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

•
\1 (OR 41•�
MCKAY CHURCH \
! DITCH /DITCH LIOW. 9 "'
\\ \ Ex SOIL PILE 'TRAY \
'% geq, E 6617,83 \ �� p _
- G1-BfKMDARY LIN[ _ •
lo•a: 6170.69
— it
� ,
ix
BERM — — _ • El 6154.7s�
PCOR
•
EX. BERM\, �� NiI _ - _ - EX. BERM ��"— — — _ _ \
•
�� ,�. 6170 _ -- RM .e1s0�" - \
EX BE
� .L...1 ` >a 4+98 ..� -. !7lT 1l7! lWiiNT=y t. etsp�
•
NOTE: EXISTING DITCHES. COMPACT -- - ����
e17o PROPOSED DROP STRUCTURE LAKEWOODCAK£KtVaO 614/C!! I
LOW PERMEABILITY MATERIAL WITH SEE DETAILS SHEET 8 ``"
ROCK EROSION PROTECTION ON FACE PROVIDE 12" THICK AV
\
AS DIRECTED BY ENGINEER. INTERIOR MAT OF TYPE VL
SLOPE TO MATCH PROPOSED DITCH (Da=6") BURIED
GRADE. MINIMUM 10' TOP WIDTH AND RIPRAP AS SHOWN 2:1 SIDE SLOPE1
JIM
1 s
e _ m
$ g I
i r.
--T,...s. a
6180
6180— MATCH EX GRADE WSE
o— ��_ y ........." -+tee — — _ - - - - - - - - - -
O.
R BERM
\ 0.652 — a--
E,';
-- — _ _
E,'; 0.6571 �.. _ � -- -- — „ i,� _ 'ESHAPE
of iPi _` - - - �
6150— `b'a o '�8 •m � o.s5s PROVIDE 12" THICK mom+ 4o6if069 on,.to�a W �r ,No pta W < -
SA:1+00rpaor6120—^ INVL: 6169.42 . mDTCH RELOCATION I�i Wpr,�STA:1+46.097O <'r rn
NV EL: 6168.7
mirA' 5" 2
6090 lw 6090
— 'ion!. HYDRAULIC GRADE UNE
— GRADE
60700-50 010 1102 00 — ENERGY3+0
O0 LINE 4+00 5+100 6+00} 710 8+00 910 10 00 11+00 12F00 1300 14#00 1500 16+00 1700
LEGEND
•
' N x EX. FENCEUNE PROP CENTERLINE
I M 3W 1 EX. DITCH OR POND PROP PIPELINE
— — — EX BERM OR SOIL PILE - _- - - - - EX 10' CONTOUR
EX ROCK PILE EX 2' CONTOUR 5130 FILE No N BESTWAY CONCRETE COMPANY
PROPERTY LINE
1 TEMPORARY BENCHMARK . EX. PINE TREE SDN• CHURCH AND MCKAY DITCH RELOCATIONS
• EX "T" POST PLAN 8 PROFILE
• EX PROPERTY CORNER(FND) e EX. DECIDUOUS TREE No
I DITCH 618"8o03P mn DATE m
Ex BOULDER 03618081=NOM DenolLOAC 323 Ste meet
er 2 Dnol cc"""13 "'I ac CIVIL RES'SURCES LLC Pte.U.°a°R...1... WDA•
ELEVATION REFERENCE: USGS BENCHMARK TT-24J EL:6205,7 3 ESA0o.&Rl4TNAv 03/2013 OS A 30]N333s16(03303!337830(f)
—, DEIGNED er: 2 33e 610. NG:
or, AFR7om DESIGN.DWG
._ DDRAWNS 8r: 8 smE3 AS 610!0 m3H.33 R ' 3 of 8