HomeMy WebLinkAboutConstruction Plans - ALTA ACSM Land Title Survey 13 o Ut
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SW 1/4 SEC. 3 -T18N- -R4E
(BRASS DLUG IN PDX
PER HAMILTON ON COUN r
SURVEYOR'S RET_ER[NCE
TIES)
L
c
i
l 0)
I
1
N89'50'551
TRAFFIC SIGNAL LINE M.H.
U1VIJu1J 1Nu 1�`i
KIMBLEY PROCTOR
REBAR FOUND (0.2'N.
U.2'
s
89.67 (M)
FENCE
RIP -RAP
4 L()
SIGN
POLE
X:
R
ii
k
AREA
LfG T
�11Lii'f
H
TL H Y
METER
n
GR; SS
COR
(ON LINE)
NOTE: AT THE TIME OF SURVEY, THE MAJORITY OF
THE SITE WAS SNOW COVERED
SIGN POST
KIMBLEY PROCTOR
REBAR FOUND .9'S.
PHASE XX
INST. 0416701
GRAS
f2
k.
CONTROL
ON PA,
TRAFFIC
r h
M.H. SS
FENCE END: �Q
PAVEMENT EDGE
TRANS.
S89'50'55 "W
1\189'50'55"E
124.3'
DEED BEARING OR. DISTANCE
RECORD BEARING OR DISTANCE
MEASURED BEARING OR DISTANCE
PLAT ANC E OR DISTANCE
--AREA LIGHT
(TYPICAL)
GUARD
RAIL
STORM
INLET
TELE.
PED.
SIGN
STORM
M.H.
PHASE XIV
INST. 0412192
TELE.
323.85' (D) PED.
x x
N89'50'55 "E 234.19' (M)
SUBJECT PARCEL
2.162 f AC. (DEED)
1.260t AC. (LESS RAW)
MARATHON ASHAND PETROLEUM, LLC
INSTRUMENT #9809812751
GUARD
RAIL
ASPHALT
0
KIMBLEY PROCTOR
N REBAR FOUND (0.2' S.)
(DEDICATED R W)
MAPLES OF CARMEL
HORIZONTAL PROPERTY REGIME
CONCRETE
325.0' (D)
1
S89'50'55" W 5185.09' (M)
GRASS
ELEC.
METER
TELE.
TANK PANEL
VENTS
EAST 116TH STREET
1.3 1.3'
13.
FENCE
(2.2' N.)
GRASS ISLAND
1,31
PHASE X
INST. 04 -8329
6.0' TALL WOOD
PRIVACY FENCE
X x x x
OVERHEAD
UTILITY LINE
GAS
METER
O
58.1
ONE STORY
RIGHT -OF -WAY LINE PER STATE HIGHWAY
DEPARTMENT PLANS, PROJECT NO. S165 (13),
DATED FEB. 24, 1960
(ASPHALT)
PAVEMENT EDGE
MASONRY BLDG.
ELDG. HT. 15'±
42.8'
CONCRETE
BLDG. BLDG. OVERHANG
MONITORING WELL
(TYPICAL) o
ASPHALT
VERTICAL PIPE
(TYPICAL)
STORM
INLET
S89'5O'55" W
25.00
CONCRETE
MAG NAIL FOUND
(0.1'S. 0.1'W.)
LEGAL DESCRIPTION
KIMBLEY PROCTOR
REBAR FOUND (0.1' E.)
x x x
PHASE XII
INST. 0411384
i
i
GUY ql
WiRE I
II
UTILITY
POLE
o f
CD
COi
L.0
I
I
W
L °I
CD i
L o
O I
A o l
V) I
I
WATER
METER
GATE
35.4'
GRASS
CURB J
INLET
M.
CURB
INLET
STORMI
FENCE COR.
(3.4' N. 1.1'E.)
TELE.
MARK
x
X
X
X
X
X
X
X
X
xQ
CNJ
FENCE
1 2.7' E.
PHASE II
INST. 0315774
PHASE III
INST. 0316538
FENCE END
4.0' E.
WATER
HYD.
MAG NAIL
FOUND (0.1' S.)
589'50'55 "W 1263.95'
SOUTH LINE SE 1/4
MAPLES OF CARMEL
HORIZONTAL PROPERTY REGIME
SOUTHEAST CORNER
SE 1/4 SEC. 31 -T18N -R4E
(HARRISON MONUMENT
PER HAMILTON COUNTY
SURVEYOR'S REFERENCE
11ES)
(instrument #9809812751)
Part of the Southeast Quarter of Section 31, Township 18 North, Range 4 East, Hamilton County, Indiana, more particularly described as
follows:
Beginning at a point on the South line of said 1/ Section; distant 1263.95 feet, measured South 89 degrees 50 minutes 55 seconds West
along said South line from the Southeast corner of said 1 Section; running thence South 89 degrees 50 minutes 55 seconds West and
along said South line 325.0 feet to the center line of New State Road No. 431; thence North 0 degree 15 minutes 05 seconds West and
along said center line 39.10 feet to the P.C. of a curve to the right, said curve having a radius of 19098.91 feet and a delta angle of 5
degrees 35 minutes 30 seconds; thence northerly along said curve and along the center line of said Road 250.90 feet; thence North 89
degrees 50 minutes 55 seconds East parallel with the South line of said 1 ,4 Section 323.85 feet; thence South 0 degree 09 minutes 05
seconds East 290.00 feet to the point of beginning.
Surveyor's Report
1. In accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code "Rule 12 the following observations and opinions are submitted
regarding the various uncertainties in the locations of the lines and corners established this survey as a result of uncertainties reference monumentation;
record descriptions and plats; in lines of occupation; and as introduced by random errors in measurement "Theoretical Uncertainty There may be unwritten
rights associated with these uncertainties. The client should assume there is an amount of uncertainty along any line equal i~, magnitude to the discrepancy
the location of the lines of possession from the surveyed lines.
There may be differences of deed dimensions versus measured dimensions along the boundary lines shown hereon and, likewise, there may be found survey
markers near, but not precisely at, some boundary corners. In cases where the magnitude of these differences are less than the Theoretical Uncertainty stated
below, less than the Positional Tolerance (stated in the certification in the case of an ALTA /ACSM Land Title Survey), and less than the uncertainty identified
for the reference monumentation (discussed below), the differences may be considered ered insHni icant and are shown only for purposes of mathematical closure
Such differences that are greater than the Theoretical Uncertainty, Positional Tolerance and the uncertainty in reference monumentation should be considered
worthy of notice and are therefore discussed further below.
Unless otherwise noted or depicted hereon, there is no evidence of occupation along the perimeter lines of the subject track. All survey monuments seil or
found this survey are flush with existing grade unless otherwise noted.
If the surveyed tract is bounded on any side by a natural water boundary, it should be noted that such boundary is subject to change due to natural cause:
and it may or may not represent the actual limit of title.
The Theoretical Uncertainty (due to random errors in measurement) of the corners of the subject tract established this survey is within the specifications for ,a
Class B Survey (0. 25 feet) as defined in IAC 865.
The within retracement survey was commissioned by the client to locate and monument the li and corner of the
physical improvements thereon in accordance with the requirements of an ALTA /ACSM Land Title Survey.
The within retracement survey is located in the Southeast Quarter of Section 31, Township 18 North, Range 4 East in Hamilton County, Indiana.
The basis of bearing for the subject real estate is based upon the South line of the Southeast Quarter being South 89 degrees 50 minutes 55 seconds West
per the record deed
Certificate of Survey
ALTA /ACSM Land Title Survey
Bryan F. Catlin
Registered Land Surveyor #910012
February 24, 2004
00111i11111/1/0-4„ yr
No.
910012
SURN
STATE OF
/i,�illiNlthA
AREA MAP
(N.T.S.)
r
e, 'r Regime. There are no y
l estate an d to In a±
The section corners recovered this survey consisted of a Harrison monument at the southeast corner of the Southeo f Quarter end n brass pli ic; in a box a'
the southwest corner of the So thwest Quarter of Section 31. Both found rnonuments matched the Hamilton County Surveyor's reference ties for the corner.
The uncertainty associated with e position of these found monuments are negligible.
The south line of the record deed was established per said found section corner monuments. The west, north ond east. in linee established by record deed
geometry. The east right —of —way line of Keystone Avenue (U.S, 431) and the north right —of —way line of 116th Street were established per stationing denoted
on the State Highway Department Plans for Project Number 5165 (13) dated February 24, 1960.
The location of the lines and corners established per said right—of--way plans agreed well with a prior survey of the al G ;t sit:-, conducted by Kirnbley
Proctor, Inc. as Job #00130, dated August 28, 2001. All boundary monuments were found within 0,2 feet of their expected position. Therefore uncertainty due
to monumentation is 0.2 feet.
The north and east adjoining real estate is platted as Maples of Carmel being a Horizontal Prl overlaps associated with sal
adjoining plats creating no uncertainty in description.
There is a woven wire right—of--way fence along the west line of the subject real estate which varies from 2.9 feet west to 12.6 feet west of the surveyed line,
There is a 6 foot tail privacy fence along the north line of the subject real estate which varies from on line to 3.4 fee_ o the surveyed line, There is c
6 foot tall privacy fence along the east line of the subject real estate which varies from 1.1 foot east to 4.0 feet east of the surveyed line.
At the time of survey, the subject site was mostly snow covered.
2. The accuracy of any flood hazard data shown on this report is subject to map scale uncertainty and to any other uncerainty in location or elevation v >r
the referenced Flood Insurance Rate Map. The within described tract of and lies within Flood Hazard Zone C as said tract plots by scale on Community Panel
Number 180081 0008 C of the Flood Insurance Rate Maps for the City of Carmel, Hamilton County, Indiana (maps dated May 19, 1981).
3. Ownership information indicated hereon is as identified in County or Township records or on title work provided by others.
4. The subject tract is zoned B -3 Business per a telephone conversation with a representative of the Area Pan Commission of Carmel, Indiana on February
24, 2004. The setback requirements for B -3 zoning can be variable, transitional and subject to legal interpretation, therefore, setback lines are not depicted
hereon.
5. Evidence of source of title for the subject tract was provided in the form of Chicago Title Insurance Company, Commitment No. 000345139, dated
September 29, 2003. Some of the items disclosed in Schedule BII thereof may have been depicted on the survey and are identified by their recording data.
Should any additional items need to be depicted on the survey please advise and provide the oppropr mate documer
To: Paragon Consultants, LLC; Marathon Ashland Petroleum, LLC; Chicago Title insurance Company
This is to certify that this map or plat and the survey on which it is based were made in accordance wih "Minimum Standard Detail Requirements for
ALTA /ACSM Land Title Surveys, jointly established and adopted by ALTA, ACSM, AND NSPS in 1999 and includes It. 5 7 a t 11(a)
1 and It erne �t 8, 9, 10, 11(a? 15
of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and ACSM and in effect on he date of this certification, undersigned
further certifies that the Positional Uncertainties resulting from the survey measurements made on the survey do not e Yed the allowable Positional Tolerance.
To the best of my knowledge and belief the within plat also represents a survey made under my supervision in accordance wi_ i Title 865, Article 1, Chapter 12
of the Indiana Administrative Code. The field work for this survey was performed on February 10, 2.004,
111
11
Ni
Tr.
15'.. eatte
mANH
MANI f'i_E
ANOL'
AREA A tT
UTILITY POLE WITH GUY yrii ?1_.
Jil!. D n1 WITH
i r_t
,RAFE POLE
3
U
IUT r FDe ETAL.
i�
ELECTRIC METER
Z ELECTRIC ANSFOIMEI
CONDITIONING UNIT
41.1-UTILITY VALVE
HYDRANT
i61 WELL
-*4- WATER VALVE
P
METER
GAS
GAS ME ER
3
--tr- viGNS
poy
TREE, SHRIIH
E UNDrPr"P
SOIL BnP°N.Ir
OVERHEAD
:;.;EWER LINE
..A1 ,PGP3uNsD STORM E
UNDERGROUND SANITARY tic F
EDGE 'vF WOODS
-x__- -X-_- _x FENCE LINE
FLOW LINE
r HL S
A
6845 East U
Avon, IN 4£ i2J
Tal r, re 7 1 7
F 517.272.0412
wwvr.schneici r:;
i eeture
CIVI E, iciineering
"'ror
Ge Serer
ulider c�
L 71
ID F
piommi
l i,Ifr^
UNDER
I jr n C JUNP A
rig
eneterre
n Engineering
lViANn,`;
i PROJECT Pvo..
4912,0
CHECKED BY:
BFC
T 1
V) C
C
1 k` t
SW 1/4 SEC. 3 -T18N- -R4E
(BRASS DLUG IN PDX
PER HAMILTON ON COUN r
SURVEYOR'S RET_ER[NCE
TIES)
L
c
i
l 0)
I
1
N89'50'551
TRAFFIC SIGNAL LINE M.H.
U1VIJu1J 1Nu 1�`i
KIMBLEY PROCTOR
REBAR FOUND (0.2'N.
U.2'
s
89.67 (M)
FENCE
RIP -RAP
4 L()
SIGN
POLE
X:
R
ii
k
AREA
LfG T
�11Lii'f
H
TL H Y
METER
n
GR; SS
COR
(ON LINE)
NOTE: AT THE TIME OF SURVEY, THE MAJORITY OF
THE SITE WAS SNOW COVERED
SIGN POST
KIMBLEY PROCTOR
REBAR FOUND .9'S.
PHASE XX
INST. 0416701
GRAS
f2
k.
CONTROL
ON PA,
TRAFFIC
r h
M.H. SS
FENCE END: �Q
PAVEMENT EDGE
TRANS.
S89'50'55 "W
1\189'50'55"E
124.3'
DEED BEARING OR. DISTANCE
RECORD BEARING OR DISTANCE
MEASURED BEARING OR DISTANCE
PLAT ANC E OR DISTANCE
--AREA LIGHT
(TYPICAL)
GUARD
RAIL
STORM
INLET
TELE.
PED.
SIGN
STORM
M.H.
PHASE XIV
INST. 0412192
TELE.
323.85' (D) PED.
x x
N89'50'55 "E 234.19' (M)
SUBJECT PARCEL
2.162 f AC. (DEED)
1.260t AC. (LESS RAW)
MARATHON ASHAND PETROLEUM, LLC
INSTRUMENT #9809812751
GUARD
RAIL
ASPHALT
0
KIMBLEY PROCTOR
N REBAR FOUND (0.2' S.)
(DEDICATED R W)
MAPLES OF CARMEL
HORIZONTAL PROPERTY REGIME
CONCRETE
325.0' (D)
1
S89'50'55" W 5185.09' (M)
GRASS
ELEC.
METER
TELE.
TANK PANEL
VENTS
EAST 116TH STREET
1.3 1.3'
13.
FENCE
(2.2' N.)
GRASS ISLAND
1,31
PHASE X
INST. 04 -8329
6.0' TALL WOOD
PRIVACY FENCE
X x x x
OVERHEAD
UTILITY LINE
GAS
METER
O
58.1
ONE STORY
RIGHT -OF -WAY LINE PER STATE HIGHWAY
DEPARTMENT PLANS, PROJECT NO. S165 (13),
DATED FEB. 24, 1960
(ASPHALT)
PAVEMENT EDGE
MASONRY BLDG.
ELDG. HT. 15'±
42.8'
CONCRETE
BLDG. BLDG. OVERHANG
MONITORING WELL
(TYPICAL) o
ASPHALT
VERTICAL PIPE
(TYPICAL)
STORM
INLET
S89'5O'55" W
25.00
CONCRETE
MAG NAIL FOUND
(0.1'S. 0.1'W.)
LEGAL DESCRIPTION
KIMBLEY PROCTOR
REBAR FOUND (0.1' E.)
x x x
PHASE XII
INST. 0411384
i
i
GUY ql
WiRE I
II
UTILITY
POLE
o f
CD
COi
L.0
I
I
W
L °I
CD i
L o
O I
A o l
V) I
I
WATER
METER
GATE
35.4'
GRASS
CURB J
INLET
M.
CURB
INLET
STORMI
FENCE COR.
(3.4' N. 1.1'E.)
TELE.
MARK
x
X
X
X
X
X
X
X
X
xQ
CNJ
FENCE
1 2.7' E.
PHASE II
INST. 0315774
PHASE III
INST. 0316538
FENCE END
4.0' E.
WATER
HYD.
MAG NAIL
FOUND (0.1' S.)
589'50'55 "W 1263.95'
SOUTH LINE SE 1/4
MAPLES OF CARMEL
HORIZONTAL PROPERTY REGIME
SOUTHEAST CORNER
SE 1/4 SEC. 31 -T18N -R4E
(HARRISON MONUMENT
PER HAMILTON COUNTY
SURVEYOR'S REFERENCE
11ES)
(instrument #9809812751)
Part of the Southeast Quarter of Section 31, Township 18 North, Range 4 East, Hamilton County, Indiana, more particularly described as
follows:
Beginning at a point on the South line of said 1/ Section; distant 1263.95 feet, measured South 89 degrees 50 minutes 55 seconds West
along said South line from the Southeast corner of said 1 Section; running thence South 89 degrees 50 minutes 55 seconds West and
along said South line 325.0 feet to the center line of New State Road No. 431; thence North 0 degree 15 minutes 05 seconds West and
along said center line 39.10 feet to the P.C. of a curve to the right, said curve having a radius of 19098.91 feet and a delta angle of 5
degrees 35 minutes 30 seconds; thence northerly along said curve and along the center line of said Road 250.90 feet; thence North 89
degrees 50 minutes 55 seconds East parallel with the South line of said 1 ,4 Section 323.85 feet; thence South 0 degree 09 minutes 05
seconds East 290.00 feet to the point of beginning.
Surveyor's Report
1. In accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code "Rule 12 the following observations and opinions are submitted
regarding the various uncertainties in the locations of the lines and corners established this survey as a result of uncertainties reference monumentation;
record descriptions and plats; in lines of occupation; and as introduced by random errors in measurement "Theoretical Uncertainty There may be unwritten
rights associated with these uncertainties. The client should assume there is an amount of uncertainty along any line equal i~, magnitude to the discrepancy
the location of the lines of possession from the surveyed lines.
There may be differences of deed dimensions versus measured dimensions along the boundary lines shown hereon and, likewise, there may be found survey
markers near, but not precisely at, some boundary corners. In cases where the magnitude of these differences are less than the Theoretical Uncertainty stated
below, less than the Positional Tolerance (stated in the certification in the case of an ALTA /ACSM Land Title Survey), and less than the uncertainty identified
for the reference monumentation (discussed below), the differences may be considered ered insHni icant and are shown only for purposes of mathematical closure
Such differences that are greater than the Theoretical Uncertainty, Positional Tolerance and the uncertainty in reference monumentation should be considered
worthy of notice and are therefore discussed further below.
Unless otherwise noted or depicted hereon, there is no evidence of occupation along the perimeter lines of the subject track. All survey monuments seil or
found this survey are flush with existing grade unless otherwise noted.
If the surveyed tract is bounded on any side by a natural water boundary, it should be noted that such boundary is subject to change due to natural cause:
and it may or may not represent the actual limit of title.
The Theoretical Uncertainty (due to random errors in measurement) of the corners of the subject tract established this survey is within the specifications for ,a
Class B Survey (0. 25 feet) as defined in IAC 865.
The within retracement survey was commissioned by the client to locate and monument the li and corner of the
physical improvements thereon in accordance with the requirements of an ALTA /ACSM Land Title Survey.
The within retracement survey is located in the Southeast Quarter of Section 31, Township 18 North, Range 4 East in Hamilton County, Indiana.
The basis of bearing for the subject real estate is based upon the South line of the Southeast Quarter being South 89 degrees 50 minutes 55 seconds West
per the record deed
Certificate of Survey
ALTA /ACSM Land Title Survey
Bryan F. Catlin
Registered Land Surveyor #910012
February 24, 2004
00111i11111/1/0-4„ yr
No.
910012
SURN
STATE OF
/i,�illiNlthA
AREA MAP
(N.T.S.)
r
e, 'r Regime. There are no y
l estate an d to In a±
The section corners recovered this survey consisted of a Harrison monument at the southeast corner of the Southeo f Quarter end n brass pli ic; in a box a'
the southwest corner of the So thwest Quarter of Section 31. Both found rnonuments matched the Hamilton County Surveyor's reference ties for the corner.
The uncertainty associated with e position of these found monuments are negligible.
The south line of the record deed was established per said found section corner monuments. The west, north ond east. in linee established by record deed
geometry. The east right —of —way line of Keystone Avenue (U.S, 431) and the north right —of —way line of 116th Street were established per stationing denoted
on the State Highway Department Plans for Project Number 5165 (13) dated February 24, 1960.
The location of the lines and corners established per said right—of--way plans agreed well with a prior survey of the al G ;t sit:-, conducted by Kirnbley
Proctor, Inc. as Job #00130, dated August 28, 2001. All boundary monuments were found within 0,2 feet of their expected position. Therefore uncertainty due
to monumentation is 0.2 feet.
The north and east adjoining real estate is platted as Maples of Carmel being a Horizontal Prl overlaps associated with sal
adjoining plats creating no uncertainty in description.
There is a woven wire right—of--way fence along the west line of the subject real estate which varies from 2.9 feet west to 12.6 feet west of the surveyed line,
There is a 6 foot tail privacy fence along the north line of the subject real estate which varies from on line to 3.4 fee_ o the surveyed line, There is c
6 foot tall privacy fence along the east line of the subject real estate which varies from 1.1 foot east to 4.0 feet east of the surveyed line.
At the time of survey, the subject site was mostly snow covered.
2. The accuracy of any flood hazard data shown on this report is subject to map scale uncertainty and to any other uncerainty in location or elevation v >r
the referenced Flood Insurance Rate Map. The within described tract of and lies within Flood Hazard Zone C as said tract plots by scale on Community Panel
Number 180081 0008 C of the Flood Insurance Rate Maps for the City of Carmel, Hamilton County, Indiana (maps dated May 19, 1981).
3. Ownership information indicated hereon is as identified in County or Township records or on title work provided by others.
4. The subject tract is zoned B -3 Business per a telephone conversation with a representative of the Area Pan Commission of Carmel, Indiana on February
24, 2004. The setback requirements for B -3 zoning can be variable, transitional and subject to legal interpretation, therefore, setback lines are not depicted
hereon.
5. Evidence of source of title for the subject tract was provided in the form of Chicago Title Insurance Company, Commitment No. 000345139, dated
September 29, 2003. Some of the items disclosed in Schedule BII thereof may have been depicted on the survey and are identified by their recording data.
Should any additional items need to be depicted on the survey please advise and provide the oppropr mate documer
To: Paragon Consultants, LLC; Marathon Ashland Petroleum, LLC; Chicago Title insurance Company
This is to certify that this map or plat and the survey on which it is based were made in accordance wih "Minimum Standard Detail Requirements for
ALTA /ACSM Land Title Surveys, jointly established and adopted by ALTA, ACSM, AND NSPS in 1999 and includes It. 5 7 a t 11(a)
1 and It erne �t 8, 9, 10, 11(a? 15
of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and ACSM and in effect on he date of this certification, undersigned
further certifies that the Positional Uncertainties resulting from the survey measurements made on the survey do not e Yed the allowable Positional Tolerance.
To the best of my knowledge and belief the within plat also represents a survey made under my supervision in accordance wi_ i Title 865, Article 1, Chapter 12
of the Indiana Administrative Code. The field work for this survey was performed on February 10, 2.004,
111
11
Ni
Tr.
15'.. eatte
mANH
MANI f'i_E
ANOL'
AREA A tT
UTILITY POLE WITH GUY yrii ?1_.
Jil!. D n1 WITH
i r_t
,RAFE POLE
3
U
IUT r FDe ETAL.
i�
ELECTRIC METER
Z ELECTRIC ANSFOIMEI
CONDITIONING UNIT
41.1-UTILITY VALVE
HYDRANT
i61 WELL
-*4- WATER VALVE
P
METER
GAS
GAS ME ER
3
--tr- viGNS
poy
TREE, SHRIIH
E UNDrPr"P
SOIL BnP°N.Ir
OVERHEAD
:;.;EWER LINE
..A1 ,PGP3uNsD STORM E
UNDERGROUND SANITARY tic F
EDGE 'vF WOODS
-x__- -X-_- _x FENCE LINE
FLOW LINE
r HL S
A
6845 East U
Avon, IN 4£ i2J
Tal r, re 7 1 7
F 517.272.0412
wwvr.schneici r:;
i eeture
CIVI E, iciineering
"'ror
Ge Serer
ulider c�
L 71
ID F
piommi
l i,Ifr^
UNDER
I jr n C JUNP A
rig
eneterre
n Engineering
lViANn,`;
i PROJECT Pvo..
4912,0
CHECKED BY:
BFC
T 1