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HomeMy WebLinkAbout5271-27 61ST. f10- STATE 'PR -J.NO. YEi:R N0. SHEETS . 2 CAL. 710 (3) 55 27 32 ' DIST COUNTY ROUTE SEC• SHNO SHEET TOTAL. EETS =a ��V VIII S.B D F.A.S. c3? 27 'S2 SUMMARY OF DRAINAGE STRUCTURES COUNTY ROAD COMMfSSfONER �`- C.E. LICENSE NO. 8485 - - - - _ - - - _ _ DIST. ENG. DIST VIII APPROVED ENGINEER,SlRVEYS AND PLANS C.M.P R.C. �� MlSC.CULVERT C. M. P. ARCH C.M.P. 14, ARCH PIPE R.C.RCBOX DROP STRUCT STRUCT. CON C. CLASS A RE!NF. IRON 81 MANHOLE CULVERT CLEAR-- STATION AUXILIARY STRUCTURES AND REMARKS LENGTH LENGTH LENGTH END LEN T CULVERT EXC, BACKFILL REM. P.C. C. STEEL STEEL FRAME & CLEAR- ANCE FT. 22"X 13" 25"X16" 29"XI8" f 8" cow SECTION 30"136' 3' X 3' INLET C.Y. C.Y. G.Y. C.Y. LBS. , LBS. COVER MARKERS MARKERS 1+00 to 1+50 PLACE 98 LIN. FT 22"X 13" C.M. P ARCH w/ METAL END SECTION ( INLET) 98 98 16 I 34.06 28.24 2 •36+06 to 36+24 PLACE 2 - 25"X 16" X 18` C.M.P. ARCH w/METAL END SECTION ( INLET) 36 36 16 2 8.58 5.65 36+58 to 364-76 PLACE 2 -25"X I6" X 18' C. M. P. ARCH w/METAL END SECTION ( I N LET) 36 36 16 2 8. 58 5.65 37+21 to 37+39 PLACE 2- 25"X 16" X 18' C.M.P. ARCH w/METAL END SECTION ( INLET ) - 36 36 16 2 8 ,5 8 5.65 • 53+00to 53+65 PLACE 94 LIN. FT. 22"X 13" C.M.P. ARCH w/METAL END SECTION ( INLET) 94 94 16 1 32.00 26.43 2 64+76to 64+94 PLACE 2 - 29"XI8" X18' C.M.P. ARCH w/ METAL END SECTION ( INLET) 36 36 14 2 13 .23 9.50 105+83toI06+48 PLACE ¢�2 LIN. FT. 22" XI3" C. M. P. ARCH w/METAL END SECTION ( INLET) f 12 I12 16 I 33.34 27.77 2 145.65.581145+77.5 PLACE 32 LIN. FT. 30 R.C.P. EXTENSIONS- 91LT. 8 7' RT w/DBL HDWLS 24' X 6.5' 32 32 45.70 25.03 .67 10.73: 2 .10 2 172+02to172+50 PLACE a`4 LIN FT 22"XI3" C. M. P. ARCH w/METAL END SECTION ( INLET) -74 74 16 1 13.62 10.78 184*48 to184+65 CONSTRUCT D.I. &CONNECTION TO STORM DRAIN AS SHOWN ON SHEET ° 24 4 a 23 4 23" I 58.1 5 34.10 9.79 1400 380 1 1 . 184+98 INSTALL MANHOLE COVER 8 FRAME AS SHOWN ON SHEET * 23 1 ':y 4>`' i . . ` -`' «�,,.. . a s ry ' . a 'y Y0 s c .., �`' .;; $"�-x e c �, -G,' ._ : .:s .f •,.<' 7 _, a,?,:- .�.w --i',, ilie--e.E.. S E a ti . v t�.� t"x �r w-`:::,e`c ''o ,, •an: 198+I3toI98+22 CONSTRUCT 0. 1. & CONNECTION TO STORM DRAIN AS SHOWN ON SHEET* 25 24 i4 1 20.60 16.00 1.25 1.48 350 I TOTALS378 108 36 24 12 32j 4 23' 2 276.44 194.80 1.92 22.00 1960 380 2 8 4 34, IRRIGATION STRUCTURES�� l 2" Guide Posts 14" 12" Strutt. Strutt Valve 'tp-�7tOO to�,zt3'o. .et. ---.� Station to Station Conc.Pipe Oonc.fape Cow. Siphon TOP VIEW 7f*?� Sfa. ....y .,.50 -'' 7,i'tl`O f�f---%3 Length Length Exc. Bk f 1. Ass '. Lengthl + • �' 3.' Sfa /O7t,.•O to ///t O 'Ft '�� ,Sfo. /29t2O to /.3/ -ao /2t-.3 -�,ti X5/,7 /4S�So fo /,5 9 Rf. - .7 185+86 to 188+16 230 113 100 FRES HOWL _ RIGHT SIDE "� Do NOT •vrw tz /76 So to�S.4 JO n't-f• 189+45 to 198+30 885 463 426 I I Tofu/ .�� - - - _ - -'I- - - - - 185+86 See Sheet I I 1 ill # 23 I I L-I-1 B I349.!1 --_� �- _-- _ - - -- -- �~,,�' -- -- � 198+30 42 38 84 _ Taw I 40; /�/./ . '' ° s rr•7 -- - -PIPE CRADLE Totals 230 885 618 564 84 36, fir-304 + _ ,�--t BASELINE i . a r �.-�.-_. !i! 1 �r �.. ice.. -- - - --- - r+ ` EDGE...OF PAVEMENT-•. I ----..-� ,,, 4 v . k I/2'"4 BARS 23'6`LONG-- _ K`- - -- i I"CHAMFER PRESENT ' L LEFT SID E I T r DO REMOVE r frr sf .5:-. ---r ,i•(7.:___) .... . goh :110 . a.mmmomm. ..1 .m.71, . 1 - SEE I I� 349.x.43.0 4 �� + � __-_�___.-,_ `�- _ _ - DETAIL �9 � ', E 1 ` rI - - - - - - -1 - __ - - --- - - - � `- r �. „ „.Q_s - MANGO AVE. STA. 13+82.27 So. _ - ._. ,, •• ., `. __-�, t - - x� �� / " PALMETTO AVE. STA. 27+01. 16 So. T , . -- � s:= L • - i TAMARIND AVE. STA•40+19.90 No.&Sol �I/2'48ARS 6' LONG - z, „ -; ? 7' `: 1 PIPE CRADLE- " a - �-; .�c ; J/- ;-u;a ,,e - 45°1 r __-. I ALDER AVE. STA. 53+41,40 So. END VIEW - LAUREL AVE. STA. 66+61.91 So. REMOVE PORTION OF CONCRETE APRON ,r:ti �, �� I -`a• , tiro _ (` I • SCALE : I" F 5' NECESSARY TO PLACE CRADLE. LOCUST AVE. STA. 79+82.26 No.&Sa ` •" .- ' 1 MAPLE AVE. STA. 93+02.63.So. PIPE EXTENSIONS . °,..,„ :r i. 4«• 1 r,' ,, •-•'ter. LINDEN AVE. STA. 106+23.31 So. - I ' CACTUS AVE. STA. 159+01.75 So. LILAC AVE. STA. 172+25.62 So. PIPE CRADLE DETAIL 4-12'- 121-+ STA. 14 6 + 146+7 TYPICAL INTERSECTION • 5271 -27 ,