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LIFE TABLE
<br />Line #
<br />Length
<br />Directi )n
<br />L1
<br />12.04
<br />N8I' 1' 29.35"W
<br />L2
<br />L3
<br />18.76
<br />18.26
<br />N20` A' 20.80"W
<br />S82° '''-1 ' 59.35"E
<br />L4
<br />L5
<br />19.50
<br />2.71
<br />N80' ;3' 42.35"W
<br />S54' 6' 17.65"W
<br />L6
<br />80.95
<br />N9' 16' 17.651
<br />L7
<br />122.10
<br />N7' 49' 57.61 "E
<br />L8
<br />2.75
<br />N35' < 3' 42.35"W
<br />L9
<br />L10
<br />21.60
<br />21.03
<br />N80' a 3' 42.35"W
<br />S67' !,0' 44.62"W
<br />L11
<br />L12
<br />16.75
<br />17.01
<br />S82' :10' 04,381
<br />N7' 25' 07.17"E
<br />L 13
<br />12.48
<br />S82' ;14' 47.41 "E
<br />L14
<br />L15
<br />3.75
<br />15.23
<br />N51' .i9' 51.97"E
<br />N18' J2' 22.95"W
<br />L16
<br />L 17
<br />L 18
<br />30.49
<br />3.95
<br />14.00
<br />S9' 34' 13.55"W
<br />S80° :15' 46.45"E
<br />N 18' : i2' 22.95"W
<br />L19
<br />9.00
<br />N71° :?7' .37.05"E
<br />L20
<br />20,47
<br />S18' .52' 22,95"E
<br />L 21
<br />9.00
<br />N71' .?7' 37.05"E
<br />L22
<br />16.00
<br />S 18° . i2' 22.95"E
<br />L 23
<br />L24
<br />L25
<br />9.09
<br />2.77
<br />11.73 I
<br />N5° 05' 14.53"W
<br />N80' :1.5' 46.45"W
<br />S 18' . i2' 22.95"E
<br />LIME
<br />TABLE
<br />Line #
<br />Length
<br />Direction
<br />L26
<br />9.00
<br />S71'
<br />27'
<br />37.05"W
<br />L27
<br />30.61
<br />N80'
<br />25'
<br />46.45"W
<br />L28
<br />19.26
<br />N 18'
<br />32'
<br />22.95"W
<br />L29
<br />15.05
<br />S9'
<br />34'
<br />13.55"W
<br />L30
<br />44.91
<br />S80'
<br />25'
<br />46.45"E
<br />L31
<br />2.83
<br />N54'
<br />34'
<br />13.55"E
<br />L32
<br />9&00
<br />N80'
<br />25'
<br />46,45"W
<br />L33
<br />2,83
<br />N35°
<br />25'
<br />46.45"W
<br />L34
<br />49.00
<br />S9°
<br />34'
<br />13,55"W
<br />L35
<br />2.83
<br />S54°
<br />34'
<br />13.55"W
<br />L36
<br />37.81
<br />S80'
<br />25'
<br />46.45"E
<br />L 37
<br />19,63
<br />N9`
<br />34'
<br />18.00"E
<br />L38
<br />1.41
<br />N54'
<br />34'
<br />13,56"E
<br />L39
<br />24,87
<br />580'
<br />25'
<br />46.47"E
<br />L 40
<br />5,00
<br />S9'
<br />34'
<br />13.20"W
<br />L41
<br />100
<br />S80'
<br />27'
<br />16,45"E
<br />L42
<br />15,63
<br />S9'
<br />34'
<br />13.43"W
<br />L43
<br />31,31
<br />S80'
<br />25'
<br />46.45"E
<br />L44
<br />2,83
<br />S35'
<br />25'
<br />46.45"E
<br />L45
<br />49.00 1
<br />S9'
<br />34'
<br />1155"W
<br />CURVE TABLE
<br />Curve #
<br />Length
<br />Radius
<br />Delta
<br />Cl
<br />1.06
<br />1.00
<br />60.64
<br />C2
<br />6.51
<br />6,00
<br />62.14
<br />C3
<br />7.86
<br />3.00
<br />150.18
<br />C4
<br />1.57
<br />1.00
<br />90.17
<br />C5
<br />5.30
<br />2.00
<br />151,89
<br />C6
<br />4.71
<br />3.00
<br />90.00
<br />C7
<br />6,18
<br />3.00
<br />1 18.1 1
<br />C8
<br />4.12
<br />2.00
<br />1 18.1 1
<br />C9
<br />35,50
<br />27.00
<br />75,34
<br />CIO
<br />8.45
<br />3.00
<br />161.46
<br />C11
<br />4.50
<br />3.00
<br />85.96
<br />C12
<br />6.18
<br />100
<br />118.11
<br />C13
<br />5.30
<br />2,00
<br />151.89
<br />C 14
<br />7.85
<br />5.00
<br />90.00
<br />C15
<br />7,94
<br />5.00
<br />90,97
<br />C 16
<br />3.22 1
<br />5.00
<br />36.87
<br />THE CONTRACTOR SHALL PROTE 'IT AND
<br />PRESERVE
<br />FROM DAMAGE,
<br />INTERFERENCE AND
<br />DESTRUCTION ALL PRIVATE AND FPUBLIC
<br />PROPERTY
<br />ON OR IN THE
<br />VICINITY OF THE WORD. IF
<br />SUCH PROPERTY IS DAMAGED CR DESTROYED OR
<br />ITS USE INTERFERED WITH BY THE CONTRACTOR
<br />OR HIS OR HER AGENTS, IT SH %LL DE
<br />RESTORED
<br />IMMEDIATELY TO
<br />ITS FORMER CONDITION BY THE
<br />CONTRACTOR AT HIS OR HER E �'PENSE
<br />AND SUCH
<br />INTERFERENCE
<br />TERMINATED.
<br />EASEMENT N '
<br />THE LOCATION OF THE EASEMEOS SHOWN ON THIS SHEET SET WERE ADDED DATED ON THE
<br />INFORMATION INCLUDED IN THE TITLE REPORT UNDER FIRST AMERICAN TITLE INSURANCE
<br />COMPANY NO, NCS-1067959-0 f 1, DATED MAY 12, 2021. THESE EASEMENTS WERE NOTSURVEYED, THEREFORE UARGHAt EN CONSULTING ENGINEERS DOES NOT GUARANTEE THE
<br />ACCURACY OF EASEMENT LOCATIONS SHOWN ON THESE PLANS.
<br />UTILITY PROTECTIONNOTE.,
<br />APPROXIMATE LOCATION OF EX''STING UTILITIES ARE SHOWN ON THESE PLANS. CONTRACTOR TO
<br />COORDINATE WITH PURVEYORS ,AND USE EXTREME CAUTION WHEN EXCAVATING ON -SITE, UNTIL
<br />EXISTING GAS AND POWER SERVICE LOCATIONS ARE CONFIRMED. CONTRACTOR TO ORDER
<br />INDEPENDENT UTILITY LOCATES °(INCLUDING CAS AND POWER) FOR THE FULL SCOPE OF WORK
<br />PRIOR TO CONSTRUCTION OR A1IY GROUND DISTURBING ACTIVITIES,
<br />Am 1°29'56"
<br />R®5756.21'
<br />L=150.59'
<br />1 UTILITY EASEMENT
<br />NO. 200811250386
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<br />SEWER EASEMENT
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<br />PUBLIC TRANSPORTATION EASEMENT t 1 a
<br />NO, 200807250218
<br />" ry
<br />-0a� µ
<br />STREET EASEMENT t�-�.. q
<br />NO. 8806070036 R
<br />8806100156 _
<br />92052602308 66'. `
<br />� M1
<br />89.04' t
<br />PARALLELMEASUREMENT FROM SOUTH PROPERTY LINE TO FINISH MEASUREMENT FROM SOUTH PROPERTY LINE TO CENTER
<br />FACE OF BUILDING CORNERS. BUILDING IS PARALLEL
<br />SOUTH PROPERTY LINE. DIMENSIONS FROM SOUTHWEST TO SOUTH Pfir`
<br />PROPERTY CORNER ARE ONLY ACCURATE TO BUILDING PROPERTY CORNER ARE ONLY ACCURATE TO CENTER OF
<br />CORNERS AS SHOWN.
<br />- CANOPY
<br />UTILITY CONFLICT �,NOTB HORIZONTAL C-ONTROL NOTE -
<br />THE CONTRACTOR SHALL BE RE11PONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK, STRUCTURES, CONCRETE PADS
<br />OF ALL EXISTING UTILITIES WHET'IER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
<br />AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED
<br />CONSTRUCTIONUTILITIES AND SURVEYING THE H,)RIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS I
<br />FOR SURVEYOR. SURVEYOR SHALL S
<br />TAKE ALL -
<br />SHALL INCLUDE a 0 811 AND THEN POTHOLING ALL OF THE EXISTING
<br />PHYSICALLYUTILITIES AT LOCATIONS OF NEWiUTILITY CROSSINGS TO 'd OR NOT COORDINATEUSING
<br />GEOMETRY (RECTIFIED TO SITE CONTROL) CONTAINED IN CAD DRAWING FILES
<br />PROVIDED ■ ENGINEERS,
<br />RESPONSIBILITYCONFLICTS EXIST. LOCATIONS CF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON
<br />THE UNVERIFIED PUBLIC INFORM,MON AND ARE SUBJECT TO VARIATION, IF CONFLICTS SHOULO TO
<br />FILES
<br />OCCUR, THE CONTRACTOR SHALLNOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC, TO RESOLVE REFLECT N ANY ISSUED PLAN REVISIONS. BARGHAUSEN CONSULTING ENGINEERS SHALL
<br />ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. IMMEDIATELY BE NOTIFIED OF ANY ,
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<br />L44
<br />C 6
<br />L17
<br />A--L45
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<br />L18
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