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STORM PROFILE A1.1-Al 110 110 � : : : . . : A .I p aAl --- -_ -� -. , a ?v xv it co o v oc v o 100 J - aMOE tj a rl-I ° 100 tj w Q u � ij z ; : : m / � - - - --- i =. 64 L.F. "RCP @ 01% q0 - - q0 : : : : : : : : : : ! : : : : : : : : : �__ __ AI J ---t- F -T- ______ - 80 80 ....................... 4......................................................................? .......................q........9....................... ............... : ..q ..................... ....................... .----------------------- ....................................................................... -------- ............... ........................ . ............................................................................................................................................................................................................................................. ..... ..............................................................................................................................................................................- .. ....................... ....................................................................... .......................q.......................q....................... : ....................... p.......................I?". .................. . 70 . ........................ . . .....................0.....................................................................................................................................................................................................................................................................................................................................................................................................7................. ............................................................................................................................................................................................................................................... : ................................................................................................ ....................................................................... I O HORIZONTAL SCALE: 0=201 VERTICAL SCALE: 111=51 STORM STRUCTURE TABLE STRUCTURE STRUCTURE RIM INVERT INVERT NAME TYPE ELEVATION IN OUT AI JUNCTION BOX q7 00 88.16 (PA2) 86.81 (PA -EX) DETAIL I, C04.5 88.16 (PALI) AI.1 TYPE g CURB INLET DETAIL 7, C04.4 96 00 86.60 (PAI.I) A2 TYPE g CURB INLET DETAIL 7, C04.4 q7 00 8q.21 (PA3) 89.21 (PA2) A3 TYPE 9 CURB INLET DETAIL 7, C04.4 96 80 Sq.g7 (PA4) 89.97 (PA3) A4 TYPE C INLET DETAIL 2, SHEET C04.5 qb 30 90.90 (PA5) 90.90 (PA4) A5 TYPE 9 CURB INLET DETAIL 7, C04.4 % 35 g1.69 (PA6) g1.69 (PA5) A6 TYPE g CURB INLET DETAIL 7, C04.4 g5.15 g2.15 (PA6) STORM PROFILE A6-Al STORM PIPE TABLE NAME SIZE LENGTH SLOPE MATERIAL PA -EX 24' 156' 1.80% RCP PALI 18" 64' 1.01% RCP PA2 IS" 104' 1.00% RCP PA3 18" 76' 1.00% RCP PA4 18" 93' 1.00% RCP PA5 18" 79 1.00% RCP PA6 I 18" 46' 1 1.00% I RCP PROFILE NOTES I. CONTROLLED BACK FILL TO BE PLACED IN 6" L005E LIFT AND COMPACTED TO 100% A5TM D6% PRIOR TO STORM AND SANITARY SEWER CONSTRUCTION, BACK FILL SHALL BE PLACED TO A MINIMUM OF ±2' ABOVE THE CROWN ELEVATION OF THE PIPES. 2. STORM DRAIN AND SANITARY SEWER LENGTHS ARE MEASURED FROM CENTER LINE OF STRUCTURE TO CENTERLINE OF STRUCTURE OR FACE OF HEADWALL. 3. ALL PIPE LENGTHS SHOWN ARE ROUNDED TO THE NEAREST FOOT. 4. ALL STORM DRAIN PIPING SHALL BE TRENCHED, BEDDED AND BACK FILLED ACCORDING WITH DETAIL I ON SHEET C04,2 UNLESS SPECIFICALLY NOTED OTHERWISE. 5. ALL SANITARY SEWER PIPING SHALL BE TRENCHED, BEDDED AND BACK FILLED ACCORDING WITH DETAIL I ON SHEET C04,2 UNLESS SPECIFICALLY NOTED OTHERWISE. 6. UNFORESEEN SUBSURFACE CONDITIONS SHALL BE BROUGHT TO THE OWNER'S AND ENGINEER'S ATTENTION IMMEDIATELY IMPLEMENTATION OF CORRECTIVE BEDDING MEASURES WITHOUT THE OWNER'S APPROVAL SHALL BE AT THE CONTRACTOR'S OWN RISK AND AT NO ADDITIONAL COMPENSATION. 7. EXISTING GRADES SHOWN ARE APPROXIMATE AND DO NOT REFLECT TOP 501L REMOVAL, CLEARING, AND GRUBBING OPERATIONS. THE CONTRACTOR SHALL ASCERTAIN FOR HIMSELF THE EXTENT OF DISTURBANCE FOR THESE ACTIVITIES. 8. THE CONTRACTOR SHALL REFERENCE THE GEOTECHNICAL REPORT PREPARED FOR THE OWNER FOR SUBSURFACE CONDITIONS. THE GEOTECHNICAL REPORT 15 NOT A PART OF THE CONTRACT DOCUMENTS. 9. EXCAVATIONS FOR STRUCTURES SHALL BE TAKEN AS A TRENCHING EXCAVATION WITHOUT FURTHER COMPENSATION. 10. SEE SHEET C01.1 FOR GENERAL NOTES. 110 110 ....................................................................._......................................... ..................._.............................................................................................................................................._......................................................................_.................._.........................................-............................_.............................................._.................. ............_:................................................ 6 ................................ ._........................ A5 , ......................_......................_........................ ......................-............................................... _................. ........................................................................................................................... ... ...:.. : Aq : : ........................ :: : : : ............... :: :........................ : : A3 : : : :........................ : : A2 : : :........................ : : : : : : : : ....................................................................................................................................... ...: ..............:.............................................. AI .:................................................................................................................................................:........................:....................... ...............................................;........................ .......................:�; ........................:....................... ........................................._.............................................._......................_..................................................................... .................. ...... ........ .................. ....... ..... .... ... .....I .. ... ... . .. .................. .................. .................. ............. .................. .............. ................. ................. ............. . : : : : : : : i W : : . : LL7 �...\ 1 : : : : : Q : O V : i : : W Z,� : _ Q i . Q �: : J Z CN �� Q cf� ^..... „'� _ : Q W i J Q CL i Z a' Q CL � s W : LL : : : : Q `. i : COO Q V 4I - - : X , �. �.: - ........................ ................................................................................................................... ................................................................................................. .. ..... ....... .....cr ... .............................................................................................. ... ..........................-....-................ . J µ,l............................................... �. R ........................ ...........................................................................................................................:.............. . p............................................................................................................................................................................. �: . ...................C4...................................:......................... .. ..._ .................. ................. ....... ...Z_o .....:..sra.............................. ': L. ................. ................. ................ : i i : CDO CICV to i � Vim u z - p po N c 6 V -o r>w a" °E S �j, Vr0 J r aD % n is O c�: J „ u O 100 100 : V _� 6 O J 6 _4 �J w �� o: WQa ? o 4jzz:p W Q W > > W ~ - )- lL3 O > > W > > � l.e.l O Z Z Z � ` I- o t- _ - r? ? ......................_.............................................................................................................................................. : : : : ........................................ i : _... .................. : .................. .................. ... .................. ...... : _... ... _... ANITAR�fxRAV+TY ----............... • LATERAL P53 46 L.F. 18" RCP P L00% ....................._........................I.............................................._..........................................-.:::......................................_:......................................................... ..... __.._..................... : .................. ...... ,... g ..... L IS RC .. ......... ._... P T.00% ... ... ... _... _... .... ............ .. ... .... ... _... ............ ............... - - .................. . :. 93 LF. I$" RCP (a' 100% ....................._i......................_i................................................:.. =: :.:............................:...:......................................................... ; : ..........................................................................................._._.................:........................... : 1 : :.............................................I..F 76 I " .IS . -00% .- .... ................ ...... ...... .............. .................. ........... ................. ........ �: WE-P �''� - 4 104 4.F. IS" RCP L00% 1 q0 uGT q0 P PA5 PA4 .............................................................................................................................................._ ......................_....................................................................................................................._ .................... ..... ._'... ._:... _... .... PA .................. 3 .................. ...............I.. .................. .................. .................. .................. .................. .................. .... ................. ................. ......... ................ ..............I.. ..--- --- ---- ................. .............-. .................. .................. ................. _:........................:................................................:........................:...............................................:........................:................................................:......................_:.......................................................................:.............................................._:........................:................................................:......................_:....................................................................._:................................................:........................:................................................:......................_:.............................................._:......................_:................................................:..............................................................-.......:........................:................................................:.....................:................................................:........................:................................................;........................;................................................;........................:................................................,........................1....................... PI 80 ' : : : : : : : : : : ............'................................................:..............................................-.........................1........................:............................................:........................:.......... .................................:......-...............:....................... 80 ................................................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:.........................................................................:................................................:........................:...................................................................................................................................................................................................................................................................................................................... ........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................................................:........................:................. : : : : : : : : : : : : : : : : : : : : : : : : : : ......... ........ ........................................................................................... ......... ..........':................................................................................................................................................i......................-:-.............................................:........................:................................................:........................1....................... : ..........................i........................:................................................:........................;................................................:........................:....................... : : : : : : : 1 70 I `: : : : : : : : : : : : 1 : : : : : : .......... . .. : i 1 : : € : ......................................................................................... . : : : : .............1................................................1........................................................................1........................1................................................:........................:................................................:........................:................................................:........................: : : .............................................:................................................i........................':........................................................................:................................................:........................:................................................:........................:....................... 1 1 1 ... ....... ............. : 70 HORIZONTAL SCALE: I11=20 VERTICAL SCALE: IN=51 10, L 11 0 1111111111w i 1 e iu"I"""e",��*"I" PLANNING & ENGINEERING 144'N N DALE MABRY HWY SUITE 250 TAMPA, FL 33618 813.387.0084 STATE OF FLORIDA AUTHORIZATION NUMBER 8370 PLANS PREPARED BY INGENIUM ENTERPRISES FORMERLY GRIMAIL CRAWFORD z A < - O I- ILL_ U) `■A' INu V W ■^■ .9) w- w Lu _i Lu V " CLIENT: MCCON BUILDING CORP. 105q CIRCLE DRIVE HIGHLAND, WI 53543 PHONE: 608.g2q.7737 1 R� 1 I� THE CIVIL ENGINEER REGULARLY UPDATES ELECTRONIC FILES DURING THE DEVELOPMENT OF A PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE DOES NOT NECE55ARILT REFLECT THE COMPLETE SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. THE CONTENTS IN THESE FILES MAY THEREFORE BE PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND SUBJECT TO CHANGE. FURTHERMORE, THE INFORMATION CONTAINED HEREIN 15 THE EXCLU51VE PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL IDEAS REPRESENTED HERE BY THIS INFORMATION 5HALL NOT BE USED ALTERED, OR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF SAME WITHOUT EXPRESSED WRITTEN PERMISSION OF THE CIVIL ENGINEER 15 PROHIBITED. PROJ # 170061 DWG NAME 170061 C04.DWG 155UE DATE 09/07/2017 PROJ MGR JP PROFILES II C04,7 SHEET NUMBER Im R Iw 14 - -- 1 I: L. i I III I,IIJ li l: I. Ali l:ll III II 11 [ I.: III Bl.i Ili I:III'IVI I dill .Ill l Al ,I1 'II,I -9 111 i I