2002-04-15_REVISION - m1977342 ‎(3)‎

• Permit No: m1977342
• IBM Index Class Name: Revision
• Doc Date: 4/15/2002
• Doc Name: 3-dam seepwater discharge vault
• From: Henderson Mill
• To: DMG
• Type & Sequence: TR9
• Media Type: M
• Archive: No

11
1.5" GALV. STEEL GRATING
#5 BARS ® 12" O.C.
HORIZ. AND VERT.
(TYP. ALL SIDES)
U-)
(V
Q
0
DISCHARGE VAULT
PLAN VIEW
REUSE GRATE, H.R. AND PIPING
(VALVES ETC) FROM ORIGINAL VAULT
10x 1 STRAP ON BRANCH
TEE AND PRESSURE GAGE.
10" KNIFEGATE VALVE
10" SWING CHECK VALVE
4" PAD
/
I t
� I
I
`d .5"
I
t 10" 316SS SLIP -ON FLANGE \\ /
V7 V7
INV. EL. 8589.5'
6" v l'-8"
T.O. PIPE „
EL. 8589 1 -3
c T.O.C. EL. 8588.2' Al
n \ p p 7 p p Q D r
EXISTING 36" PIPE r -' ;w'. • .:
STEEL SPILLWAY
CONSTRUCT OUTLET VAULT
AS CLOSE AS PRACTICAL & A501
STILL ALLOW ROOM FOR FORMING A= 18,B =12
2 DISCHARGE VAULT
SECTION A -A
SCALE: J/1• -i' -°'
2' -2"
d
1 -6
� #5 BARS ® 12" O.C., E.W.
6" LAYER OF FOUNDATION GRAVEL
NOTE: IMPORT & PLACE STRUCTURAL BACKFILL
COMPACTED IN 8" LIFTS TO 100% STANDARD
PROCTOR DENSITY AS NECESSARY TO BRING
GRADE: TO BOTTOM OF DISCHARGE VAULT —6 ".
5' -6"
9" D50 COBBLES
FINAL GRADE
SURFACE
i
2 SECTION B� `B
SCALE: 3/8• -,• -0'
1'- 4 "x2' -2"
2'- 0 "x1' -6
MATERIAL LIST
QTY
DESCRIPTION
MK No.
REMARKS
-220'
#14 AWG SOLID COPPER SOUND_ ING WIRE
1
-440'
10'0 PIPE SDRI7HDPE
2
RELOCATE EXISTING
4
10 "0 FLG ADAPTORS SDR17 HDPE COMPLETE
3
2
10 "0 FLG ADAPTOR BACKUP RINGS EPDXY CT
4
W /GASKET /BOLTS /NUTS
2
10 "0 FLG ADAPTOR BACKUP RINGS SS
5
W /GASKET /BOLTSMUTS
2
10 "0 45° ELL SDR17 HDPE PIPE SPOOL
6
PREFAB W /FLANGES/GASKETS /BOLTS /NUTS
2
10 "0 x 1 STRAP ON BR. TEE 8 PRIES GA
7
REUSE EXISTING
2
10 00 KNIFE GATE VALVE
8
REUSE EXISTING
2
10 "0 SWING CHECK VALVE
9
REUSE EXISTING
2
10'0 SLIP -ON FLANGE 316SS
REUSE EXISTING
LOT
HAND RAIL 8. GRATING
REUSE EXISTING
8 Cy
DISCHARGE VAULT CONCRETE
400 PSI WIfYPE V SULFATE RESISTANT CEMENT
860'
#5 REBAR - 20' LENGTHS) 20% ADDED
FIELD CUT TO LENGTH
2
6 "0x9' LONG SCH. 40 PIPE
PROTECTION BOLLARDS
70 CY
PIPE BEDDING 10% ADDED
ROAD BASE
2
10 "0 ELECTRO- FUSION COUPLINGS
STRIP, STOCKPILE AND REPLACE
ROADWAY SURFACING WHERE
SURFACING CURRENTLY EXISTS
6' -0"
3' -0"
10" PVC
BLIND FLANGE
u
PIPELINE
SECTION VIEW
SCALE: vr.,._U.
14
BOLLARD - 6 "0 x 9'
LONG STEEL PIPE -
COATED, SCH. 40
CONCRETE
tjENCASEMENT 16 0
10" SDR17 HDPE FLANGE
ADAPTER AND BACKING RING 3 4
10 SDR17 HDPE TEE
ANOUT PORT
REPLACE EXCAVATED MATERIAL
AND COMPACT TO 95 X
STANDARD PROCTER
DENSITY IN MAX. 8" LIFTS.
TRENCH SIDE SLOPE
AS DICTATED BY /i /I, , u =_� I. /il /I�;_rill / t; �i'I vli `•
„ SOIL CONDITIONS
4'-0" AND MSHA y <�\\r , . > -i,� � /�.\ ,:Q /., h . :. , .��. /r <• �;
5' -3" REGULATIONS. /i l:. i U ?:,/ I / u`, / n '• / I '/ I,: 1 �r ;-
4° MIN
TYPICAL WATER LEVEL. DATE
DWG.
2 -O68 5 -6 -9001 SHT REFERENCE DRAWINGS
5 �3 DAM SEEPWATER PLAN & PROFILE O DESCRIPTION OF REV ISIQN DATE BY PLOTFILE:
25 MAR 2002 EQNGR; SCALE NOTED
03 06/02 .H_E' D�R� ---� OAT MINE'
P ❑RIG. PAPER SIZE D DRAWN BY. MEB 03/06/02 EMPIRE, COL(O.
3 PLAT SCALE > =1PS CHECKED; - - CLIMAX MOLYBDENUM COMPANY
COMPUTER
t)t.J k
f `
(STING SEEPWATER (CANAL
i
4" MIN
1' -7"
TRACE WIRE #14 AWG S.C.
SURFACED ® EACH CLEANOUT
PORT AND DISCHARGE VAULT.
i --� 2' -0„ � GRANULAR BEDDING,
10" HDPE PIPE CONSOLIDATE USING
4' -6" VIBRATORY PLATE COMPACTOR.
(MIN. 3 PASSES PER LAYER). 15
FILES DEVENG \ARC APPROVED BYE
a (303) 569 -32;21
5 WATER \5 -2 -9002, DWG APPROVED BYE - -
&,,PIPE TRENCH DETAIL
ECTION VIEW
Permit #
cuss:
From: e
Doc. Name: - p,
Doc. Date (if no date
y 1 �
Type- Seq.:2yM4 11 To:
stamp)!_ /5
5 -6 -9002
TAIL & WATER
CONCRETE
RELOCATED #3 SEEPWATER DISCHARGE VAULT (2002) �
PLAN, ELEV & SECTIONS
ACCT. No. DWG, NQ. REV.
- D3 -3 -02A Qo p
D3
&,,PIPE TRENCH DETAIL
ECTION VIEW
Permit #
cuss:
From: e
Doc. Name: - p,
Doc. Date (if no date
y 1 �
Type- Seq.:2yM4 11 To:
stamp)!_ /5
5 -6 -9002
TAIL & WATER
CONCRETE
RELOCATED #3 SEEPWATER DISCHARGE VAULT (2002) �
PLAN, ELEV & SECTIONS
ACCT. No. DWG, NQ. REV.
- D3 -3 -02A Qo p