cr19_0412CORNER RECORD Agency Index CR 190609
Document Number Z01C1- 04_►Z.
City of UNINCORPORATED AREA OF PERRIS County of RIVERSIDE , California
Brief Legal Description CENTERLINE OF HARVILL AVENUE, PERRIS, CA
CORNER TYPE COORDINATES (Optional)
N. E.
X ❑ Government Corner ❑ Control Elevation
❑ Meander ❑ Property Units ❑ Metric ❑ U.S. Survey Foot
---------i
I ❑ Rancho ❑X Other Horizontal Datum
I Zone Epoch Date
Date of Survey October 3, 2019 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
T. 4 S., R. 4 W., S.B.M. ❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑ 8785(d) 08771 ❑ 8773 ❑ Other:
Corner/ X❑ Left as found ❑ Established ❑Rebuilt ❑X Pre -Construction
Monument: ❑ Found and tagged ❑ Reestablished ❑ Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
❑✓ See sheet #2 for description(s):
MONUMENT PRESERVATION PRIOR TO CONSTRUCTION PER CALIFORNIA LAND SURVEYOR'S
ACT SECTION 8771.
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Profession@.l { 6nd Surveyors' Aflt on
Signed
:ober 29, 2019
or R.C.E. No. �� 3
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 1/-j5`_Z0/1?
and examined and filed
Signed ^L / ii� c+ P.L.S. or5.ef. No. 57017
Title 'TaEa r��+7�-7Cllty��laM
County Surveyor's Comment
BPELSG-2016 Page f o!2
No. 5137
Document Number A enc Index t
CENTERLINE TIES
HARVILL AVENUE, PERRIS, CA
RIDER STREET
520.65' .
n '
Iv.
NOTE: THIS CORNER RECORD WAS
PREPARED TO LOCATE AND TIE OUT
EXISTING MONUMENTS WITHIN THE
AREA OF PROPOSED CONSTRUCTION
ACTIVITIES. A SURVEY WAS NOT
PERFORMED TO VERIFY LOCATION.
* INDICATES THAT TIE POINT FOUND
THAT WAS SET PER TB 106/244
WAS PLACED IN CURB CRACK OR
CONSTRUCTION JOINT AND WAS
CONSIDERED TO BE SUBJECT TO
BEING LOST DURING CONSTRUCTION.
AN ADDITIONAL TIE POINT WAS
PLACED AS NOTED IN A SOLID
MANNER.
CURVE RADIUS DELTA LENGTH
Cl 2000.00' 04'59'56" 1 174.49'
MONUMENT NOTES
FOUND 1 1/2" COOPER CLAD MONUMENT, MARKED RIV. CO. SUR. 194+60.80, PER TB 106/244
FOUND 1 1/4" IP W/ RIV. CO. SURV. PLASTIC PLUG, PER TB 106/244
■ FOUND 1 1/2" COPPER CLAD MOUNMENT, MARKED RIV. CO. SUR. 192+86.27, PER TB 106/244
♦ FOUND NAIL & CO. SURV. TAG, PER TB 106/244, TOP OF CONCRETE CURB
Q SET NAIL & TAG WITH HG PLS 5137, TOP OF CONCRETE CURB
< > INDICATES TIE DISTANCES PER TB 106/244
BPELSG-2016 Page 2 of 2
1"=40'