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• <br />• <br />EAGLE BROOK <br />CHURCH <br />LINO LAKES <br />CAMPUS <br />PARKING <br />EXPANSION <br />01 CONSULTING <br />GROUP, INC. <br />SWY SW RE88 GWW. DIG <br />-a, Ip =7 <br />TOL 788- 476 -8418 <br />P98. 758- 670 -0845 <br />RECEIVED <br />MAY 11 2(11 <br />CIIYOF LINO LAKES <br />.0.,18105 n 118ID001 <br />�✓ L raw^"' - -' <br />«. w1 <br />TIM <br />MI MI 1■I <br />MIME <br />- -- <br />MUM MI <br />IMMOMI <br />IM <br />-- <br />MI NEM <br />9 <br />0 <br />6 <br />u <br />SHEET <br />C104 <br />5HEE76 OF <br />PLOWS FROM <br />TOP OP <br />CASTING <br />(A) <br />NIS <br />ELM/ <br />FROM <br />APE <br />SLOPE <br />INV <br />REV <br />TO <br />FLOWS <br />TO <br />COORDINATES <br />DRAINAGE TABULATION <br />S78. <br />OR <br />APRON <br />INLET <br />POINT <br />450. <br />STN. <br />OR <br />APRON <br />OUTLET <br />NEW - <br />STRUCTURE CONSTRUCTION <br />RC PIPE (DEMON 5050) <br />PERFORATED PVC <br />PIPE <br />LENGTH OF PIPE <br />INCLUDES: <br />MP RAP <br />ICI <br />GWOE <br />P0500 <br />FOOTNOTES <br />DESIGN <br />(5) <br />PAY <br />HEIGHT <br />CASTING <br />ASSEMBLY <br />(01 <br />STEPS <br />RE- <br />WIRED <br />L.R. <br />BEND <br />V41ERT. <br />11410112. <br />CLASS <br />5 <br />TYPE <br />B <br />X <br />Y <br />15 <br />CL <br />15' <br />CL9 <br />4' <br />POINT <br />NO <br />PT <br />FT <br />FTIFT <br />I FT <br />UN FT <br />TYPE <br />LF. . APR <br />LF. I APR <br />LF. 1 APR <br />CUYD <br />EACH <br />200 <br />894.35 <br />08155 <br />5.0575 <br />590.35 <br />207 <br />557.52520 <br />155,773.71 <br />4521L <br />3.5 <br />0.3250A <br />27 I <br />I <br />I <br />201 <br />880.08 <br />555,588.02 <br />155.777.55 <br />APRON <br />I 1 <br />I <br />I <br />2.8 <br />1 <br />555 <br />262 <br />552.50 <br />0.0530 <br />891.52 <br />203 <br />557,312.48 <br />155,456.55 <br />PLUG <br />I <br />1 <br />181 1 <br />•203 <br />858.00 <br />581.33 <br />0.0030 <br />890.77 <br />EX25. <br />557,32637 <br />155.828.18 <br />40241 <br />3.5 <br />0 -11 <br />! <br />188 <br />ID) <br />200 <br />000.95 <br />0.0545 <br />890.03 <br />EX MI <br />557.35056 <br />T55,727.57 <br />CONNECTION <br />I <br />25 1 <br />1 -665 N <br />(411E1 <br />305 <br />00.65 <br />883.30 <br />557.357.38 <br />135,340.38 <br />40811(56') <br />5.1 <br />0.3250. <br />I <br />I <br />(7) <br />306 <br />257 <br />556,977.19 <br />155655.96 <br />PLUG <br />i <br />I <br />118 1 <br />207 <br />853.80 <br />550.35 <br />05075 <br />880.08 <br />251 <br />556.595.12 <br />195,75545 <br />40211 <br />3A <br />10-11 <br />30 I <br />1 <br />1 <br />EX22 <br />557,35353 <br />155.81018 <br />51061150 DI <br />I <br />STORM PIPE TOTALS <br />65 : 1 <br />185 1 <br />355 I <br />50 <br />1 <br />GENERAL NOTES <br />1. COORDINATES AND ELEVATIONS ARE GIVEN T002IDOF APRON OR EIS) OF SAFETY APRON. <br />2. CENTER OF CASING OPENING AT 111 FOOT FROM FACE OF CUBE, <br />NOTES: <br />(A) TOP OF CASINO GIVEN TO CENTER OP GRATE. (E) CONNECT TO EXISTING I <br />(B) REFER TO SP00Fi0A710N 5ECION334105 FOR STRUCTURE AND GRATE DESIGN STANDARD PLATES. (F) BUILti STRUCTURE OVER SWOSTING 44471CN SPANPW6. VEMFY EXISTING WERT ELEVAINRL <br />(0) I0 LABTTHR66 JOINTS AT AP50N END. 11E040I8T5 SHALL BECONMDEREDINCIOEtrrAL TO PIPE CONSTRICTION. <br />(0) CONNECT TO EXISTING DRAINAGE STRUCTURE. <br />558807557350 5508 <br />08990 <br />«9V® <br />owasse 1,10 0 5 <br />904.0 <br />MRS <br />TOY LW A0 308 Mean <br />3 <br />504.5 <br />090.9 <br />TW 040.0 WS CLOW <br />0653 .014,11,141A18013 EWER MIA <br />Ka. 17,4 LILT MAWR <br />WOW WPM sm « «NM IES f alaP01C01aW«nRP <br />a [0R1T1 0 <br />1h°seIET l&tra, <br />ln <br />«nn S a °ia \\ \ \\\ R1 <br />1011,11411=i1=411.11 <br />®A ` 4nr1 08111 ew« <br />13j�.7 «Sa NS: -184,., �I9 <br />N, <br />°°'0816'.. Au. <br />NN1 <br />ail L,C a <br />1 II <br />R riAldrra <br />Prw9.a �oealln9 <br />0 '.` II I,I !I Ir1,0 V��C, W 0' <br />L #R I'7 {1 =_J iii R. <br />II _ _ II ( ";aI E«9 rAt,m,°6 WTF°d1RlEo <br />011;11, 'a=i <br />1=11= 611.5 IJ--II 1' II II Iy1t111 -O „�80;�.aT« 'IN��B°6..n«,5 <br />I 11 11 .111'x11=711=1 I1 =U 11 Oi <br />11 <br />u li 1r! -11 1r a =Jr. 'S ,I= <br />I N N IL m'-rP-= rf <br />©O�° 00 = 11= <br />11 II 11-11 =11 II=I[ =11 11. il- FO.,ti�„ =1.1 °Nm' <br />0 <br />11 =11 11 =11 =11= - =11 �' � W <br />'m°L5 <br />SWOT 111.118 SOMA TO A UMW <br />f01"«Fntm ABATE 1051«08.1 <br />BIORETENTION BASIN 2 TYPICAL CROSS- SECTION (NOT TO SCALE) <br />O: «a APE MINIM mtu 5mv <br />1/....M M OA 81310011013 <br />oasts® 93°84 V rea - 4E8 AMMO YMIE9�m I <br />?I <br />SUM <br />SIN 4108 EWA <br />1[F) <br />F <br />11- <br />111=11.' 1;, II II <br />1=11= 1 101 .= 11 1' IN J' II Ij II II I <br />iM°tI°5 <br />o <br />-MTV <br />NSMOLWPAVO <br />Of mama 4 Len <br />«m� e... <br />e' arms mmSF 5°18 LIR <br />LLT <br />84°1 G« « OM= • <br />5^o1Nao i= 11= 1I- 11 '1f'11JI=IIIiIIl�I=-.1 <br />1 rr w-'= <br />©5 17751 R6I 1 N 11 u ' = . i FS 6=11.16"""°' <br />II 11 11 11 =11 11 11 =11 11 I <br />- 15+5:.,I„,!NAM <br />11=11=11=11=1E= =ll -' M <br />=Ir. ROIE9lIlTE.7...1P <br />8(01 PM LEAATVAI Or ROMA= <br />_ a"'S .114.1.1.1WN1s 11O <br />lumavu <br />© WEST BIORETENTION BASIN 3 TYPICAL CROSS- SECTION (NOT TO SCALE) <br />EAGLE BROOK <br />CHURCH <br />LINO LAKES <br />CAMPUS <br />PARKING <br />EXPANSION <br />01 CONSULTING <br />GROUP, INC. <br />SWY SW RE88 GWW. DIG <br />-a, Ip =7 <br />TOL 788- 476 -8418 <br />P98. 758- 670 -0845 <br />RECEIVED <br />MAY 11 2(11 <br />CIIYOF LINO LAKES <br />.0.,18105 n 118ID001 <br />�✓ L raw^"' - -' <br />«. w1 <br />TIM <br />MI MI 1■I <br />MIME <br />- -- <br />MUM MI <br />IMMOMI <br />IM <br />-- <br />MI NEM <br />9 <br />0 <br />6 <br />u <br />SHEET <br />C104 <br />5HEE76 OF <br />