1994-02-04_REVISION - M1977211 ‎(2)‎

• Permit No: M1977211
• IBM Index Class Name: Revision
• Doc Date: 2/4/1994
• Doc Name: CONCEPTUAL MASTER DRAINAGE PLAN SUBBASIN 5F DETAILS
• Type & Sequence: TR7
• Media Type: M
• Archive: No

�cc arc I nl!_ yr 7r rVNv
TOP OF DAM AND OUTLET STRUCTURE
E�.. 11� O....... .....:.........:..... ... . :....:............... ............................... .
7175 . EX: TOP OF 5LOPE ® POND tL. li -75.00
..._. ..._...._........._......7175..
7170 ....:.. . .............................. ............... ........................:.7! ?Q.
7165 It • ...: • • .IPRf4P OUTFACE
>j ............. _....:... ............................... ;....:.7165.
?16.0..:....:....7. .. ....:....:...:..............:..... ........ ...................:....:.716Q. :
7155 ..:.... ....: �`...:....:.....................
... :.... :....:.... ; ....:....:....:....:....:.1155.
7150 .............. .:.... '....:.... •......... ....: : : 7150 :
714.5 ..:....:....:..1.:....:... .:....:.... :.... :....:....:.... ' ....... :........... : 7145
7140 t ; :.........: 7140
:.... .........�� ....:.... .........:.... .... ...._.... .... .... .........:....:....:.
7135
: ................ ; .. •......... _..... .........:.............. . ..............:....:....:.7135.
713. Q..... .....:....:.1..'........:.....
... ..................
.......... .............. .7130.
7125..:.... :....:....:..1. :....: ... ...........:.... :....:....:.... :....:....:....:....:....:.7125 .
?Izo ..:....:.... ;....:.. �� .....:....:....:....:... .:....:....:....:.............. :....:....:.7120.
7115 ...:....:....:....:.......................
:....:... .:....:....:....:....:....:......... :.7115
711 4
Q................. ....:4 .............. ....:.... .... .... :.... ......... :.......
..
Z►.RS.. ....:.... : : : : : : : :
71o.Q .........:....:....:. =....:....:....:.... : : : : : :
.7095 � : 1� : :... '....:........ �.::...... •.... •.... •.... 7lQQ.
.... ,. :
.. :.... '.... '.... '.7095
?090..: ....:............:... ............ .... :....:...................: 7090. .
7M. ..:....:...
:Z08L1 .:....:....:... ...:....:.\..:..............:....:..... ....:....:....:....:....:....:. ?080
7Q75..
............................. ..............
.7075. .
PROFILE OF POND 5F AND OUTLET
SCALE: I" 10 )' HORZ.
I" = IU' VERT
F BERM
F
5' X 5'
b'' VIA. GONG. BOX
ORIFICE
8" DI A. GMP X 80 F. TO RIPRAP
® 2Rs SLOPE THRt1 AM O �► OUTFACE G
EXCAVATED POND
BOTTOM '
3:1 0
2: I
G 7YP
I I
b' MIN.
CUTOFF I
WALL
IMIT F 2:1 /
P RIPPAO TYP
PLAN VIEW
RIPRAP SPILLWAY & OUTLET STRUCTURE
N.T.S.
EL. -71-75.5
TOP OF 5' 50.
GONG. BOX
= 0.55 - - r
L
b" VIA. ORIFICE
3 TOP OF BERM
EL.. -11 -18.0
3' -II EX. 6.5.
EL. 71'75.0
CROSS - SECTION F -F
5F OUTLET STRUCTURE & BERM
N.T.15.
POND STORAGE; VOLUME
IOOYR = 1.51 AF, 0�pi = 3! CFS
IOYR = 1.03 AF, Opi = 19 GF5
b" ORIFICE 0p = I.'69 GF5
18" CULVERT Op = 23 GF5
RIPRAP OUTF'ALL
20' WIDE
S,
101
:7070 . :....:.... : ....:....:.... :...`k ...:....�....: ...:....:....; ....:....:....:....:....:......
:\ :....:....:....:.... ;.....7070
? 065..: .. ..:....:....:.........:....:. \.
........:........:.... :....:....:....:...:....:.?Q65.
2060 .............. .
• ..........•........ � ....:. ...:....:....:....:..............
:....:..:.:.2060:
?055.. ....:..... ....:....:....:....:....:. ��............................... .........:..:. 7.0.55
• 7050.. ....:....:....:....:... \:
1 ... _ ....:....:......... ;. 7050
704. 5..... .:....:....:....:....:....:.... ;....:.1......................: ... '........ :.... ' 7045
7090 .:....:....:....: ............ .....:.. .:.. \�,:....:....:....:......................... . 7o4Q .
7035 ................... ......\. .:................... :......... :......7035
.7030 ...........: : : \
........ .:........._.................1 ...._..... .... ......... .... .. :.730
...... '................. ..:....:....:................... \: 7025
. ?020..:.. �........................ :....:....� .. : • ; .... ....:....•.........•.........•,
\ ...... ..........................7820.
7015 \
............................ _.... _.......... ....:... \.:....:....:....:....: .:....:. 7015 .
.?070..:....:....: : �:
........:.. .._....:....:................. C.... ....:........:....:....:.7010.:
7005.. ..............................: :\ .
.... ;.... _......... ....: ;.......:..... .... .... .... .7005
? 90. 0..:....:. .......:....:........:....: .... ................. a. .... ......... :.... ....... 7QQQ
• 6995 \
...................
......... ................_..............
x....: ....:....:....:....'.6995
:6990.. ' ...:....: :
........ .. \... •, 699.0
NOTE: DO NOT DISTURB EX1571N& VEGETATION IN
69$5 EXISTING DRAINAGE PATH W BELO THE OUTFALL
_ \: : 6,9.8,5 ;
.......1 ..................
:69$9..:....:.........:. :....:....:....:. ...:....:....:....:....:....:.\ .... .6.9.15 0:
G975..:....: ....:....:..... ....:......... .......... .... ....:....:.... ...� .....:....:...... 6,9.7.5
6970..:....:........ ............................... :....:....:....:.... . �...:....:....:. o ?4
RIPRAP BERM /SPILLWAY CL
51DE5LOPE @ ENTRANCE ONLY BERM
SPILLWAY ENTRANCE
EL. '71"16.0
3
ITYP o
BOTTOM OF POND ` - - - - - - - - I -
EL. •7113.0 }
�2.
CROSS- SECTION G -G
SPILLWAY CROSS -SE
N.T.Q.
CONSTRUCT RIPRAP
SPILLWAY ENTRANCE d
GUT -OFF WALL (SIMILAR
TO SPILLWAY ig5I'7)
EL. '7178.0
TION
2:1 51DESLOPE5 (TYP.)
L.1 - - - - -- IMBED BERM
- IN EXISTING
- - SIDE5LOPE5
5' MIN. (TYP)
\ 0'R
X .45., 4 R
- - - - --
L_O_W_ -_
EXI5TING , �.45�
NATURAL
CHANNEL
BOTTOM I
TOP OF
SLOPE
-Z. /
PLAN VIEW
50ALE 11t = 20'
TOP OF SLOPE
CHANNEL - ----- - - - - --
RIPRAP SIDESLOPE 1^l/ Dmin = IS" (TYP.)
51 DSLOP;° /� WHERE TOP OF GRADE STRUCTURE MEET5
/ SIDESLOPE
EDGE OF TOP OF
GRADE STRUCTURE
51DESLOPE
EXISTIN6
NATURAL
CHANNEL
BURY BOTTOM _
LAYER OF
I' -b" BELOW
EXISTING I
x
3YM, @
- SPLASH PAD
TYPE !I BEDDING
GRADATION
U.5 5TD.
% PA55145
50. 5EIVE SIZE
BY WE16HT
3..
100
9/4"
20 -410
NO. 4
0 -20
N0.200
O -3
BERM
1AD,
I' -6"
:y
5'
12 6
THALWE6 �.,.:
THICK LAYER
TYPE II
BEDDING 10'
CROSS- SECTION X -X
GRADE STRUCTURE (G.S.)
SCALE I " =20'H / 1"=51\/
Permit Number M��y�� -�!! (�kev,,eyL, L�y
ClassClass. UPerm..
section/Ex iL
1 Class: ision. ._._/._._._._._._ ._._._._._._._._._,_._._._._._.
t_Type /Seq: ....... T_44h c4 L_2ev, AA/� %%''n r�
Class: O Report O Hydro Meneral _. -' ..FJ D!1. %1J%2
Doc Type:
OAppllcabon (Coal only) Bo Bond ❑ Enforcement O Inspection
FEB - 4 1994
PIKEVIEW QUARRY
CONCGFPTUAL MASTGR �RAINACC PLL•�►N
CUES E3 laSIlIU CC C]CTAILS
TUTTLE APPLEGATE, INC.
Consultants for Land and Resource Development
-- - 11990 Grant Street, Suite 410
Denver, Colorado 80233
(303) 452 -6611
10/6/93
JOB N0:
9. 93 Alpo
DRAWN BY:
TPY /LLD
CHECKED BY:
PLH /CMA
Jrl4+.UWV
SCALE.
AS SHOWN
SHEET
OF 9