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SITE AND UTILITY PLAN <br />60' 8l PVC SDR 35 0.5% <br />CONNEdT TO <br />EIOSTINc OUTSIDE OR <br />INSIDE ()ROP <br />CORE 11V:889.0 <br />SSMH1 <br />RIM:901.0 <br />INV: 889.40 <br />INV: 889.30 <br />7 <br />Art TA <br />EX-1413'3 <br />TC 90P.0 <br />INV:88 .97 <br />8" rePt B 0 889 <br />/,9 I <br />fro <br />901.) -'F <br />UTILITY NOTES <br />• <br />.rs <br />;‘5 <br />5514112 <br />RIM: 901.0 / <br />INV:890.05 <br />INV:1389,95 ' <br />400' 8" <br />/ <br />PVC SDR 35 0.5% <br />WATERMAIN SERVICE CONNECTION TO BE MADE <br />. FROM EXTENSION OF 12" TRUNK MAIN <br />IF REQUIRED DOMESTIC AND FIRE -FLOW SHALL BE SPLIT <br />IN THE BUILDING <br />PROPOSED 12" WATERMAIN EXTENSION WAS PROPOSED TO BE <br />ON THE EAST SIDE OF LAKE DRIVE <br />CITY TO DETERMINE IF 12" DIP WATERMAIN NEEDS TO <br />MOVE TO WEST SIDE OF LAKE DRIVE <br />SANITARY SEWER SERVICE SHALL BE EXTENDED FROM <br />MAINLINE ON WEST PROPERTY LINE <br />NO SEWER SERVICE CURRENTLY EXISTS FROM THE WEST <br />SANITARY SEWER TO BE EXTENDED FROM 4TH AVENUE AND <br />TO THE SOUTHERN PROPERTY LINE <br />PLAN AND PROFILE CONSTRUCTION DRAWING SHALL BE <br />SUBMITTED AFTER ALIGNMENT APPROVAL <br />NO TREES TO BE PLANTED OVER UTILITY LINES OR IN <br />ANTICIPATED EXPANDED ROW <br />PROVIDE 2" INSULATION, 4' WIDE OVER /(" DRAINTILE <br />WHERE IT IS UNDER BITUMINOUS 8" <br />SITE NOTES <br />TOTAL SITE AREA:1.56AC <br />TOTAL IMPERVIOUS:0.98AC /42,819 SF OR 63.1% <br />TOTAL PARKING SPACES:16 <br />FLAT CURB USED WHERE SHOWN TO <br />CONVEY WATER TO RAINWATER GARDENS <br />AND INFILTRATION BASINS AND SWALES <br />RETAINING WALL TO BE NO TALLER THAN <br />FOUR FEET <br />RETAINING WALL GREATER THAN 3.5 FEET <br />SHALL HAVE METAL BANISTER <br />NETLON NETPAVE 50 USED TO CREATE PERVIOUS <br />PARKING SPACES AND DRIVE LANES <br />LEGEND <br />PERVIOUS PARKING <br />5c <br />, v c v7:oc7c voocv.,, <br />RAINWATER GARDEN i G^ G' G 7 c 7 7 C7 ^. G^ G v c <br />INFILTRATION BASIN <br />NETLON AREAS <br />0 <br />726 <br />90 <br />O <br />GRAPHIC SCALE <br />N <br />• <br />IN <br />.[rrrw .NL cm.) <br />( se F T) <br />1 Web - 30 It <br />AMON IULMY <br />00 r <br />WYNN INrc <br />Nal <br />1.5' BIT. YEAR <br />1.5' BIT. BASE <br />6" CLV RECYCLED <br />al' STEP <br />4' NETLON ADVANCED TURF <br />S5A1H4 <br />RIM: 901 <br />IN V. 892.63 <br />0.2' LOVER <br />6' TESTED SAND <br />z• PEA GRAVEL <br />FLAT 24' CURB <br />SLOPED <br />ENDS TRAN9110N <br />TO 8612 CURB <br />60- A4 PERF. ADS 1112 <br />NETLON AREAS <br />CURB TO CURB DETAIL <br />MAY BE LANDSCAPED / \or <br />GRANULAR NSITU MATERIAL <br />6 / <br />R\ � 1 \ 7444k P 1k ,1 <br />_� \ q a v:ooc 1 <br />\ -1`' °sue/ <br />\ <br />/ <br />LS at EM <br />IS OM IAEE <br />C Qv MCTWD <br />32 <br />2,g <br />IMAM 50 /60611110 <br />MI 3/4' DEAR- 1M51FD <br />136593 TRAP -BT. /MX <br />ROC <br />IE1O11 11100 INTO <br />TIE <br />10, 7' OF SAM <br />we as <br />9021ME TO IC <br />AT 10RCY OF <br />STRPP.IC tA1ER <br />RAT 2C CPS <br />SLOPDO <br />005 104419301 <br />10161: OM <br />A=11=11=11ll <br />=11 = II =1i =D <br />n n -n -il: <br />:::::::: '11=11=11=F =11=11=-11' ^ I1 =11- <br />.. ... ...- .,._ _ - .. � -... .. -•. 171 -11 =. <br />11- 11= `V- Ta11-n ll= 1I- 'ffnali :=1: ll=` 2Tias- lr=`Ir`LII= `u- 1r-1r` r'' i = il= n= n -uii -u <br />11= n.7- -11 =11= 11=11 -11 , 11- 11-. i1= 11= II- 11- 11= 11= 11= IR- 11= 11= 11= 11= 11- II -11= 11_11._1. <br />t•- Ir -,Y- „� <br />NOTE: I ISTML ORMN111 <br />AS SAN) 6 16TA11ID <br />N <br />F. A051112 <br />1ASIED CONCRETE <br />05 SPOR19ER 11PE <br />5440 <br />NETPAVE AREAS <br />CURB TO CURB DETAIL <br />DUMRMt 11110 NAW UAL <br />NAM 5ATO EDGES TO <br />I DOMED AT A 1:1 <br />SLOPE <br />(REVISIONS B\ <br />PER CITY 9 -9 -02 <br />DRL <br />PER CRY 10 -10 -02 <br />WATM <br />1 <br />(CREW CERTIFY THAT TINS <br />PLAN OR SPECIFICATION WAS <br />PREPARED BY ME OR UNDER <br />MY 0l CT Sl1PERNSION ANO <br />THAT I AM A DULY REGISTERED <br />PROFESS/0N& ENGINEER <br />UPWER THE LANS OF THE <br />STATE OF Im11ES0TA <br />YLA.T. McCULLY <br />$40.23L381 / <br />Q W <br />fy <br />CL d <br />Q <br />>- J O <br />=Z <br />V) 2 <br />w <br />D <br />>--z <br />W � � <br />V <br />ORL <br />CHECKED <br />WATM <br />DATE <br />08/12/2002 <br />VERTIC6L SCJALE HORIZ. <br />: 30' <br />.100 MO. <br />02504 <br />BOOK <br />PACE <br />SHEET <br />2 <br />3 <br />SHEETS) <br />