SAID PRIVATE STORM DRAIN EASEMENT IS FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNS, AND LOT OWNERS, WITHIN THIS TRACT MAP. KB HOME; COASTAL, INC., A CALIFORNIA CORPORATION BY: - - VICE PRESIDENT, FORWARD PLANNING SCOTT HANSEN 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 C4 It kYtl6 „_ COUNTY OF ti ld•� ON T4�" �I i a0.'�t3 BEFORE ME, `..Q:etc 14420,N101-1 , A NOTARY PUBLIC, PERSONALLY APPEARED Sgg fig I& SOn . 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. WATER FACILITIES STATEMENT MY PRINCIPAL PLACE OF BUSINESS IS IN ; COUNTY MY COMMISSION EXPIRES:_!? " MY COMMISSION NUMBER: a 3 7y?G8 I HEREBY STATE THAT THE SUBDIVIDER NAMED ON THIS MAP HAS POSTED SECURITIES ACCEPTABLE TO WESTERN MUNICIPAL WATER DISTRICT OF RIVERSIDE COUNTY (DISTRICT). ADEQUATE TO FUND CONSTRUCTION OF REQUIRED WATER FACILITIES. ONCE FIRE HYDRANTS, WATER PIPELINES AND APPURTENANCES, ANY REQUIRED OFFSITE FACILITIES, AND SERVICE LATERALS HAVE BEEN INSTALLED AND ACCEPTED BY THE DISTRICT, AND REQUIRED FEES PAID, THE DISTRICT WILL SUPPLY WATER TO EACH LOT CREATED BY THIS SUBDIVISION. THE EASEMENTS AND RIGHT-OF-WAYS SHOWN ARE SUFFICIENT FOR ALL REQUIREMENTS OF WATER DISTRIBUTION. or DEREK KAWAII, RCE C54253 DATED DIRECTOR OF ENGINEERING SEWER FACILITIES STATEMENT SHEET 1 OF 7 SHEETS FILED THIS LL DAY OFM A , 20 93 AT ASM. IN BOOK L `(� Q OF MAPS. AT PAGES 101 - A5, AT THE REQUEST OF THE CITY CLERK OF THE CITY OF RIVERSIDE. 'J NO. go2-3-oIgIq(oq FEE: $ a / • 0 -.!R - PETER -!- PETER ALDANA ASSESSOR -COUNTY CLERK -RECORDER BY: C2d&f (Z j 2ft- DEPUTY SUBDIVISION GUARANTEE: FIRST AMERICAN TITLE 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 HOMES COASTAL, INC., ON AUGUST 2021. 1 HEREBY STATE THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED OR THEY WILL BE SET IN THOSE POSITIONS BEFORE JUNE 10, 2023, AND THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. THE SURVEY IS TRUE AND COMPLETE AS SHOWN. OCL LA/1/O 0���5 /IIl� ► ' 23 * No. 9029 THOMAS M. CASELDINE DATED 1pk �Q LICENSED LAND SURVEYOR L.S. 9029 F OF CA` SFO/ CITY ENGINEER'S STATEMENT I HEREBY STATE, I HAVE EXAMINED THIS MAP, AND THE SUBDIVISION AS SHOWN HEREON IS SUBSTANTIALLY THE SAME AS IT APPEARS ON THE TENTATIVE MAP OF TRACT NO. 37732 APPROVED BY THE CITY OF RIVERSIDE PLANNING COMMISSION ON JUNE 10, 2021 AND ANY APPROVED ALTERATIONS THEREOF; ALL PROVISIONS OF THE SUBDIVISION MAP ACT (DIVISION 2 OF TITLE 7 OF THE CALIFORNIA GOVERNMENT CODE) AND TITLE 18 OF THE RIVERSIDE MUNICIPAL CODE APPLICABLE AT THE TIME OF THE APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH; THE EASEMENTS FOR SEWER AND DRAINAGE FACILITIES AS SHOWN ON THIS MAP HAVE BEEN APPROVED; THE PLANS FOR DRAINS, DRAINAGE WORKS, AND SEWER SUFFICIENT TO MITIGATE FLOOD DAMAGE TO ALL LOTS IN THE SUBDIVISION HAVE BEEN APPROVED; A COMPLETE SET OF PLANS COVERING ALL IMPROVEMENTS HAVE BEEN FILED WITH THE PUBLIC WORKS DEPARTMENT AND THE SAME ARE CHECKED AND APPROVED; AND ALL IMPROVEMENTS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS, OR THE SUBDIVIDER HAS ENTERED INTO AN AGREEMENT WITH THE CITY OF RIVERSIDE COVERING COMPLETION OF ALL IMPROVEMENTS AND SPECIFYING THE TIME FOR COMPLETING THE SAME. ,,,� c-, ,566ERT M. HERNANDEZ R.C.. 6 70 CITY ENGINEER CITY SURVEYOR'S STATEMENT 3 -ao -tea. DATED QFzpF ESS co * 69170 clVl\-`� TF OF I HEREBY STATE, I HAVE EXAMINED THIS MAP, AND I AM SATISFIED THE MAP IS TECHNICALLY CORRECT, AND ALL MONUMENTS HAVE BEEN SET OR A CASH DEPOSIT SUFFICIENT TO COVER THEIR PLACEMENT HAS BEEN DEPOSITED WITH THE CITY OF RIVERSIDE. ONp,L LA/Vp 5` C • S SG 3IZo lT a z U � CURTIS C. STEPHENS, P.L.S. 7519 DATED * No. 7519 CITY SURVEYOR 9�F OF CA\-��0/ CITY CLERK'S CERTIFICATE RESOLVED: THIS MAP CONSISTING OF 7 SHEETS BE, AND THE SAME IS HEREBY ACCEPTED AS THE FINAL MAP OF TRACT NO. 37732. LOTS "A" THROUGH"C", INCLUSIVE ARE HEREBY ACCEPTED FOR PUBLIC STREET PURPOSES SUBJECT TO THE INSTALLATION OF IMPROVEMENTS TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR OF THE CITY OF RIVERSIDE; LOTS "A" THROUGH "I", INCLUSIVE ARE HEREBY ACCEPTED FOR PUBLIC UTILITY PURPOSES AND OTHER PUBLIC SERVICES; THE EASEMENTS DESIGNATED AS "SANITATION SERVICES EASEMENT' ARE HEREBY ACCEPTED AS EASEMENTS FOR EMERGENCY ACCESS, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS TO PERFORM SERVICES RELATED TO TRASH REMOVAL, PUBLIC UTILITIES, INCLUDING BUT NOT LIMITED TO ELECTRICAL, WATER, CABLE TELEVISION AND COMMUNICATIONS SYSTEMS. WE HEREBY DEDICATE TO THE CITY OF RIVERSIDE, THE EASEMENTS DESIGNATED AS "PUBLIC STORM DRAIN EASEMENT' AS SHOWN HEREON. THE EASEMENTS DESIGNATED AS 6 FOOT PUBLIC UTILITY EASEMENT (P.U.E.) ARE HEREBY ACCEPTED AS EASEMENTS FOR THE CONSTRUCTION AND MAINTENANCE OF ELECTRIC ENERGY DISTRIBUTION AND TELECOMMUNICATION FACILITIES. THE CITY CLERK IS HEREBY AUTHORIZED AND DIRECTED TO ATTEST SAID MAP BY SIGNING HER NAME THERETO AS CITY CLERK OF THE CITY OF RIVERSIDE, STATE OF CALIFORNIA. I HEREBY CERTIFY THAI THE FOREGOING RESOLUTION WAS ACCEPTED BY THE MAYOR AND COUNCIL OF THE CITY OF RIVERS T DAY OF M _ 2023. DONESIA CAUSE, CITY CLERK OF THE CITY OF RIVERSIDE, CALIFORNIA I HEREBY STATE THAT THE SUBDIVIDER NAMED ON THIS AP HAS POSTED SECURITIES ACCEPTABLE TO WESTERN MUNICIPAL WATER DISTRICT OF RIVERSIDE COUNTY (D STRICT). ADEQUATE TO FUND CONSTRUCTION O REQUIRED CITY TREASURER'S CERTIFICATE SEWER FACILITIES. ONCE SEWER PIPELINES AND APPURTENANCES, ANY REQUIRED OFFSITE FACILITIES, AND I HEREBY CERTIFY, ACCORDING TO THE RECORDS OF THIS OFFICE, AS OF THIS DATE, THE REAL PROPERTY, SHOWN ON THIS MAP IS NOT SERVICE LATERALS HAVE BEEN INSTALLED AND ACCEPTED BY THE DISTRICT, AND REQUIRED FEES PAIJ, THE SUBJECT TO ANY SPECIAL ASSESSMENTS, BONDS, AND/OR LIENS WHICH HAVE NOT BEEN PAID IN FULL, EXCEPT FOR THOSE NOTED BELOW DISTRICT WILL SUPPLY SEWER TO EACH LOT CREATED BY THIS SUBDIVISION. THE EASEMENTS AND RIGHT-OF-WAYS ,► SHOWN ARE SUFFICIENT FOR ALL REQUIREMENTS OF SEWER DISTRIBUTION. /� DEREK KAWAII, RCE C54253 DATEIJ THIS CERTIFICATE DOES NOT INCLUDE ANY SPECIAL ASSESSMENTS, THE BONDS OF WHICH HAVE NOT BECOME A LIEN UPON SAID DIRECTOR OF ENGINEERING PROPERTY, OR ANY SPECIAL ASSESSMENTS, BONDS, AND/OR LIENS RELATED TO SPECIAL DISTRICTS LOCATED WITHIN THE CITY OF RIVERSIDE THAT ARE NOT ADMINISTERED BY THE CITY. PUBLIC UTILITIES CERTIFICATE Z I HEREBY CERTIFY, THE SUBDIVIDER NAMED ON THIS MAP HAS DEPOSITED WITH THE CITY OF RIVERSIDE PUBLIC EDWARD ENRIQUEZ DATED FINANCIAL OFF ER /CITY TREASURER UTILITIES DEPARTMENT SUFFICIENT FUNDS OR MADE THE REQUIRED ARRANGEMENTS AND PROVISIONS FOR THE INSTALLATION OF ELECTRIC FACILITIES NECESSARY TO PROVIDE SERVICE TO ALL LOTS AS SHOWN ON THIS MAP; AND ALL PUBLIC UTILITY EASEMENTS SHOWN ARE SUFFICIENT FOR ALL REQUIREMENTS OF THE ELECTRIC DIVISION OF THE PUBLIC UTILITIES DEPARTMENT OF THE CITY OF RIVERSIDE. ARRANGEMENTS FOR WATER SERVICE MUST BE TAX BOND CERTIFICATE MADE WITH THE WESTERN MUNICIPAL WATER DISTRICT. I HEREBY CERTIFY THAT A BOND IN THE SUM OF $ •Ci HAS BEEN EXECUTED AND FILED WITH THE BOARD OF SUPERVISORS OF THE COUNTY OF RIVERSIDE, CALIFORNIA, CONDITIONED UPON 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 �a3 ARE A LIEN AGAINST SAID PROPERTY BUT NOT YET PAYABLE, AND SAID BOND HAS BEEN DULY APPROVED BY SAID BOARD OF SUPERVISORS. TODD M. CORBIN DATED CASH OR SURETY TAX BOND PUBLIC UTILITIES GENERAL MANAGER MATTHEW JENNINGS THIS CERTIFICATION EXCLUDES ANY COUNTY TAX COLLECTOR SUPPLEMENTAL TAX ASSESSMENTS NOT SOILS REPORT BY:YET EXTENDED ,DEPUTY � � 2- A PRELIMINARY SOILS REPORT WAS PREPARED FOR THIS SUBDIVISION BY GEOCON WEST, INC. ON MAY 28, 2019 AS DATED REQUIRED BY THE HEALTH AND SAFETY CODE OF THE STATE OF CALIFORNIA, SECTION 17953. 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 SIGNATURE OMISSIONS ASSESSMENTS COLLECTED AS TAXES, EXCEPT TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES NOW A LIEN BUT PURSUANT TO SECTION 66436 OF THE SUBDIVISION MAP ACT OF THE STATE OF CALIFORNIA, THE SIGNATURES OF THE NOT YET PAYABLE, WHICH ARE ESTIMATED TO BE $ FOLLOWING EASEMENT HOLDERS HAVE BEEN OMITTED SINCE THIER INTERESTS CANNOT RIPEN INTO A FEE: MATTHEW JENNINGS THIS CERTIFICATION EXCLUDES ANY EASEMENT FOR WATER PIPELINES PURPOSES, IN FAVOR OF DONALD C. McMILLAN AND MARIE W. McMILLAN, RECORDED JULY 31, COUNTY TAX COLLECTOR 1969 AS INSTRUMENT NO. 78060, OF OFFICIAL RECORDS, RIVERSIDE COUNTY. SUPPLEMENTAL TAX ASSESSMENTS NOT EASEMENT IN FAVOR OF SOUTHERN CALIFO13NIA EDISON COMPANY A CORPORATION FOR UNDERGROUND YET EXTENDED ELECTRICAL SUPPLYS`(STtMSAND COMMUNICATION S%jMMS PURPOSES, fWCOnm FEDRUARY 17, 2023 AS BY: ,DEPUTY oFi INSTRUMENT NO.2023-UG46034, OFbFFIcjALRF_coRDS. DATED IN THE CIN OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 37732 BEING A SUBDIVISION OF LOTS 18, 32 AND THE EAST ONE-HALF OF THE EAST ONE-HALF OF LOT 31 OF WOODCREST ACRES, IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 11, PAGE 62 OF MAPS. LOCATED IN SECTION 29, T.3S., RAW., S.B.M. KWC ENGINEERS AUGUST 2021 CORONA, CA SURVEYOR'S NOTES: 1. 9 INDICATES MONUMENT FOUND AS NOTED. 2. O INDICATES SET V IRON PIPE, TAGGED L.S. 9029, FLUSH WITH SURFACE, UNLESS 1323.61' (1323.64' R1) OTHERWISE NOTED. 3. ❑ INDICATES SET S&W L.S. 9029, FLUSH WITH SURFACE. 4. a SET 1" I.P. & L.S. 9029 TAG, FLUSH AT ALL REAR LOT CORNERS AND ANGLE POINTS, SET PRORATION PER LEAD & L.S. 9029 TAG IN TOP OF CURB AT PROLONGATION OF SIDE LOT LINES. 5. ( ) INDICATES RECORD DATA PER REFERENCE LISTED. 6. M&R# INDICATES RECORD AND MEASURED DATE PER REFERENCE LISTED. 7. R1 INDICATES RECORD DATA PER WOODCREST ACRES, M.B. 11/62 8. R2 INDICATES RECORD DATA PER TRACT NO. 37593, M.B. 476/ 36-42 9. R3 INDICATES RECORD DATA PER TRACT NO. 31361, M.B. 390/62-66 10. R4 INDICATES RECORD DATA PER TRACT NO. 30756, M.B. 262/72-77 11. M Lo CD MO DRAINAGE EASEMENTS SHALL BE KEPT FREE AND CLEAR FROM BUILDINGS OR ^ OBSTRUCTIONS. 12. (R) INDICATES RADIAL BEARING 13. Z TRACT NO. 37732 CONTAINS 22.60 ACRES, MORE OR LESS. SEE SHEET NO.3 FOR EASEMENT NOTES w 2m z LLJLu 0 U U INI 200' 0 200' 400' 600' SCALE: 1"=200' O IN rco co 0 O N o z GPS CONTROL "NOCO" N: 2280817.068 E: 6161339.179 �77o5s19"W79.156. >�°?g��88 3g w\ \ �88, GR7pJ N: 2264236.370 \ E: 6236094.334 FD. S&W, FLUSH, "RIV. CITY SURV." IN LIEU OF S&W, FLUSH, TAGGED "L.S. 5491". ACCEPTED AS THE NE COR. OF THE NE 1/4, SE 1/4, SW 1/4 OF SEC. 29, T.3S, RAW., S.B.M. PER TR. 31362, M.B. 368/26-28 & TRACT NO. 37593, M.B. 476/36-42. 7FACT m 190, 7nacT Ha 1993825K MR =J72 -'M � cn o NJ.�JU/C y�5-0 Lu z Q Lu o�C cn cn Lu W o U non nn loon not 1324.87' FD. S&W, FLUSH, "RIV. CITY SURV." IN LIEU OF S&W, FLUSH, TAGGED "L.S. 5491". ACCEPTED AS THE NE COR. OF THE NE 1/4, SE 1/4, SW 1/4 OF SEC. 29, T.3S, RAW., S.B.M. PER TR. 31362, M.B. 368/26-28 & TRACT NO. 37593, M.B. 476/36-42. 1324.88'91) — %— — 14 N89037'05"E 2649.73' `C/L LURIN AVENUE FD. 1" LP:, OPEN, FLUSH, ACCEPTED AS C/L INT. OF LURIN AVENUE AND MERIDIANA COURT PER M.B. 362/72-77. --� 11�Jdl 40 l loo 01o Cc �— tiLu Lu ccoo 0 Lu o O O ° Z v S.N.F., ESTAB. BY Cl�(D PRORATION PER M.B. 11/62 °C I N89036'18"E 2647.22' (N88°57'E 2647.28' R1) C6 1323.61' (1323.64' R1) S.N.F., ESTAB. BY a PRORATION PER C= M.B. 11/62 CV O Lo c N bd M Lo CD MO w O ^ C:r; v Co ;r N coo W O O M Z O (� Z FD. 3/4" I.P., FLUSH, W/ PLASTIC PLUG, ILLEG., ACCEPTED AS THE S 1/4 COR. OF SEC. 29, T.3S, RAW, S.B.M. PER R.S.125/31 S.N.F., ESTAB. & TRACT NO. 37593, M.B. 476/36-42. PRORATION PER M.B. 11/62---- 1322.32- (1322.40'R _ 0 Z 0 -00°35'27.36" `D ` CONVERGENCE ANGLE SHEET 2 OF 7 SHEETS N86026100"W 187762.49' (GRID) N89°37'05"E 2649.53' (GRID) 2649.73' (GROUND)N87 _ °30'34"E 112750,14(GRID �N,2264254.028 °1LURIN\VEFD. 1" I.P. W/ C -NAIL, E:6238743.811 FLUSH, PER C.R.10-264. GPS TIES �\ N.T.S. FD. S&W, FLUSH, "RIV. CITY SURV." IN LIEU OF S&W, FLUSH, TAGGED "L.S. 5491". ACCEPTED AS THE NE COR. OF THE NE 1/4, SE 1/4, SW 1/4 OF SEC. 29, T.3S, RAW., S.B.M. PER TR. 31362, M.B. 368/26-28 & TRACT NO. 37593, M.B. 476/36-42. BASIS OF BEARINGS: GPS CONTROL"P584" N: 2269135.976 E: 6348737.968 GPS CONTROL "BILL" N: 2154994.964 E: 6313564.161 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS "BILL", "NOCO" AND "P584", NAD 83(NSRS2011) EPOCH 2010.00 AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE, GRID DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A COMBINATION FACTOR OF 0.99992382. CALCULATIONS ARE MADE AT FD. S&W, FLUSH, "RIV. CITY SURV." AT THE NE COR. OF THE NE 1/4, SE 1/4, SW 1/4 OF SEC. 29, T.3S, RAW., S.B.M. PER TR. 31362, M.B. 368/26-28 & TRACT NO. 37593, M.B. 476/36-42. WITH COORDINATES OF N: 2264236.370 (GRID), E: 6236094.334 (GRID), USING AN ELEVATION OF 1687.20. (N88°56'W 2649.76' R1) M FD. V I.P., TAGGED 5928, FLUSH, PER M.B. 362/72-77. S.N.F., ESTAB. BY PRORATION PER M.B. 11/62 �O �18" 0.0 S.N.F., ESTAB. AT E 1/2 OF E 1/2, ESTAB. AT 1/2 LOT 31 SPLIT OF LOT 31 496.35- .90' '-165.45''' '`-165: �— 661.80' (661.82' Ri) N89041'58"E 2644.63(S88058'W 2644.80' R1) C/L MARIPOSA AVENUE ESTAB. AT 1/2 SPLIT OF LOT 31 BOUNDARY SHEET LC) N O Co Go W N N M M O Z -165.29'-1 FD. SPIKE & WASHER, TAGGED L.S. 5529, FLUSH, PER M.B. 390/62-66. m NR = F� so W r to o co w rn M p O Z C S.N.F., ESTAB. BY PRORATION PER FD. 1" I.P. W/ C -NAIL, M.B. 11/62 FLUSH, PER C.R.10-264. SET TAG L.S. 9029 mv S.N.F., ESTAB. BY PRORATION PER M.B. 11/62 661.80' (661.82' R1) S.N.F., ESTAB. BY PRORATION PER M.B. 11/62 2 10' LLi � �'S1V CD O _ A GG C.0 � tO ct v W p r CD co W cnM O a0 Z S.N.F., ESTAB. BY PRORATION PER M.B. 11/62 2 co of S.N.F., ESTAB. AT of FD. GEAR SPIKE & WASHER, TAGGED E 1/2 OF E 1/2, CV' L.S. 7083, FLUSH, PER C.R. 07-603 - LOT 31 30' Iw 0 O cn Lu W CDz Q m IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 37732 BEING A SUBDIVISION OF LOTS 18,32 AND THE EAST ONE-HALF OF THE EAST ONE-HALF OF LOT 31 OF WOODCREST ACRES, IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 11, PAGE 62 OF MAPS. LOCATED IN SECTION 29, T.3S., R.4W., S.B.M. KWC ENGINEERS AUGUST 2021 CORONA, CA EASEMENT NOTES: OINDICATES EASEMENT FOR WATER PIPELINES PURPOSES, IN FAVOR OF DONALD C. McMILLAN AND MARIE W. McMILLAN, RECORDED JULY 31, 1969 AS INSTRUMENT NO. 78060, OF OFFICIAL RECORDS. O INDICATES AN EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION FOR UNDERGROUND ELECTRICAL SUPPLY SYSTEMS AND COMMUNICATION SYSTEMS PURPOSES, RECORDED FEBRUARY 17, 2023 AS INSTRUMENT NO. 2023-0046034, OF OFFICIAL RECORDS. O3 INDICATES SANITATION SERVICES EASEMENT. O4 INDICATES A "PRIVATE STORM DRAIN EASEMENT" AS RESERVED HEREON. O5 INDICATES A "PUBLIC STORM DRAIN EASEMENT" AS RESERVED HEREON. O6 INDICATES A 6 FOOT PUBLIC UTILITY EASEMENT (P.U.E.) AS RESERVED HEREON. SHEET 3 OF 7 SHEETS 100' 0 100' 200' 300' SCALE: V=100' M �- 342.25' (342.38'R4) M co 10' nCoi1 ��j�9 CoA g� ° 10 IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO, 37732 BEING A SUBDIVISION OF LOTS 18,32 AND THE EAST ONE-HALF OF THE EAST ONE-HALF OF LOT 31 OF WOODCREST ACRES, IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 11, PAGE 62 OF MAPS. LOCATED IN SECTION 29, T.3S., RAW., S.B.M. KWC ENGINEERS AUGUST 2021 CORONA, CA Lu J J W FD. 1" I.P., TAGGED 5928, N89037'05"E 2649.73' (N88°56'W 2649.76' R1) FLUSH, PER M.B. 362/72-77. co 662.43' (662.44' R1) 330.44' 164.31' i 45.00' 45.00' i C/L LURIN AVENUE i �-33.00' coi :-4M i LOT "A" co i i o 1 21,860 S.F. N89°37'05"E 119.83' _L8_ I o N89037'05"E 452.57' 54.38'__- --50.00'_ ---_50.00'_- --_56.00'_-- M -56.00' M 1.00'-_- z W 0 E z w rs1W Ell �I Lu Lo M I p0 co o Lf7 0 Z _ ILL - o 0 F_o CD I� o 0 o z cc LLJ IU < coI z WI LU0 IO �, to U O co IO �� Z co coW LM W co M I O M O I C) N z o z 22.92' I N89037'05"E 131.95' 2.00'-'j" uv --- i -----i' DELTA RADIUS LENGTH C1 8°05'35" A=2002'10" 67.17' C3 8005'35" ' 1cli- rl z 7011'38" O 62.78' o 4008'02" 0 - 24.50' 31.50' - 0 MN -"-� 1� C w 8 N 9 10 11 ° 6,606 SF N8q° 1 _ v � I � ^ o o c' I N 5,558 SF N89028'58"W 115.49' 4,750 SF C_" 4,750 SF �`°�N� 5,320 SF 1930„w \ -- �, I M N , co o co cn 3 co cEn m I N89028'58"W 125.21' \'' LR1- o I co N 5,500 SF p o 6 0 0 6 L=19.09 --_--- I 1 24.50 31.50' / 4,640 SF N M N89028'58'W 92.65' 7 4,631 SF 92.58' N89028'58"W 115.51' LOT "L" v Iv a I O N W LL &JN G O C CD cn M u'3 z 61I z I l j I 61 I 6 I I LOT 'Y' N89°37'05"E 325.24' 50.00' 50.00' 56.00' 50.00' 50.00' 1 50.00' 50.00' 56.00' ori9►naP aoa3-ory�N�9 SHEET 4 OF 7 SHEETS 40' 0 40' 80' 120' SCALE: 1"=40' o p f�fYnl �SIr2Yc_$;I Q FD. SPIKE & WASHER, o�Vi.�h NJI�.�JIY� O= TAGGED L.S. 5529, FLUSH, U v PER M.B. 390/62-66. - _ 56.00' _ N � o 13 (5,320S) o 167.68' 33.00' 130.20 - -------_ LOT "J" o 3,249 S.F. COMMON SPACE N N89037'05"E 129.78' 58.76' 71.02' z z N O c" 5; 56.00' 20 r 80.00, � w N 21 0 0 8,512 SF o ,,, 10 330 S N CD CD 15 � 16 17 � 18 � 19 5,�OS o 5,100 SF o 5,100 SF o 5,100 SF o 7,925 SF N N N N 0 0 0 0 6 3.65' - -50.00'- - - - -50.00'- - - - 50.00' - - - -50.00'- - - - 28.07' R=1p3 5�, N89037'05"E 304.20' o i 50 • SPANISH NEEDLE COURT �_ 11 (PRIVATE STREET) ; - 339.50' - - - N89037'05"E 452.37' 3 LOT "G" 29,214 S.F. N89037'05"E 424.36' co 0 - 112.87 -. -_ --50.00'_-- -_50.00'_- --_50.00'-- --50.00'_-- -_50.00'_ m6 m6 \J N i M z� a\�19 Q� a \ X66 d0 L7 co 15.88' O N O N ' o �" u o i 1� 'L. LqIo co co C.0 o -co _50.00'-- -�� o 3.02' O O O O O O O 22 o 28 cn N 27 o 26 25 � 24 � 23 Gn 4,750 SF 4,750 SF 4,750 SF 4,750 SF 4,750 SF 4,750 SF 7,266 SF co 0 0 0 0 0 0 0 50.00' SEE SHEET 5 50.00' 30 50.00' 31 N89037'05"E 358.80' 50.00' 32 50.00' 33 50.00' 34 58.80' 35 ti c0 o w O w o z 0 N z 830.12' (830.13' 133) ---- 662.43' (662.44' Ri ) o 00�� I o �� �P iN CURVE DATA NO. DELTA RADIUS LENGTH C1 8°05'35" A=2002'10" 67.17' C3 8005'35" 531.50' 2 L=16.90' �� 7011'38" 500.00' 62.78' C6 4008'02" 468.50' - 24.50' 31.50' - ��, M ;i 57.24' 3°03'37" 6 023 SF 25.02' L8 N 89°37'05" E ; 20�`Rg6� 45.24' iM N89028'58"W 115.49' o �`°�N� M N , o 3 0 14Ul ° 5,500 SF IT� JW a.3 _w ILL, r-' to `C' N co Q^ p�rO O O N89028'58"W 104.52' N � '- 0 a z O O - z z co 66/� 6 4 ! 3 __ 76.12'- - - - 5,063 SF ' coLo o N89028'58"W 97.98' ) 7 1 N 3.43'- 5 \ 4,760 SF oC6 N ! Lo co N8�°233jIy It a_' L.1 N89028'58"W93.22' �-iR 1 1 F -----121.33'--- A=2°05'07" �� " I 6 L=19.09 --_--- I 1 24.50 31.50' / 4,640 SF N M N89028'58'W 92.65' 7 4,631 SF 92.58' N89028'58"W 115.51' LOT "L" v Iv a I O N W LL &JN G O C CD cn M u'3 z 61I z I l j I 61 I 6 I I LOT 'Y' N89°37'05"E 325.24' 50.00' 50.00' 56.00' 50.00' 50.00' 1 50.00' 50.00' 56.00' ori9►naP aoa3-ory�N�9 SHEET 4 OF 7 SHEETS 40' 0 40' 80' 120' SCALE: 1"=40' o p f�fYnl �SIr2Yc_$;I Q FD. SPIKE & WASHER, o�Vi.�h NJI�.�JIY� O= TAGGED L.S. 5529, FLUSH, U v PER M.B. 390/62-66. - _ 56.00' _ N � o 13 (5,320S) o 167.68' 33.00' 130.20 - -------_ LOT "J" o 3,249 S.F. COMMON SPACE N N89037'05"E 129.78' 58.76' 71.02' z z N O c" 5; 56.00' 20 r 80.00, � w N 21 0 0 8,512 SF o ,,, 10 330 S N CD CD 15 � 16 17 � 18 � 19 5,�OS o 5,100 SF o 5,100 SF o 5,100 SF o 7,925 SF N N N N 0 0 0 0 6 3.65' - -50.00'- - - - -50.00'- - - - 50.00' - - - -50.00'- - - - 28.07' R=1p3 5�, N89037'05"E 304.20' o i 50 • SPANISH NEEDLE COURT �_ 11 (PRIVATE STREET) ; - 339.50' - - - N89037'05"E 452.37' 3 LOT "G" 29,214 S.F. N89037'05"E 424.36' co 0 - 112.87 -. -_ --50.00'_-- -_50.00'_- --_50.00'-- --50.00'_-- -_50.00'_ m6 m6 \J N i M z� a\�19 Q� a \ X66 d0 L7 co 15.88' O N O N ' o �" u o i 1� 'L. LqIo co co C.0 o -co _50.00'-- -�� o 3.02' O O O O O O O 22 o 28 cn N 27 o 26 25 � 24 � 23 Gn 4,750 SF 4,750 SF 4,750 SF 4,750 SF 4,750 SF 4,750 SF 7,266 SF co 0 0 0 0 0 0 0 50.00' SEE SHEET 5 50.00' 30 50.00' 31 N89037'05"E 358.80' 50.00' 32 50.00' 33 50.00' 34 58.80' 35 ti c0 o w O w o z 0 N z 830.12' (830.13' 133) ---- 662.43' (662.44' Ri ) o 00�� I o �� �P iN CURVE DATA NO. DELTA RADIUS LENGTH C1 8°05'35" 475.50' 67.17' C3 8005'35" 531.50' 75.08' C5 7011'38" 500.00' 62.78' C6 4008'02" 468.50' 33.80' C7 3°03'37" 468.50' 25.02' LINE DATA NO. BEARING DISTANCE L1 N 0°22'55" W 50.00' L2 N 5600306" W 24.82' L3 N 43034'35" E 19.45' L4 N 0022'55" W 3.00' L5 N 0°22'55" W 3.00' L6 N 7042'41" E 31.46' L7 N 89025'38" W 18.88' L8 N 89°37'05" E 90.00' NOTE: SEE SHEET 2 FOR SURVEYOR'S NOTES, MONUMENT DESCRIPTIONS, BASIS OF BEARINGS, EASEMENT NOTES, SEE SHEET 2 FOR BOUNDARY CONTROL MAP, SEE SHEET 3 FOR INDEX MAP. I no IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 37732 BEING A SUBDIVISION OF LOTS 18,32 AND THE EAST ONE-HALF OF THE EAST ONE-HALF OF LOT 31 OF WOODCREST ACRES, IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 11, PAGE 62 OF MAPS. LOCATED IN SECTION 29, T.3S., R.4W., S.B.M. KWC ENGINEERS AUGUST 2021 CORONA, CA N o - - - _ N89037'05"E 121.33'- L 21.33' -" N8 M 24.50' ; 31.50' I � I I^ 3 I I� Q cl�I 6' I� 7 m 17- _ I _ U- 10 - N ; m `� 1 0 �- � 1 I� I Y o- r N M N I CD N89028'58"W 115.51' �„ M 1 LOT " 11 02 C 1 v o I 25,457 S.F. I,- - --- N z COMMON SPACE _T w ' 5D o I 1 Iz I 10' 1 I 1 I cc I I t" M I 6 iO to I �p��9� �------ --- 112.07'- - 0 v 1 \ M CD I \ 1 104 ��I LOT \ 0.32' �'i''-- I \ w o Lq `� N L uu 39,148 S.F. N '� I COMMON SPACE \ \ 9.30'_, C1 M' --50.00'--- d� Q z I c C9 ► /. - 3014 5.09' -' jo \ -13.36' - (Doo �� I I N60022'55"W I z z o 20.66' 0 I I 36 37 N 1 N0°22'55 "W _ �_'__ y °° 14.76' ) 4,587 SF 4,699 Si) N CD I / o o / � 0 5 /z oN + - - - - - N89°36'18"E 141.11'- .- - - _�_ ��j/ C9 ED I / / N89°14'54"W 51.01' N88°01'45"W 50.04' o I N89 3618E 141.43 __j ; LOT "T" N o 1 n -------- ��11.00' CD 4,253 S.F. COMMON SPACE 200.59' N89036'18"E 496.35' Qo tr 0 0 SEE SHEET 4 w 50.00' 27 26 25 N89037'05"E 358.80' 50.00' 50.00' 50.00' z z o 30 N31 c_n' 32 c'!' C,544D11 o 5,544 SF o 5,514 SF o 02 0 W -- 50.00' --_F--50.00'--I N89037'05"E 286.59' BEAVERTAIL WAY (PRIVATE STREET) _ N89037'05"E 420.30' - LOT "E" 227.99' 23,649 S.F. N89037'05"E 281.90' --50.00'.-_ L -_50.00'_ z 38 N (4,826S) to N N86°55'20"W 50.09' 295.76' z 0 39 N ED f O W co w 6 - -50.00'- -24.52'-10 o, Li 3 -- - ori9inap 2 23-0141 401 SHEET 5 OF 7 SHEETS 40' 0 40' 80' 120' \ SCALE: 1"=40' I =- N89°25'38"W I 3.01' /1_ N / N M Z 0 w 80 24 23 23 N z } 50.00' 50.00' C14 58.80' LENGTH C8` 29.67' 4s, N13012'1TW--'- - 26.81'_R �\s w o 9.64' cPJ �, 0 ZN o 17.69' z 0 N pp 74.50' 33 34 o 35 W 34.24' 5,178 SF 5,184 SFco co 7,028 SF 6o -� 86.50' - T- w y� 19.72' C9 z o o M N81��A` -� o? z 55.00' �� w 1( 92.20' \� 54.97' N89039'33"E 97.42' - '- C3 32,88' - 04 W co C13 N r��� � 43 i \9 _, I \ p N \ 43.50 Oq«E �� C6 �`� %, o N79°37 31.50' Cs \co LOT ..M.1 co z Cl °51.44't- 0 Lq v N - _ 50.00'_ - - - 50.00'- - - 6 o z � 40 41 �,294SF � 0 5,434 SF 1 w .a o Ln N4714212811W N 7.7l'-, , 83°38'22"W 50.35' N85054'42"W 50.15' N89036'1 8"E 39.11' /� p co N O c.0 CO W N N co M O z SEE SHEET 6 IN CURVE DATA 87.99'��- C14 N83°45'47"E LENGTH C8` 29.67' 4s, L \ - 26.81'_R �\s w o L ; 40 \�' 7 cPJ �, 0 4 \� 17.69' �� 7,108 S.F. 74.50' �COMMON SPACE 6p2. o rn 34.24' C6 83041'59" 74.50' 108.83' C7 4032'44" 86.50' 8,422 SF C8 W 74.50' 19.72' C9 46025'52" 67.50' M N81��A` -� o? z 55.00' �� w 1( 92.20' \� 54.97' N89039'33"E 97.42' 89059'13" 55.00' 86.38' C13 N r��� � 43 m I 4 \9 _, I \ p N \ 23005'58" I J I I 24.50' 31.50' I 3 I SEE SHEET 6 IN CURVE DATA N0. DELTA RADIUS LENGTH Cl 10°00'01" 93.50' 16.32' C2 10°00'01" 86.50' 15.10' C3 13036'07" 74.50' 17.69' C4 28036'02" 74.50' 37.19' C5 26019'49" 74.50' 34.24' C6 83041'59" 74.50' 108.83' C7 4032'44" 86.50' 6.86' C8 15°10'01" 74.50' 19.72' C9 46025'52" 67.50' 54.70' C10 36051'19" 55.00' 35.38' C11 89059'13" 35.00' 54.97' C12 89059'13" 55.00' 86.38' C13 1402112" 74.50' 18.66' C14 23005'58" 45.00' 18.14' NOTE: SEE SHEET 2 FOR SURVEYOR'S NOTES, MONUMENT DESCRIPTIONS, BASIS OF BEARINGS, EASEMENT NOTES, SEE SHEET 2 FOR BOUNDARY CONTROL MAP, SEE SHEET 3 FOR INDEX MAP. N 0 w N N cM M O Z SEE SHEET 5 NO. DELTA W _ O O 12°15'33" M 5,453 SF � N co I� ° 75.64' 61 12015'33" CD N89038'20"E 100.97' C4 25°27'05" \ o 46.64' C5 15008'52" \ j "' r 45T "' O � C C`') O \ 42 X11 I - 5,452 SF zv N 11 'r `o � `0 N I I N � N W z W LL oz �� I 1 0 o I N89039'33"E 97.42' I r p r l 71.11' n j It -� r � 43 o it w I \ 3 p 644, - - A N W v .p A O O p o - N N Cf7 Lo 5,399 SF P Nm "' 41 L=39.24 _ O 62 I CD X61 o _24_50'_ _31_50'__ � CJS 5,451 SF /1 N89038'20"E 100.97' o j I 48 I N I 7,768 SF 60 Z o ` 59 T 44 NO. DELTA W _ O O 12°15'33" M 5,453 SF � N co I� ° 75.64' 61 12015'33" CD N89038'20"E 100.97' C4 25°27'05" 105.00' 46.64' C5 15008'52" 69.93' - - I 45T I � C O I - 5,452 SF 1 1 <Jt M O _ _ W M N W �7 W CO co co N89038'20"E 100.97' I M Mm o N W z W LL oz �� I IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO 37732 ■ BEING A SUBDIVISION OF LOTS 18,32 AND THE EAST ONE-HALF OF THE EAST ONE-HALF OF LOT 31 OF WOODCREST ACRES, IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 11, PAGE 62 OF MAPS. LOCATED IN SECTION 29, T.3S., RAW., S.B.M. KWC oENoGINEERS AUGUST 2021 �os9 P 'Jd 09 5.61' ori9inc�P 0102 - olu 1 Y0 N89036'18"E 661.80' (661.80') 53.00' 1 53.00' 1 53.00' 1 53.00' 53.00' 1 53.00' 1 53.00' 1 53.00' 1 53.00' 69.13' 44.01' z z 49 o 50 _a 51 52 � 53 � 54 O O �5S O (5,937 O (5,939 O O 5,�934SF � 5,9� 5,937 SF � 5,939 SF � 5,940 SF to C? �6 - - -53.00'- - - �53.00'- N cn W C" 0 z'J mor r--------154.09'----- - LU 46 �- o J-;3- (ED c_ I 5,45'2S F 6 zo Lo N89038'20"E 100.97' I co N II M M I 47co N 5,452 SF i A=0°52'44" N89038'20"E 101.01' L=5.80'-_ _ co O z I I6' I ro ` c") N 1 LOT "N" I I I 31;50' 1 i LOT "0" 32,377 S.F. COMMON SPACE II W I 61 I 6 -- 1 z , o� N ' � �L j\ L - - - - - Vn8'2TE_T39:84r - - - -53.00' _53.00'_ N89038'20"E 534.91' LANCELEAF COURT _ _N89038'20"E 566.81'- - 457.07' (PRIVATE STREET) LOT "H" 35,073 S.F. N89038'20"E 426.07' _50.00'_----_50.00'-- --50.00'.- L'* 5,137 SF 50.00' z o 66 5,137 SF O N z 0 i 65 4i � 5,�37SF O N Cn 50.00' 50.00' N89038'20"E 224.00' SEE SHEET 7 70 z z z z N 55 N 5 N .2 56 CN 7 5,942 SF 5,944 SF 5,952 SF j N 58 �i Ic Ell9,64DSF 6 i _53.00'_ - - I- - 53.00' -- - - - 53.00' - - - - 40.98' - C5 -50.00'- - - _50.00'_ zo 6 1 64 � 5,137 SF O N 'V 50.00' z O i 63 0 5,177 SF N V 24.00' 71 26.co 18' 30.20' 56.38'213.51 N8304211011W T' 53.3 j, 10695324 w 72 73 CURVE DATA NO. DELTA RADIUS LENGTH Cl 12°15'33" 378.00' 80.88' C2 N 353.50' 75.64' C3 12015'33" 322.00' o C4 25°27'05" 105.00' 46.64' C5 15008'52" 46.00' --- 109.74'o �' p 1 1 <Jt \J 1 c:;, i Ja o 0 0 'N89°22'33"W 32.42' 21.97'-L 28.37' 1 �\ 4=15-28,50.J - N64°5 , L - - �\, 4g6J3SGY \ 3 p 644, o�1 �o`O '� N D�`1'� �' 4 td� co \ r �� z o/ Nm 3\ L=39.24 _ O 62 I CD X61 4=4805212" P � CJS 5,451 SF �o 5,596 SF N \� °° � 60 Z o ` 59 T 0 0 5,260 SF 7,926 SF U, 1 O 26.co 18' 30.20' 56.38'213.51 N8304211011W T' 53.3 j, 10695324 w 72 73 CURVE DATA NO. DELTA RADIUS LENGTH Cl 12°15'33" 378.00' 80.88' C2 12°15'33" 353.50' 75.64' C3 12015'33" 322.00' 68.90' C4 25°27'05" 105.00' 46.64' C5 15008'52" 46.00' 12.16' 42.12' I 57.57' N89022'1 9"W 99.69' 74 SHEET 6 OF 7 SHEETS io � In I I I I'I I I I I I I 10' 2 II 5' I I III L': co I I I I N I Ili o I I w &J J Lu CV I OC r N r I-N��w z I p C) 00 Jrn F__ IN ¢CD N m "' I coT I,I W I I N I o I I z I I I I I I II ISI I I Tib N CT Lf) Cr !n W W W ti N N r` MIM M p O Z Z z II 1 I'I III ISI I I I I I'I I I i I� 40' 0 40' 80' 120' SCALE: 1"=40' NOTE: SEE SHEET 2 FOR SURVEYOR'S NOTES, MONUMENT DESCRIPTIONS, BASIS OF BEARINGS, EASEMENT NOTES, SEE SHEET 2 FOR BOUNDARY CONTROL MAP, SEE SHEET 3 FOR INDEX MAP. a� co N 0 O O W N N M M O z CURVE DATA N0. DELTA RADIUS LENGTH Cl 0°14'38" 378.00' 1.61' C2 11 024'04" 322.00' 64.07' C3 11 024'04" 346.50' 68.95' C4 11 009'26" 378.00' 73.61' C5 26011'37" 46.00' 21.03' 47 N89038'20"E 101.01' LOT "N" 40,161 S.F. COMMON SPACE N89041'58"E 140.21' LOT "P" N 3,356 S.F. COMMON SPACE v v N89041'58"E 120.08' 165.74' CURVE DATA C6 45041'50" 46.00' 36.69' C8 38°04'04" 46.00' 30.56' C9 12015'33" 378.00' 80.88' C10 12°15'33" 353.50' 75.64' IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO, 37732 BEING A SUBDIVISION OF LOTS 18,32 AND THE EAST ONE-HALF OF THE EAST ONE-HALF OF LOT 31 OF WOODCREST ACRES, IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 11, PAGE 62 OF MAPS. LOCATED IN SECTION 29, T.3S., R.4W., S.B.M. KWC ENGINEERS AUGUST 2021 CORONA, CA ' c I I r 11 I J _ 75 II 10,114 S v� n N c' c") - o � I 3 I N89022'1 9"W 130.76' LOT "0" � I I I j 1 o -P 1 6' 1 ON 1 1 J N L-------139.84' ----- o ° w_ 1 -P N_ N O o IOP Q O co " I N_ 1 N N_ � SEE SHEET 6 67 66 65 64 63 62 N89°38'20"E 224.00' N83°42'10"W 6 54.50' 54.50' 54.50' 54.50' 48 83 56.38' N6 x-6.00' �I 8 X324"bV 50. r�, 13 ` 7.55' 3246, o o o o z 68 xz 69 � 70 71 4. 72 1 z 0 o O o o 47 7 3 N 5,992 SF o 5,992 SF o 5,993 SF o 5,993 SF o 5,855 SFc12 o p 5,308 SF -4 co to to tow 6 CO - 54.50'- - - 54.50' - - N89038'20"E 422.40' PAINTBRUSH COURT (PRIVATE STREET) _ _ _ N89038'20"E 448.21' _ 1 cin -338.47' LOT "I" 1 N 1 I_ - ` C1-1 16.94' - 85.20'- 1 I G T I s I T_ I W - I 1 ------------ 81 I � Q,175DSF I I I - 28,432 S.F. N89038'20"E 301.43' 6 GO 54.50'------54.50'--- --54.50'- - 10.06'- C) I 0.06'oY 'n Y MY Y Y 109.74' 0 O Lq 1 1 / -.-_83.00'_---- ----83.00'_---- _33.29'_ 6 d=25° / R=,05°05„ L=46.64 -;-- _T =46.64% i CD � C Z CD O 80 cn 79 78 z 00 00 0o car, 12,868 SF12,87DSF 12,681 S 02 CD CD 1 O CO �I N O CD 4 origino�.P ava3-oiNi1floq SHEET 7 OF 7 SHEETS 40' 0 40' 80' 120' SCALE: 1"=40' 60 I 59 N89022'1 9"W 99.69' 74 11,209 SF N89022'1 9'W 76.48' o I O ly 11 77� I 10,141 S O O CD 1 0OC c n co OCT Oo o co_ vV, C9 02 cm c cn p 5 6 I 1 �I I I 75.82' 83.00' 83.00' 83.00' 83.00' 1 I� II N89041'58"E 543.84' 10.00 �. 24_50'_ __31_50' _ �'sr�,° LOT Q N0014'31"W N 23,888 S.F. 6.00' COMMON SPACE -N89°41'58"E-90.00' ---'1 - ��---------------------N89°41'58"E 549.78'----- ------- ____ -121.46=- --------- ---------------- - N89°45102"E 490.66'- to 90.66' to N87003'42"E i in I LOT "B" N i 34,685 S.F. 2 45.00' 45.00' A660.71' N89041'58"E 826.45' C/L MARIPOSA AVENUE 136.02' co N N89045'02"E 21.00' I �I ISI I 1 I I I'I I I ISI I I I I }I I I I'I ui I ti ISI I I I ISI Lu ry Lu O "I'I W � I U N W oz M Ni IorO M O o J N o z O I Q z I m �i U I ui �r__ Lo N I 0 I z 12' 44.00' I'I 10' 2 5' U I N I i ( o I I r I I, N I t cc" il z / � nJ� •Q� c�0 o co I tico M 2 i z I ! 21.92' 44.01' FD. GEAR SPIKE & WASHER, TAGGED L.S. 7083, FLUSH, PER C.R. 07-603 co CD N cm M O M W F_ N F_ M O z NOTE: I' SEE SHEET 2 FOR SURVEYOR'S NOTES, MONUMENT DESCRIPTIONS, BASIS OF BEARINGS, EASEMENT NOTES, SEE SHEET 2 FOR BOUNDARY CONTROL MAP, SEE SHEET 3 FOR INDEX MAP. J _ 75 _ cD O O O Co L6 Co 10,114 S v� n N46°48'01 "W (R) 11.27' N89022'1 9"W 130.76' o I O ly 11 77� I 10,141 S O O CD 1 0OC c n co OCT Oo o co_ vV, C9 02 cm c cn p 5 6 I 1 �I I I 75.82' 83.00' 83.00' 83.00' 83.00' 1 I� II N89041'58"E 543.84' 10.00 �. 24_50'_ __31_50' _ �'sr�,° LOT Q N0014'31"W N 23,888 S.F. 6.00' COMMON SPACE -N89°41'58"E-90.00' ---'1 - ��---------------------N89°41'58"E 549.78'----- ------- ____ -121.46=- --------- ---------------- - N89°45102"E 490.66'- to 90.66' to N87003'42"E i in I LOT "B" N i 34,685 S.F. 2 45.00' 45.00' A660.71' N89041'58"E 826.45' C/L MARIPOSA AVENUE 136.02' co N N89045'02"E 21.00' I �I ISI I 1 I I I'I I I ISI I I I I }I I I I'I ui I ti ISI I I I ISI Lu ry Lu O "I'I W � I U N W oz M Ni IorO M O o J N o z O I Q z I m �i U I ui �r__ Lo N I 0 I z 12' 44.00' I'I 10' 2 5' U I N I i ( o I I r I I, N I t cc" il z / � nJ� •Q� c�0 o co I tico M 2 i z I ! 21.92' 44.01' FD. GEAR SPIKE & WASHER, TAGGED L.S. 7083, FLUSH, PER C.R. 07-603 co CD N cm M O M W F_ N F_ M O z NOTE: I' SEE SHEET 2 FOR SURVEYOR'S NOTES, MONUMENT DESCRIPTIONS, BASIS OF BEARINGS, EASEMENT NOTES, SEE SHEET 2 FOR BOUNDARY CONTROL MAP, SEE SHEET 3 FOR INDEX MAP.