2016-04-07_REVISION - M1979045 - Laserfiche WebLink

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16' TOP WIDTH 6' SLOPE I 4' BOTTOM I 6' SLOPE SECOND SET OF . ` OUTFALL DITCH TYPICAL 3 FEET DEEP(VARIES) '4i BLOCKS STAGGERED //�=��\ w 4. VERTICALLY TO CREATE �l' ii/ \\\ �� 1 FOOT DROP 4 `22``?51 /,-i 48'0 �N. 11-.,,,,,w,2I-_a��`'�-. • '• I r (HDPE W/) ii %�'r� '.F„ TOP OF DITCH- OUSE TOP OF DITCH--- UPSF DITEAM - TOP OF DITCH UPSTREAM -TT ..,'7v''''''....Q1. I �.- I L-\�//-_J Tel it «,!. FLOW ��-- -DOWNSAM FLOW TOP OF DITCH .� Al Wilgw�..�. , c� BOTTOM OF DITCH---- 1— BOTTOM OF DITCH---- \ -- -DOWNSTREAM ..4.11V� r� •Zjlr • �r • -•.::. UPSTREAM I - 3' DROP UPSTREAM - - •.'�' �• .•�• '.• 4' DROP . 41 I• :.•'. - . . '�... .. TYPE L RIPRAP 1E1'DEPTH ' TYPE 1 BEDDING GROUTED RIPR Z---------------.-- GROUTED RIPRA SECTION A — ELEVATION L ®L TYPE L RIPRAP 18" DEPTH EXTENDS 12" ABOVE CULVERT SECTION A - PROFILE SECTION A - PROFILE EXTEND RIPRAP TRAPEZOIDAL NOTE: EXTEND RIPRAP TRAPEZOIDAL BERM SECTION 5 FEET IN CHANNEL SECTION 15 FEET IN CHANNEL DOWNSTREAM OF HEADWALLS I TOP OF DITCH I TOP OF DITCH COVER ATOP CULVERT DOWNSTREAM DOWNSTREAM 2' TYPICAL TOP OF DITCH TOP OF DITCH (MIN 18" COVER) A"+-A•��•- a a = TYPICAL OUTFALL DITCH SECTION UPSTREAMI - Arkw UPSTREAM T - - • 411 116, gar DETAIL EF 8' W/16' 48-A FESPE N BOTTOM OF - --- BOTTOM OF �'- ---^'�. _ -"---- \ 1110 MII 0 IMO C,_ , , '� r ` CHANNEL INVERT Q DITCH 4' FLOW " 1 ---- _{4 BOTTOM OF DOWNSTREAMCH 0 DITCHUPSTREAM 4 FLOW _ " _.--- �4 BOTTOM OF DITCH •RIPRAP UP SLOPE N. � � " 18" UPSTREAM i - _ I, -"\-- --- • 18' CONCRETE TOE CLEAT I TOP OF DITCH ' _ 14' TOP OF DITCH •'- - I D (AS PER MANUFACTURER TYPE L RIPRAP, 18' DEPTH B UPSTREAM 8 UPSTREAM e 12 8 SPEC AND DETAIL THIS \ 4" TYPE It BEDDING 8 4:i4 ' TOP OF DITCH I TOP OF DITCH SHEET) 1 �180N MIRAFI FABRIC 12 DOWNSTREAM DOWNSTREAM l 18 BLOCKS PER STRUCTURE 18 BLOCKS PER STRUCTURE C OUTFALL CULVERT DETAIL m 0 8 NTS LAYOUT LAYOUT UPSTREAM CHANNEL LARGE CONCRETE UPSTREAM CHANNEL LARGE CONCRETEiiii 11 _Ii OUTLINE BLOCKS 6'Lx2'Wx2'D OU1<JNE BLOCKS 6'Lx2'Wx2'D 12' I / TOP OF DITCH TOP OF DITCH 1 -L-_1 DOWNSTREAM ��in I_c_...I IIIIommess _DOWNSTREAM 48 ELEVATION CHANGE IDENTIFIED I i 4 i.1 1-24/ OUT ALL BLOCK ELEVATION CHANGE IDENTIFIED •►iN ��C��OUT ALL BLOCK ��i ON PROFILE (3' VARIANT SHOWN)T \ r� - - JOINTS (TYP) ON PROFILE (4' VARIANT SHOWN) ®! JOINTS (TYP) PLAN VIEW INSTALL CASKETED JOINT RESTRAINTS (PER MANUFACTURER) 6 SECTION 9 - ELEVATION SECTION B - ELEVATION , MIN 12" fir\ PIPE 0 (w Mr 1 3FT DROP VARIANT 4FT DROP VARIANT I `/�;! / —A,..) DROP STRUCTURE DETAIL � 8'(MIN.) THICKNESS CONCRETE SECTION AT CENTERLINE CUTOFF WALL END VIEW CONTINUE OSHA REQUIRED DROP C I. 1 c AND CURTS TRENCH SLOPE TO DAYLIGHT �� pI UNCE P001 ( D \ FLARED END WITH SECTION CUTOFF WALL 18'TYPE L RIPRAP, TAMP NTH 1•, `_•Ale' .. � . NTS =.� 24'TYPE M RIPRAP,TAMP ti. r 8 BUCKET(DROPS ARE GROUTED) w.' � MI TH BUCKET(UNCROUTED) 4�.'.4,, �-i BACKFILL r i ��+/.. ~� ��a 2 (COMPACTION TO 95% „-- 43. :�. - �;�I� NY�Y (ASTM D-698)1 I �..� • V, , / NATIVE GROUND OR 4'MIN. TYPE II BEDDING - . r �/�. • r - PREVIOUSLY PLACED AN MIRAFI 180N FABRIC ).„-,,,;,,,,,VX• �!.•. y f COMPACTED SOIL COMPACTED FILL r\ , \\r\ 4'MIN. TYPE II BEDDING \< MIRAFI IRON FABRIC v' /� r's- 6 ',,;,;,',1,' . CONCRETE NG UNE PIPE. COMPACTED FILL i\�r\•AN r\ ' iii • / 3000 P9(MIN.) CONCRETE SING NATIVE SOIL FOR Ok ? FORM TO ALLOW BLEEDING 431 RIPRAP INSTALLATION DETAILS ;>�' OF CONC. INTO SOIL , NOT TO SCALE 1 ENCASE DRAINAGE PIPELINE AT STATION 24+50 4 CHURCH AND MCKAY DITCH RELOCATIONS FEET EACH SIDE OF NEW IRRIGATION PIPELINE. DROP STRUCTURE DETAIL NO. 26017006 OKTE M I 01701031/6IR commis!C6/1611 OIC 323 50 Strut ® ROAD CROSSING CONCRETE ENCASEMENT 7 6DO1r1tIMI0.AY 67/21°1°C CIVIL RES'�URCES,LLC P•o•ea650F 8°53° 3 )m D.0.2.6 eesnur 03/2011 AM— 30.7 U3 1416(DI 30.7 6U 210110 m O®GI R: OC 1061Q 6715: NOT TO SCALE mum rr OC 0.10E AM 2013 Wier DESIGN'DWG ` DemoMALLAl xm® :uool.m 8 d 8 ,