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T C.I.M <br />FES -500 <br />1E-800.00 <br />CBMH -501 <br />` --RE- 993.16 <br />IE(W) =890.14 <br />,FOND 4 <br />)`(PEI 0112::.1 <br />40' -15• RCP • 0.351 - -. <br />• 43-l5 RCP MIA 33y55 %� <br />, <br />I ` <br />CBM11-502 11 \I <br />'RE-833.37 1 <br />E(SE)- 890.40 - -_'- l� <br />IE(NW)- 890.29 --/� <br />CB -503 <br />RE- 895.80 <br />(- 991.80 <br />23' -12• RCP • <br />TRUC STN" <br />E7PE�RR <br />�IE- 886.27 (fIEL`�1, <br />C B 707 '. <br />„ "• RE- 03.70'. <br />'16 -B.. .70 \` <br />\ 1. <br />I MANN -103 '. <br />RE =9 .88 <br />E -897. <br />n <br />T <br />RCP d 1. <br />1 <br />SNB <br />13' -18' RCP O <br />14`37,V1 <br />(1,06 <br />190 )= 897.13 <br />RCP 0 0.35% <br />3 <br />STMH -1 <br />RE <br />-902. <br />i• <br />>(11 r <br />ECT TO I`CTY STOW <br />89x22- <br />It <br />1 <br />// <br />-1MT <br />1 <br />931--- UTILITY NOTES: <br />1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION <br />OF E/051190 UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO <br />THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR <br />SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES <br />OR VARIATIONS FROM THE PLANS. <br />2. ALL EXISTING UTMITY LOCATIONS SHOWN ARE APPROXIMATE. <br />CONTACT 'GOPHER STATE ONE CALL- (851- 454 -0002 OR <br />800- 252 -1168) FOR UTILITY LOCATIONS, 72 HOURS PRIOR TO <br />CONSTRUCTION. <br />3. UTUTY INSTALLATION SHALL CONFORM TO THE CURRENT <br />EDITION OF *STANDARD SPECITCATIONS FOR WATER MAIN AND <br />SEWAGE UNE INSTALLATION" AND 'SANITARY SEWER AND <br />STORM SEWER INSTALLATION" AS PREPARED BY THE OTT <br />ENGINEERS ASSOCIATION OF MINNESOTA, MID SHALL CONFORM <br />WITH CITY REQUIREMENTS. <br />4. REFER TO THE SITE LAYOUT PLAN FOR CURRENT <br />HORIZONTAL DIMENSIONS AND LAYOUT. <br />5. ALL WATER PIPE SHALL BE DUCTILE IRON PPE (DIP) CLASS <br />( ), 52 UNLESS OTHERWISE NOTED. <br />EXISTING <br />WETLAND <br />CB -403 <br />RE- 894.43 <br />IE- 880.43 <br />61)I:13I1.4 O : I <br />-105 T CNN { . :CNN INN'; <br />R 90259 6U���1'vl+E S. 57? -12' RCP <br />9890.511 bz.amd ! • 4.047( <br />• -- IJ '114 ,r= =�`f_1 x u- <br />141 <br />9 - ' •' O 0.50X- <br />C8-210 COMH -229 <br />WE- 90x.66 <br />IE- 897.8 4 �)II IANO (l'+ I ! IE- 897.10 <br />7 L'WT TOWN lick:. I <br />sU.tpiNG TYER:N I <br />CB-106 Gu <br />RE•901,60 <br />EXISTING <br />WETLAND <br />CBMH -402 \ <br />RE -893.49 <br />IE(N)- 889.07\ <br />IE(S)888.87 <br />.ail, <br />69;17s:'!NG <br />o IrpsIFTLAND <br />STMH -401 <br />RE -891.0 <br />IE =888.63 <br />65' -15" RCP <br />0 0.35% <br />1 <br />I F1E5 -400 - -. <br />E- 888.40 <br />POND 3 / \ EX!S <br />NWT. 98840 <br />HWLIIBBaO / / V:ET! <br />ft <br />I/ <br />. CONNECT TO EXSTNC STL91 <br />`, PROPOSED I6- 891.79 <br />EXSTNC IE- 888.88 <br />8. ALL SANITARY SEWER PIPE SHALL BE POLWANYL CHLORIDE <br />PIPE (PVC) SOB 35 UNLESS OTHERWISE NOTED. <br />7. ALL STORM SEWER PIPE SHALL BE REINFORCED CONRETE <br />PIPE (RCP) UNLESS OTHERWISE NOTED. <br />8. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF <br />STRUCTURES. <br />9. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL <br />BE SUMPED 0.04 FEET. AU. CATCH BASINS IN GUTTERS <br />SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS <br />SHOWN ON THIS PLAN DO NOT REFLECT STJMPED ELEVATIONS. <br />10. ALL FRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND <br />BACK OF CURB UNLESS OTHERWISE NOTED. <br />11. TYPICAL HYDRANT CONS5T5 on HYDRANT, GATE VALVE. <br />2.5' OF 8' DIP WATERMAN AND ANY HYDRANT EXTENSION. <br />HYDRANT EXTENSIONS SHALL BE INCIDENTAL <br />12. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL <br />WATERMAN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE <br />REQUIRED TO MAINTAN A MINIMUM Cr 18• VERTICAL <br />SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA <br />DEPTH WATERMAIN IS INCIDENTAL <br />13. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND <br />10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL <br />UTIUTES. UNLESS OTHERWISE NOTED. <br />14. COORDINATE LOCATIONS OF SERVICE CONNECTIONS AND <br />SIZES WITHIN THE BUILDING WITH 111E MECHANICAL DRAWINGS. <br />15. COORDINATE INSTALLATION AND SCHEDULING OF NEW <br />UTILITIES. IRRIGATION SYSTEM. AND UNDERORAINS WITH <br />ADJACENT CONTRACTORS ANO CITY STAFF. <br />16. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS <br />THROUGHOUT CONSTRUCTION MID SUBMIT THESE PLANS TO <br />ENGINEER UPON COMPLETION OF WORN. <br />4)- STRUCTURE SCHEDULE: - <br />STRUCTURE SZE CASTING* <br />51MH- 101 48' DIA. R -1842 <br />5TM11-102 48 DIA. R -1642 <br />CRAM -103 4B' DIA. R- 3067 -V <br />SIMH -104 at DIA. 6 -1642 <br />CBMH- 105 48' DIA. 17- 3067 -V <br />CB -106 2'UO' RECT. 6- 3067 -V <br />08 -107 2.03' RECT. R- 3087 -V <br />CBMH -108 48' DIA. R -2502 <br />CBMH- 110 48' DIA. R -2502 <br />C13-111 Zr DIA. R -2502 <br />CBMH -201 54' DIA. R -2502 <br />CBMH -202 48• DIA. R -2502 <br />STMH -203 48' DIA. 6 -1842 <br />CBMH- 204 48' DIA R -2502 <br />CB- 205 48• DIA. R -2502 <br />CB -206 2'03' RECT. R- 3067 -V <br />5TMH- 207 •8' DIA R -1842 <br />93-208 2'53' RECT. R- 3087 -V <br />CBMH- 209 48' DIA R -2502 <br />C8- 210 48' DIA. R -2502 <br />CBMH- 301 48' DIA 6 -3067 -V <br />C11- 302 48' DIA. R -2502 <br />5WH- 401 48' DIA. R -1642 <br />CBMH- 402 48• DIA. 6 -3067 -V <br />CB -403 2'X3' RECT. 6- 3087 -V <br />081.91- 501 of DIA. R-3067-V <br />CBMH- 502 48' DIA. R- 3067 -V <br />CB -503 Y%3' RECT. 6- 3067 -V <br />• NEENAH FOUNDRY COMPANY OR APPROVED EQUAL <br />20 0 40 <br />APR 0 3 2006 <br />• <br />FOR REVIEW ONLY <br />NOT FOR CONSTRUCTION <br />n mwuc', 7005, HMINwD GROUP NE 1N= MMOWILENG,NEERSAN -EPS <br />ARCHITECT /ENGINEER <br />PLANNER <br />HARTFORD <br />IGROUP.A/E:1nC.� <br />I Maly way MI* p1-, yeaSLMM <br />Jmart v PAPLd by I- a veer .y <br />erk Lpa er4 Wd I on n AM <br />Ivstl M ER . Ae4 d .10. S MORA Leer tler Imem M,L-NL <br />06 km IL MANN <br />M INE RB73 <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS <br />LL., LLC. <br />OINi 30 <br />7200 XERXES .05N NINGOM5 <br />PROJECT: <br />LEGACY <br />TOWNHOMES <br />LEGACY <br />AT <br />WOODS <br />EDGE <br />MINNESOTA <br />LINO LAKES <br />MINNESOTA <br />ISSUE: <br />12/26/06 PRELIM. SITE RAN <br />3/t0/06 CRY SUBMITTAL <br />4/3/06 CITY COMMENTS <br />A REV. THIS SHEET <br />ONO REV. THIS SHEET <br />SHEET TITLE: <br />PRELIMINARY <br />STORM SEWER <br />PLAN <br />SHEET NUMBER: <br />C4.1 <br />