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19823
NUMBER OF PARCELS = 3 SHEET 1 OF 5 SHEETS GROSS AREA = 14. 15 ACRES NET AREA = 13.96 ACRES DA' f 74'0 AEL= MA f NC:)w lgoS23 IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA. ' BEING A SUBDIVISION OF PARCEL "C** OF CERTIFICATE OF COMPLIANCE NO. LLA 2016-00010 FOR LOT LINE ADJUSTMENT, RECORDED � DECEMBER 21, 2016 AS DOCUMENT NO. 2016-0558767, OF OFFIC14L RECORDS, TOGETHER WITH PORT/ON OF TRADEMARK PARKWAY SOUTH, DED104TED PER PARCEL MAP NO. 9498, AS PER MAP FILED /N BOOK 102, PAGES 2 AND 3 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF S41D COUNTY. BRIAN L. TH/ENES P.L.S. 5750 TH/ENES ENGINEERING. INC. DECEMBER 2017 OWNER'S CERTIFICATE.• SURVEYOR'S STATEMENT.• WE HEREBY STATE THAT WE ARE ALL AND THE ONL Y OWNERS OF OR ARE INTERESTED THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECT/ON AND /S BASED UPON A FIELD IN THE LANDS INCLUDED WITHIN THE SUBDIVISION SHOWN ON THIS MAP WITHIN THE SURVEY /N CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND DISTINCTIVE BORDER LINES, AND WE CONSENT TO THE PREPARATION AND FILING OF SAID LOCAL ORDINANCES AT THE REQUEST OF CP LOGISTICS UTICA, LLC, IN DECEMBER 2017 MAP AND SUBDIVISION. / HEREBY STATE THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS WE HEREBY DEDICATE TO THE CITY OF RANCHO OF CUCAMONGA, THE FOLLOWING EASEMENTS INDICATED; AND THAT Sv4/D MONUMENTS ARE SUFFICIENT TO ENABLE THE SURVEY TO BE AS SHOWN ON THIS PARCEL MAP. RETRACED. / HEREBY STATE THAT THIS PARCEL MAP SUBSTANTIALLY CONFORMS TO THE APPROVED OR COND/T/ONALL Y APPROVED TENTATIVE MAP. O1 VARIABLE WIDTH EASEMENTS FOR SIDEWALK PURPOSES ALONG FOURTH STREET OVER PARCEL . LA 1 /N FA VOR OF THE CITY OF RANCHO CUCAMONGA. 1 �� A V o 2� VARIABLE WIDTH EASEMENT FOR STREET AND HIGHWAY PURPOSES ALONG FOURTH STREET o OVER PARCEL 1 /N FAVOR OF THE CITY OF RANCHO CUCAMONGA. ` * N0. 5750 03 VAR/ABLE WIDTH EASEMENT FOR STREET AND HIGHWAY PURPOSES ALONG UTICA AVENUE BR N L. THIENES DA TEQ- OVER PARCELS 1 AND 2 IN FA VOR OF THE CITY OF RANCHO CUCAMONGA. P.L.S. NO. 5750 ® . . � A�\F�VAR/ABLE WIDTH EASEMENT FOR SIDEWALK PURPOSES ALONG BENTLEY STREET AND REG EXP 12/31/23 OF C TRADEMARK PARKWAY NORTH OVER PARCELS 2 AND 3 /N FAVOR OF THE CITY OF RANCHO CUCAMONGA. WE HEREBY RESERVE UNTO OURSELVES, SUCCESSORS, AND ASSIGNEES, THE FOLLOWING CITY ENGINEER STA TEMENT.• EASEMENTS AS SHOWN THIS PARCEL MAP. l HEREBY STATE THAT / HAVE EXAMINED THIS MAP; THAT THE SUBDIVISION SHOWN THEREON �5 A VAR/ABLE WIDTH INGRESS AND EGRESS EASEMENT OVER PARCEL 1 /N FAVOR OF PARCEL IS SUBSTANTIALLY THE SAME AS /T APPEARED ON THE TENTATIVE MAP AND ANY APPROVED 2, RESERVED HEREON, AND IN EASEMENT AGREEMENT RECORDED CONCURRENTLY HEREWITH. ALTERATIONS THEREOF AND THAT ALL THE PROVISIONS OF THE SUBD/VISION MAP ACT AND THE CITY OF RANCHO CUCAMONGA MUNICIPAL CODE HAVE BEEN COMPLIED WITH © A RECIPROCAL INGRESS AND EGRESS EASEMENT OVER PARCELS 1 AND 2 /N FAVOR OF PARCELS 1 AND 2, RESERVED HEREON, AND /N EASEMENT AGREEMENT RECORDED CONCURRENTLY HEREWITH. Q�ESSIQ�yq `7zo22. �7 A RECIPROCAL INGRESS AND EGRESS EASEMENT OVER PARCELS 2 AND 3 /N FAVOR OF JASON C. LD o SoN C PARCELS 2 AND 3, RESERVED HEREON, AND IN EASEMENT AGREEMENT RECORDED DIRECTOR OF NGINEER/NG SERVICES/ DATE y� CONCURRENTLY HEREWITH. CITY ENGINEER OF THE CITY OF RANCHO CUCAMONGA cc - REGISTRATION EXPIRES 6/30/23 * Exp: 630- 30-23 ® A 10' WIDE STORM DRAIN EASEMENT OVER PARCEL 1 /N FAVOR OF PARCEL 2, RESERVED Q, HEREON, AND /N CC&Rs RECORDED CONCURRENTLY HEREWITH. 9TF C 1 V 1L OF Cp,�\ O9 A 10' WIDE STORM DRAIN EASEMENT OVER PARCEL 2 /N FAVOR OF PARCEL 3, RESERVED HEREON, AND /N CC&Rs RECORDED CONCURRENTLY HEREWITH. CP LOGISTICS UTICA, LLC, A DELAWARE LIMITED LIABILITY COMPANY CITY SURVEYOR STATEMENT: BY- PR/NC/PAL REAL ESTATE INVESTORS, LLC, A DELAWARE LIMITED LIABILITY COMPANY, / HEREBY STATE THAT / HAVE EXAMINED THIS MAP AND THAT LANp ITS INVESTMENT ADVISOR, AS AUTHORIZED AGENT / A"TISFI D THAT THIS MAP /S TECHNICALLY CORRECT. -COlaz BY. THOMAS P. MCDERMOTT, PLS 8555 DA TE * y NAME: WILL14M G. WILL14MS Ill CITY SURVEYOR OF THE J'x NO. 8555 CITY OF RANCHO CUCAMONGA �. A��FO TITLE: INVESTMENT DIRECTOR - ASSET MANAGEMENT REG/STRA TION EXPIRES 12/31122 OF C SEE SHEET 2 FOR NOTARY ACKNOWLEDGMENT AUDITOR'S CERTIFICATE: / HEREBY CERTIFY THA T ACCORD/NG TO THE RECORDS OF THIS OFFICE, AS OF THIS DA TE, THERE ARE NO LIENS AGAINST THE REAL PROPERTY SHOWN UPON TH#$ MAP FOR UNPAID STATE, COUNTY, MUNICIPAL OR LOCAL TAXES OR SPECIAL ASSESSMENTS COLLECTED A84NDONMENT NOTE: AS TAXES, EXCEPT TAXES OR SPEC/AL ASSESSMENTS NOT YET DUE AND PAYABLE. PURSUANT TO SECT/ON 66445 (J) OF THE SUBDIVISION MAP ACT, THE FILING OF THIS MAP SHALL CONSTITUTE THE ABANDONMENT OF THE FOL L OWING: ESTIMATED TO BE: $ ENSEN MASON, A UD/TOR-CONTROL L ER/ TREASURER/TAX COLLECTOR 1. A PORTION OF TRADEMARK PARKWAY SOUTH AS DEDICATED TO THE CITY OF RANCHO C'96 OF SAN BERNARDINO Co u N Ty CUCAMONG4 PER PARCEL MAP NO. 9498, P.M.B. 102/2-3, NOT SHOWN HEREON. DA TED: I 4 �0�� BY.• AJJA#t4k- 2. ALL RIGHTS OF VEHICULAR INGRESS TO AND EGRESS FROM FOURTH STREET AS DEPUTY DEDICA TED TO THE CITY OF RANCHO CUCAMONGA PER PARCEL MAP NO. 9498, P.M.B. 102/2-3, NOT SHOWN HEREON. 3. THE RIGHT OF ENTRY FOR THE MAINTENANCE AND REPAIR OF INLET AND OUTLET , STRUCTURES OF CONCRETE CULVERTS APPURTENANT TO FOURTH STREET, AS PER BOARD OF SUPERVISORS CERTIF/CA TE.' DOCUMENT RECORDED OCTOBER 14, 1970 /N BOOK 7535, PAGE 698 OF OFFICIAL / '°"RECORDS, NOT SHOWN HEREON; CITY OF RANCHO CUCAMONGA /S THE SUCCESSOR HEREBY CERTIFY THAT A BOND /N THE SUM OF $ HA BEEN + IN INTEREST OF SAID EASEMENT. EXECUTED AND FILED WITH THE BOARD OF SUPERVISORS OF SAN BERNARDINO, STATE OF CALIFORNIA CONDITIONED UPON THE PAYMENT OF ALL TAXES, STATE, COUNTY, 4. AN EASEMENT FOR DRAINAGE FACILITIES AS PER EASEMENT RECORDED MARCH 10, MUNICIPAL, OR LOCH AND ALL SPECIAL ASSESSMENTS C ELECTED AS TAXES WHICH, AT THE TIME OF THE FIL G OF THESAffi if E-& MAP WITH THE ARE A LIEN 1986 AS DOCUMENT NO. 86-061599 OF OFFICIAL RECORDS, NOT SHOWN HEREON. AGAINST SAID PROPERTY, BUT NOT YET PAYABLE AND THAT THE SUBDIVIDER HAS FILED WITH ME A CERTIFICATE BY THE PROPER OFFICER GI vING H/SOor EST/MATE OF THE AMOUNT OF SAID TAXES AND ASSESSMENTS, SA/D BOND /S HEREBY ACCEPTED. Ic Q44 L YNNA MONELL RANCHO CUCAMONGA PLANNING COMM/SS/ON CERTIFICATE- k S&$%SM- t«tomb st..- CLERK OF THE BOARD OF SUPERVISORS tout rty '' vE Ow'. SAN BERNARDINO COu W-t Y l HEREBY CERTIFY THAT THE SUBDIVISION SHOWN ON THIS MAP /S IN SUBSTANTIAL CONFORMANCE WITH THE TENTATIVE MAP APPROVED BY ADOPTION OF PLANNING DATED: 12401 04L BY. COMMISSION RESOLUTION NUMBER _1-3=q L_ AT A MEETING OF THE PLANNING COMMISSION OF THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, D PUTY STA T RN/A, HELD ON THE 13th DA Y OF DECEMBER 2017. MATTHEW URR/S D TE DEPUTY Cl MANAGER San Bernardino County Recorder's Certificate This ma has been filed under Document Numb r - this day of �� 1 CERTIFICATE OF SOILS REPORT: Numb 'Z- , at ( M. in book A SOILS REPORT FOR PARCEL MAP NO. 19823, DATED / Z$ ZO16 WAS PREPARED 0 of 111UL MIW at page 0-43—, BY ME OR UNDER MY DIRECT/ON AND WAS FILED WITH THE CITY OF RANCHO CUCAMONGA request of Chk&6Q ' ON do 1 . ESS in the amount of 0 QRpF /0 Q NO W . 2655 �ZZ rn� Assessor_Recorder ROBERT G. TRAZO DA TE G.E. NO. 2655 `�y cFol �,�P 4"CO ` REG. EXP. 12/31/22 �F of CAQ F�� SEE SHEET 2 FOR SIGNATURE OM/SS/DNS Deputy R order NUMBER OF PARCELS = 3 SHEET 2 OF 5 SHEETS GROSS AREA = 14. 15 ACRES NET AREA = 13.96 ACRES f=ARoC;4AffL. MAf:P N(::�ff 194923 IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, . STATE OF CALIFORNIA. BEING A SUBDIVISION OF PARCEL "C" OF CERTIFICATE OF COMPLIANCE NO. LLA 2016-00010 FOR LOT LINE ADJUSTMENT, RECORDED DECEMBER 21, 2016 AS DOCUMENT NO. 2016-0558767, OF OFFICIAL RECORDS, TOGETHER WITH A PORTION OF TRADEMARK PARKWAY SOUTH, DEDICATED PER PARCEL MAP NO. 9498, AS PER MAP FILED IN BOOK 102, PAGES 2 AND 3 OF PARCEL MAPS, 1N THE OFFICE OF THE COUNTY RECORDER OF ,SAID COUNTY. BR/AN L. THIENES P.L.S. 5750 THIENES ENGINEERING, INC. DECEMBER 2017 EXISTING EASEMENT: SURVEYOR'S NOTES: �1 AN EASEMENT FOR STORM DRAIN PURPOSES /N FAVOR OF CITY OF RANCHO CUCAMONGA, AS ( ) INDICATES RECORD DATA DEDICATED PER PARCEL MAP NO. 9498, P.M.B. 102/2-3. • INDICATES FOUND MONUMENT AS NOTED. ". O2 AN EASEMENT FOR RECIPROCAL ACCESS PURPOSES 1N FAVOR OF THARALDSON MOTELS ll, INC. O INDICATES SET 1"x 18" IRON PIPE, TAGGED, "LS 5750 RECORDED JUNE 15, 2018 AS INSTRUMENT NO. 2018-0218096 OF OFFICIAL RECORDS. NO IN THE EVENT THE ABOVE MONUMENTS ON EITHER THE BOUNDARY CORNERS OR THE PARCEL CORNERS CANNOT BE SET AS STATED ABOVE, 0 AN EASEMENT FOR UTILITY PURPOSES IN FAVOR OF SOUTHERN CALIFORN14 ED/SON COMPANY DUE TO UNFORESEEN CIRCUMSTANCES, THEN THE FOLLOWING WILL BE SET RECORDED NOVEMBER 05, 2018 AS INSTRUMENT NO. 2018-0402106 OF OFFICIAL RECORDS AT THE LOCATION SPECIFIED IN LIEU THEREOF.• 1. A LEAD & TACK TAGGED "L.S. 5750" WILL BE SET IN CONCRETE ON TOP OF CURB ALONG PROLONGATION OF PARCEL LINES FOR FRONT RANCHO CUCAMONGA CITY COUNCIL CERTIFICATE.' PARCEL CORNERS. l HEREBY CERTIFY THAT THE CITY COUNCIL OF THE CITY OF RANCHO CUCAMONGA, BY A CC&Rs PER INSTRUMENT NO.gV 2 -0�11gjo , RECORDED r v"O.R. MOTION DULY SECONDED AND PASSED, APPROVED THE ATTACHED MAP AND ACCEPTED THE DEDICATIONS OFFERED SUBJECT TO THEIR IMPROVEMENTS, THE FOLLOWING: EASEMENT AGREEMENTS PER INSTRUMENT N0 -O;ft I YqA N D ?h-2 2,-Q3 R�CO�DEA � p.R, 01 VARIABLE WIDTH EASEMENTS FOR SIDEWALK PURPOSES ALONG FOURTH STREET OVER PARCEL 1 /N FA VOR OF THE CITY OF RANCHO CUCAMONGA. 2� VARIABLE WIDTH EASEMENT FOR STREET AND HIGHWAY PURPOSES ALONG FOURTH STREET OVER PARCEL 1 IN FAVOR OF THE CITY OF RANCHO CUCAMONGA. O3 VARIABLE WIDTH EASEMENT FOR STREET AND HIGHWAY PURPOSES ALONG UTICA AVENUE LINE LEGEND: OVER PARCELS 1 AND 2 IN FAVOR OF THE CITY OF RANCHO CUCAMONGA. ® VARIABLE WIDTH EASEMENT FOR SIDEWALK PURPOSES ALONG BENTLEY STREET AND SUBDIVISION BOUNDARY LINE TRADEMARK PARKWAY NORTH OVER PARCELS 2 AND 3 /N FAVOR OF THE CITY OF RANCHO PARCEL BOUNDARY LINE CUCAMONGA. RIGHT OF WAY LINE STREET CENTERLINE AND DID ABANDON THE FOLLOWING: 1. A PORT/ON OF TRADEMARK PARKWAY SOUTH AS DEDICATED TO THE CITY OF RANCHO OWNER NOTARY ACKNOWLEDGMENT: CUCAMONGA PER PARCEL MAP NO. 9498, P.M.B. 102/2-3. 2. ALL RIGHTS OF VEHICULAR INGRESS TO AND EGRESS FROM FOURTH STREET AS STATE OF WASHINGTON) DEDICATED TO THE CITY OF RANCHO CUCAMONGA PER PARCEL MAP NO. 9498, COUNTY OF KING ss ) P.M.B. 102/2-3, NOT SHOWN HEREON. I RT/FY THAT / KNOW OR HAVE SATISFACTORY EVIDENCE THAT ON THIS DAY OF 3. THE RIGHT OF ENTRY FOR THE MAINTENANCE AND REPAIR OF INLET AND OUTLET 2022, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC /N AND FOR THE STATE STRUCTURES OF CONCRETE CULVERTS APPURTENANT TO FOURTH STREET, AS PER OF WA /NGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED WILLIAM G. WILLIAMS DOCUMENT RECORDED OCTOBER 14, 1970 IN BOOK 7535, PAGE 698 OF OFFICIAL ///, KNOWN TO ME TO BE THE INVESTMENT DIRECTOR—ASSET MANAGEMENT OF PR/NC/PAL REAL RECORDS, NOT SHOWN HEREON, CITY OF RANCHO CUCAMONGA /S THE SUCCESSOR ESTATE INVESTORS, LLC, A DELAWARE LIMITED LIABILITY COMPANY, WHICH LIMITED LIABILITY COMPANY /S THE INVESTMENT ADVISOR AS AUTHOR/ZED AGENT FOR CP LOGISTICS UTICA, LLC, A IN INTEREST OF SAID EASEMENT. DELA WARE LIMITED LIABILITY COMPANY, THE LIMITED LIABILITY COMPANY THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT HE WAS AUTHOR/ZED TO SIGN 4. AN EASEMENT FOR DRAINAGE FACILITIES AS PER DOCUMENT RECORDED MARCH 10, THE SAME ON BEHALF OF SUCH LIMITED LIABILITY COMPANY AS THE FREE AND VOLUNTARY ACT 1986 AS DOCUMENT NO. 86-061599 OF OFFICIAL RECORDS, NOT SHOWN HEREON. AND DEED OF SAID LIMITED LIABILITY COMPANY FOR THE PURPOSES THEREIN MENTIONED. WITNESS MY HAND Z Z /�'� � ^• Q S/GNA TUR ..// NAME PRINTED 1 /C C. REYN LDS 0 DA T CITY CLERK OF THE CITY OF RANCHO CUCAMONGA G � a MY COMM/SS/ON NUMBER MY OMMI .SfION EXPIRES SIGNATURE OMISSIONS: MY PRINCIPAL PLACE OF BUSINESS /S /N COUNTY if THE SIGNATURE(S) OF THE PARTIES NAMES HEREINAFTER AS OWNER OF THE INTEREST SET FORTH HAVE BEEN OMITTED UNDER PROVISIONS OF SECTION 66436 (o)(3)(A)(1-VIl1) OF THE SUBDIVISION MAP ACT, THEIR INTEREST /S SUCH THAT /T CANNOT RIPEN INTO A FEE TITLE, AND SAID SIGNATURE(S) ARE NOT REQUIRED BY THE LOCAL AGENCY. THARALDSON MOTELS ll, INC., A NEVADA CORPORATION, HOLDER OF AN EASEMENT FOR RECIPROCAL ACCESS PURPOSES, RECORDED JUNE 15, 2018 AS INSTRUMENT NO. 2018-0218096 OF OFFICIAL RECORDS. SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORA TION, ITS SUCCESSORS AND ASSIGNS, DA TUM STA TEMENT: HOLDER OF AN EASEMENT FOR UTILITIES PURPOSES, RECORDED NOVEMBER 05, 2018 AS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE INSTRUMENT NO. 2018-0402106 OF OFFICIAL RECORDS. SYSTEM (CCS83), ZONE 5, NORTH AMERICAN DATUM 1983 (NAD83) BASED LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (COBS) "L ORS" AND "EWPP" AS SHOWN HEREON (BASIS OF BEARINGS: S 81'29'26" E). ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS. COORDINATES SHOWN ARE BASED ON NAD83, CCS83, ZONE 5, 2010.0 EPOCH, AS FURNISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) AND PUBLISHED WITH THE NATIONAL GEODETIC SURVEY (NGS). ALL DISTANCES SHOWN ARE GROUND DISTANCES, UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES, MULTIPLY GROUND DISTANCES BY A COMBINATION FACTOR 0.9999466632 DERIVED LOCALLY AT . Z THE MAPPING ANGLE AT IS 0'14'31". w a M w w w Z Z CSRC COBS STATION "LORS" Q NORTH LATITUDE = 34'07'59.964925629" WEST LONGITUDE = 11745'14.604420000" u CALIFORNIASTATE PLANE COORDINATE SYSTEM (SPCS), = FOURTH STREEI ZONE 5, NORTH AMER/CAN DATUM 1983, (2010.0 EPOCH) NORTHING = 1,870,992.226 U.S. SURVEY FEET CSRC CORS STATION 'EWPP" CONCOURSE LASTING = 6,636,093.592 U.S. SURVEY FEET NORTH LATITUDE = 34.06'15.101325631" ELEVATION = 1583.63 U.S SURVEY FEET WEST LONGITUDE = 117'31'32.058570000" EMPIRE STREET COMBINED FACTOR = 0.9999094212 CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS), INLAND Q CONVERGENCE ANGLE = 0'0824.686013420" ZONE 5, NORTH AMER/CAN DATUM 1983, (2010.0 EPOCH) NORTH/NG = 1,860,639.606 U.S. SURVEY FEET SAN BERNARDINOFlAty BLVD LASTING = 6,705,286.971 U.S. SURVEY FEET o ELEVATION = 1194.66 U.S SURVEY FEET w COMBINED FACTOR = 0.9999335276 Z J CONVERGENCE ANGLE = 0'16'13.546933068" w J AIRPORT Q , 8�26" W 69 967.30 N 69.3 2'0,3 VICINITY MAP N.T.S. � N 89 46 42 W vk 0 1292.63' 0 GPS TIES & BASIS OF BEARINGS N.T.S. NUMBER OF PARCELS = 3 SHEET 3 OF 5 SHEETS GROSS AREA = 14. 15 ACRES NET AREA = 13.96 ACRES fDAR4 :��AEE MAP N<:>o lgo62,3 IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA. BEING A SUBDIVISION OF PARCEL **Cl* OF CERTIFICATE OF COMPLIANCE NO. LLA 2016-00010 FOR LOT LINE ADJUSTMENT, RECORDED DECEMBER 21, 2016 AS DOCUMENT NO. 2016-0558767, OF OFFICIAL RECORDS, TOGETHER WITH A PORTION OF TR4DEMARK PARKWAY SOUTH, DEDIC4 TED PER PARCEL MAP NO. 94989 AS PER MAP FILED IN BOOK 102, PAGES 2 AND 3 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF S4ID COUNTY. BRAN L. THIENES P.L.S. 5750 THIENES ENGINEERING, INC. DECEMBER 2017 WINSTON ;,- A VENUE Nr.S / Cl �,q\ PARCEL _ 3 cncou 17 CAR oW 2 0 50 100 200 300 ��O 0 � � co c �4 �19 N 89'29'56" E 608.50' SCALE:1"=100' 602.50 6.00 Q 3 3 / _ R - .Q C:o �v � -_ $ � 7" M NV_ 4 N 89'47'42" W .�'30" �� P '�� \� z 6' z _46 166.97' D 3 PA RCEL Z- '�� 9 1"87 AC. 4 67• BENTLEY � 8 STREET 3 L17 N 89'47'42" W 272.82' N 89'29'56" E 252.61' N 89'47'42" W C9 C8 228.4§91,�. 222.55' 33' 33' J 27' co io PA RCEL 2Z 3 c 6. 14 A C. (GROSS) M 00 o 6.07 AC. (NET) L l A� JV0, PO J JJJ J J , b M Rrr-a 1 2 /2J 120J 5 Z Q 00 JVO, 2C) J J -0JJJ,J,i a R, co 3 1-Al JV O, 20 J 5 JJJ J 0o N 89'29'56" E 608.50' JE�A R cr_l 602.50' b � � Z 656.98 SEE DETAIL "4 3 HEREON 3 g R � 3 g b g b z M z) Lo Lo b z vo N PA RCEL I t 6. 14 AC. (GROSS) 6. 02 A C. (NET) I J El- 6' 0. 33' 33' 66' g 67 L13 C6 N 89'46'42" W L10 N 89'46'42" W 186.23' C2 C3 � 237.66' C4 /� 7 �'`°c Gh g I 218.74' -L8 / L6 �� 286.37' /L11 o `� N 89'46'42" W 584.33' L12 � I 635.66'FOURTH657.03' N 89'4642" W 1292.69' S TREE T 1 LINE TABLE LINE TABLE CURVE TABLE MONUMENT do ESTABLISHMENT NOTES: LINE BEARING LENGTH LINE BEARING LENGTH CURVE # DELTA RADIUS LENGTH L1 N 00'30'18" W 41.03' L11 N 89'46'42" W 5.99' C1 01029'03" 350.00' 9.07' ❑1 -- FOUND SPIKE & WASHER STAMPED "LS 5959", FLUSH, PER CORNER RECORD 299/092; ACCEPTED AS THE CENTERLINE INTERSECTION OF FOURTH STREET AND UT104 STREET. L2 N 45'54'12" W (PRC) L12 N 00'13'18" E (RAD) C2 20'51'52" 91.50' 33.32' FOUND SPIKE & WASHER STAMPED "LS 5959", FLUSH, PER CORNER RECORD 299/093; L3 N 01'06'12" W (RAD) L13 N 15'57'44" E (PRC) C3 20'03'30" 23.00' 8.05' ACCEPTED AS THE CENTERLINE INTERSECTION OF FOURTH STREET AND HAVEN AVENUE. L4 N 88'01'52" E (RAD) L14 N 46.02'51" E 33.46' C4 15'44'26" 80.00' 21.98' FOUND PUNCHED MARK ON SEWER MANHOLE RIM, FLUSH, PER R2, ACCEPTED AS THE L5 N 0735'15" W (RAD) L15 N 38'43'45" W 38.16' C5 90'44'18" 24.00' 38.01' CENTERLINE INTERSECTION OF BENTLEY STREET AND UT/CA AVENUE L6 N 89'46'42" W 43.72' L16 N 88"59'35" E (PRC) C6 89'16'41" 24.00' 37.40' 4� FOUND SPIKE & WASHER WITH ILLEGIBLE TAG, FLUSH, FITS TIES PER CITY OF RANCHO L7 N 89'46'42" W 29.51' L17 N 8907'49" E 17.96' (RAD) C7 88'47'17" 35.00' 54.24' CUCAMONGA TIE SHEET BOOK 18168; ACCEPTED AS THE CENTERLINE INTERSECT/ON OF TRADEMARK PARKWAY NORTH AND HAVEN AVENUE. L8 N 21'05'09" E (RAD) L18 N 6T46'50" E 37.27' C8 W51'46" 309.00' 4.65' 0 BC IN THE CENTERLINE 0 TRADEMARK PARKWAY NORTH, ESTABLISHED BY RECORD L9 N 38'15'05' W (RAD) L19 N 02'51'50" W 37.27' C9 20'20'59" 47.50' 16.87' ANGLE DISTANCE THROUGH 4 PER R 1; FOUND LEAD AND TACK, TAGGED LS 4452, FLUSH, L10 N 58'18'35" W RAD C10 15'44'26" 80.00' 21.98' N 16'19'48" W 0.52' FR M THE ESTABLISHED POINT. (RAD) FOUND 2" IRON PIPE TAGGED "LS 4452", DOWN 0.2; IN LIEU OF I" IRON PIPE TAGGED N_ C41 43'1857" 350.00' 264.60' "LS 4452" PER R1; ACCEPTED AS THE EC IN THE CENTERLINE OF TRADEMARK PARKWAY SEE SHEET 2 OF 5 FOR SURVEYOR'S NOTES, LINE LEGEND, C42 89'08'04" 350.00' 544.49' NORTH. QASIS OF BEARINGS & DA TUM STA TEMENT AND EXISTING C43 90'37'07" 350.00' 553.56' 7 FOUND 1" IRON PIPE TAGGED "LS 4452" FLUSH, PER RI; ACCEPTED AS THE CENTERLINE EASEMENT NOTES A Y NORTH AN WINS TON AVENUE. C44 133'S6'04" 350.00' 818.16' INTERSECTION OF TRADEMARK PARKW D SEE SHEET 4 OF 5 AND SHEET 5 OF 5 FOR EASEMENT 6� 8� S.F.N.; CENTERLINE INTERSECTION OF BENTLEY STREET AND TRADEMARK PARKWAY NORTH; DETAILS. C45 91'S1'25" 309.00' 495.39' p ESTABLISHED BY RECORD DISTANCE OF 544.49' ALONG A 350.00' RAD/US CURVE THROUGH U4P do OTHER REFERENCES: C46 44'48'00" 350.00' 273.67' © AND F71 PER R 1. �j R 1 PARCEL MAP NO. 9498 P.M.B. 10212--3 WESTERLY LINE OF PARCEL 3 OF R3; ESTABLISHED BY BEING PARALLEL WITH AND DISTANT R2 PARCEL MAP NO. 17423 P.M.B. 22216 9-71 EASTERL Y 656.98 FROM THE CENTERLINE OF HA VEN A VENUE PER R3. R3 CERTIFICA TE OF COMPLIANCE FOR LLA 2016-00010 REC. 1212 V 16 AS DOC. 1 2016-0558767, O.R. NUMBER OF PARCELS = 3 SHEET 4 OF 5 SHEETS GROSS AREA = 14. 15 ACRES NET AREA = 13.96 ACRESPARCorm AEAL MAP N(Dw lgoS2,3 IN THE CITY OF RANCHO CUCAMONGA COUNTY OF SAN BERNARDINO STATE OF CALIFORNIA. BR/AN L. THIENES P.L.S. 5750 THIENES ENGINEERING, INC. DECEMBER 2017 PROPOSED EASEMENTS: 0 VARIABLE WIDTH EASEMENTS FOR SIDEWALK PURPOSES ALONG FOURTH STREET OVER PARCEL 1 IN FAVOR OF THE CITY OF RANCHO CUCAMONGA, DEDICATED HEREON. VARIABLE WIDTH EASEMENT FOR STREET AND HIGHWAY PURPOSES ALONG FOURTH STREET OVER PARCEL 1 IN FAVOR OF THE CITY OF RANCHO CUCAMONGA, DEDICATED HEREON. O VARIABLE WIDTH EASEMENT FOR STREET AND HIGHWAY PURPOSES ALONG UTIC4 AVENUE OVER PARCELS 1 AND 2 /N FAVOR OF THE CITY OF RANCHO CU04MONG4, DED/C4 TED HEREON. ® 2' AND 5' WIDE EASEMENT FOR SIDEWALK PURPOSES ALONG BENTLEY STREET AND TRADEMARK PARKWAY NORTH OVER PARCELS 2 AND 3 /N FAVOR OF THE CITY OF RANCHO CUCAMONGA DEDICATED HEREON. 0 15 30 60 90 I �� O A VAR/ABLE WIDTH INGRESS AND EGRESS EASEMENT OVER PARCEL 1 /N FAVOR OF i i � i OF PARCEL 2, RESERVED HEREON, AND IN EASEMENT AGREEMENT RECORDED i -1-- 14 CONCURRENTLY HEREWITH. co SCALE:1"=60' i L"i LUT A RECIPROCAL INGRESS AND EGRESS EASEMENT OVER PARCELS 1 AND 2 /N FAVOR OF PARCELS 1 AND 2, RESERVED HEREON, AND IN EASEMENT AGREEMENT RECORDED 1 CONCURRENTL Y HEREWITH. I ) \ O A RECIPROCAL INGRESS AND EGRESS EASEMENT OVER PARCELS 2 AND 3 /N FAVOR ------- OF PARCELS 2 AND 3, RESERVED HEREON, AND /N EASEMENT AGREEMENT RECORDED SJT 5 c>>r CONCURRENTLY HEREWITH. CURVE TABLE CURVE TABLE c�� 8 A 10' WIDE STORM DRAIN EASEMENT OVER PARCEL 1 IN FAVOR OF \ PARCEL 2, RESERVED HEREON, AND IN CC&Rs RECORDED CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH CONCURRENTLY HEREWITH. ' 1" 46.00' 35.45' � ' C 11 19 00 35 14.00 4.64 C27 44 09 3 9� A 1 D WIDE STORM DRAIN EASEMENT OVER PARCEL 2 IN FAVOR OF C12 08'24'53" 23.00' 3.38' C35 60'00'56" 22.50' 23.57' RCEL PARCEL 3, RESERVED HEREON, AND IN CC&Rs RECORDED PA 3 CONCURRENTLY HEREWITH. C13 91'53'44' 304.00' 487.58' C36 90'00'00" 22.50' 35.34' \ C14 91'51'25" 309.00' 495.39' C37 45.00'00" 22.50' 17.67' C16 88'47'17" 35.00' 54.24' C38 2730'00" 22.50' 8.84' 4 5 O C17 90'00'00" 22.50' 35.34' C39 5715'03" 22.50' 20.52' \ C18 55855'29" 37.00' 36.11' C56 90'00'00" 22.50' 35.34' C19 16*01'11" 30.00' 8.39' C21 25,57'12" 20.00' 9.06' (�_-------------- C22 26'00'49" 20.00' 9.08' EMEN TL L=Y STREET OR L61 L59 ` L62 r, � - N -o - - L55 ' L32 CS6 0, C�B - L33 } !� Sff XTAA T ------------------- jr II SJ1T 5 .3 II III II LINE TABLE LINE TABLE LINE BEARING LENGTH LINE BEARING LENGTH II i L20 N 89'46'42" W 53.13' L55 N 89'29'56" E 178.00' 10' III 6' L21 N 89'46'42" W 58.19' L59 N 89'29'56" E 44.62' � 3 L22 N 50-10'49" E (RAD) L60 N 44'39'36' W (RAD) 11 II L23 N 31'10'15" E (RAD) L61 N 89'29'56" E 164.03' L24 N 58'18'35" W (RAD) L62 N 89'29'56" E 204.95' III L25 N 66'43'28" W (RAD) L70 N 88'59'35" E (RAD) I I v PA RCEL 2 L26 N 00'30'18" W 5.00' L71 N 60'31'00" W 29.12' o I 13 L27 N 0754'10" W (RAD) L72 N 731'00" W 10.12' v L28 N 0751'50" W (RAD) L75 N O'30'04" W 320.86' ( I ( b " " E 115.88' 3 z Q L32 N 89'47 42 W 222.55 L76 N 89 29 56 0o II L33 N 89'47'42" W 224.17' L77 N 44'29'56" E 48.66' b L34 N 3943'45" W 2.57' L78 N 89029'56" E 142.69' Z L35 N 89'29'56" E 31.29' L81 N 68'00'04" W 103.08' fll L36 N 89'29'56" E 31.08' L84 N 89'29'56" E 64.77' 1 1 II L37 N 15.31'07" E 19.87' L104 N 731'00" W 135.69' 11 L38 N 00'30'04" W 310.26' L39 N 372822" E 40.01' C21 L40 N 04'32'21" E 65.25' 1 I L36 ao L47 L52J, v� L41 N 00'30'04" W 294.21' L35 1 N J J L54 L42 N 3728'22" E 64.76' L37 N g C19 _ _ _ _ _ C38 C37 _ _ _ _ - - - - L48 L43 N 00'30'18' W 7.42' c,\ .� - - - - - - - - _ - - - - �\C22 �-" L84 / L76 \ _L53� L47 N 89'2956" E 59.60' o L48 N 89'29'56" E 59.60' 32 - _ - - - - / L49 N 00'31'00" W 22.02' 5 - - - - L78 - L50 N 00'31 00 W 22.02 Sff AW ' .04' I SST 5 J L51 N 00'31 00" W 44 I I I----- --- �r L52 N 26'27'17" W (RAD) � ( J PA RCEL L53 N 25 30 44 E (RAD) ------------------------- L54 N 89'29'56" E 68.36' 32' ( I ill 5 C 12 �5 M 12� C11 8 10 1 L20I �� ,h 1 1 6' i C53 L21 I 13 & it-it/ � �► sir 5 J S�AT& � �--------------------------- SAEFT 5 ----------------- - -�- , ( ; I 3 L43 i '� 3 `� ,----- ;,� --� CNN L72 NOTE ------------------------ -------- `------------------------------ ------------------�+ `�------- --------------- ------- a SEE SHEET 2 OF 5 FOR SURVEYOR'S NOTES, LINE AND EXISTINGI S OF BEARINGS &EASEMENT NOTES. DATUM STATEMENT FOURTH STREET SEE SHEET 5 OF 5 FOR EASEMENT DETAILS. NUMBER OF PARCELS = 3 SHEET 5 OF 5 SHEETS GROSS AREA = 14. 15 ACRES t'(� NET AREA = 13.96 ACRES PAf?(om AffAL MAP N4::>w 194623 AMO A COUNTY OF SAN BERNARDINO �► IN THE CITY OF RANCHO CUC NG , , STATE OF CALIFORNIA. BR/AN L. THIENES P.L.S. 5750 THIENES ENGINEERING, INC. DECEMBER 2017 DETAIL "B" DETAIL V DETAIL "E" N.T S. N T.S. N.T.S. PARCEL 3 L65 __- L95 Gti9 - 1` 5 5' Ni 4 I J Cl I W 3 W 3 c" �� 3co I b J 16.77' L61 7 2 I � Q Z L29 _ _ L70 Z � L56 ��� 69 � L62 � , l L57 �, -y9 LitL45 � �' � L67 C32 °', L98 o �� �" FOUR TH S TREE T cIP" FOUR TH S TREE T o J �, PA RCEL 2 DETAIL "F" DETAIL 'D" N.T.S. N.TS. W ARK RARKWA J EM Y f f TPA 33' ulw C47 6' 27' r / <� /� c.► /Gel 'r L i o u t89 PA RCEL 1 = Lo cy; 3 2 R 00 IS 5' b �\ o Co J 27' L92 � CURVE TABLE PA RCEL 3 CURVE DELTA RADIUS LENGTH L72_J I Q v � U C13 91.53/44N 304.00/ 487.58, v C14 91'51'25" 309.00' 495.39' L101 C15 2729'51" 40.00' 19.20' L11 �s � L100 C16 8947'17" 35.00' 54.24' FimOURTH STREE T C18 5555'29" 37.00' 36.11' C20 39048'55" 20.00' 13.90' C26 28'14'47" 14.00' 6.90' C28 21'59'05" 65.00' 24.94' LINE TABLE C29 55'27'43" 20.00' 19.36' LINE BEARING LENGTH LINE BEARING LENGTH LINE # BEARING LENGTH LINE BEARING LENGTH LINE # BEARING LENGTH C30 75'13'20" 25.00' 32.82' L11 N 89046 42N / � f N 1 M W 5.99 L58 N 21 56 02 E (RAD) L74 N 52'45 07 W (RAD) L97 N 18'21/23N E RAD L111 N O'30/18N W 16.00' C31 20'22'52" 30.00' 10.67' » » L14 N 4T02 51» E 33.46 L61 N 8T29 56» E 164.03 L79 N 50-10 49 E (RAD) L98 N 89 46 42 W 30.29 L112 N 89 46 42 W 32.00, C32 16'22'34" 20.00' 5.72' » L29 N 88'59 35 E (PRC) L62 N 89'29 56 E 204.95 L80 N 68'00 04 W 103.08 L99 N 0'3018 W 73.08 L113 S 73018» E 16.00, C33 2754'07" 35.00' 13.99' L30 N 61'29'44" E (RAD) L63 N 66'25'06" E 42.02' L82 N 01'35'49" W (PRC) L100 N 0'13'18- E (RAD) L114 N 89 46 42" W 59.00' C34 05'42'24" 309.00' 30.78' L31 N 67*46'50" E 10.06' L64 N 5703'32" W (RAD) L83 N 53-00'10- E (RAD) L101 N 5751'30" W (RAD) L115 N O'30'18" W 4.00' C39 52'15'03" 22.50' 20.52' L39 N 3728'22" E 40.01' L65 N 8T 17'11" E (RAD) L88 N 56'07'47" E "(RAD) L102 N 0'31 00 W 150.35 L116 S 3815 05 E (RAD) C47 O737'52" 309.00' 41.15' » » L42 N 3728 22» E 64.76 L66 N 6746 50» E 15.95 L89 N 21 06 55 E 1.81 L103 N 89 29 00 E 5.00 L117 S 15 57 44» W (RAD) C48 41'45'18" 30.00' 21.86' » » L43 N 00'3018» W 7.42 L67 N 88'09 42» E 14.79 L90 N 68'53 05 W (RAD) L104 N 0'31 00 W 135.69 L118 N 0'30 04» W 20.00, C49 71'08'19" 20.00' 24.83' L44 N 49'40'48" E (RAD) L68 N 66'05'28" E (RAD) L91 N O'30'18' W 35.04' L105 S 89'46'42" E 186.23' L119 N O'30'O4* W 20.00' C50 3739'30" 24.00' 15.77' » , L45 N 89'46 42» W 21.41 L69 N 14 32 16» E (RAD) L92 N 89 29 42 E 26.00 L106 S 89 46 42 E 43.72 L120 N 0'30 04 W 40.00 C51 53'04'48" 24.00' 22.23' L46 N OO'30'18" W 61.06' L70 N 88'59'35" E (RAD) L93 N 2'51'50" W (RAD) L107 S 8T46'42" E 237.66' C52 20'51'52" 91.50' 33.32' L55 N 89'29'56" E 178.00' L71 N 60'31'00" W 29.12' L94 N 2T07'47" W (RAD) L108 S 89'46'42" E 29.51' C53 20'03'30" 23.00' 8.05' L56 N 89'46'42" W 25.94' L72 N O'31'00" W 10.12' L95 N 89'2942" E 16.75' L109 N 46'02'51" E 14.35' C54 15'4426" 80.00' 21.98' » » , L57 N 89'46 42 W 31.42 L73 N 70'55 44 W 4.69 L96 N 0'3018 W 54.54 L110 N 89 46 42 W 497.76 C55 15'44'26" 80.00' 21.98' DETAIL "G" N.T.S. J 27 Z PA RCEL 1 W Q L112 Lo L113 L111 "' "' L117 J L114 L110 L105 C52 0 C53 L107 C54 J o U C55 L109 L106 vL108 'cl CD < FOURTH STREET