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Home My WebLink AboutConstruction Plans - ALTA ACSM Land Title Survey 13 o Ut a EP )r i Eden a y o Cy i l o o E Carm�r el off a m f Oxf a E L i Ben} Shoshone Dr a c En a1 E Car el Dr \i' o E Car Dr I Statio II e t a0c oaks i a) 1 s i s t1 i 2 Medical 0 -o o I n `��S Y f: LA 1: C I o 1 c 16th •t w 1 1 t h St ii o i ;rt' n F, y 1 Q :-L? 0 3 I W e. 1 y Q ii W I 11 f r no r i 4 7 r 4`1 i k i 1 v� r.-__ 3 f- Woodland Dr 1 o o_ ann 7" Br:cn PI m •od Valle Dr v I Em il y way J °I U y II jj!hor C rte__ o m oodsh �e Valley Dr o g 5 rings C o v v I j t 0 e Ct i 1 __Fain rirl�. s v, R 1,., rya D: I ct I Brunswick Dr I I Whispe ing T: E 1011 Si Br i 110th St r o E 109th t 109th St o Hensel D� Chad ck Dr*% 11 �p I amiiton Ln _a -o y `f�� (I Valley nor I 17: 1 2 i sing St/ I 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