2004-794324 0 ■ a
COURSE TABLE VICINTY MAP LwMv A8BlRZVlAn0N5 SHEET I OF 1 5HE T
COURSE BEARING DISTANCE NOT TO SCALE LINE COURSE, SEE "C OURSE TABLE" MHW MEAN HIGH WATER
1 N 13 °32'37" W 99.78'
2 N 09 °21'56" W 101.93' CONTROL POINT, SEE " COORINATE TABLES" MLLW MEAN LOWER LOW WATER
3 N 07 W 104.47' ZA� "I RFM OIR of su
4 N 08 °37'16" W 111.00' ENC NAVD -88 NORTH AMERICAN VERTICAL DATUM OF 1988 IN T HE CITY OP ENCINITA5, OF SAN DIEC'70, STATE CALIFORNIA
5 N 13 °36'31" W 111.91' UU
6 N 09°11'47" W 96.41' `�.. W FGCS FEDERAL GEODETIC CONTROL SUBCOMMITTEE TIDE SUBrfif�D IN THE
,,� BED OF THE PACIFIC OCEAN LYIN& ADJACENT
7 N 0 6 °16'43" W 103.70 °' .. - TO 5ECTI ON 33, T 12 S, R 4 K 55M, ACCOR7I N& TO U.S. CUWERNI 1E T WR °
8 N 05°51'38" W 103.70'
9 N 05 °12'27" W 101.09' !s 5 VERTIG,kL PATI,JM 4 MHYN ELEVA ON E5TABL15HMENT APPROVED OCTOBER 25, 1575 AND IN 5ECTION 5,
T 13 5, R 4 Vet, 5BM, ACCORDI TO U.5.
10 N 05 0 26'11" W 106.71' OC 145 GOVERNMENT WRVEY APPROVED APRIL I q, 1 881.
11 N 04 ° 0034" W 102.40' P°� FOR THE FOLLOWING TIDE STATIONS AND BENCH MARK, THE VALUES BELOW ARE PU13LISHEP AND GIVEN RICHARD G. MAHER, P.IL.S.
� 4 MAY 2
12 N 07°59'23" W 104.29' OC 145 N�
13 N 13 °05'04" W 106.03' TIDE STATION NAME: NEWPORT BEACH TIDE STATION NAME: OCEANSIDE TIDE STATION NAME: LA JOLLA BM DESIGNATION: OC 145
14 N 11 °16'38" W 99.33' COAST STATION IP #: 9410580 STATION 1D #: 9410396 STATION IP #: 9410230 PIP: PX1173
15 N 13 W 106.17' 1p1 PUBLICATION DATE: 04/21/03 PUBLICATION DATE: 11/13/03 PUBLICATION PATE: 04/21/03 LATITUDE: 33 0 05.0'
16 N 18°48'42" W 10646' ,D r LATITUDE: 33 °36.2' LATITUDE: 33 °12.6' LATITUDE: 32 LONGITUDE: 117°18.5' STATEMENT
RP
17 N 12 °15'41" W 114.02' 0710 LONGITUDE: 117°53.0' LONGITUDE: 117 °23.7' LONGITUDE: 117 °15.5
SI tO1��L ELEVATION IN MLLW DATUM ELEVATION IN MLLW DATUM ELEVATIONS IN MLLW DATUM ELEVATION IN NAVD -88 DATUM PRIOR TO THE EXECUTION OF A LAND
LEASE, THE STATE OF CALIFORNIA, THE LESSOR,
NAVD -88 0.055M MHW 1.405M NAVD -88 0.058M 18.755M BY AND THROUGH THE CALIFORNIA STATE LANDS COMMISSION 15 REQUIREING THE
MHW 1.402M CITY OF ENCINITAS. THE LESSEE, TO HAVE LOCATED THE MEAN HIGH WATER (MHW)
----- ^-- ^"� -0 �
LINE OF THE TIDE. THE LAND IN QUESTION,
TO BE LEASED, IS PESCRIBEP AS A 100
PROJECT OC FOOT STRIP' OF LAND, THE EASTERLY LINE BEGINNING AT CALIFORNIA STATE PLANE
LOCATION Pp�G --^'`' JJ THE PROCEDURE TO ESTABLISH THE LOCAL MLLW DATUM AND THE LOCAL MHW ELEVATION: COORDINATE NORTH 1974119 AND EAST 6236670 (BEING
A POINT ON THE MEAN HIGH
WATER LINE) AND NORTHERLY ALONG SAID MEAN HIGH WATER LINE 1,390 FEET
TO DETERMINE THE NAVD -88 ELEVATION IN TERMS OF MLLW AT THE OCEANSIDE TIPE STATION: BY STRAIGHT LINE INVERSE'., TIDE STATION THEREFROM.
NEWPORT BEACH IS 62.98KM FROM TIDF- STATION OCEANSIDE AND TIDE STATION OCEANSIPE IS 40.16KM FROM TIDE STATION LA JOLLA. USING
THE VALUES GIVEN ABOVE, A PROPORTIONAL VALUE OF 0.057M FOR NAVD -88 IN TERMS OF MLLW WAS DETERMINED AT TIDE STATION
OCEANSIDE. PROCEE OF WRVEY
® TO DETERMINE THE NAVP -88 ELEVATION IN TERMS OF MLLW AT BENCH MARK OC 145, LOCAL TO THE PROJECT: BY STRAIGHT LINE INVERSE, TIDE AFTER ESTABLISHING
THE HORIZONTAL AND VERTICAL DATUMS, THE BEACH
STATION OCEANSIDE IS 16.21KM FROM BENCH MARK OC 145 AND BENCH MARK OC 14515 24.47KM FROM TIDE STATION LA JOLLA. USING THE TOPOGRAPHY WAS COLLECTED
AS CROSS- SECTIONS AT A FIFTY (50) FOOT
VALUES GIVEN ABOVE, A PROPORTIONAL VALUE OF 0.057M FOR NAVD -88 IN TERMS OF MLLW WAS DETERMINED AT BENCH MARK OC 145. INTERVAL PURING A PERIOD OF THE
LOWER LOW TIPE.. A DIGITAL TERRAIN MODEL
HMIZON CAONTRO V IAI& RAM ADDITIONALLY, A PROPORTIONAL VALUE OF 1.404M WAS DETERMINED FOR THE LOCAL MEAN HIGH WATER ELEVATION, IN TERMS OF MLLW. WAS CREATED
FROM THESE CROSS - SECTION POINTS AND THE RESULTANT
USING THESE CALCULATED PROPORTIONAL VALUES, IT CAN BE DETERMINED THAT BENCH MARK OC 145 HAS AN ELEVATION OF 18.612M OR CONTOURS ARE SHOWN HEREON. THE
MEAN HIGH WATER (MHW) LINE WAS
NOT TO SCALE 61 .72FT IN TERMS OF MLLW. DETERMINED BY THE METHODS PRESENTED HEREON AND IS REPRESENTED BY A
THE MEAN HIGH WATER (MHW) ELEVATION OF 1.404M OR 4.61FT WAS USED TO ESTABLISH THE LINE PRESENTED HEREON. MEANDER LINE CONNECTING THE MHW ELEVATION
AT EVERY ALTERNATE
CROSS- SECTION OR APPROXIMATELY ONE- HUNPRED (100) FOOT LENGTHS.
5103 SP 0710 A MONUMENT SET BY OTHERS AND USED AS A TEMPORARY BENCH MARK TO CONTROL MONITORING OF BEACH SAND ON A
-�► -� SEMI - ANNUAL BASIS. IT IS NOT AN NGS RECOGNIZED POINT. PER ITS DESCRIPTION IN THE'LOCAL CONTROL POINTS' TABLE, IT OVERLOOKS THE
�oro BLUFF AND IS VISIBLE FROM MOST POINTS ON THE SHORLINE BELOW. THE ELEVATION OF SP 0170 WAS DETERMINED BY CLOSED LOOP BASIS OF BMARIN65
gyp„ DIFFERENTIAL LEVEL RUN FROM THE VALUES ESTABLSSHEP AT OC 145. NO SPECIFIC ORDER OF ACCURACY IS CLAIMED.
gAl' t BEARINGS AND COORDINATES SHOWN ON THIS MAP ARE IN TERMS OF
THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE YI (EPOCH
OC 145
C T 2002.00).
DISTANCES SHOWN HEREON ARE GRIP. TO OBTAIN GROUND DISTANCE,
N 06°57 *0311 w 154,,178.11' DIVIDE GRID DISTANCE BY THE COMBINATION FACTOR OF 0.999960745,
UBLISHEI) CONT FOINT US EP CALCULATED AT OC 145. HORIZONTAL DATUM WAS ESTABLSSHEP
PLO3 NAME NORTHING EASTING ELEV. REMARKS THROUGH STATIC GPS METHODS B Y THE CONTROL SCHEME SHOWN
ZLA1 2,532,021.32' 6,009,699.59' NGS PIP PF9223, LA WAA5 1 COBS ARP
HEREON.
/V �'`� 0 5103 1,895,871.28' 6,254,482.65' NGS PIP PE6603, SCRIPPS 3 COBS ARP
4 , PLO3 1,823,344.64' 6,256,058.12' NGS PIP AF9569, POINT LOMA 3 COBS ARP VERTlC* 1PATUM
V O � OC 145 61.72' NGS PIP DX1173, NAVD -88 ELY: 18.755M / 61.53FT ADJUSTED TO MLLW DATUM
UNLESS OTHERWISE NOTED, ALL ELEVATIONS AND CONTOURS LABELED
� ® LOCAL CONTROL FOINTS ESTAI3LISHEP AND SHOWN HEREON ARE IN TERMS OF MEAN LOWER LOW WATER (MLLW)
NAME NORTHING TIDAL EPOCH 1983 -2001
FASTING ELEV. REMARKS TO OBTAIN ELEVATIONS IN TERMS OF THE NORTH AMERICAN VERTICAL
try c�V 1 OC 145 1,975,396.91 ' 6,237,520.57' 61.72 i NGS PIP DX1173, NAVD -88 ELY: 16.755M / 61.53FT ADJUSTED TO MLLW DATUM DATUM
OF 1988 (NAVD -88), SUBTRACT 0.19 FEET FROM MLLW
SP 0710 1,975,109.31 6,236,576.01' 63.30 1 -3/4 , BRASS DISC SET IN AC RETAINING WALL AT BLUFFS EDGE, STAMPED SP 0710 ELEVATIONS.
p 9� ® e POINT A 1,973,906.86 6,236,633.45' 4.61' SOUTHERLY END OF MEAN HIGH WATER LINE SURVEYED VERTICAL DATUM WAS ESTABLISHEP BY
THE METHODS PESCRIBEP
POINT B 1,975,651.48' 6,236,333.56' 4.61' NORTHERLY END OF MEAN HIGH WATER LINE SURVEYED HEREON.
® , � , � NOTE: CITY SURVEYOR'S STATEMENT:
NO SPECIFIC FGCS ORDER OF ACCURACY WAS REQUIRED OR IS BEING CLAIMED FOR LOCAL CONTROL POINTS ESTABLSSHEP. THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION
z SP 0710 8766 OF THE PROFESSIONAL LAND SURVEYOR'S ACT THIS
N 02 ° 44'0 7 " E 1203.825 l 7 fh • PAY OF A 11 G U S T , 2004.
�� LAND
�
1'351 �
° ,550" w s l _ POINT A PHILIP J. GIiJRBINO L.5.4424 �ZF' J. GI �iQ�'Al�,
09
N HIGH COUNTY SURVEYOR � �`� �° °
•
LEASE COORDINAT EXP, 9 30 05 ��
N = 1,974,119 FT Q
ZLA1 E 6,23 NO 4
6,670 FT POINT A,� �
POINT B
MEAN HIGH HIGH WATER OF c
ELEVATION (461') _
6
SURVEYORSS TATEMENT:
5D 0710q 2 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY
:..
- 3 ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
ND
REQUIREMENTS OF THE PROFE SSIONAL LAND SURVEYOR'S �p L
LESLIE WITH THE CITY OF C
ENCINITAS ON APRIL 12,200+
:
6
__..
7
_. _ E
rte: 10 NO. 4
11
r S o �
ER, P .. ATED
. -
M REGISTRATION EX S 12/3100
_ Y R PIR
OF
14 .... ....... .
A , - - GORL�ER'S STATEMENT.
15 tt t1
- - FILE NO. 20 o T j -D7 q 7 � j
'f'
FILED HIS _��. DAY OF .2004
17
�.M., IN BOOK RECORD OF SURVEY
AT _
_ 5 O' CLOCK
MAPS AT PAGE 1� , AT THE REQUEST OF THE
CITY OF ENCINITAS.
FEE: $0.00
POINT B NO FEE REQUIRED PER
`® GOVERNMENT COPE SECTION 6103
GREGORY J. SMITH, COUNTY RECORDER
BY:
DEPUTY
RECORD OF SURVEY MAP N
CALIFORNIA COORDINATE INDEX (1927 DATUM) 334 -1671
ASSESSOR'S BOOK 216 PAGE 04 & BOOK 254 PAGE 43
I
I