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HomeMy WebLinkAbout2018 Survey :. CORNER': RECORDAgency Index : : :.
Document Number
• City of :ARCADIA • • •• County of : - .
. LOS .ANGELES: . ;California . .
Brief Legal,Description ;EAST LINE LOT •8 TR. :NO,. 27803; &:B, 735/42-43: : : :
CORNER TYPE COORDINATES(Optional)
Government Comer: .0 Control Elevation .
. 0 Meander :. 1>3,i Property Units. E'Metric i'J U.S.Survey Foot
. I Rancho.' Other
® Horizontal Datum
' Zone Epoch Date
•
r Date of.SurveyDEC. 2018 Vertical Datum-
0 Complies with Public Resources.Code§§8801-8819.
. . - .• O Complies with Public Resources Code§§8890-8902
PLS Act Ref.:
:77,,, 8765(d)v 0 8771 0 8773." - 0 Other:: - '_
• . ! Left as found L'_,I Established - - 0 Rebuilt 1::1 Pre-Construction
Moirurrtent: •
. . Found and tagged a Reestablished 0 Referenced [ Post-Construction
Narrative of corner identified and monument asfound,set,reset,replaced,or removed: .
E` i See sheet#2 for description(s): :
- . SEE SKETCH ON PAGE 2:
C.
OR'S S T �,�
SURVEY TATEMEN .. ,---,1. L;.1 ;6� � . �=� •
This Corner Record was prepared by me or under my direction in conformance with : ,
the Professional:Land Surve rs' . 'on - . : 2018 : ' - :'`� ':"
12. DECEMBER
hz�.
•
. Signed:. L : RLS.oi-l-S-CE. No. : 7745 - • ' ,;. .::= '
• COUNTY SURVEYOR'S STATEMENT : .
This Corner Record was received /
uu.
andexamined and filed . . . -
Signed: -: : • P.L_S.or.R.C.E.No. : . .
•
•
Title
County Surveyor's Comment
• : : APN: . 5.:771 -025.-014 TG: 567. "D-3 JN:. .2018214.
Document.Number Agency Index
R1 = TRACT NO. 27803, M.B. 27803, M.B. 735/42-43.
R2 = PWFB 1627/729.
R3 = PWFB 1627730: ,k,k = BASIS OF BEARINGS PER R1).
R4 = PWFB 1627 932=933.
A= FND. S.&T. PER (R2), ACCEPTED AS C/L E.C„ .JUST UNDER SLURRY.
A = FND. S.&T. PER (R2), ACCEPTED AS C/L B.C., JUST UNDER SLURRY.
/'\ = FND. SMALL P.K. NAIL, FLUSH, PER (R3), ON LINE.
A\ = FND. 2"IP; TAGGED LS 2785, DN. 2.00', PER (R3). DRAFT'
= FND. 2"IP, TAGGED LS 2785, DN. 1.5' PER (R3).
• = ANG. PT. LOT 10. & TRACT, (R1), ESTAB.'D PER (R3•), NO SEARCH.
/ \ LOCATION OF FND. 2"IP, LS 2785, UNDER WALL, PER (R3, ESTAB.'D
AT RECORD ANGLE AND DIST. PER (R3), NO SEARCH.
/EX = FND. 2'IP, CONC.. PLUG, TACK TAG, LS 2785, DN. 0.5' IN DIRT
ACCESS ROAD. ACCEPTED AS N/W COR. TRACT (R1).
/y\ = FND. EPDXY & TAG, LS 7745, IN FENCE FTG. PER (R4)
10 = FND. L.T.&TAG, LS 7745, PER (R4).
1 = ESTAB.'D S/E COR. LOT 8, (R1) BY PRORATION ALONG FORMER
RIGHT OF WAY.
Li 12 = SET. L:T.& TAG, LS:7745, ON S'LY PROLONGATION OF EAST LINE LOT 8, (R1),
7.00' ..FROM INT. OF.EAST LINE LOT 8, WITH 30' R.O.W.
< 13 = SET 2"X2" STAKE, TACK, TAG, LS 7745, S 89' 57' 45" W, 5.00' FROM
N PROPERTY LINE.
4 = SET L.T.&T. LS 7745, IN CONC., S 89' 57' .45" W, 5.00' FROM
J 0 1 PROPERTY LINE.Z
4 "15• = SET EPDXY & TAG, ON MORTARED PAVERS, S 89' 57' 30" W, 1.00'
FROM N/E COR. LOT 8, (R1).
N'LY LINE LOTS 7 THRU 10, (R1).
A e 1500' A
1.
N 89' '57' 30" E 374.66'
65.00' _ 124.67' 3 184.99'
A. 16.21',
13 25.00' ,n N/ECOR.
'^� LOT 10, (R1).
LOT 8, x N 0' 01' 42" W
�' (R1) No ma, : 95.14'
N/E'LY,LINE i 25.00' INTERSECT OF 30' HALF' CFI
LOT.7, (R1). 14 • ' o ® ;•71-:.lc] STREET AND E'LY.LINE
0,,z- a 25.00'' , J J LOT' 10, (R1), NO SEARCH.
5.02' ` e
FORMER S/E � 5��' __- .00' . R/W 5.00'J
COR. LOT 7,(R1). i.....„.��- 25.00't EAST ** 166.59' 25.48'
�� \ IIJA_ AVA ` ° _ A N 11' 05' 51" W
99.66' 66.93': 50.96'
�,%1 cP '\ 30.00' o .
_ A M AVENUE A 25:00'
ce
0 �, \ � ^ . R/W J 5 -
L'in
/G2. / ) \� o a < CURVE DATA:
i
�O~ i, ' V10'
0_J �� +CI �Q`t, ‘e _I�v C1 A =68' 51' 46" C2 0=68' 51' 46"
30.5.0, es q_ \p M1 R =195.34' R =220.34'
S00•`t/iryp i.`�0' G`�e� \\�F- ZO11 z T =133.918' T =151.05'
A \\ Zi C3 A=43' 43'• 57" 'C4 A=19' 03' 59"
\� 1 R =220.34' R =220.34'
0 0 68•. I L =168.18' L =73.32'
Mo. o --\S�,-.......464
76 1 T =88.43' T =37.00'
'0 JN:. 2018214 �V (R. \V I C5.A=6' 03' 50" L 23.32'
TG: 567 D=3 .0•) ‘
R =220.34'T =1 1.67'
APN: 57-71-025-014 \\y ESTAB.'D N/E & S/E COR.'S LOT 8, (R1)
�d BY PRORATION .PER (R1) & (R4).
BPELSG-2016 Page 2 of 2
•
en neermg m
Civil,Water,Wastewater,Drainage,Transportation and -
Electrical/Controls Engineering • Construction Management • Surveying
California • Arizona
December 13, 2018
Ms. Amanda Gerberich
1283Oakglen Avenue :
Arcadia, CA 91006 December 13,2018
TRANSMITTAL. :
Dear Ms. Gerberich:
Enclosed,please find two copies of the preliminary Corner.Record of Survey document we have
prepared and submitted to the Los Angeles County Department of Public Works,Survey Division,
on your behalf We have enclosed the digital receipt from the County for the submittal of the
document. As stated in our proposal, the County Surveyor's office is taking up to six months to
check and return the approved documents back to us. We will forward copies of the:approved
documents by email, as soon as they are made available to our firm. Please do not hesitate to
contact us if you have any questions regarding the field survey,or the enclosed copies of the Corner
Record document.
Respectfully submitted,
CIVILTEC engineering, 'me 4 / Y'
jj
Ok !!
Eugene C.Duncan, PLS
�: NO. l'
- :-Acting-L-and Survey Manager- - _.. -
• Enc.: 2018214 CR Draft (2)
Receipt"ESUR2018002783" (1)
118 West Lime Avenue,Monrovia,CA 9:1.016.I P 626.357.0588 F: 6263303.7957
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A New Survey-Corner Record(ESUR2018002783)Plan Has Been... , https://mail.aol.com/webmail-std/en-us/PrintMessl
From:donotreply<donotreply@lacounty.gov> v NC,
To:Iswss<Iswss@aol.com>:cduncan<cduncan@civitec.com> � _x
Subject:A New Survey-Corner Record(ESUR2018002783)Plan Has Been CREATED • • ':-'
Date:Wed,Dec 12,2018 9:01 pm
Lps Angeles County. €lectronic Pe jnittlnp t,°(nsp2errpq.C!�r y� �J ` s voiAt�� ;
. . _ -,.`fie•° .: .• ,z.S..aeswS' _
A new Survey-Corner Record(ESUR2018002783)plan has been sucessfully created and you are listed as a contact Your assigned plan reviewer will contact
you shortly.
Plan Details
Created online-Yes
Project
[none][none]
Parcel Number
5771025014
Address: --
1283
1283[none]Oakglen Avenue[none]'[none];Arcadia 91006
Plan Description:
EAST UNE LOT 8,TRACT NO.27803,M.B.735/42-43.
Thank you for using EPIC-LA.If you need help using the system,visit EPIC-LA Help.
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