corr16_0093178Recordin gRequested
nie Company
�rth Am
RECORDING REQUESTED BY
And when recorded, mail to:
City of Wildomar
23873 Clinton Keith Road
Wildomar, CA 92595
Attn: Dan York, City Engineer
DOC # 2016-0093178
03/09/2016 02:41 PM Fees: $0.00
Page 1 of 5
Recorded in Official Records
County of Riverside
Peter Aldana
Assessor -County Clerk -Recorder
"This document was electronically submitted
to the County of Riverside for recording"
Receipted by: ALYCIA #778
CERTIFICATE OF CORRECTION
TRACT MAP NO. 30839, M.B. 409/88-90
MONUMENT SUBSTITUTION
I, MARISSA CROWTHER, PLS 6152, CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR
OF THE STATE OF CALIFORNIA, THAT TRACT MAP 30839 WAS PREPARED BY MATTHEW E.
WEBB, LS 5529, FILED IN BOOK 409 OF MAPS, AT PAGES 88 THROUGH 90 INCLUSIVE, IN THE
OFFICE OF THE RECORDER OF RIVERSIDE COUNTY, CALIFORNIA; AND THAT THE
FOLLOWING CORRECTIONS TO SAID MAP ARE MADE IN ACCORDANCE WITH CHAPTER 3,
ARTICLE 7, SECTION 66469 THROUGH 66472 OF THE SUBDIVISION MAP ACT.
I AM THE PROFESSIONAL LAND SURVEYOR ASSUMING THE RESPONSIBILITY FOR
PLACEMENT OF THE FINAL MONUMENTS IN ACCORDANCE WITH CHAPTER 4, ARTICLE 9,
SECTION 66498 OF THE SUBDIVISION MAP ACT. I HEREBY CERTIFY THAT A SURVEY WAS
PERFORMED BY ME OR UNDER MY DIRECTION IN AUGUST 2013 WHICH VERIFIED THE
INFORMATION CONTAINED ON SAID MAP. MONUMENT DESCRIPTIONS ARE CORRECTED AS
FOLLOWS:
INCORRECT DATA
SEE EXHIBIT `A' ATTACHED HERETO
CORRECT DATA
SEE EXHIBIT `A' ATTACHED HERETO
THE PRESENT FEE PROPERTY OWNERS ARE NOT
AFFECTED BY THIS CORRECTION.
Dated:
Marissa Crowther, PLS 6152
My registration expires 03-31-2016
MARISSA 9L
CROWTHER �4
a' Exp•'� '�jl'llQ
*\ No. 6152 /*
�Tsz'Le OF�CAIt �v
Certificate of Correction
Page 1 of 5
DOC #2016-0093178 Page 2 of 5
CITY ENGINEER'S CERTIFICATE
THIS CERTIFICATE OF CORRECTION HAS BEEN EXAMINED BY THE UNDERSIGNED AND
DISCLOSES THAT THE CHANGES ARE AUTHORIZED BY AND COMPLY WITH GOVERNMENT
CODE SECTION 66469 OF THE SUBDIVISION MAP ACT.
11 W12
City Engirfeer
P.E. No. 13212, Expires 03/31/2016
L.S. 7962, Expires 03/31/2016
201 p,LANDs�
®����. A. Vp9 9s%�
QQ r
� No.79o2 0
* EXP'
� qe
Certificate of Correction
Page 2 of 5
DOC #2016-0093178 Page 3 of 5
EXHIBIT `A"
INCORRECT DATA
SURVEYOR'S NOTES:
5. O INDICATES SET 1" I.P. TAGGED LS 5529 FLUSH.
6. SET 1" I.P. TAGGED LS 5529, FLUSH, AT ALL REAR LOT CORNERS, CORNER CUTBACKS
AND ANGLE POINTS. WHERE REAR CONCRETE BLOCK WALLS EXIST, SET NAIL AND
TAG LS 5529 UP 12" ON TOP OF REAR BLOCK WALL IN LIEU OF I" IP AT REAR LOT
CORNERS.
7. SET STEEL PIN AND TAG LS 5529 IN TOP OF CURB AT ALL SIDE LOT LINES PROJECTED
PER STD. `E'.
CORRECT DATA
SEE ATTACHED EXHIBIT `B" PAGES 4 AND 5 BEING MADE A PART HEREOF FOR THE
FOLLOWING CORRECTIONS:
SURVEYOR'S NOTES:
5. O INDICATES SET 1" I.P. TAGGED LS 6152 FLUSH.
6. R SET 1" I.P. WITH LS 6152 PLASTIC PLUG, FLUSH, AT THE REAR CORNERS AND ANGLE
POINTS, EXCEPT AS NOTED BELOW:
® SET NAIL AND TAG LS 6152 AS NOTED.
■ FOUND 1" I.P. TAGGED RCE 33591 AT THE REAR CORNERS. NO REFERENCE. ACCEPTED
PER M.B. 409/88-90.
Q FOUND NAIL AND TAG RCE 33591 ON FACE OF WALL AT THE REAR CORNERS. NO
REFERENCE. ACCEPTED AS POINT ON LOT LINE PER M.B. 409/88-90.
Q SET NAIL AND TAG LS 6152 IN TOP OF CURB AT SIDE LOT LINES PROJECTED OR CORNER
CUTBACKS.
- FOUND NAIL AND TAG RCE 33591 IN TOP OF CURB AT PROJECTION OF SIDE LOT LINES
AND CORNER CUTBACKS. NO REFERENCE. ACCEPTED PER M.B. 409/88-90.
❑e FOUND NAIL AND TAG LS 5441 IN TOP OF CURB AT PROJECTION OF CORNER CUTBACK.
NO REFERENCE. ACCEPTED PER M.B. 409/88-90.
Certificate of Correction
Page 3 of 5
DOC #2016-0093178 Page 4 of 5
PALOMAR DETAIL "B" STREET
I
U 23 27 28 29 41
v
24 40 ;
V
A 26 A ° ° 30 / W
A 39 4 p
25 ° G� • 3138 ,AQP W
- � c 32 37 �y = / 42
�
Gp
A OP '33 35 36
22 SEE P00 A
21 z 34 DETAIL 2
"D " -
r
20 _
� -
A 8
2,9 19 A A • 4
A 11
y � \
L4` �� 2% 18 a 12
'y 10 5 43
17 A
n
26' >3 9 c 6
16
S,EEPAGE5O1F5
FOIRD1EiA/LSA-E 2:� 15 A 14 8 7 Q
(
SEE DETA/L "A 44 "
SURVEYOR'S NOTES �
A FD. NAIL TAGGED RCE 33591, /N BE FD. NAIL TAGGED LS 5441, IN
O SET 1" /.P. TAGGED LS 6152 fLU-W.. IOTA OF CURB NO REFERENCE' TOA OF CURB NO REFERENCE.
1" /.P. IN1N LS 6152 PLASI7C PLUG; ACCEPTED AS PROL�EMW OF ACCEPTED AS PMECMV OF
❑ SET AT THE REAR CORNERS AND SIDE NO LOT LINE ACARNET? CORNER CUTBACK PER MB
FET 1
CU
ANGLE PO1N7S 78ACK. ACCEPW PER MB 409/88-90.
409/88-90.
SET MAX AND TAG LS 6152 /N 7t7P OF M FO 1" /.P. TAGGED RCE 33591, WD NAIL TAGGED RCE 33591,
CURB AT PROL£CT7OW OF SIDE LOT fLWW NO RU RENCE NO REFERENCE GW FACE OF
LINES AR CORNER CU78ACKS ACCEP7ED AS REAR LOT WALL ACCEPTED AS Pow OW
® SET NAIL AND TAG LS 6152 AS NOTED. CORNER PER MB 409/88-90. LOT LINE PER MB 409/88-90.
• TRACT MAP 30839
EXHIBIT "B"
,SEI&O CER flRCA7E Of' caPRECnav
PLANNING ENGINEERING SURVEYING
41888 Entm pries Oircle North, Suhm 12S NOT TO SCALE 08/2013
Temewle, Co. 8ffi8D
861 Sem
861-SmaBC)l Fax SB&O ✓N 69202 PAGE 4 OF 5
15
25
DETAIL 'A "
0.40:
"SET IN
27 WALL FACE
UP 6.5'
DETAIL 19
PALOMAR
ST.
O O �-
p 43
Q
Z Q�»
v DETAIL C
DOC #2016-0093178 Page 5 of 5
32
33 �35
34
DETAIL 'D
5J
6 0 22
5.50'
2-9 "1
DETAIL 'E"
SET FLUSH IN CONCRETE
RIP -RAP NEAR BASE
OF HEADWALL
0
• TRACT MAP 30839
BEIM EmIsl r "B"
CER' X Of' CWREC7JAN
PUNNING ENGINEERING SURVEYING
41 Bee Enuvprkm Circle North, sults 128 LNor TO SCALE 08/2013
Temecula, Ca. 9266
861 �68m
8511 Fax ✓N 69202 PAGE 5 OF 5