2008-02-28_REVISION - M1977493

• Permit No: M1977493
• IBM Index Class Name: REVISION
• Doc Date: 2/28/2008
• Doc Name: Certification 3-dam pump station & pipeline, sludge densification plant & pipeline ‎(part 1)‎
• From: Climax Molybdenum Company
• To: DRMS
• Type & Sequence: TR7
• Email Name: ACS
• Media Type: D
• Archive: No

DUAL WYE CLEANOUT
DETAIL OPTION 1
SCALE: 1/2"=1'-0"
6' I'd Yd 4'd
1/2"=l'-O-
o B' _Y S-0'
A
W/DI BACK-UP RING
BOTH ENDS
W/DI BACK-UP RING
BOTH ENDS
SINGLE WYE CLEANOUT
DETAIL OPTION 1 5
SCALE: 1/2"=1'-0"
4'-0-
1/2 -1 -0"
l" GROOVE SLAB TOP
60" e 3'-0" H
3ARREL SECTION
2' 10Y
0
0
FILL W/ GRAVEL
AS SHOWN
AS REQUIRED
1
4" HDPE
DUAL WYE CLEANOUT
DETAIL OPTION 2 2
SCALE: 112"=1'-0"
c I'_p 2.-0. 4'-0.
1/2"=1'-0" T7 F7- 7-7
4" PVC 150 LB
BLIND FLANGE W/
1" NPT SS PLUG
(TYP)
4" SDR 7.3 FLANGE
W/DI BACK-UP RING
BOTH ENDS
NOTES: 1. NOTIFY XCEL FOR GAS LINE LOCATE BEFORE
APPROACHING CROSSING LOCATIONS.
2. GAS LINE MUST BE SUPPORTED OVER OPEN
EXCAVATION.
4" PVC 150 LB 3. REPAIR ANY DAMAGE TO GAS LINE COATING PER XCEL
GROOVE SLAB TOP BLIND FLANGE W/ SPECIFICATIONS.
1" NPT SS PLUG
(TYP) NATIVE SOIL BACKFILL
I° x 3'-0" H COMPACT TO MIN. 95% MAX.
REL SECTION STD. PROCTOR DENSITY
ROADWAY SURFACE
w
_L I a
O O X
O
MCC
? ? a a
FILL W/ GRAVEL
AS SHOWN
EXISTING 8"
EXCEL GAS LINE)
t7r
'0 1
AS REQUIRED
4" SDR 7.3 FLANGE SEE MULTIPIPE TRENCH DETAIL FOR
4" HOPE W/DI BACK-UP RING TRENCHING INFORMATION.
SINGLE WYE CLEANOUT BOTH ENDS GAS LINE TRENCH
DETAIL OPTION 2 6 CROSSING DETAIL 7
SCALE: 1/2"=I'-O" SCALE: 1/2"=1 ' -0"
6. '-w 2'-02.-0. mot'-0. 6. 2'-6. -Q.
1/2"=1,-0" 1/2"=I'-O"
o o Y 6' J 0'
4" HOPE
PIPE
GRANULAR '-
BEDDING MATERIAL
CONSOLADATE -
USING VIBRATING
PLATE COMPACTOR
4"TYP
NATIVE SOIL BACKFILL
COMPACT TO MIN. 95% MAX.
STD. PROCTOR DENSITY
AGROUND SURFACE
4" HOPE
WATER PIPE
6"HDPE LIME
PIPE TYP. m
? .J cJ 3.jy Jw
Ki
%NULAR BEDDING MATERIAL
CONSOLADATE USING
RATING PLATE COMPACTOR 3'-1y"
POSITION PIPES WITH MULTIPIPE TRENCH DETAIL 4
MIN. 4" CLEARANCE, SCALE: 1/2"=1'-0"
PLACE BEDDING TO
ACHIEVE NO VOIDS. 6' I'd 2'-0' 4'-0'
1/2"=1'-0"
6 Y i' T-0'
NATIVE SOIL BACKFILL
COMPACT TO MIN. 95% MAX.
STD. PROCTOR DENSITY
-GROUND SURFACE
1'-Oy"
4" PIPE
TRENCH DETAIL r8
SCALE: 1/2"=1'-0" v
6' I'd 2'd
1/2"= 1'-0"
THIS DRAWING WAS PREPARED BY LYNTEK, ALL OF THE
INFORMATION CONTAINED THEREIN IS THE PROPERTY OF
LYNTEK AND NO REPRODUCTION CAN BE MADE WITHOUT
THE PROPER WRITTEN AUTHORIZATION OF LYNTEK.
8" SCH 40 PIPE
CONCRETE FILLED
BOLLARD DETAIL 9
SCALE: 112"=l'-O"
© CLIMAX MOLYBDENUM
A Subsidiary of Phelps Dodge Corporation
SLUDGE MANAGEMENT PROJECT
CIVIL - PIPELINE
TRENCH, VENT AND CLEANOUT DETAILS
IYJVTAFX INCORPORATED
KD.D G.GEORULAT 4-010-06 060106.0800
'M J.HARVEY 4-14-06 DRAWING NO. REV.
;CALF: (D) 1/2" = 1'- 05018-C- 17 0
ALE 0
K "
VENT DETAIL 3
SCALE: 1/2"=1'-0"
0 91