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cr17_0438
CORNERRECORD Document Number 17 —C a City of Palm Springs County of Riverside California Brief Legal Description Lot 10 , M. B . 3 9 / 5 8 - 5 9 APN 669-365-010 CORNER TYPE COORDINATES(Optional) N. Government Corner ❑ Control ❑ E -14 Meander ❑ Property © Zone NAD27 ❑ NAD83 ❑ Rancho ❑ Other ❑ NAD83 Epoch X Elev. Date of Survey January 24, 2017 Vert. Datum: NGVD29 ❑ NADV88 ❑ SEC. 34, T.3 S . , R.4 E . , S.B.M. Meas. Units: Metric ❑ Imperial ❑ Corner - Left as found ❑ Found and tagged ❑ Established ❑ Reestablished El Rebuilt ❑ Identification and type of corner found: Evidence used to identify or procedure used to establish or reestablish the corner: Found various monuments, accepted as per M.B.39/58-59. A description of the physical condition of the monument as found and as set or reset: Set 1" I.P. tagged L.S. 4820 flush or nail and tag in curb as shown. SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Land Surveyor's Act on February 3 2017 Signed, ,U P.L.S. or R.C.E. No.: P.L.S. 4820 COUNTY SURVEYOR'S STATEMENT This Corner Record was received r— J "70/ % and examined and filedzz Signed Title a��y-. �� /�✓e.� p County Surveyor's Comment 80RPELS-1297 Page 1 of 2 cf> 4 SEAL. " 'LOT 10, PALM SPRINGS GATEWAY ESTATES UNIT NO. 1 M.S. 39/58-59, IN THE SW 1/4, SEC. 34, T. 3 S., R. 4 E., S.B.M. L.S.A.P. CONSULTANTS FEBRUARY, 2017 100 0 100 200 300 w U SCALE: I"=100' SURVEYOR'S NOTES 1.0 INDICATES FOUND MONUMENT AS NOTED. 2.,& INDICATES FOUND LEAD AND TACK IN CURB NO TAG, ON PROP. LINE PRODUCED. ACC'D PER M.B. 39/58-59. 3.0 INDICATES SET 1" IRON PIPE TAGGED "L.S. 4820" FLUSH. 4. BEARINGS ARE BASED ON THE CENTERLINE OF JUANITA CIRCLE BEING N 00°08'00"E, PER M.B. 39/58-59. 5. ( ) INDICATES RECORD DATA PER M.B. 39/58-59. GATEWAY DRIVE FD 314" I.P. TAGGED L.S. 8508, DN 0.5' IN CAPWELL ACC'D PER M.B. 39158-59. �) O N O CO 6.70' NE OF PROP COR11 \ / ESTAB. BY SGL. PROPORTION S 87°5642" W 94.11' (94.1 FJUA IT LOT 9 CIRCLE Cl LOT 10 DDC.# 2002-107110 N 82 28'96" W 197 98, 78.29' (198.00 TAB. BY COMPASS RULE ADJ FD 1" I.P. TAGGED R.C.E. 30846, DN 1.0' ACC'D PER M.B. 39158-59. FD 1" I.P. NO TAG, DN 1.0' ACC'D PER M.B. 39/58-59. FD 3/4" I.P. TAGGED L.S. 8508, DN 0.5' IN CAPWELL ACC'D PER M.B. 39158-59. RADIUS POINT OF P/L CURVE 6.68' NW OF PROP COR LOT 11 Cl (R=50.00' L=54.67' s A=62°38'45') L=54.61' \m A=62°3441" N)0�20�0� 5 /ESTAB. BYSGL. PROPORTION 278 0 (2l8 00) N 84°2823" ( y 521.09' (521.00 ESTAB. BY COMPASS RULE ADJ. FD 1" I.P. TAGGED R.C.E. 30846, DN 1. ACC'D PER M.B. 39158-59.