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cr18_0015CORNER RECORD Ity of Jurupa Valley County of Agency Index C Document Number �16_®100c�_ Riverside , California Brief Legal Description Lot 54 of Fort Site Tract per M.B. 14/29. Sec. 16, T. 2S., R. 5W., Rho. Jurupa Rub. SITE CORNER TYPE COORDINATES (Optional) ❑ Government Corner © Control ❑ Meander ❑X Property ❑ Rancho ❑ Other 21 Elevation E. Units ❑ Metric ❑ U.S. Survey Foot Horizontal Datum Zone Epoch Date Date of Survey June 10, 2017 Vertical Datum E] Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ❑X 8765(d) 118771 11 8773 11 Other: Corner/ ® Left as found ® Established ® Rebuilt ❑ Pre -Construction Monument: F Found and tagged ❑X Reestablished EIReferenced ❑ Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed: Q✓ See sheet #2 for description(s): SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors' Act on June 19, 2017 Signed P.L.S. or Ra& No. 4343 COUNTY SURVEYOR'S STATEMENT This Corner Record was received lc' 2 -17 and examined a fed /.2- i r 7 Signed P.L.S. or R -GE. No. 74✓/ Title County Surveyor's Comment BPELSG-2016 Page 1 of 2 LAND 4;�; No. 4343 1j G. O No. 7611 Exp. 12-31-18 7k) Document Number A enc Index m� � ^ ® Om D c/i on N N o N_ N vrnC) -Nio �,-zi Jrcm C TJ 0 m m m 0 O m r 0 y�vmm -� a N�J� M mN O O O O Oa) d�S ��o� -1 N N m N mWo\� o z m -� m ttn N r N CDi� � y /° m i� -II C MTI *t D Z O Z D n N m O --4 O D N Z Z w ? a'v X=m C N t� n C7 a O N C) p w r c) n R' nO m o o PC � ao M O D z _ No o r �N cn D O m Z Z N -n a W D cNO m o D a m O 0 m Z m� r ao n m z S 31'19'43" W 343.93' (344.14') M POin -77 m� po 323.92' (324.13') n -p- w N v,m 20' c tw _ m o NIS rn NND wo o +> o L o i o " Z N p p OL400 L71 p 0 N INT I —I C P n? ZwM N CO N c0 v Iwo N -i V b w "� p W O FORT DRIVE � o� oo co c.w 323.90' (324') ND `<SG7J N p a vOn rri o S 33'03'07" W 343.91' (344') No " S 33'03'16" W o 323.91' (324') p 157.99' (158.00') o z " 161.96'161.96' (162') 156.99' > (162')r�� v C:3 -= 20'-- O a r cn `D v: CO °vp"� O to N �p--� O O ND Wo S 33'03'16" W m No z m o o C �� 157.99' (158') N m r:> wo p J 156.99' COD II o D W 0' �' 0 p �, p I m -� N r— p Q ccoO .CnJ Q 'D D I 5 o LN„ 157.00' r= C. N t n D `a v `9 0 162.00' (162') % D o m o� � Ln p P � S 33"03'19" W _ v m Z �O0 N r W �o�n O " Ul CTI. Ul I Om comms rn m ---G'--- U cr a> ao Dm O Ln 0 v Opmp C:' Zi O r D j -n O—I rn o N o O -G '� v u 157.00' C7t P C7 rn m W W `D cf+ v O-'rC � N v -m-I�p- r�* o co to 0 D —I Ln. I 162.00' (162') �orn- o c' rm-"Nom " C>OZO S 33'03'19" W N Wu) p D -V v r O N N v v to pD t7+ m _7 f7 r?O m-Im CAZIn—O N n 'OpD p r m O O � ? W N Z ? p 'mrl 20' N >I� moo Z (162') (162') CO 555iii 162.07 162.07 o S 33'03'39" W 344.14' (344') o TWINING STREET T BPELSG-2016 Page 2 of 2