Certificate of Correction 1994-0540456
RECORDING REQUES, t:u BY
499
, '
DOC " 1994-0540456
12-SEP-1994 08=29 AM
OFFICIAL RECOROS
SAN DIEGO COUNTY RECORDER'S OFFICE
GREGORY SMITH. COUNTY RECORDER
S: 13.00
WHEN RECORDED MAIL TO:
CITY CLERK
CITY OF POWAY
P.O. BOX 789
POW A Y, CA 92074,0789
AF:
MF:
CERTIFICATE OF CORRECTION
(pURSUANT TO CHAPTER 3, ARTICLE 7, OF THE GOVERNMENT CODE OR SECTION 8770.5 OF THE BUSINESS AND
PROFESSIONS CODE, OR ANY AMENDMENTS THERETO)
NOTICE IS GIVEN THAT I HEREBY CERTIFY THAT THE CITY OF POWAY TRACT MAP NO. 88-03, MAP NO. 12683,
IN THE CITY OF POWAY, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE
COUNTY RECORDER OF SAID COUNTY ON AUGUST 14, 1990, IS IN ERROR AND IS CORRECTED AS FOLLOWS IN
ACCORDANCE WITH SECTION 8770.5 OF THE LAND SURVEYOR'S ACT OR SECTION 66469 OF THE SUBDIVISION
MAP ACT AS FOLLOWS:
ON SHEETS 3 AND 5
1. THE MOST SOUTHWESTERLY SUBDIVISION BOUNDARY CORNER LOCATED AT THE INTERSECTION OF
THE SUBDIVISION BOUNDARY LINES SHOWN AS N 67014' 20"E 496.56' AND N 01 037' 00" E 677.17' AND
INDICATED BY SYMBOL AS FOUND 2" IRON PIPE WITH DISK STAMPED "R.C.E. 26112" HAS BEEN RESET
WITH A 2" IRON PIPE WITH DISK STAMPED "L.S. 5292".
ON SHEET 4
1. THE LENGTH SHOWN FOR COURSE NO. 16 IN THE DATA TABLE AT THE LEFT SIDE OF THE SHEET IS
HEREBY AMENDED TO READ 75.59'.
ON SHEET 5
I. THE SOUTHERLY POINT OF CURVATURE FOR CUL-DE-SAC OF CREST ROAD SHOWN WITH A RADIAL
BEARING OF N 220 45' 39" W (R) AND COMMON WITH THE SUBDIVISION BOUNDARY HAS BEEN RESET
WITH A CONCRETE NAIL AND DISK STAMPED "L.S. 5292" IN THE TOP OF AN 8" BLOCKWALL.
2. THE STREET SIDELINE COMMON CORNERS BETWEEN LOTS 3 AND 4, 5 AND 6, 6 AND 7 HAVE BEEN
RESET WITH LEAD AND DISKS STAMPED "L.S. 5292".
ON SHEETS 5 AND 6
1. THE REAR LOT CORNER COMMON TO LOTS 3, 4 AND 16 HAS BEEN RESET WITH A 3/4" IRON PIPE AND
DISK STAMPED "L.S. 5292".
ON SHEET 6
1. THE STREET SIDELINE COMMON CORNERS BETWEEN LOTS WAND 11,11 AND 12, 16 AND 17,17 AND
18,20, 21 AND 22 HAVE BEEN RESET WITH LEAD AND DISKS STAMPED "L.S. 5292".
2. THE STREET SIDELINE POINTS OF CURVATURE INDICATING A 20' RADIUS CURVE AS PART OF THE
CUL-DE-SAC FRONTAGE OF LOT 18 HAVING RADIAL BEARINGS SHOWN AS N 550 07' 23" W (R) AND N
83006' 35" W (R) HAVE BEEN RESET WITH LEAD AND DISKS STAMPED "L.S. 5292".
3. THE CORNER COMMON TO LOTS 9, 14 AND 15; THE ANGLE POINT IN THE LINE COMMON TO LOTS 16
AND 17 AT THE INTERSECTION OF THE LINES SHOWN AS N 39030' 49" E (R), 251.35' AND N 880 23' 00"
500
3. (Continued)
W, 13.73'; THE MOST WESTERLY REAR LOT CORNER COMMON TO LOTS 17 AND 18 HAVE BEEN RESET
WITH 3/4" PIPES AND DISKS STAMPED "L.S. 5292".
ON SHEET 7
1. THE STREET SIDELINE CORNERS COMMON TO LOTS 21 AND 22, 22 AND 23 HAVE BEEN RESET WITH
LEAD AND DISKS STAMPED "L.S. 5292".
2. THE STREET SIDELINE POINT OF CURVATURE OF A 173.00' RADIUS CURVE LYING ON THE FRONTAGE
OF LOT 22 SHOWN WITH A RADIAL BEARING OF S 27" 55' 34" W (R) HAS BEEN RESET WITH A LEAD
AND DISK STAMPED "L.S. 5292".
3. THE ANGLE POINT IN THE NORTHEASTERLY REAR LOT LINE OF LOT 22 WHICH BEARS N 60" 28' 01"
W 5.18' FROM THE NORTHEAST CORNER OF SAID LOT 22 HAS BEEN RESET WITH A 3/4" IRON PIPE AND
DISK STAMPED "L.S. 5292".
ON SHEET 8
THE FOLLOWING POINTS HAVE BEEN RESET WITH A LEAD AND DISK STAMPED "L.S. 5292" :
1. THE STREET SIDELINE CORNER COMMON TO LOTS 37 AND 38.
2. THE STREET SIDELINE POINT OF CURVATURE INDICATING A 20' RADIUS CURVE AS PART OF THE CUL-
DE-SAC FRONTAGE OF LOT 35 HAVING RADIAL BEARINGS SHOWN AS N 89" 47' 11" W (R) AND S 43" 30'
35" E (R).
3. THE STREET SIDELINE POINT OF CURVATURE INDICATING THE EASTERLY END OF A 20' RADIUS
CURVE ON THE MESA CREST ROAD FRONTAGE OF LOT 37 SHOWN WITH A RADIAL BEARING OF S 01"
15' 08" W (R).
THE FOLLOWING POINTS HAVE BEEN RESET WITH A NAIL AND DISK STAMPED "L.S. 5292" IN THE TOP OF A
WOOD FENCE:
4. THE REAR LOT CORNERS COMMON TO LOTS 33 AND 34, 41 AND 42, 42 AND 43.
THE FOLLOWING POINTS HAVE BEEN RESET WITH A 3/4" IRON PIPE AND DISK STAMPED "L.S. 5292":
5. THE ANGLE POINT IN THE WESTERLY REAR LOT LINE OF LOT 31 BEARING S 40" 45' 16" W FROM THE
MOST NORTHERLY CORNER OF SAID LOT 31.
6. THE REAR CORNER COMMON TO LOTS 31 AND 32.
7. THE ANGLE POINT IN THE NORTHWESTERLY REAR LOT LINE OF LOT 32 WHICH BEARS N 40" 45' 16"
E, 20.00' FROM THE MOST WESTERLY CORNER OF SAID LOT 32.
8. THE CORNER COMMON TO LOTS 34, 35 AND 41.
9. THE ANGLE POINT IN THE WESTERLY REAR LOT LINE OF LOT 43 WHICH BEARS S 19" 52' 10" W 37.60'
FROM THE NORTHWESTERLY CORNER OF SAID LOT 43.
10. THE EASTERLY REAR LOT CORNERS COMMON TO LOTS 44 AND 45, 45 AND 46 AT THEIR INTERSECTIONS
WITH THE SUBDIVISION BOUNDARY I.E., S 00" 23' 32"W.
11. THE INTERSECTIONS OF THE NORTH AND SOUTH RIGHT-OF-WAY LINES OF V ALEWOOD COURT THE
EASTERLY SUBDIVISION BOUNDARY I.E., SOO" 23' 32"W.
,.
501
ON SHEET 9
THE FOLLOWING POINTS HAVE BEEN RESET WITH A LEAD AND DISK STAMPED "L.S. 5292".
1. THE SOUTIfERLY POINT OF CURVATURE OF THE 277' RADIUS EASTERLY STREET SIDELINE OF THE
SAGE VIEW ROAD FRONTAGE OF LOT 55 WHICH BEARS N 35" 21' 24" E, 1.56' FROM THE MOST
WESTERLY CORNER OF SAID LOT 55.
2. THE POINT OF COMPOUND CURVATURE OF THE 277' RADIUS EASTERLY STREET SIDELINE OF TIfE
SAGEVIEW ROAD FRONTAGE OF LOT 55 AND TIlE TANGENT 20' RADIUS REVERSE CURVE SHOWN WITIf
A RADIAL BEARING OF N 67" 34' 10" W (R).
3. TIfE STREET SIDELINE CORNER COMMON TO LOTS 52 AND 53.
CERTIFICATE OF LAND SURVEYOR
I CERTIFY THAT TIfE FOLLOWING IS TIfE NAME OF TIfE PRESENT FEE OWNERS OF SAID REAL PROPERTY
AFFECTED BY SUCH CORRECTIONS, AND SUCH OWNER HAS BEEN NOTIFIED OF TIfESE CORRECTIONS.
CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION
I FURTIlER CERTIFY THAT TIfE ABOVE CERTIFICATE OF CORRECTION WAS PREPARED BY ME OR UNDER THE
DIRECTION AND CONTROL OF TIfE UNDERSIGNED PROFESSIONAL LAND SURVEYOR.
q,l-q'f
ALD DALE HARVEY, IRe .L.S.5292
MY REGISTRATION EXPIRES 12/31/95
DATE
I, MARK WESTON, CITY ENGINEER OF TIlE CITY OF POWAY, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
CERTIFY THAT I HAVE EXAMINED TIlE FOREGOING CERTIFICATE OF CORRECTION AND FIND THAT TIlE ONLY
CHANGES SHOWN HEREON ARE TIfE CHANGES PROVIDED FOR BY SECTION 66469 OF TIfE GOVERNMENT CODE
OR SECTION 8770.5 OF TIfE BUSINESS AND PROFESSIONS CODE, OR ANY AMENDMENTS THERETO.
MARK S. WESTON
CITY ENGINEER
BY:
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DATE:
FEE: $13.00