2018-01-26_REVISION - M1982147

• Permit No: M1982147
• IBM Index Class Name: REVISION
• Doc Date: 1/26/2018
• Doc Name: Request for Technical Revision
• From: Kurt Carlson
• To: DRMS
• Type & Sequence: TR6
• Email Name: JLE
• Email Name: WHE
• Media Type: D
• Archive: No

2' 1 z' 4' 4'—+{
TRASHRACK
24" DIA. PIPE Fill 7000 SERIES OIL SEAL
u dv
1.5" DIA. GATE STEM AND 2.5"
HYDRO GATE 24"x24" DAA. ENCASEMENT PIPE ASSEMBLY
EXISTING GROUND AND SLIDE GATE, SERIEStE
TOP OF BASIN (SEE SH
AROUND PERIMETER 4" DIA.VENT PIPE U
J
GATE THIMB (2) #5 HOOP �„�
1'-6" � MATCH (BY GATE MANUFACTURE AROUND ALL
4'f EXISTING (MIN.) 4'
OPENINGS L' 'A
CONCRETE HEADWALL I 12•* 1'3 3 N.) HOPE PIPE a
#4012'O.C.E.W., EACH FACE IF=-• __ IX. GROUND EACH FACE (TYP24'DIA.#5 HOOP AROUND PIPE 3,1} ___ ____ 4 O 12"0.0.E.W 1j'(MIN.) CLEAR COVER ON 10 (TYALL REBARMIN.)CAST-IN-PLACE0•CONCRETE VAULT (MIN.)
NOTES: UNDISTURBED NATIVE O.C. (4 UA
1. RIPRAP SOIL SHALL BE A UNIFORM MIXTURE: NOTE: TRIM BORE PIPE TO
MATERIAL OR PREPARED TYP.) Q Z
35X TYPE ON-SITE
RIPRAP SUBGRADE 1i" (MIN.) CLEAR COVER ON MATCH CONCRETE
35X ON-SITE SOIL MATERIAL ALL REBAR. ----- --� LL
7_1Cc H J V
2. TYPE 'L' RIPRAP SHALL BE COOT TABLE O V a D
506-2E. D-9 INCH RIPRAP --- -� m LU z
CAST-IN-PLACE 3"O.C. __ Z O Q J
4. CONCRETE VAULT UJI
HYDRO GATE 24'x24' ( ) Y O LL F
SLIDE GATE. SERIES HG580 -_� Q V V Z W
24'DIA. PIPE 3'-9' TRASHRACKHDPE PIPE (-8) STIFFENER R00 ~~ Z24' DIA. MIN WELDED TO}'xt" BARS Q
2' W__I 4. O 02• __..._-----__._.__.. _. m— }"xt'8AR (TYP.) MOUNTING PLATE
f— 4' FRESNO 7000 SERIES OIL SEAL 1.5" DA. GATE
STEM AND 2.5" DIA. ENCASEMENT PIPE ASSEMBLY
CONCRETE Lu V
HEADWALL
ENERGY DISSIPATION POOL
NOTE:
WARP FINAL GRADE TO PROVIDE TYPICAL STRUCTURE SHOWN. SEE SHEETS 8 AND 9 FOR SPECIFIC
SMOOTH TRANSITION DIMENSIONS OF EACH STRUCTURE. J 0 ---
TYPICAL OUTFALL HEADWALL STRUCTURE TYPICAL INLET STRUCTURE REINFORCEMENT DETAIL TYPICAL INLET STRUCTURE TRASHRACK
SCALE I" = 3' SCALE 1 = 4' SCALE 1" = 2 W I•". �7 y
V dC
G
O
0 �
Lu
EXISTING 2- O L
PROPOSED GRADE�\ #5 VERT. �.
GRADE ---- (8 TOTAL) 4'-0"
2' 0' N:�V 2-6" #4 TIES 2.- 1._0.
(MIN.) � (8 TOTAL) -
NOTE:
REBAR IS TO BE 2'-6"x9'NOTCH 3
S-0' CONTINUOUS ACROSS IN GRADE BEAM a
(MIN.) SECTION B EXPANSION JOINTS. N 8
o €
MATERIAL EXCAVATED FROM THE DRAINAGE CHANNEL OR NOTE: ,—1'-6" 2'-6" 4'-6"� pw N
ENERGY BASINS SHALL BE PLACED IN THE BOTTOM OF 1— Z
THE LAKES AWAY FROM THE STRUCTURES AS DIRECTED MOUNT STAFF GAUGE TO 10P ti,.�A '' O s
BY THE OWNER AND ENGINEER. OF GRADE BEAM, ATTACHcy
W/EXPANSION ANCHORS a �? _ � o
GALV. STEEL VENT PIPE 1'-0" 1,• x
APPROXIMATE DRAINAGE CHANNEL CROSS-SECTION I
SCALE 1" = 2' I 2}" DIA. GALV EDGE OF TOOTER (? 2 y
#4012" STEM CASING PLAN VIEW J�N E
�� 6
11`" 1'-9' 4"SCH 40 PVC 1•_0• 4"SLEEVE ,(:(•��' \i F g
CEN VENT PIPE COMPACTED BACKFILL ALONG SIDES OF GRADE (MIN.) ADJUST ANGLE OF NeQNT -• f <
TO FACE TO BE .ERPENbICULAR ;;••��C H g
3'-3" CEN BEAM TO HALFWAY UP HEIGHT OF BEAM (MIN.), (2)#6x3'-O' 3-#5 TO GATES :v"
2•-6• 4HaV SLOPE AWAY(MIN.) FROM STRUCTURE TOP AND BOTTOM i
PVC PIPE FROM INLET OIL SEAL Z
STRUCTURE. FILL OIL
TRANSITION TO GALV. °�` 19 DEC 17
STEEL PIPE NEAR VERTICAL. IL CAP x6 xo: 706
STRAP TO STRUCTURE p,.ox, LD .�
30" DW BORE HOLE
4" DAA.VENT PIPE #5 EF P
NOTE: ( HT.) 7'-2' s=r�1"=20'H 1'=SY E
24" DIA HOPE PIPE MAXIMUM CONSTRUCTION 8-#5 8'MINIMUM COMPACTED 24
'DIA. FULL STEM PIPE TOP OF DAM
JOINT SPACING 30'-0' SUBGRADE UNDER BEAM If
3'ANNULAR SPACE GRADE If
TO BE FILLED WITH BEAM 8
BENTONITE SLURRY (4) #5 REBAR, FULL HEIGHT
FOR ENTIRE LENGTH EXTEND 2'-6- (MIN.) INTO 2-#Sx� S
OF BORE 4-6" GRADE BEAM 6' '.--�"'� II EF 10' 2'-6"
1'-0'DIA. x 4'-6' (MIN.) 3-#5R11➢• 8-#4 TIES
PIER(s) 0 1OFT O.C. 1_g fir. EF g_
2'-3'
TYPICAL BORE CROSS-SECTION \ #EW T&B I1 shnal
NOT TO SCALE LH 3'-3" COUPLING
^t1"y 9" Tz'- DRAFT
SECTION C NOTE \ 1-0• �-"1 NOT FOR 1 O
TYPICAL STRUCTURE SHOWN. SEE ,�/ \ SECTION A 4-°"
SHEETS 8 AND 9 FOR SPECIFIC Y/ GATE OPERATOR CONSTRUCTION '.
DIMENSIONS OF EACH STRUCTURE. 8
SCALE I" = 2' oT.