2016-04-06_REVISION - M1987113 ‎(3)‎

• Permit No: M1987113
• IBM Index Class Name: Revision
• Doc Date: 4/6/2016
• Doc Name: Request TR03
• From: Bestway Concrete, Inc.
• To: DRMS
• Type & Sequence: TR3
• Email Name: MAC
• Email Name: WHE
• Media Type: D
• Archive: No

16' TOP WIDTH
8' SLOPE 4' BOTTOM I 6' SLOPE
OUTFALL DITCH TYPICAL 3 FEET DEEP(VARIES)
SECOND SET OF -
BLOCKS STAGGERED
VERTICALLY TO CREATE i�''/ 48'0 N."''',‘•
1 FOOT DROP
2" ��W/ 1
?
TOP OF DITCH--_7_-- - ,/ TOP OF DITCH -- E --� rr FES 1 11
UPSTREAM TOP OF DITCH UPSTREAM I L-��-J
FLOW -DOWNSTREAM FLOW TOP OF DITCH
BOTTOM OF DITCH----- BOTTOM OF DITCH---- '-- -DOWNSTREAM
UPSTREAM r-E- 3' DROP UPSTREAM
aDROP
- -
--- TYPE L RIPRAP 18'DEPTH
4"TYPE 1 BEDDING
GROUTED RIPRAP/-----------L
IPR GROUTED RIPRA SECTION A — ELEVATION
TYPE L TYPE L
ee I@ TYPE L RIPRAP 18' DEPTH
SECTION A - PROFILE SECTION A - PROFILE EXTENDS 12' ABOVE CULVERT EXTEND RIPRAP TRAPEZOIDAL
SECTION 5 FEET IN CHANNEL NOTE. EXTEND RIPRAP TRAPEZOIDAL
1TOP OF DITCH -4 BERM I
' I SECTION 15 FEET IN CHANNEL
DOWNSTREAM OF HEADWALLS
TOP Of DITCH COVER ATOP CULVERT
- DOWNSTREAM - DOWNSTREAM 2' TYPICAL 7
TOP OF DITCH TOP OF DITCH - (MIN 18' COVER)
UPSTREAM T - ' T UPSTREAM _ ____ _ - TYPICAL OUTFALL DITCH SECTION
SEE DETAIL Mk
8' ,'
14' 8' _ 16' •
48"0 HDPE ''
W/ FES �•
^ BOTTOM OF — - BOTTOM OF — -
V --- DITCH q• FLOW q•BOTTOM OF DITCH 4--- DITCH q• FLOW - ---� 4• BOTTOM OF DITCH �� t, CHANNEL INVERT
UPSTREAM i _ 11111 _.___-_ DOWNSTREAM UPSTREAM ,_�r _ DOWNSTREAM RIPRAP UP SLOPE ��\ �' I 18'
ill 18' 18'
TOP OF DITCH - CONCRETE TOE CLEAT
B.
1a' _ _ 16' TYPE L RIPRAP, 18' DEPTH Ark
UPSTREAM 8 TOP UPSTREAM DITCH I 8• S SPEC AS AND DETAILCTH THIS \4 TYPE II BEDDING 8
I
TOP OF DITCH - TOP OF DITCH SHEET) 1 180N MIRAFI FABRIC 8
12 DOWNSTREAM /-4(i;)..
12' ,I DOWNSTREAM
18 BLOCKS PER
STRUCTURE 18 BLOCKS PER
4:4i)
STRUCTURE OUTFALL CULVERT DETAIL
Y m NTS
LAYOUT LAYOUT
LARGE CONCRETE LARGE CONCRETE '�
UPSTREAM CHANNEL UPSTREAM CHANNEL
OUTLINE BLOCKS 6'Lx2'Wx2'D OUTLINE BLOCKS 6'Lx2'Wx2'D
12' / TOP OF DITCH / TOP OF DITCH 1
_
11
r---J 1 I, s' L _'DOWNSTREAM �.' � "DOWNSTREAM 8'
ELEVATION CHANGE IDENTIFIED I ` '-i1 t-` -1 1t iN 111.1111111111111111.1111111111111 -11111111111111EI��I
ONN PROFILE ( 3' VARIANT SHOWN)L I, GROUT ALL BLOCK ELEVATION CHANGE IDENTIFIED 1'1111♦C511111i '1 GROUT ALL BLOCK
I I JOINTS (TYP) ON PROFILE (4' VARIANT SHOWN) == JOINTS(TYP) PLAN VIEW 1
INSTALL GASKETED JOINT RESTRAINTS
a • SECTION B - ELEVATION SECTION B - ELEVATION _ (PER MANUFACTURER)
( 3FT DROP VARIANT 4FT DROP VARIANT �1 ......„
�/(�•,\PIPE•
11111111=1•111111111111111_^_ LLs1!JIJ
DROP STRUCTURE DETAIL
8'(MIN.)
THICKNESS
CONCRETE
SECTION AT CENTERLINE CUTOFF WALL END VIEW
CONTINUE OSHA REQUIRED-\
DROP 51RUCTURES AIDC CULVERTS PLUNGE pa TRENCH SLOPE TO DAYLIGHT \
1 D FLARED END WITH SECTION CUTOFF WALL
18'TYPE L RPRAP. TAMP MTH - 24'TYPE M RIPRAP. TAMP 8 NTS
BUCKET(DROPS ARE GROUTED) 1 NITH BUCKET(UNGROUTED) .
BACKFILL
`COMPACTION TO 95%
(ASTM D-698)'
IN. TYPE II BEDDING / _—NATIVE GROUND OR
4'M
MIRAFI 180N FABRIC COMPACTED SPREVIOUSLY OIL
CED AN
COMPACTED FILL 4'MIN. TYPE II BEDDING
MHRAFI 180K FABRIC 6•' 6 CONCRETE ENCASEMENT
COMPACTED FILL I TO SPRING UNE OF PIPE.
' 3000 PSI(MIN.)CONCRETE
USING NATIVE SOIL FOR
J
RIPRAP INSTALLATION DETAILS of CONC. INTO SOIL
8 NOT TO SCALE FORM TO ALLOW BLEEDING
ENCASE DRAINAGE PIPELINE AT STATION 24+50 4
FEET EACH SIDE OF NEW IRRIGATION PIPELINE. CHURCH AND NDITCH RELOCATIONS
E.O. DESCRWIIOM DATE VI DROP STRUCTURE DETAIL
1 DITCH CDNMNY COMMEIIIS 06/201I CNC 323 5N Strelt
1 OflCM°PP"6°463636"'MU°'c CIVIL R E SINU R O E S LLC P•°.wx sea �atk.ca sosto
0
ROAD CROSSING CONCRETE ENCASEMENT �ree D.adseesTW�r a3 ml:wa 2 3038331416(p)303 e332D501D
NOT TO SCALE cMc � ..a.303
wc:
Dare: wlmu1DESIGN.DWG
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