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<br />SECTION 1405-202
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<br />12.00'
<br />20.001
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<br />FL D ZONE Y
<br />-T
<br />W BUILDING SETBACK
<br />16 BUFFER
<br />143.14,
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<br />IV,
<br />i41268 SF 00;
<br />FFE: q8.00'
<br />�7f, l I I fr ' " • I I ;V
<br />I STORY RESTAURANT h;
<br />4
<br />@ V41TH DRIVE-THRU
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<br />(TYp)
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<br />12.0o, Cab
<br />12.001
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<br />lb
<br />rllQ
<br />/0
<br />04
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<br />q.00,
<br />(TYp)
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<br />55.25' STAKING NOTES
<br />I. ALL RADII ARE 3.0' UNLE55 OTHERWISE NOTED.
<br />Z
<br />(;n
<br />j -4 2. ALL DIMENSIONS ARE MEASURED TO FACE OF CURB UNLESS OTHERWISE NOTED.
<br />............. . 3. SEE SHEET C01.1 FOR GENERAL NOTES.
<br />......................... --- - - - --------- /
<br />GRATE INLET
<br />TOP EL.: 103 q6,
<br />NW INV. EL.: 101.421
<br />LINE TABLE
<br />LINE#
<br />LENGTH
<br />DIRECTION
<br />START POINT
<br />END POINT
<br />L-I
<br />44.42'
<br />NII'38'50'E
<br />5q5637.52, 1423621.88
<br />5q5646.49, 1423665.3q
<br />L-2
<br />116.78'
<br />578'21'10'E
<br />5%646.4% 1423665.3q
<br />5%760.87, 1423641.81
<br />L-3
<br />56.76'
<br />N36*4q'5q'E
<br />5q5752.92, 1423650.17
<br />5%8104, 142305.60
<br />L-4
<br />81.8q'
<br />N36'49'5q"E
<br />5q5816.q4, 14236%.60
<br />5%866.03, 1423761.14
<br />L-5
<br />q.%'
<br />NOO'06'35'W
<br />5q5875.42, 142378q.41
<br />5q5875.40, 14237qq.37
<br />L-6
<br />167.54'
<br />58q'53'25"W
<br />5q5847.34, 1423827.32
<br />5q567q.80, 1423827.00
<br />L-7
<br />64.00'
<br />NII'38'50"E
<br />5q5646.4q, 1423665.3q
<br />59%5q.41, 1423728.07
<br />L-8
<br />160.84'
<br />578*21'10'E
<br />50FA5q.41, 1423728.07
<br />5q5816.q4, 14236%-W
<br />L-q
<br />101.01'
<br />NII'36'50"E
<br />5q565q.41, 1423728.07
<br />5q567q.80, 1423827.00
<br />L-10
<br />50,06'
<br />N36'059"E
<br />5q5874.8q, 1423762.34
<br />5%904.q1, 1423822.40
<br />CURVE TAME
<br />CURVE #
<br />LENGTH
<br />RADIUS
<br />DELTA
<br />CHORD LENGTH
<br />CHORD BEARING
<br />C-1
<br />24.8q'
<br />22.00'
<br />64.8142
<br />23.58'
<br />NGq'14'24"E
<br />C-2
<br />23.21'
<br />47.00'
<br />28.2q07
<br />2217'
<br />N22'41'15"E
<br />C-3
<br />7.10'
<br />47.00'
<br />1 8.6521
<br />7.0q'
<br />N4'12'58"E
<br />C-4
<br />43.q8'
<br />28.00'
<br />8q.9qcl8
<br />3q.60'
<br />N45'%'35'W
<br />28.36'
<br />113.57'
<br />14300
<br />28.2q'
<br />N17'07'37"E
<br />k
<br />CONTRACTOR WALL COORDINATE AND VERIFY
<br />LOCATION OF ALL SIGNAGE WITH OWNER PRIOR
<br />TO CONSTRUCTION, I
<br />CONTRACTOR SHALL COORDINATE AND ADJUST
<br />LOCATION OF LOOP DETECTORS TO AVOID
<br />UTILITY CONFLICTS PRIOR TO CONSTRUCTION.
<br />CONTRACTOR SHALL INSTALL GENERAL UTILITY
<br />CONDUITS TO PLANTERS AROUND BUILDING AND
<br />PATIO. SEE ARCHITECTURAL/MEP PLANS FOR
<br />CONTINUATION. I
<br />CONTRACTOR SHALL PROTECT ALL ITEMS
<br />OUTSIDE LIMITS OF CONSTRUCTION UNLESS
<br />OTHERWISE NOTED IN THE CONSTRUCTION
<br />PLANS OR SPECIFICATIONS,
<br />CONTOCTOk SHALL FIELD VEPIFY ALL EXISTING
<br />UTILITIES (LOCATIONS AND ELEVATIONS) PkIOk TO
<br />STAVING CONMUCTION AND ALEV ENGINEE9 TO
<br />ANY DISCREPANCIES IMMEDIATELY.
<br />24-HOUR CONTACT-
<br />CHRIS McGUIRE
<br />(608) q2q-7737
<br />NGRAPHIC SCALE (in feet); I' = 20'
<br />10, ol 20' 401
<br />ingenium
<br />PLANNING & ENGINEERING
<br />144qq N DALE MABRY HWY
<br />SUITE 250
<br />TAMPA, FL 33618
<br />813.387.00134
<br />ojillitill/
<br />D:.
<br />E At
<br />6
<br />( ,_)STATE
<br />o
<br />1S'110/1IN A -
<br />STATE OF FLORIDA
<br />AUTHORIZATION NUMBER
<br />8370
<br />PLANS PREPARED BY INGENIUN
<br />ENTERPRISES FORMERLY GRINAIL
<br />CRAWFORD
<br />CLIENT:
<br />MCCM BUILDING CORP,
<br />105CI CIRCLE DRIVE
<br />HIGHLAND, WI 53543
<br />PHONE: 608129.7737
<br />REV15ION W15TORY
<br />THE CIVIL ENGINEER REGULARLY UPDATES
<br />THE CIVIL ENGINEER REGULARLY UPDATES
<br />ELECTRONIC FILES DURING THE DEVELOPMENT Of A
<br />PROJECT. AS A RESULT, THE DATA INCLUDED IN MY
<br />CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE
<br />DOES NOT NECE55ARILY REFLECT THE COMPLETE
<br />SCOPE OR CONTENT AS DEFINED IN THE CONTRACT.
<br />THE CONTENTS IN THESE FILES MAY THEREFORE BE
<br />PRELIMINARY, INCOMPLETE W= IN PROGRESS, AND
<br />SUBJECT TO CHANGE. FURTHERMORE, THE
<br />INFORMATION CONTAINED HEREIN 15 THE EXCW51VE
<br />PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL
<br />IDEAS REPRESENTED HERE BY TH15 INFORMATION
<br />SHALL NOT BE USED, ALTERED, OR REPRODUCED IN
<br />ANY MANNER WITHOUT THE EXPRESSED WRITTEN
<br />CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE
<br />SUBJECT TO FEDERAL COPYRIGHT LAWS; MY USE OF
<br />SAME WITHOUT DWE55ED WRITTEN PERMISSION OF
<br />THE CIVIL ENGINEER 15 PROHIBITED.
<br />PRQJ 0
<br />1700611
<br />DWG NAME
<br />170061 CO3.DWG
<br />ISSUE DATE
<br />Oq/07/2017
<br />PROJI MGR
<br />JP
<br />L"
<br />OL-
<br />ty-
<br />43
<br />STAKING PLAN Lt-
<br />W
<br />CO3'11
<br />SHEET NUMBER
<br />- - - - i � i ---i i � i r mi L , , , r , vi 1 7 . 11 L j - I I I I I I I I I I --- i I -
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