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132CR34
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Last modified
2/29/2016 11:00:23 AM
Creation date
10/11/2013 3:51:10 PM
Metadata
Fields
Template:
Records - Recorded Maps
Record Type
Corner Record
Recorded Maps Book
132
Recorded Maps Page
34
Permit
CR13-05958
APN
154 190 040
Date Received Surveys
9/20/2013
Date Recorded
11/21/2013
Subdivision Name
PARCEL MAP (146 PM 21), Parcel A
Road Vicinity
PROPERTY LINE GOLF CLUB WAY
City
PLEASANT HILL
Engineer-Surveyor
BELLECCI & ASSOCIATES, INC / CHARLES N. CAPP
Requested By
DAN ASVITT
Record Date
3/24/2015
Record ID
56955
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CORNER RECORD Document Number 59 58 <br />City of l t t i LL- County of CC►JTZA CCU Il , California <br />Brief Legal Description C, I +VC 07 -- L ( 4b ,Fi-� Z 11? <br />CORNER TYPE <br />Government Corner ❑ Control ❑ <br />Meander ❑ Property <br />Rancho ❑ Other ❑ <br />Date of Survey °1'- ( b — i 3 <br />N. COORDINATES (Optional) <br />E. <br />Zone NAD27 ❑ NAD83 ❑ <br />NAD83 Epoch <br />Elev. <br />Vert. Datum: NGVD29 ❑ NAVD88 ❑ <br />Meas. Units: Metric ❑ Imperial ❑ <br />Corner - Left as found ❑ Found and tagged [ Established ❑ Reestablished ❑ Rebuilt ❑ <br />Identification and type of corner found: Evidence used to identify or procedure used to establish or reestablish the corner: <br />�c2U,,,Dr-> �5/g'i 1Zc)0a?- AA 1 A-►"i C17 L's Z.9la:i 1 w i7 <br />l 4b P" Z I <br />A description of the physical condition of the monument as found and as set or reset: t) E <br />L &'�'i 'Z,S7 A6 -5 FLOW L-) <br />�01-A N D S j <br />SURVEYOR'S STATEMENT <br />This Corner Record was prepared by me or under my direction in conformance with „j Ev_ 9.30.-LL- <br />the Land Su yor,s Qt on e I ap-remoeoe NO 6925 <br />Signed P.L.S or R.C.E. No. L6,q;e5 �FOP�Q <br />F CAL <br />COUNTY SURVEYOR'S STATEMENT �AND SCR <br />This Corner Record was received "I-- <br />and examined and filed / v �e her a t 'E:f- <br />Signed Z,� -,: P.L.S vrf�No. 6� ?� L.S. 6571 <br />/ Z <br />Title <br />F CA�-�F <br />County Surveyor's Comment <br />p'p() 4 tS LA — go,-- o-\b <br />Borpels -1297 Page 1 of <br />� --3 �;z /--(?-, 3 Lj <br />
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