HomeMy WebLinkAbout14504; ROS 14504; ROS 14504; 01-0314S-04
REC~RD OF SURVEY MAP No. ' ,.
14504 . I
I
PROCEDURE FOR RETRACEMENT OF RAILROAD RIGHT OF WAY
FOUND ~ X ~ CONCRETE MONUMENT PER ----
ROS 12348 (~:;J37), MM 1525, AND
MAP 2743. AC 1-S POINT ON SOllTH-
WESTERLY RAILRON> RIGlff Of WAY. ,
.,.cF
~
1 11! 1 = -(j 36' 23.1"
J\;j J\;j
A • 14"42'51"(A • 14"42'39"
R • 1532.34' R • 1532.69'
L • 393.52' L • 393.52'
ROS 12348
I
FOUND 'r' PIPE WITH BRASS PIN CENTERED I~ CONCRETE PLUG
PER ROS 12348 {POINT f28), DOWN 1.8' BEl;.OW TRACKS.
ACCEPTED 1-S STATION 2364+30.0 E.C. OF THE ORIGINAL
CALIFORNIA SOUTHERN MAINUN:./ '
<tP' /; Cf 1~i✓ /i kf:> '.'Jo ~-~ ~' ,..x-:,,' Y,;, r,s ~ 'l,"'.,o/ ·"" ~c,-, ,c" 4., (b"
_,.,n-'"($? ~,§> ~ ~~ 6..,~
A • 1712'0'i (A • 1712' ) R • 1432)34' D • 4"
L • 430.03' R • 1432.39' CALC.
1 L • 430.0' STATIONING
I
SOUTHERN MAINLINE. ~
FOUND 'r' PIPE WITH BRI-SS PIN CENTERED IN CONCRETE
PLUG, ~ 3' PER ROS 12348 (POINT f29). ACCEPTED
AS STATION! 2360+00 B.C. Of THE ORIGINAL CALIFORNIA
N3707'33"W 56\17' TIE LINE ONLY
THE OLD CALIFORNIA SOllTHERN MAINLINE IS ESTIMATED TO BE
UNDER 6' II Of FlLL IN THIS AREA. ANY POSSIBLE MONUMENTS
AT THESE CURVE POINTS WERE NOT SEARCHED FOR.
FOUND CONCRETE MONUMENT WITH COPPER WIRE
IN CENTER DOWN 2.8' PER ROS 12348 (POINT f31 ).
FOUND T-RAIL PER A. T . .t: S.F. CARLSBAD STATION
PLAT LEANING OVER MONUMENT.
'! GROUND DIST. -= GRID DISTANCE FOUND TAG STAMPED "SINCE!< LS 4391" SET IN A CONCRETE ,
VICINITY MAP
NOT TO SCALE
0.99996261
AT STATION 229-0 ACCEPTED 1-S BEING OVER CONCRETE BLOCK WITH COPPER , PATCH IN THE AC PAVING PER ROS 12348 (POINT f3), •\'
CENTER PER MAP 1722 AND ROS 12348. SEE STONE MONUMENT •' 8EE SIIEET 2 FOR IIORE DETAL OF THIS AREA
N
GRAPHIC SCALE
PER MAP 1722 AND THE A. T.& S.F. CARLSBAD STATION PLAT,' :'\
A COPY Of WHICH IS ON FILE IN THE SAN DIEGO COUNTY
SURVEY RECORDS OFFICE. HEI.D DISTANCE OUT Of 129.35' ~ i
FROM ORIGINAL MAIN TRACK SHOWN ON A. T • .t:S.F. STATION
PLAT TO ESTABLISH THE TANGENT Of THE ORIGINAL
CALIFORNIA SOUTHERN RIGlff Of WAY.
SET ·s.D.CO. ENGR." TAG WITH EPOXY
ON TOP OF A FOUND T-RAIL 0.6'
:l50 1110 1000 IIIOO BELOW SURFACE OF AC PAVING.
1 __ 1 l __ ____,I
(INnrI')
1 Inch • 500 ft.
NOTES
THE INTEREST IN THE PROPERTY SHOWN HEREON IS VESTED IN THE NORTH COUNTY
TRANSIT DISTRICT, A PUBUC AGENCY AND 1-S SUCH IS EXEMPT FROM HAVING TO FILE
A PARCEL MAP UNDER SECTION 86428 (a) (2) OF THE SUBDMSION MAP.
THE STATIONING INDICATED HEREON FOR THE CENTERLINE Of THE RAILRCW> RIGlff Of
WAY IS THE STATIONING SHOWN ON THE PLAT OF THE CALIFORNIA SOUTHERN RAIL.ROAD
RIGHT Of WAY 0.-.TED 2/19/1881. THE STATIONING INDICATED ON SHEET 2 FOR STATE
STREET IS PER CITY Of CARLSBAD F1ELDBOOK 12 PAGE 21. FOUND: 1 1/4" PIPE AND TAG STAMPED
J\;j J-\ p
ATTENTION IS DRAWN TO LARGE DISCREPANCY IN THE CENTRAL. ANGLE FOR THE CURVE
BETWEEN STATIONS 2353+50 B.C. AND 2357+50 E.C. ON THE OLD CALIFORNIA SOUTHERN
MAINLINE. THIS SURVEY REESTABLISHES THE CURVE WITH A CENTRAL ANGLE
APPROXIMATELY 4 ARC MINUTES LESS TI-Wj THE 24 DEGREE CENTRAL. ANGLE INDICATED
ON THE PLAT Of THE CALIFORNIA SOUTHERN RIGlff OF WAY MTED 2/19/1881. THE
DIFFERENCE IN CENTRAL. ANGLES FOR THE TWO REVERSING CURVES CALCULATED PER THE
PLAT IS 6 DEGREES, 48 MINUTES, THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
COMPANY ACQUIRED THE RIGlff Of WAY FROM THE SUCCESSOR Of THE CALIFORNIA
SOUTHERN RAILWAY COMPANY AND IN 1909 REALIGNED PARTS OF THE MAINLINE. THE TWO
REVERSING CURVES RETRACED ON THIS SURVEY WERE ELIMINATED AND A SINGLE SIMPLE
CURVE WITH A CENTRAL. ANGLE Of 6 DEGREES 42 MINUTES Wl-5 ESTABLISHED BETWEEN
THE TANGENTS. IN 1942, THE CURVE Wl-5 REALIGNED AGAIN AND SPIRAL TRANSmONS
WERE ADDED. AN A.T.& S.F. PLAT TITl.fD "STATION MAP CARLSBAD, CA. C.E. 255550
SHEET 1 Of 1• INDICATES A TOTAL CENTRAL ANGLE FOR THE CENTRAL. CURVE AND
SPIRAL TRANSITIONS Of 6 DEGREES 44 MINUTES. THIS MATCHES THE DIFFERENCE IN
TANGENT BEARINGS Of 6 DEGREES, 44 MINUTES, 03 SECONDS 1-S ESTABLISHED HEREON.
IT IS THIS SURVEYOR'S OPINION THAT THE DISCREPANCY OF O DEGREES, 3 MINUTES
AND 57 SECONDS IS DUE TO THE LIMITATIONS IN SURVEYING AND CALCULATION
EQUIPMENT Of THE 1880'• CALIFORNIA SOllTHERN RAILWAY ORIGINAL SURVEY AND
THAT THIS SURVEY HAS REESTABLISHED THE CALIFORNIA SOUTHERN RAILRCW> RIGHT
Of WAY IN ITS ORIGINAL POSmON.
THIS SURVEY CALCULATES RAIL.ROAD RIGlff Of WAY CURVE RADII BASED UPON THE
DEGREE Of CURVATURE INDICATED ON THE RIGlff Of WAY PLAT FOR THE CALIFORNIA
$0UTH£RN RAIL.ROAD, AND A DEFINIT,ION FOR DEGREE Of CURVATURE BASED UPON 100'
Of ARC LENGTH. THIS METHOO PROVIDES FOR AN EXACT RELATIONSHIP BETWEEN THE
THREE CURVE ·ELEMENTS INDICATED ON THE CALIFORNIA SOllTHERN PLAT; DEGREE OF
CURVATURE, CENTRAL ANGLE, AND ARC LENGTH 1-S INDICATED . BY THE STATIONING.
QUOTED MN'S MAY HAVE USED A DEFINITION FOR DEGREE Of CURVATURE BASED UPON
100' Of CHORD LENGTH.
LS 43,8 PER ROS 11309. --=--~:--::::11""--
~55"58' 1 TE 357.11' --::-:-:-===::==:::;::::::~~ (~55"26'4'r'E 357.13' ROS 11309 S55"58'55"W
• _r10 \
.,,, 9309 '\,
\
FO~JND 'r' IRON PIPE WITH NAIL IN CONCRETE CENTER
PE~ ROS 9309, AT MILEPOST 230, DOWN 1.3' BELOW THE
~KS. ACCEPTED 1-S A POINT ON THE CENTERLINE OF
RAILROAD RIGlff Of WAY. TAG IN TIE PER ROS 9309 NOT
FO!JND. IT Wl-5 PROBABLY DESTROYED IN 1991 WHEN
RAILROAD RAILS AND TIES WERE REPLACED. SET A 'r'
DIAMETER ·s.D.CO. ENGR." TAG ON A TIE ABOVE THE PIPE. i
\
,p'b.
.0
NCTD CONTROL MONUMENT 230-0
N 2000147.12
E 15227317.85
100.22'
S20'14'1'r'E 120.13' TIE LINE ONLY ..----
SEE 81&1 I ~/\ /
IIORE DEY AL OF
Tll8 AREA vv·4i \ rtb"''ZJ,~ \:l .. ~
~-.,_f5~ ,.,.ct,-r ~~ J
/
SHEET 1 OF 3 SHEETS
RECORD OF SURVEY
OF
A PORTION Of THAT CERTAIN 200 FOOT RIGHT OF WAY OF THE NORTH COUNTY
TRANSIT DISTRICT AS GRANTED TO THE CALIFORNIA SOUTHERN RAILWAY COMPANY
UNDER THE PROVISIONS OF THE ACT OF CONGRESS OF MARCH 3, 1875 (18 STAT.
482) ENTITLED • AN ACT GRANTING TO RAILROADS THE RIGHT OF WAY THROUGH THE
PUBLIC LANDS OF THE UNITED STATES" AND SHOWN ON THE MAP Of SAID RIGHT OF
WAY FILED IN THE UNITED STATES LAND omcE, LOS ANGELES, CALIFORNIA, MARCH 14,
1881 AND APPROVED BY THE SECRETARY OF THE INTERIOR, MAY 12, 1881, LYING
WITHIN SECTIONS: 1 TOWNSHIP 12 SOUTH, RANGE 5 WEST, SAN BERNARDINO MERIDIAN
(S.B.M.); SECTION 6, TOWNSHIP 12 SOUTH, RANGE 4 WEST, S.B.M.; SECTION 7,
TOWNSHIP 12 SOUTH RANGE 4 WEST, S.B.M.. SAID RIGHT OF WAY BEING LOCATED IN
THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
BASIS OF BEARINGS
THE BASIS Of BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM,
ZONE 6, 1983 DATUM, ~ DETERMINED LOCALLY BY THE GRID BEARING BETWEEN
STATION 230-0 AND STATION 229-0, LISTED IN THE SAN DIEGO COUNTY HORIZONTAL
CONTROL UST, I.E. N35" 14' .J.t.•w. BEARINGS AND DISTANCES SHOWN HEREON
ARE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM, QUOTED BEARINGS AND
DISTANCES MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM.
LEGEND
• -FOUND POINT ~ NOTED.
,&. -= FOUND 'l' PIPE AND 'l' B~S DISK STAMPED • NCTD RCE 27616",
HORIZONTAL CONTROL MONUMENT PER A 1989 GPS SURVEY BY ~ER
ENGINEERING FOR THE NORTH COUNTY TRANSIT DISTRICT. SEE ALSO
SAN DIEGO COUNTY SURVEYOR FIELDBOOK SP241 PAGE 75.
Q -SET 'l' DIAMETER BY 24" LONG IRON PIPE WITH •s.D.CO. ENGR.• TAG
IN CONCRETE CORE, UNLESS OTHERWISE NOTED.
NCTD -= NORTH COUNTY TRANSIT DISTRICT.
CITY -= DATA PER CITY OF CARLSBAD FIELDBOOKS. SEE BOOK 11 P.'.GE 38,
BOOK 23 PAGE 73, AND BOOK 12 P.'.GE 21.
{ ) -RECORD DATA PER A. T.&:S.F. RIGHT OF WAY PLAT, UNLESS OTHERWISE NOTED.
SURVEYOR'S STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION
IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYOR'S ACT AT THE
REQUEST OF THE COUNTY SURVEYOR, COUNTY OF SAN DIEGO FROM OCTOBER, 1990
TO NOVEMBER 1993.
ROSS W. CARLSON, LS. 4963
LAND SURVEYOR
DEPARTMENT OF PUBLIC WORKS
COUNTY OF SAN DIEGO
Q.o tAl{],lanJ
COUNTY SURVEYOR'S STATEMEN
THIS MAP ~ BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 Of THE LAND
SURVEYOR'S ACT THIS /,3 Z-~, DAY OF A PB II , 1994.
TOM GARIBAY
RCE 22989
COUNTY SURVEYOR
COUNTY OF SAN DIEGO
BY:~~
PHILIP J. GIURBlNO, LS. 4424
DEPUTY
. RECORDER'S STATEMENT
FILE NUMBER ~iq4:-02'-/7f.Jt/ .
FILED THIS _..__.____ DAY OF /rf I IL , 1994, AT~ O'CLOCK e.M.
IN BOOK OF RECORD OF SURVEY MAPS AT PAGE I '{So AT THE REQUEST
OF THE SAN DIEGO COUNTY SURVEYOR.
FEE: 19 .00 Rf
1.00 MF
GREGORY J. SMITH
COUNTY RECORDER/ CLERK
COUNTY O SAN DIEGO
CALIFORNIA COORDINATE INDEX (1927 DATUM) 362-1659
14504
RECORD ·OF SURVEY MAP No. 14504
12+00 STATE ST.
1 -= -0-36' 23. 1·
GROUND DIST. -GRID DISTANCE
0.99996261
AT STATION 229-0
NOTE: THE DISTANCES INDICATED HEREON ARE GRID DISTANCES.
QUOTED DISTANCES MAY OR MAY NOT BE GRID DISTANCES.
GRAPHIC SCALE
j~j--j __ __.i
(INPUT)
1 mch -100 ft.
FOUND NAIL DOWN 0.1 O' IN /IC PAI/ING
BEARING NOT MEASURED
FOUND PLUG WITH PUNCH MARK IN
CENTER OF CURB RETURN. SEE PER CITY FB 12 PAGE 21. USED FOR LINE
OF STATE STREET.
S34"01 '17"E
SPl<E PER Cl'TY FB 23 PAGE 73.
795.82'
STATE ST.
I
FOUND I NAIL IN A PATCH IN THE PAVEMENT.
SEE SPIKE PER PM 1339. USED 1'S A
TRAVERSE POINT. NO ATTEMPT W>S MADE TO
DETER~INE CENTERLINE HERE.
S34"00'39"E 754.88' TIE LINE
MADISON AYE.
FOUND 4 CONCRETE NAILS 1'S SWING
TIES. THE INTERSECTION FAU.S ON
A MANHOLE. NO RECORD. SEE ROS
14151. SWING TIES PER CITY FB 15
PAGE 16 NOT FOUND.
FOUND 4 SMALL PK NAILS 1'S SWING
TIES. THE INTERSECTION FAU.S ON
A MANHOLE. NO RECORD. SEE ROS
14151. SWING TIES PER CITY FB 23
AND 15 NOT FOUND.
------
IIOOSEYEL T ST.
JP J\JJ -J f') f') 9 0 '~, '-' Fi OS u \
J\JJJ\P
FOUND NAIL WITH • L" STAMPED IN HEAD
IN ; THE CENTER OF CURB RETURN. SEE
Sf>IKE PER Cl'TY FB 23 PAGE 73. ·
'.),' ..... ,
I
FOUND LEAD AND TAG STAMPED
.,.t'\ • LS 2717" SET IN THE SIDEWALK
<}' PER PM 1339.
153.79'
-J722
FOUND 18P NAIL ON SURF/ICE OF /IC PAVING
S00'52'53"W 0.07' FROM INTERSECTION.
SPIKE AND SHINER PER CITY .------~
FB 12 PAGE 21 NOT FOUND. .,__ ___ __,
FOUND LEAD AND TAG STAMPED
• LS 2832" AT THE BACK OF
SIDEWALK PER Cl'TY OF CARLSIWl
FJELD800t( 11 PAGE 38.
-------------------------------------_-_-_-_-_ -_;;;,.__----,-----'l... ___ _ 19+95,99 STATE ST.
A
~ti
~~ c ✓ f1/~
~
FOUND RUSTY NAIL ON SURF/ICE. SEE SPIKE IAND SHINER
PER CITY FB 12 PAGE 21. /ICCEPTED 1'S CEl';(TERUNE OF
STATE STREET AND USED TO PROPORTION THE INTERSECTION
WITH GRAND AVE. REPLACED WITH BOAT SPIKE AND WASHER
STAMPED • SD CO ENG 19+95.99". '
S34"01'05"E 1222.51' (N34"33'W 1205.16' CALC'D PER DEED 83-449256)
I
BUILDING FOOTPRINT OF
BAUER LUMBER OFFICE.
2353+50 B.C. ORIGINAL CALIFORNIA SOUTHERN RAILWAY MAINLINE
NOTHING FOUND. NOTHING SET.
S 34"01 '05' E 949.98' (950.00' OROUND DISTN"CE)
809.16'
SfT ~ LfCZND O.Cii" llnOW TOf' O'f AC ~
S 34"01 '05" E 592.99'
g WA81■1GITON A YL
58'22"W 32.00'
g
g
l __ i.._-t-_~~:N:CTD=~C:O:NTR;O;L;M;ON;U~ME:NT:22:9:-:0:~i~-~7~::':2
_
5
:·
4
:
2
•~: ,390.25'
S.,.,.45•45"E •'" ROS ,2348) 3(.' PIPE u,D T•,.. -•.,PED ...,, ~.., ,390...... FOUND ,. ,.,., ,,.,.,. ~,,_
(H41"55'4L., "LS 4391 AT THE MOST NOTHERLY CORNER
SET "S.D.CO. ENGR." TAG WITH EPOXY
~IUUOIU TAG STAMPED •s,NCEI( LS 4391• ON TOP OF A FOUND T-RAIL DOWN 0.6'
SET IN A CONCRETE PATCH IN THE /IC IN A.C. PAVING. T-RAIL IS PER A. T.ct S.F.
PAVING PER ROS 12348 (POINT 13). CARLSBAD STATION PLAT.
USED TO ESTABUSH LI£ OF DE!o
PER BOOK 476 PAGE 243 OF DEEDS. -(f_
l).. -23"56'1<1"
R -954.89'
L • 398.92'
FOUND 3/4" PIPE AND TAG STAMPED
"LS 4391" AT SOUTHEAST CORNER OF
LOT 183, MAP 2037 PER ROS 12348.
J\JJJ\P
OF LOT 197, MAP 2037 PER ROS 12348.
2037
FOUND 3/ ~ PIPE AND TAG STAMPED
"SINCEK LS 4391" PER ROS 12348.
FOUND T-RAIL (POINT l30 PER
ROS 12348) ALONGSID
FOUND; CONCRETE MONUMENT WITH COPPER WIRE IN
CENTER DOWN 2.8' PER ROS 12348 (POINT #31).
FOUND' T-RAIL PER A.T.ct S.F. CARLSIWl STA"noN
PLAT 1.£ANING OYER MONUMENT. I
FOUND TAG STAMPED "LS 4388" SET
ON STONE 0.7' BELOW PAVEMENT
PER CR 7297. 1'CCEPTED 1'S DRILLED
STONE MONUMENT PER MAP 1861.
w z :J
~I
io ,.._
ai ,.._
I')
w ,.,
N
io II') ro II') zl
~I
w i=
io -~
J: ;,;
io
~I II')
Cl)
Ill > C
i C a: C,
50' 50'
. -io a,
oi ,.._ I')
= 1g N -a,
C
I J: ~ C ;i I ro II') II)
SHEET 2 OF
DETAIL NOT TO SCALE
I
\
.____\
\
N35"14'o<:f'W 84.98'
ROS 12348) /
N34"01 '05"W /
-I CENTERLINE OF 200' WIDE
RAILROAD RIGKr OF WAY. 1
FOUND TAG STAMPED "SINCEK LS 4391"
SET IN A CONCRETE PATCH IN THE /IC
PAVING PER ROS 12348 (POINT 13).
USED TO ESTABLISH LINE OF oEtD
PER BOOK 476 PAGE 243 OF DEEDS.
FOUND CONCRETE MONUMENT WITH COPPER WIRE IN
CENTER DOWN 2.8' PER ROS 12348 (POINT 131).
FOUND T-RAIL PER A. T.ct S.F. CARLSBAD STATION
PLAT LEANING OVER MONUMENT. ~ NORTH LINE OF THE SE 1 / 4 OF
"SECTION 1, n2s R5W PER MAP n5
FOUND CHISELED "-,(' IN THE TOP OF
CURB AT THE MIDDLE OF A WHEEL
CHAIR RAMP. SEE CHISELED "-,(' IN
CURB PER ROS 10284 ANO ROS 9184.
27+50.75 INT. STATE ST. AND GRANO AVE.
NOTHING FOUND. NOTHING SET.
INTERSECTION ESTABLISHED AT PROPORTIONATE
DISTANCE ALONG STATE STREET USING FOUND
POINTS AT STATIONS 29+00 ANO 19+95.99.
J\JJJ\P
FOUND T-RAIL PER A.T.ct S.F. CARLS8AO
STATION PLAT OO'#N 1.8'.
......__ ----
775
I J\;j J-\ p
11 i .____I __ I _I_
!i
= C C,
Ii
8TATE 8T
FOUND 3/~ PIPE ANO PlAS'TIC
CN> STAMPED •LS 4639" PER
ROS 10284. NOT ACCEPIED.
8 g
S34"01'05'E k t -----.-90-.25' ------. -=--9 40.02 -___ 2_7_1-.84-. ----,-
FOUND 3/ ~ PIPE WITH NAIL IN CONCRETE CENTER
PER ROS 10264 DOWN 0.3' IN /IC PAVING.
ROS
I: a,
FOUND PK NAIL MO TIN DOWN 0.2'
IN /IC PAVING. NOT ~IED.
SEE CUP TACK S1RADDL£RS PER
ROS 9536 ANO PM 2889.
8
8 ...
FOUND ~ IRON PIPE WITH NAIL IN CONCRETE
. • ci
CENTER PER ROS 9309, ROS 10284 ANO PM 12335
DOWN 1.0' BELOW THE TRACl<S. SEE P.S,. 2331+10.54
(BEGIN SPIRAL TRANSmON) ON A.T.ct s.r. CARLSBAD STATION PLAT. NOT ACCEPIED 1'S BEING
ON CENTERLINE OF RAILRCW> RlCHT OF WAY.
8AIIFIILD A YE.
I.
I ~,
0)
~ <
t§
0 ...J ~ ::c
14S-o4
RECORD OF SURVEY MAP No. . . I
58.03'
SUPPLEMENT AL INFORMATION
NOTE: THE TIES SHOWN ON THIS SHEET WERE MADE TO
SHOW THAT THIS SOUTHERLY END OF THE RAILROAD
RIGHT OF WAY TANGENT CONCERNED ON THIS SURVEY
IS SUBSTANTIALLY IN THE SAME POSITION AS IT WAS
IN 1915 WHEN MAP 1681 WAS SURVEYED.
'1 --0-36' 01. 1"
GROUND DIST. -GRID DISTANCE
0.99996267
AT STATION 230-0
NOTE: THE DISTANCES INDICATED HEREON ARE GRID DISTANCES.
QUOTED DISTANCES MAY OR MAY NOT 8£ GRID DISTANCES.
GRAPHIC SCALE
11) 40
I I
(INl"'DT)
1 Inch • 40 fl.
FOUND 2" IRON PIPE WITH NAIL IN CONCRETE CENTER PER
ROS 9309, AT MILEPOST 230, DOWN 1.3' BELOW THE TRACKS.
ACCEPTED AS A POINT ON THE CENTERLINE OF RAILROAD RIGHT
OF WAY. TAG IN TIE PER ROS 9309 NOT FOUND. IT WAS
PROBABLY DESTROYED IN 1991 WHEN RAILROAD RAILS AND
TIES WERE REPLACED. SET A 2· DIAMETER ·s.o.co. ENGR."
TAG ON A TIE ABOVE THE PIPE.
CENTERLINE OF RAILROAD RIGHT OF WAY
N34 "01 '05"W
0 0
ci 0 ...
J\;J )-\ p
363.43' --s20..,,,,.--
~12·t----f
120.13• ----
"Tit LINt --~ ONLy
NCTD CONTROL MONUMENT 230-0
b 0
ci 0 ....
FOUND T-RAIL PER RS 1169, MAP 3613, AND PM 7248
LEANING NORTHEASTERLY, EXTENDING APPROXIMATELY
2' ABOVE GROUND. MEASURE IS TO TOP CENTER. .
9825
,......,
Cl
< '' Q::"-'
----L.J
Wo I I{) :g + • I') co 0) !'°>N
I{) N
I{) z
NORTHERLY EDGE OF TAMARACK
AVENUE PER MAP 1681.
6. = 01-06'29"
R = 5629.37'
L = 108.87'
(
6. = 01 "06'29") R == 5629.65'
L = 108.87'
MAP 1681
JO'
FOUND 2" PIPE AND TAG
ST AMPED RCE 19335
S31"03'36"E
30.04'
PER MAP 9825. ,......,
io
(0 .-
... 0 Q. ,......, ~ 0 < Cl ,..._ . :f <
NO ~ • 0 •
N .-g W. ~ ci ~~
6. = 01 "06'29" Ill o r, oi
R = 5729.36' --: I-::, ~~ •
L= 110.80' -~
~"" 01-0-1'-51-,.-~--6. IC 00•40•31•
R = 5729.36' _,/ I""--R -= 5729.36'
L -= 103.09' ,...... L -= 67.52'
Cl < Q:: -....,
~'i:o I I'") •· 0 .... • 0 ,..._ ....
!O ,t-
i{)
(/)
FOUND T-RAIL PER RS 1169 LEANING BADLY
TO THE WEST, EXTENDING 2. 1' ABOVE GROUND.
MEASURE IS TO TOP CENTER .
SHEET
-J 7
3 OF 3 SHEETS
-J 6
FOUND 2 1/2" PIPE AND TAG
-I r' Ju -I;! J --.i'
LS 2789 PER MAP 4751.
USED TO ESTABLISH LINE
OF TAMARACK AVE. PER
MAP 1681. /
FOUND 3/4" PIPE AND TAG
STAMPED LS 2940. NO
RECORD. USED FOR LINE
OF HIBISCUS CIRCLE.
J\JJJ-\ p 1} 7 5-J
2 -4
FOUND 2 1 /2" OPEN PIPE AT ANGLE POINT
IN LOT 1, MAP 4751. ACCEPTED AS 2 1/2"
PIPE AND TAG LS 2789 PER MAP 4751.
POSITION OF CONCRETE MONUMENT WITH
COPPER WIRE PER MAP 1681 CALCULATED
FROM TIES SHOWN ON MAP 4751.
FOUND T-RAIL SET VERTICAL, EXTENDING
1.5' ABOVE GROUND. SEE "MARKED RAIL"
PER ROS 842 .
b 0
ci I{)
·o
0
ci IO
LR == 5729.36' __ <GR_ID_) --
(
6 -= 03"30'00" ) D -= 1•
R -= 5729.58' CALC.
L -= 350.0' STATIONING
~NOTE: FOUND 5' SECTION OFT-RAIL, TOP 2' PAINTED
WHITE IN A SIMILAR MANNER AS OTHER FOUND T-RAJLS,
LYING LOOSE ON THE GROUND IN THIS VICINITY. T-RAIL
WAS PROBABLY REMOVED DURING RECENTLY COMPLETED
ROAD AND UTILITY IMPROVEMENTS.