Appendix_1b_-_Drawings_2.pdf
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Appendix 1b - Drawings 2
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"2
1 #4 TIES @ 4 "2
1 #4 TIES @ 4
C1
TYPICAL 3 PIPE PIER SECTION
SCALE: NTS
C6
TYPICAL 4 PIPE PIER SECTION
SCALE: NTS
A6
TOP VIEW OF 4 PIPE PIER
SCALE: NTS
A1
TOP VIEW OF 3 PIPE PIER
SCALE: NTS
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®of Engineers
US Army Corps
U .S
A R
M Y C
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R S
O M
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A
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A R
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SACRAMENTO DISTRICT
Drawing Identifier
SS501
Drawing Identifier
Sheet Name
STD. HOOKS
72 - #7 VERT. BARS W/
SUPPORT)
BOLTS (4 PER
ANCHOR
78 -
LINES)
DIRECTION OF THE PIER (DASHED
RUNNING ACROSS THE LONG
OF THE PIER (SOLID LINES) & 2
ACROSS THE SHORT DIRECTION
ANCHOR BOLTS. 4-RUNNING
6 - #4 CLOSED TIES AROUND
AND PIPE INFO.
FOR SUPPORT
SEE SHEET SS601
FINISHED GRADE
SEE MS SHEETS SEE MS SHEETS SEE MS SHEETS SEE MS SHEETS
TYP.
STEEL PLATE
"2 118"X18"X
BEDDING MORTAR TYP.
1" DAMP PACK
5" 10" 10" 10" 10" 10" 5"
L
SEE MS SHEETS SEE MS SHEETS SEE MS SHEETS SEE MS SHEETS
VARIES
L
IN
E E
L E
V A
T
IO
N
B Y P
IP
E C
E N
T
R
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U
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"2
1 #4 TIES @ 4
C1
TYPICAL 5 PIPE PIER SECTION
SCALE: NTS
A1
TOP VIEW OF 5 PIPE PIER
SCALE: NTS
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U .S
A R
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P S O
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SACRAMENTO DISTRICT
7'-6"
23'-6"
54'-0"
3'-3"
/8
/1
16'-7"
2'-4" 6'-6" 3'-11" 6'-10" 7'-10" 2'-7" 6'-3" 2'-6" 7'-9"
6'-8" 5'-7" 3'-9" 12'-5" 5'-8" 10'-5" 3'-5" 2'-10"
PENETRATIONS)
EDGE OF PENETRATION ON ALL SIDES (TYP. OF ALL SLAB
2. 2 - #4 SPACED 4" O.C. TOP AND BOTTOM EXTEND 2'-0" FROM
FOR PIPING WITH MECHANICAL
1. VERIFY LOCATION AND SIZES OF ALL SLAB PENETRATIONS
NOTES:
SEE NOTES
SS304
A1
D1
PIPE SUPPORT SLAB PLAN VIEW
SCALE: 1/4" = 1'-0"
CONTROL JOINT DETAIL
SEE XX/C-XXX FOR
CONTROL JOINT DETAIL
SEE XX/C-XXX FOR
13'-11"
SEE A8 THIS SHEET (TYP)
ELEV. VARIES
BOTH
FLANGES
(TYP)
TYP.
EL. VARIES
SEE SCHEDULE
SHEET SS601
TYP.
ELEV. VARIES
C L
R
PIPE CL
2'-0" 2'-0"
4'-0"
H P
IP
E C E
L E
V F
IN
F
L R E
L E
V
L
1'-6" 1'-0"
E7
STEEL PIPE SUPPORT PIERS
SCALE: NTS
SB304
SEE SCHEDULE ON SS601
PIPE SUPPORT TYPE
SEE SCHEDULE FOR
W8X24 BRACKET
W12X26 (TYP)
BASE DETAIL ON SB304
SEE TYPICAL COLUMN
1" GROUT
F
O R P
IP
E
F
O R
P
IP
E
" 1
1'-6"
TOP & BOTTOM
EACH WAY
#4 @ 8" O.C.
6" 50'-0" LONG DIRECTION
14'-0" SHORT DIRECTION
6" 1'-6"
A1
TYPICAL THICKENED SLAB CROSS SECTION
SCALE: NTS
3" CLR (TYP)
W12X26
W8X24 BRACKET
17"X17"X1" THICK PLATE
E7
SS304
A8
PLAN OF STEEL PIPE SUPPORT PIER
SCALE: 1" = 1'-0"
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P O
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O M
A H
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A R
M Y C
O R
P S O
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IN
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R S
SACRAMENTO DISTRICT
TOP OF SUPPORT STEEL
TYP.
"16
"4
PIPE CL
" FOR 12" DIA. PIPE4
" FOR 8" DIA. PIPE4
LENGTH:
" STEEL PLATE 8
FACING ON TEE
STAINLESS STEEL.
SURFACE OF STEEL PLATE
FILLED TEFLON ON TOP
STEEL
SUPPORT
TOP OF
WT4x5x10" LONG
CONTINUOUS TO TEE
PIPE FIELD WELD
HOLD DOWN LUGS
3/8" STEEL PLATETO STEEL TEE
WELD CONT.
PIPE-FIELD
STEEL PLATE
TOP SURFACE OF
FILLED TEFLON ON
HOLD DOWN LUGS
BASE W/ GUIDES
SEAL WELD CONT.
FACING ON TEE;
STAINLESS STEEL
" STEEL PLATE8
STEEL PLATE
"2 118" X 18" X
MORTAR
BEDDING
DAMP PACK
ANCHOR BOLTS
" DIA. A3078
7(4) -
NUT AS REQUIRED
SHIM OR LEVELING
" PLATE8
3" x 4
1OF 15
CUT ALL CORNERS
SS501
E5
SS501
A7
PIPE SUPPORT NOTES:
AREAS OF HIGH RESTRAINT AND INCREASED POTENTIAL FOR CRACKING.
SHAPE SO AS TO AVOID 3 WELDS INTERSECTING IN THE CORNERS, WHICH CAUSES
TRIANGLES CUT OFF OF ALL 4 CORNERS. THE PLATE SHALL NOT BE SQUARE IN
2. THE 151#4" x 3#8" HORIZONTAL PLATE BETWEEN SADDLES SHALL HAVE 1" X 1"
CARBON STEEL PLATES OR TEES TO STAINLESS STEEL PIPE.
ELEMENTS SHALL HAVE THE SAME MECHANICAL PROPERTIES. DO NOT WELD
GUIDES AND TEES WHERE STAINLESS STEEL PIPE IS USED. ALL STAINLESS STEEL
1. PROVIDE STAINLESS STEEL PIPE SUPPORTS, INCLUDING: STRAPS, PLATES,
4"
(T
Y P
1" (TYP)
1'-4" O.S. TO O.S. SADDLES
" PLATE4
11'-3
4"
/4
/2
6 1/2"
1/16"
10"
4"
2 1/2"
5" 5" 4"
5" 5" 4"
/4
/2
4 1/2"
1/16"
E5
TYPE AS: ANCHORED SUPPORT SECTION
SCALE: NTS
E2
TYPE AS: ANCHORED SUPPORT DETAIL
SCALE: NTS
C2
TYPE FS: FREE SUPPORT DETAIL
SCALE: NTS
C5
TYPE GS: GUIDED SUPPORT DETAIL
SCALE: NTS
C7
TYPE GS: GUIDED SUPPORT SECTION
SCALE: NTS
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S A
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A M
E N
T O
C A
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IF
O R
N
IA
S A
C R
A M
E N
T O D
IS
T R
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T
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A C
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P N
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L D
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P O
F E
N G
IN
E E
R S
O M
A H
A
N E
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A P
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U .S
A R
M Y C
O R
P S O
F E
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IN
E E
R S
SACRAMENTO DISTRICT
SS502
D2
GRADE OR PAVEMENT.
PROVIDED TO ALLOW DRAINAGE FROM THE CHANNEL FRAME ONTO THE SURROUNDING
" DRAINAGE COUPLING SHALL BE PROVIDED. DRAINS SHALL BE2
1 THE PIT. A 1
E. DOORS SHALL DRAIN TO A CHANNEL FRAME TO PREVENT RAINWATER FROM ENTERING
AND CHROMATE SEALED.
KEY HANDLE FOR RELEASING LOCK FROM ABOVE. HARDWARE SHALL BE ZINC PLATED
OPEN ARM AND SNAP LOCK WITH RELEASE HANDLE ON THE UNDERSIDE AND REMOVABLE
HINGES, STAINLESS STEEL PINS, COMPENSATING SPRINGS OR TORSION BARS, HOLD
D. DOOR SHALL OPEN TO 90 DEGREES AND SHALL BE EQUIPPED WITH HEAVY BRASS
C. DOORS AND FRAMES SHALL BE OF ALUMINUM CONSTRUCTION.
SQUARE FOOT.
B. PIT DOORS SHALL BE DESIGNED TO WITHSTAND A LIVE LOAD OF 150 POUNDS PER
REGULARLY ENGAGED IN THE MANUFACTURE OF SUCH DOORS.
A. SINGLE LEAF VALVE PIT DOORS SHALL BE THE PRODUCT OF A COMPANY
3. PIT DOORS.
CLASS I, SIZE AS NOTED ON DRAWINGS.
2. EXPANSION BOLTS SHALL CONFORM TO FED. SPEC. FF-S-325, GROUP II, TYPE 4,
B. REINFORCING BARS: SPECIFIED YIELD STRENGTH Fy = 60 KSI (GRADE 60).
ALL WORK.
A. CONCRETE: SPECIFIED COMPRESSIVE STRENGTH F'c = 4500 PSI @ 28 DAYS FOR
1. CAST-IN-PLACE REINFORCED CONCRETE
PIT NOTES:
GRADE
BOTTOM SLAB
BASE COURSE MATERIAL UNDER
1'-0" COMPACTED AGGREGATE
O.C., E.W.
#4 AT 8"
#4 AT 8" O.C., E.W.
FOR TYPICAL FEATURES.
PIT DOOR. SEE NOTES
ALUMINUM SINGLE LEAF
6" (TYP.)
3"
3"
3'-0"
4'-0"
SLAB REINFORCEMENT OMITTED FOR CLARITY
E6
LOW POINT DRAIN PIT ELEVATION
SCALE: 1" = 1'-0"
D2
LOW POINT DRAIN PIT PLANVIEW
SCALE: 1" = 1'-0"
T Y
P
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S A
C R
A M
E N
T O
C A
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IF
O R
N
IA
S A
C R
A M
E N
T O D
IS
T R
IC
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T R
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T
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P L
A C
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O L F
A C
IL
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D E
S C
H O
L D
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
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IS
T R
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SACRAMENTO DISTRICT
(MULTIPLE PIPE SUPPORTS) OF SUPPORT RESPECTIVELY.
4. DIMENSIONS "D" AND "L" ARE DEPTH OF EMBEDDMENT (SINGLE PIPE SUPPORTS) AND WIDTH
3. VERIFY FINAL WIDTH OF ALL SHARED PIERS WITH STRUCTURAL AND MECHANICAL DRAWINGS.
2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH SITE CONDITIONS.
1. SEE MECHANICAL SECTION FOR SPACING BETWEEN PIPES ON SHARED SUPPORTS.
NOTE:
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N A
L F
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P O
F E
N G
IN
E E
R S
O M
A H
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N E
C
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O L A
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SACRAMENTO DISTRICT
(MULTIPLE PIPE SUPPORTS) OF SUPPORT RESPECTIVELY.
4. DIMENSIONS "D" AND "L" ARE DEPTH OF EMBEDDMENT (SINGLE PIPE SUPPORTS) AND WIDTH
3. VERIFY FINAL WIDTH OF ALL SHARED PIERS WITH STRUCTURAL AND MECHANICAL DRAWINGS.
2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH SITE CONDITIONS.
1. SEE MECHANICAL SECTION FOR SPACING BETWEEN PIPES ON SHARED SUPPORTS.
NOTE:
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S A
C R
A M
E N
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C A
L
IF
O R
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IA
S A
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A M
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T O D
IS
T R
IC
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J S
T R
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T
O
P T
IO
N A
L F
IE
L D
H
IL
L A
F B
U T
R E
P L
A C
E P
O L F
A C
IL
IT
IE
S
P N
D E
S C
H O
L D
E N
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
IT
O L A
V E
N U
E
O M
A H
A D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SACRAMENTO DISTRICT
(MULTIPLE PIPE SUPPORTS) OF SUPPORT RESPECTIVELY.
4. DIMENSIONS "D" AND "L" ARE DEPTH OF EMBEDDMENT (SINGLE PIPE SUPPORTS) AND WIDTH
3. VERIFY FINAL WIDTH OF ALL SHARED PIERS WITH STRUCTURAL AND MECHANICAL DRAWINGS.
2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH SITE CONDITIONS.
1. SEE MECHANICAL SECTION FOR SPACING BETWEEN PIPES ON SHARED SUPPORTS.
NOTE:
F:\HU05\40000 Design Products\CAD_BIM\_Sheets\HU05SS603.dwg
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C H
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SS603
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S A
C R
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T O
C A
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S A
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T R
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L F
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L D
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L A
F B
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P L
A C
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O L F
A C
IL
IT
IE
S
P N
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L D
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
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O L A
V E
N U
E
O M
A H
A D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SACRAMENTO DISTRICT
10885
10873
10862
10861
10882
JP
JP
JP
JP
.3
M M
4726.463
BROKEN
.1
.1
4701.
4725.238
BROKEN
4712.106
S
A N
S
A N
.8
.81
.6
.17
4702.
.2
.37
4719.018
.49
.8
.32
.6
4714.671
4701.0
.3
4714.595
.994
.19
.9
.53
4704.
.5
.79
.88
4727.030
BROKEN
.94
.50
4715.637
6.6
4723.158
BROKEN
4712.639
.78
4727.774
BROKEN
4712.779
.4
4701.
4722.299
BROKEN
4713.137
4715.058
4728.800
BROKEN
4711.312
.7
.1
4716.498
.0
4719.033
4726.999
BROKEN
4702.242
4695.757
4688.300
4702.419
4682.387
4689.542
4691.316
4702.370
0.8
.6
4687.661
4691.050
0.1
T
4680.122
.5
4687.643
4702.374
.1
4680.633
4679.816
4704.209
4685.337
4703.655
4705.407
4685.488
S
A N
4684.114
4691.658
4690.880
4702.596
4690.936
4681.300 4685.406
4702.225
4689.517
4691.115
7.2
T
12 IN CMP
4703.320
4686.531
4692.4064690.784
4704.943
4693.728
M M 4680.131
M M
CAP
CAP
INTO 10 IN
8 IN
CAP
DLIGHT
16 IN
T
16 IN
CAP
PARCEL 112
CAP
6 IN
CAP
CAP
T
N 3565384.213
E 1501870.410
ELEV 4680.092
N 3565680.872
E 1502074.741
ELEV 4702.425
N 3564890.883
E 1502909.735
ELEV 4705.800
IH 15-26-D
IH 15-26-A
N 3564763.271
E 1502534.094
ELEV 4683.838
IH 15-26-C
IH 15-26-B
N 3564660.071
E 1502966.963
ELEV 4699.877
MFT5138
GR
GR
V
V V
GR
V
V
A C
IND
S
A N
8 PIPES CAPPED
10 IN DIA CASING
CAPPED
MH #???
CAPPED PIPES
73-35
IH 15-26-B
47204720
47254725
\\nwofpcadd01\AEC_WS_001\HU05\40000 Design Products\CAD_BIM\_Sheets\HU05MD101.dwg
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A H
A D
IS
T R
IC
T
S I
D
M S .d w g
C R
M
C C
H
C
F
E
L
IN
G F
A C
IL
IT
Y O
R D
E R O
F W
O
K
MD101
PUMPHOUSE SHALL BE SALVAGED AND RETURNED TO THE GOVERNMENT.
EXTERIOR PIPE HEADERS (INCLUDING TEMPORARY PIPING), TRUCK FILLSTANDS, TRUCK OFFLOADS, AND ASSOCIATED STRUCTURES. THE TWO EXISTING 800 GPM PUMPS IN THE EXISTING
AND 10861 ARE TAKEN OUT OF SERVICE, DEMOLITION WORK MAY THEN BEGIN ON EXISTING FUEL SYSTEMS, INCLUDING, BUT NOT LIMITED TO: DEMOLITION OF EXISTING PUMPHOUSE, AND 10861 SHOULD BE TAKEN OUT OF SERVICE TO ALTER ISSUE NOZZLE SIZE, DIKE WALL PIPE PENETRATION AND CONNECTION TO THE NEW EXTERIOR FUEL HEADER. AFTER 10873, 10862
UPON COMPLETION OF SUCCESSFUL TESTING OF ALL NEW WORK, THE NEW SYSTEM CAN BE BROUGHT ON LINE FOR USE WITH TANKS 10885 AND 10882. AT THIS TIME, TANKS 10873, 10862 3.
RECEIPT AND ISSUE NOZZLE SIZE, DIKE WALL PIPE PENETRATION, AND CONNECTION TO THE NEW FUEL HEADERS.
ONCE THE NEW PUMPHOUSE, OFFLOADS, FILLSTANDS, AND EXTERIOR PIPING HEADERS ARE 95% COMPLETE, TANKS 10885 AND 10882 SHALL BE TAKEN OUT OF SERVICE TO ALTER 2.
SERVICE UNTIL WORK IS TO BEGIN WITHIN TANK CONTAINMENT AREA AND/OR CONTAINMENT BERMS.
CONTAINMENT BERM ON WHICH THEY REST ARE DEMOLISHED. TANKS 10885 AND 10882 (FIRST TANKS TO BE CONNECTED TO THE NEW SYSTEM) DO NOT HAVE TO BE TAKEN OUT OF
CONSTRUCTION OF THE NEW PUMPHOUSE, OFFLOADS, FILLSTANDS, AND EXTERIOR PIPING HEADERS MAY BE STARTED ONCE THE 6" COMMERCIAL PIPELINE, 1" WATER DRAWOFF LINE AND
FLUSHED, TESTED, CONNECTED, AND FULLY FUNCTIONAL, THE EXISTING 6" COMMERCIAL PIPELINE CONNECTION AND 1" WATER DRAWOFF CONNECTION CAN BE DEMOLISHED.
INSTALL TEMPORARY 6" ABOVEGROUND PIPING AND VALVES TO ALLOW RECEIPT OF FUEL FROM EXISTING TRUCK OFFLOAD AND VIA COMMERCIAL PIPELINE. ONCE CONNECTION IS 1.
PHASING NOTES:
PUMPHOUSE AND/OR OFF SITE (PRESSURE PIPING)
(OUT) - DENOTES PIPING LEADING FUEL OUT OF THE 2.
(SUCTION PIPING)
(IN) - DENOTES PIPING LEADING FUEL INTO THE PUMPHOUSE 1.
NOTES:
NORTH
PLAN
C3
FUELING FACILITY ORDER OF WORK
SCALE: NO SCALE
L
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ADVERTISEMENT
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
O
P T
IO
N A
L F
IE
L D
H
IL
L A
F B
U T
R E
P L
A C
E P
O L F
A C
IL
IT
IE
S
P N
D E
S C
H O
L D
E N
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
IT
O L A
V E
N U
E
O M
A H
A D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SACRAMENTO DISTRICT
O H
P
O H
P
O H P
O H P
O H P
208Y/120V
150 kVA-
UTIL. #2
HH#2
CCTV
HH#9
HH#1
CCTV
PA - 67,69
PA - 62,64
U G S
U G S
J
J
J
G
UGS
UGS
GENERATOR
50 hP M
M50 hP
MCC
MCC
EP101
M 10 hPMCC
277V/480V
12.47kV -
750 kVA
T1
CV
UGS
UG
S
2P
ES101 ES502
2P
ES101 ES502
2P
ES101 ES502
PB
HH #1
HH #3
PB
PB
HH #2
PB
HH #4
PB
HH #5
S P
PBHH #6
PB
HH #7
S P
R15
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
PB
EP
MH#1
MH #23013-01
EXIST
M M
HH#1
COMM
C4
ES101 ES502
C4
ES101 ES502
SG6
ES101 ES502 S5
ES101 ES502
T-TYPE
100A
2P
ES101 ES502
45'-3
#1
EPDS 1
EPDS 2
EPDS 3
EPDS 4
EPDS 5
EPDS 6
EPDS 7
EPDS 8
EPDS 9
EPDS 10
D B
D B
D B
HH#5
CCTV
HH#4
CCTV
HH#3
CCTV
HH#6
CCTV
S P
PUMPHOUSE
NEW
UTIL. #1
POLE
SECURITY CAMERA
POLE
SECURITY CAMERA
POLE
SECURITY CAMERA
& POLE
FIXTURE
NEW LIGHT
O H P
O H P
O H P
O H P
O H P
O H P
JP
D F2
D F2
SD
J P
J P J P
JP
JP
JP
JP
JP
JP
JP
JP
JP
JP
JP
JP
J P
JP
JP
JP
JP
JP8JP8
JP
JP
DF2DF2
D F2
D F2
JP
JP
D F2
D F2
J P
DF2DF2
D F
D F2
D F2
D F2
D F2
W
W
W
W
W
JET A
55,000 BL
TANK 10885
JET A
55,000 BL
TANK 10882
+100
10,000 BL
TANK 10861
JET A
15,000 BL
TANK 10862
JET A
25,000 BL
TANK 10873
7 3/4
O R
EASTE
M M
4726.463
BROKEN
WESTE
4725.238
BROKEN
4712.106
E
S
A N
S
A N
WESTE
1.5X2 E TO WE
E
4714.671
4714.595
E
4727.030
BROKEN
4715.637
4723.158
BROKEN
4712.639
4727.774
BROKEN
4712.779
4722.299
BROKEN
4713.137
INVERT = 4698.599
12 IN
4728.800
BROKEN
4711.312
UNKNOWN/SEE PHOTOE
MOTOR GATEE
EASTE
4726.999
BROKEN
GRND ROD
4702.242
4695.757
4702.419
E
MW
E
INVERT = 4700.121
6 IN PVC
GATE MOTOR CONT
E
CO
4689.542
T-870-LTM-1
4702.370
E
MW
MW
E
E
E
4687.661
E
MW
MW
E
E
T
E
4687.643
4702.374
E
MW
E
INVERT = 4678.280
8 IN STEEL
E
8 IN STEEL
E
REMOTE MONITOR BOXE
UNKNOWN VALVE
4704.209
4703.655
MW
T-870-007
GATE MOTOR CONTROL
E INVERT = 4681.852
TROUGH
4705.407
4685.488
S
A N
4702.596
E
MOTOR CONTROL GATEE
INVERT = 4692.120
2 IN PVC
FULL H2O
6 IN PVC
MW
4685.406
E
4702.225
4691.115 MOTOR CONTROL GATEE
UNK MH
INVERT = 4691.431
2 IN PVC
4673.596
INVERT = 4677.521
INVERT = 4682.033
8 IN STEEL
INVERT = 4675.521
12 IN RCP
SATELITE DISH
16 IN RCP
T
INVERT = 4675.365
12 IN RCP
E
MW
T-870-002
12 IN CMP
8 IN STEEL
E
12 IN CMP
8 IN STEEL
INVERT = 4699.585
4 IN PVC
E 4673.628
38552
MW
4703.320
4692.4064690.784
4704.943
E
INVERT = 4678.397
8 IN STEEL
E
M
4680.131
E
E
E
E
E
GROUND ROD
CAP
GROUND ROD
VAULT UNKNOWN
CAP
INVERT = 4672.549
6 IN TILE
INTO 10 IN
8 IN PVC
E
8 IN
CAP
E
DLIGHT
E
E
16 IN
E
E
8 IN PVC
E
E
16 IN
GROUND ROD
CAP
PARCEL 112
CAP
E
6 IN
CAP
E
E
CAP
E
EE
E
E
E
E
E
E
E
E
N 3565384.213
E 1501870.410
ELEV 4680.092
N 3564890.883
E 1502909.735
ELEV 4705.800
10 IN FIBERGLASS PIPE
INVERT = 4707.005
IH 15-26-D
IH 15-26-A
N 3564763.271
E 1502534.094
ELEV 4683.838
IH 15-26-B
N 3564660.071
E 1502966.963
ELEV 4699.877
10856
10882
10861
10862
10873
10885
GR
GR
V
V V
GR
V
W
A T
6 IN TILE
6 IN TILE
6 IN TILE
V
A C
DECORATIVE ROCK
D E C
O R
A T
IV
E R
O C
K
IND
S
A N
EAST POND
WEST POND
10812
10816
CB
4" PVC
INVERT = 4697.753
6" PVC
INVERT = 4697.697
6" PVC
INVERT= 4697.70
8 PIPES CAPPED
10 IN DIA CASING
CAPPED
2" RCP
INVERT = 4679.885
4" RCP
INVERT = 4679.010
MH #1
MH #2
THIS UTILITY NEEDS TO BE VERIFIED
MH #3
MH #4
BACK FLOW PREVENTER
CB
CB
MH #???
MH #8
CB
MH #5
MH #6
TROUGH
INVERT = 4715.822
18" DIA
INVERT = 4711.583
MH #8
MH #9
MH #10
MH #11
MH #13
INVERT= 4699.649
INVERT= 4695.344
INVERT= 4695.680
MH # 7
8" DIA
INVERT= 4668.81
MH #12
MH #14
MH #15
CB
INVERT= 4675.005
INVERT= 4676.149
INVERT= 4686.288
INVERT= 4686.224
CAPPED PIPES
(6TH ST)
(6TH ST)(6TH ST)
(L
IB
E R
T Y A
V E
(L
IB
E R
T Y A
V E
(L
IB
E R
T Y A
V E
73-35
IH 15-26-B
CB
RECOVERY TANK
UNDERGROUND PRODUCT
MH #16
MH 2175
MH 2179
.6
.5
4679.816
V
V V
10812
10816
\\nwofpcadd01\AEC_WS_001\HU05\40000 Design Products\CAD_BIM\_Sheets\HU05MD102.dwg
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M
C C
H
C
E E
T O
F
M E
C H
A N
IC
A L D
E M
O L
IT
IO
N P
L A
MD102
CONTINUED ON SHEET MD105
O
N T
IN
U E
D O
N S
H E
N T
IN
U E
D O
N S
H E
N T
IN
U E
D O
N S
H E
E T M
D
20' 40'0
N
SUPPORTS.
2. UPON COMPLETION OF TEMPORARY PIPING, REMOVE AND SCRAP CARBON STEEL PIPING AND ASSOCIATED
1. UPON COMPLETION OF TEMPORARY PIPING INSTALLATION, REMOVE AND SCRAP BYPASSED PORTION OF PIPING.
PHASE I:
KEY NOTES:
MD102MD103MD104
MD106
MD105
MD206
MD205
MD202MD203MD204
2. FOR NEW WORK IN THIS AREA, SEE SHEETS MS102 AND MS302.
1. FOR PHASE II INFORMATION OF THIS AREA, SEE SHEET MD102.
NOTES:
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D E
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B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
\\nwofpcadd01\AEC_WS_001\HU05\40000 Design Products\CAD_BIM\_Sheets\HU05MD103.dwg
12:06:53 PM 6/21/2018 PD: NWO_pdf.pltcfg DS: NWO_Screen.dscript.dscript
J U
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L D N
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R
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E N
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E
A N
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ADVERTISEMENT
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
O
P T
IO
N A
L F
IE
L D
H
IL
L A
F B
U T
R E
P L
A C
E P
O L F
A C
IL
IT
IE
S
P N
D E
S C
H O
L D
E N
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
IT
O L A
V E
N U
E
O M
A H
A D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SACRAMENTO DISTRICT
O H
P
O H
P
O H P
O H P
O H P
208Y/120V
150 kVA-
UTIL. #2
HH#2
CCTV
HH#9
HH#1
CCTV
PA - 67,69
PA - 62,64
U G S
U G S
J
J
J
G
UGS
UGS
GENERATOR
50 hP M
M50 hP
MCC
MCC
EP101
M 10 hPMCC
277V/480V
12.47kV -
750 kVA
T1
CV
UGS
UG
S
2P
ES101 ES502
2P
ES101 ES502
2P
ES101 ES502
PB
HH #1
HH #3
PB
PB
HH #2
PB
HH #4
PB
HH #5
S P
PBHH #6
PB
HH #7
S P
R15
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
PB
EP
MH#1
M M
HH#1
COMM
C4
ES101 ES502
C4
ES101 ES502
SG6
ES101 ES502 S5
ES101 ES502
T-TYPE
100A
2P
ES101 ES502
45'-3
#1
EPDS 1
EPDS 2
EPDS 3
EPDS 4
EPDS 5
EPDS 6
EPDS 7
EPDS 8
EPDS 9
EPDS 10
D B
D B
D B
HH#5
CCTV
HH#4
CCTV
HH#3
CCTV
HH#6
CCTV
S P
PUMPHOUSE
NEW
UTIL. #1
POLE
SECURITY CAMERA
POLE
SECURITY CAMERA
POLE
SECURITY CAMERA
& POLE
FIXTURE
NEW LIGHT
O H P
O H P
O H P
O H P
O H P
O H P
JP
D F2
D F2
SD
J P
J P J P
JP
JP
JP
JP
JP
JP
JP
JP
JP
JP
JP
JP
J P
JP
JP
JP
JP
JP8JP8
JP
JP
DF2DF2
D F2
D F2
JP
JP
D F2
D F2
J P
DF2DF2
D F
D F2
D F2
D F2
D F2
W
W
W
W
W
JET A
55,000 BL
TANK 10885
JET A
55,000 BL
TANK 10882
+100
10,000 BL
TANK 10861
JET A
15,000 BL
TANK 10862
JET A
25,000 BL
TANK 10873
4694.203
4715.951
4695.196
4684.871
4703.240
4705.300
4701.358
4711.546
4708.390
4694.861
4683.940
4701.532
4708.168
4710.621
4707.433
4711.487
4695.051
4696.766
4702.470
4708.876
4687.842
4695.131
4704.582
4688.614
4708.524
4694.750
4715.239
4695.966
4709.552
4703.977
4691.723
4701.373
4732.690
4709.024
4694.025
EASTE
4708.433
4726.218
4719.857
M M
4726.463
BROKEN
4708.571
4701.251
4706.505
4709.051
4720.355
4701.305
4702.790
4729.147
4713.094
4700.006
4729.712
WESTE
4723.152
4695.446
4722.359
4715.899
4725.238
BROKEN
4712.106
4704.634
4694.156
4710.903
4725.831
4718.515
4701.631
4704.657
4702.985
4714.083
4729.251
E
4701.351
4712.258
4708.725
S
A N
4694.942
4705.365
4701.893
4694.072
4691.822
4708.908
4706.428
4695.170
4685.995
4701.787
4706.246
4692.935
4701.224
4702.401
4689.954
WESTE
4727.315
4702.229
4712.702
4724.680
4730.865
4706.741
4729.228
4727.577
4719.079
4711.221
4702.414
4727.516
4724.015
4731.610
4706.243
4729.629
1.5X2 E TO WE
4713.587
4699.045
4727.430
E 4726.977
4719.916
4714.671
4715.599
4705.025
4686.848
4705.962
4714.595
4726.675
4722.797
4732.360
4701.597
4705.651
4729.385
E
4701.292
4697.960
4709.890
4728.717
4709.327
4726.742
4719.963
4713.134
4714.222
4727.030
BROKEN
4707.174
4687.948
4706.280
4725.503
4703.161
4715.637
4727.496
4731.962
4731.962
4705.338
4729.121
4731.285
4718.784
4718.784
4724.156
4723.158
BROKEN
4712.639
4729.608
4703.570
4727.774
BROKEN
4725.203
4712.779
4716.387
4718.632
4725.197
4722.299
BROKEN
4713.137
INVERT = 4698.599
12 IN
4728.466
4728.896
4728.800
BROKEN
4724.661
4719.338
4711.312
4716.798
4732.317
4719.770
4725.454
4710.418
4727.879
4724.995
4730.112
UNKNOWN/SEE PHOTOE
MOTOR GATEE
4732.493
EASTE
4726.031
4727.023
4701.958
4728.418
4726.999
BROKEN
4729.018
4708.260
4731.659
GRND ROD
4702.242
4695.757
4702.419
E
MW
4710.579
4706.160
4699.124
E
INVERT = 4700.121
6 IN PVC
4707.289
GATE MOTOR CONT
E
CO
4689.542
4702.370
E
MW
MW
4698.406
E
E
E
4683.018
4682.754
4687.661
4681.528
E
4682.018
MW
4705.511
MW
4679.611
4676.933
E
4679.932
4690.350
E
4683.070
4678.083
4684.877
4684.877
4686.115
4684.256
T
4698.151
4678.102
E
4684.668
4681.860
4706.113
4691.290
4682.585
4682.949
4683.190
4687.643
4702.374
4682.824
E
4681.009
4681.697
4703.752
MW
E
4679.844
4682.424
INVERT = 4678.280
8 IN STEEL
4677.597
4683.525
4687.496
4684.195
4698.049
4678.299
E
4687.140
4680.924
4707.034
8 IN STEEL
E
REMOTE MONITOR BOXE
4710.322
4700.818
4703.556
4703.556
4704.209
4703.655
4711.672
MW
4702.494
4704.668
GATE MOTOR CONTROL
E INVERT = 4681.852
TROUGH
4705.407
4685.488
S
A N
4702.596
E
MOTOR CONTROL GATEE
4707.945
4703.683
INVERT = 4692.120
2 IN PVC
MW
4685.406
E
4702.225
4691.115 MOTOR CONTROL GATEE
4709.958
4704.775
INVERT = 4691.431
2 IN PVC
4682.809
4682.715
4689.376
4680.842
4680.842
4679.177
4681.328
E
4673.596
4679.309
4676.966
4686.552
4683.585
4679.940
4682.790
4683.704
4687.308
4681.979
INVERT = 4677.521
4682.751
4689.173
4680.343
4680.343
4691.536
INVERT = 4682.033
8 IN STEEL
4682.868
4682.868
4691.913
4681.065
4681.065
INVERT = 4675.521
12 IN RCP
4678.424
4686.397
4689.186
4683.567
4678.647
4683.467
4689.114
4683.208
4682.892
4687.812
4682.510
4682.510
4681.092
16 IN RCP
4682.999
4682.690
T
4678.554
4682.953
4681.209
4680.966
4681.558
4682.902
INVERT = 4675.365
12 IN RCP
4677.337
4685.742
4688.656
4683.421
E
MW
4680.281
4682.981
4687.935
4682.795
12 IN CMP
8 IN STEEL
4679.877
4683.244
4679.024
E
4682.928
4688.048
4681.069
12 IN CMP
4680.145
4681.297
8 IN STEEL
INVERT = 4699.585
4 IN PVC
E 4673.628
4685.475
4688.408
4683.356
4680.299
4683.029
MW
4687.799
4682.906
4690.318
4676.802
4680.081
4691.298
4681.171
4703.320
4692.406
4680.103
4681.184
4690.784
4704.943
E
4676.626
4711.148
4687.560
4689.501
4683.529
INVERT = 4678.397
8 IN STEEL
4714.631
4683.018
4686.004
4698.023
4678.080
4683.186
4683.750
4682.650
4679.939
4703.803
4682.648
4693.728
4680.370
4681.959
E
4680.121
E
4687.827
4689.781
4711.855
4683.573
4685.166
4698.955
4677.884
4683.142
4683.236
4683.236
4682.607
4678.117
4704.958
4682.971
4693.105
4681.311
4680.469
4680.469
4683.082
4678.689
4676.857
4679.393
4678.513
4682.845
4683.419
4689.674
4689.674
4685.932
4681.492
4681.352
4682.867
4681.528
4680.122
4682.455
4678.781
4676.684
4686.706
4689.724
4678.443
4682.816
4688.035
4683.523
4684.636
4682.721
4680.988
M
4690.992
4689.551
E
4701.326
4685.298
E
4686.966
E
E
4691.382
4688.686
E
4701.323
E
4686.047
4698.903
4688.472
4687.167
CAP
GROUND ROD
CAP
INVERT = 4672.549
6 IN TILE
4689.143
4691.705
INTO 10 IN
8 IN PVC
E
4689.462
8 IN
CAP
4686.086
4689.666
4689.175
4692.205
E
DLIGHT
E
E
4686.957
4698.307
16 IN
4686.030
4690.922
E
4688.687
E
8 IN PVC
4692.264
4697.521
4700.973
4686.641
4687.314
E
4689.369
E
4689.754
16 IN
GROUND ROD
CAP
E
4692.197
4696.959
4688.441
4689.190
4692.642
PARCEL 112
CAP
4684.808
4685.647
E
4689.670
4689.739
6 IN
4690.088
4684.424
E
4685.926
E
4689.481
4692.324
CAP
E
EE
E
E
4685.700
E
4685.744
4690.858
E
4688.460
4693.334
E
4684.862
E
E
4685.605
E
4690.705
N 3565384.213
E 1501870.410
ELEV 4680.092
E 1502074.741
ELEV 4702.425
N 3564890.883
E 1502909.735
ELEV 4705.800
10 IN FIBERGLASS PIPE
INVERT = 4707.005
IH 15-26-D
IH 15-26-A
N 3564763.271
E 1502534.094
ELEV 4683.838
IH 15-26-B
N 3564660.071
E 1502966.963
ELEV 4699.877
10856
10882
10861
10862
10873
10885
GR
GR
V
V V
GR
V
W
A T
6 IN TILE
6 IN TILE
6 IN TILE
V
A C
IND
S
A N
10812
10816
CB
4" PVC
INVERT = 4697.753
6" PVC
INVERT = 4697.697
6" PVC
INVERT= 4697.70
8 PIPES CAPPED
10 IN DIA CASING
CAPPED
2" RCP
INVERT = 4679.885
4" RCP
INVERT = 4679.010
CB
CB
MH #???
CB
CB
CAPPED PIPES
73-35
IH 15-26-B
CB
4702.242
4695.757
4702.419
T-870-LTM-1
4702.370
4702.374
UNKNOWN VALVE
4704.209
4703.655
T-870-007
4702.596
4702.225
UNK MH
T-870-002
12 IN CMP
38552
4703.320
4704.943
10861
DECORATIVE ROCK
CAPPED
MH #1
MH #2
THIS UTILITY NEEDS TO BE VERIFIED
INVERT= 4695.680
INVERT= 4686.288
CB
RECOVERY TANK
UNDERGROUND PRODUCT
MH #16
MH 2175
MH 2179
\\nwofpcadd01\AEC_WS_001\HU05\40000 Design Products\CAD_BIM\_Sheets\HU05MD103.dwg
12:06:53 PM 6/21/2018 PD: NWO_pdf.pltcfg DS: NWO_Screen.dscript.dscript
M D
.d w g
C R
M
C C
H
C
E E
T O
F
M E
C H
A N
IC
A L D
E M
O L
IT
IO
N P
L A
MD103
N T
IN
U E
D O
N S
H E
N T
IN
U E
D O
N S
H E
E T M
D
20' 40'0
N
1. ONCE THE NEW 6" TEMPORARY PIPING IS INSTALLED, REMOVE EXISTING PIPING HIGHLIGHTED.
PHASE I:
KEY NOTES:__
MD102MD103MD104
MD106
MD105
2. FOR NEW WORK IN THIS AREA, SEE SHEETS MS103 AND MS303.
1. FOR PHASE II INFORMATION, SEE SHEET MD203.
NOTES:
MD206
MD205
MD202MD203MD204
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
\\nwofpcadd01\AEC_WS_001\HU05\40000 Design Products\CAD_BIM\_Sheets\HU05MD104.dwg
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ADVERTISEMENT
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
O
P T
IO
N A
L F
IE
L D
H
IL
L A
F B
U T
R E
P L
A C
E P
O L F
A C
IL
IT
IE
S
P N
D E
S C
H O
L D
E N
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
IT
O L A
V E
N U
E
O M
A H
A D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SACRAMENTO DISTRICT
O H
P
O H
P
O H P
O H P
O H P
208Y/120V
150 kVA-
UTIL. #2
HH#2
CCTV
HH#9
HH#1
CCTV
PA - 67,69
PA - 62,64
U G S
U G S
J
J
J
G
UGS
UGS
GENERATOR
50 hP M
M50 hP
MCC
MCC
EP101
M 10 hPMCC
277V/480V
12.47kV -
750 kVA
T1
CV
UGS
UG
S
2P
ES101 ES502
2P
ES101 ES502
2P
ES101 ES502
PB
HH #1
HH #3
PB
PB
HH #2
PB
HH #4
PB
HH #5
S P
PBHH #6
PB
HH #7
S P
R15
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
PB
EP
MH#1
M M
HH#1
COMM
C4
ES101 ES502
C4
ES101 ES502
SG6
ES101 ES502 S5
ES101 ES502
T-TYPE
100A
2P
ES101 ES502
45'-3
#1
EPDS 1
EPDS 2
EPDS 3
EPDS 4
EPDS 5
EPDS 6
EPDS 7
EPDS 8
EPDS 9
EPDS 10
D B
D B
D B
HH#5
CCTV
HH#4
CCTV
HH#3
CCTV
HH#6
CCTV
S P
PUMPHOUSE
NEW
UTIL. #1
POLE
SECURITY CAMERA
POLE
SECURITY CAMERA
POLE
SECURITY CAMERA
& POLE
FIXTURE
NEW LIGHT
O H P
O H P
O H P
O H P
O H P
O H P
JP
D F2
D F2
SD
J P
J P J P
JP
JP
JP
JP
JP
JP
JP
JP
JP
JP
JP
JP
J P
JP
JP
JP
JP
JP8JP8
JP
JP
DF2DF2
D F2
D F2
JP
JP
D F2
D F2
J P
DF2DF2
D F
D F2
D F2
D F2
D F2
W
W
W
W
W
JET A
55,000 BL
TANK 10885
JET A
55,000 BL
TANK 10882
+100
10,000 BL
TANK 10861
JET A
15,000 BL
TANK 10862
JET A
25,000 BL
TANK 10873
M
E
S
A N
S
A N
WESTE
1.5X2 E TO WE
E
E
UNKNOWN/SEE PHOTOE
MOTOR GATEE
EASTE
GRND ROD
E
MW
E
GATE MOTOR CONT
E
CO
T-870-LTM-1
E
MW
MW
E
E
E E
MW
MW
E
E
T
E
E
MW
E
E
E
REMOTE MONITOR BOXE
UNKNOWN VALVE
MW
T-870-007
GATE MOTOR CONTROL
E
S
A N
E
MOTOR CONTROL GATEE
MW
E
MOTOR CONTROL GATEE
UNK MH
4673.596
RMK2183
SATELITE DISH
T
E
MW
T-870-002
E
12 IN CMP
E 4673.628
RMK2190
38552
MW
M
E
E
E
E
CAP
GROUND ROD
VAULT UNKNOWN
CAP
INTO 10 IN
E
8 IN
CAP
E
DLIGHT
E
E
RMK4182
16 IN
E
E
E
E
Bore 6
Bore 5
16 IN
GROUND ROD
Bore 4
CAP
E
Bore 3
Bore 2
Bore 1
PARCEL 112
CAP
E
E
E
CAP
E
EE
E
E
E
E
E
E
E
E
N 3565384.213
E 1501870.410
ELEV 4680.092
N 3564890.883
E 1502909.735
ELEV 4705.800
IH 15-26-D
IH 15-26-A
N 3564763.271
E 1502534.094
ELEV 4683.838
IH 15-26-B
N 3564660.071
E 1502966.963
ELEV 4699.877
10856
10882
10861
10862
10873
10885
GR
GR
V
V V
GR
V
W
A T
V A C
DECORATIVE ROCK
D E C
O R
A T
IV
E R
O C
K
IND
S
A N
EAST POND
WEST POND
10812
10816
CB
8 PIPES CAPPED
10 IN DIA CASING
CAPPED
MH #1
MH #2
THIS UTILITY NEEDS TO BE VERIFIED
MH #3
MH #4
BACK FLOW PREVENTER
CB
CB
MH #???
MH #8
CB
MH #5
MH #6
TROUGH
INVERT = 4715.822
18" DIA
INVERT = 4711.583
MH #8
MH #9
MH #10
MH #11
MH #13
INVERT= 4699.649
INVERT= 4695.344
INVERT= 4695.680
MH # 7
8" DIA
INVERT= 4668.81
MH #12
MH #14
MH #15
CB
INVERT= 4675.005
INVERT= 4676.149
INVERT= 4686.288
INVERT= 4686.224
CAPPED PIPES
(6TH ST)
(6TH ST)(6TH ST)
(L
IB
E R
T Y A
V E
(L
IB
E R
T Y A
V E
(L
IB
E R
T Y A
V E
73-35
IH 15-26-B
CB
RECOVERY TANK
UNDERGROUND PRODUCT
MH #16
MH 2175
MH 2179
.3
4726.463
.1
.1
4725.238
BROKEN
4712.106
.8
.81
.6
.17
.2
.37
4719.018
.49
.8
.32
.6
4714.671
.3
4714.595
.994
.19
.9
.53
.5
.79
.88
4727.030
BROKEN
.94
.50
4715.637
6.6
4723.158
BROKEN
4712.639
.78
4727.774
BROKEN
4712.779
.4
4722.299
BROKEN
4713.137
4715.058
4728.800
BROKEN
4711.312
.7
.1
4716.498
.0
4719.033
4726.999
BROKEN
CO
INTO 10 IN
DLIGHT
CAP
MFT5138
10856
10882
V
V
A C
D E C
O R
A T
IV
E R
O C
K
8 PIPES CAPPED
10 IN DIA CASING
CB
TROUGH
INVERT = 4715.822
47204720
47254725
\\nwofpcadd01\AEC_WS_001\HU05\40000 Design Products\CAD_BIM\_Sheets\HU05MD104.dwg
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M D
.d w g
C R
M
C C
H
C
E E
T O
F
M E
C H
A N
IC
A L D
E M
O L
IT
IO
N P
L A
MD104
N T
IN
U E
D O
N S
H E
E T M
D
20' 40'0
N
MD102MD103MD104
MD106
MD105
1. NO DEMOLITION WORK THIS AREA.
PHASE I:
2. FOR NEW WORK IN THIS AREA, SEE SHEETS MS104 AND MS304.
1. FOR PHASE II DEMOLITION PLAN OF THIS AREA, SEE MD204.
NOTES:
MD106
MD105
MD102MD103MD104
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
\\nwofpcadd01\AEC_WS_001\HU05\40000 Design Products\CAD_BIM\_Sheets\HU05MD105.dwg
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J U
L Y
F
IE
L D N
U M
B E
R
F
IL
E N
A M
E
A N
S I
D
W -1
-R -0
ADVERTISEMENT
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
O
P T
IO
N A
L F
IE
L D
H
IL
L A
F B
U T
R E
P L
A C
E P
O L F
A C
IL
IT
IE
S
P N
D E
S C
H O
L D
E N
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
IT
O L A
V E
N U
E
O M
A H
A D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SACRAMENTO DISTRICT
O H
P
O H
P
O H P
O H P
O H P
208Y/120V
150 kVA-
UTIL. #2
HH#2
CCTV
HH#9
HH#1
CCTV
PA - 67,69
PA - 62,64
U G S
U G S
J
J
J
G
UGS
UGS
GENERATOR
50 hP M
M50 hP
MCC
MCC
EP101
M 10 hPMCC
277V/480V
12.47kV -
750 kVA
T1
CV
UGS
UG
S
2P
ES101 ES502
2P
ES101 ES502
2P
ES101 ES502
PB
HH #1
HH #3
PB
PB
HH #2
PB
HH #4
PB
HH #5
S P
PBHH #6
PB
HH #7
S P
R15
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
PB
EP
MH#1
M M
HH#1
COMM
C4
ES101 ES502
C4
ES101 ES502
SG6
ES101 ES502 S5
ES101 ES502
T-TYPE
100A
2P
ES101 ES502
45'-3
#1
EPDS 1
EPDS 2
EPDS 3
EPDS 4
EPDS 5
EPDS 6
EPDS 7
EPDS 8
EPDS 9
EPDS 10
D B
D B
D B
HH#5
CCTV
HH#4
CCTV
HH#3
CCTV
HH#6
CCTV
S P
PUMPHOUSE
NEW
UTIL. #1
POLE
SECURITY CAMERA
POLE
SECURITY CAMERA
POLE
SECURITY CAMERA
& POLE
FIXTURE
NEW LIGHT
O H P
O H P
O H P
O H P
O H P
O H P
JP
D F2
D F2
SD
J P
J P J P
JP
JP
JP
JP
JP
JP
JP
JP
JP
JP
JP
JP
J P
JP
JP
JP
JP
JP8JP8
JP
JP
DF2DF2
D F2
D F2
JP
JP
D F2
D F2
J P
DF2DF2
D F
D F2
D F2
D F2
D F2
W
W
W
W
W
JET A
55,000 BL
TANK 10885
JET A
55,000 BL
TANK 10882
+100
10,000 BL
TANK 10861
JET A
15,000 BL
TANK 10862
JET A
25,000 BL
TANK 10873
.3
M M
4726.463
.1
.1
WESTE
4701.
4725.238
BROKEN
4712.106
E
.8
.81
WESTE
.6
.17
4702.
.2
.37
4719.018
.49
.8
.32
1.5X2 E TO WE
.6
E
4714.671
4701.0
.3
4714.595
.994
E
.19
.9
.53
4704.
.5
.79
.88
4727.030
BROKEN
.94
.50
4715.637
6.6
4723.158
BROKEN
4712.639
.78
4727.774
BROKEN
4712.779
.4
4701.
4722.299
BROKEN
4713.137
INVERT = 4698.599
12 IN
4715.058
4728.800
BROKEN
4711.312
.7
.1
4716.498
UNKNOWN/SEE PHOTOE
MOTOR GATEE
EASTE
.0
4719.033
4726.999
BROKEN
GRND ROD
4702.242
4695.757
4688.300
4702.419
E
MW
E
INVERT = 4700.121
6 IN PVC
GATE MOTOR CONT
E
CO
4682.387
4689.542
4691.316
T-870-LTM-1
4702.370
0.8
E
MW
MW
E
E
E
.6
4687.661
4691.050
0.1
E
MW
MW
E
E
T
E
4680.122
.5
4687.643
4702.374
.1
E
MW
E
INVERT = 4678.280
8 IN STEEL
E
4680.633
8 IN STEEL
E
REMOTE MONITOR BOXE
UNKNOWN VALVE
4679.816
4704.209
4685.337
4703.655
MW
T-870-007
GATE MOTOR CONTROL
E INVERT = 4681.852
TROUGH
4705.407
4685.488
S
A N
4684.114
4691.658
4690.880
4702.596
4690.936
E
MOTOR CONTROL GATEE
INVERT = 4692.120
2 IN PVC
MW
4681.300 4685.406
E
4702.225
4689.517
4691.115 MOTOR CONTROL GATEE
UNK MH
INVERT = 4691.431
INVERT = 4682.033
8 IN STEEL
INVERT = 4675.521
12 IN RCP
SATELITE DISH
16 IN RCP
7.2
T
INVERT = 4675.365
12 IN RCP
E
MW
T-870-002
12 IN CMP
8 IN STEEL
E
12 IN CMP
8 IN STEEL
INVERT = 4699.585
4 IN PVC
E
RMK2190
38552
MW
4703.320
4686.531
4692.4064690.784
4704.943
E
INVERT = 4678.397
E
M
E
E
E
E
E
CAP
GROUND ROD
VAULT UNKNOWN
CAP
INVERT = 4672.549
6 IN TILE
INTO 10 IN
8 IN PVC
E
8 IN
CAP
E
DLIGHT
E
E
RMK4182
16 IN
E
E
8 IN PVC
E
E
Bore 6
Bore 5
16 IN
GROUND ROD
Bore 4
CAP
E
Bore 1
PARCEL 112
CAP
E
E
E
CAP
E
EE
E
E
E
E
E
E
E
E
N 3565384.213
E 1501870.410
ELEV 4680.092
N 3564890.883
E 1502909.735
ELEV 4705.800
10 IN FIBERGLASS PIPE
INVERT = 4707.005
IH 15-26-D
IH 15-26-A
N 3564763.271
E 1502534.094
ELEV 4683.838
IH 15-26-B
N 3564660.071
E 1502966.963
ELEV 4699.877
10856
10882
10861
10862
10873
10885
GR
GR
V
V V
GR
V
W
A T
6 IN TILE
6 IN TILE
6 IN TILE
V
A C
DECORATIVE ROCK
D E C
O R
A T
IV
E R
O C
K
IND
S
A N
EAST POND
WEST POND
10812
10816
CB
4" PVC
INVERT = 4697.753
6" PVC
INVERT = 4697.697
6" PVC
INVERT= 4697.70
8 PIPES CAPPED
10 IN DIA CASING
CAPPED
2" RCP
INVERT = 4679.885
4" RCP
INVERT = 4679.010
MH #1
MH #2
THIS UTILITY NEEDS TO BE VERIFIED
MH #3
MH #4
BACK FLOW PREVENTER
CB
CB
MH #???
MH #8
CB
MH #5
MH #6
TROUGH
INVERT = 4715.822
18" DIA
INVERT = 4711.583
MH #8
MH #9
MH #10
MH #11
MH #13
INVERT= 4699.649
INVERT= 4695.344
INVERT= 4695.680
MH # 7
8" DIA
INVERT= 4668.81
MH #12
CB
INVERT= 4675.005
INVERT= 4676.149
INVERT= 4686.288
INVERT= 4686.224
CAPPED PIPES
(6TH ST)
(6TH ST)(6TH ST)
(L
IB
E R
T Y A
V E
(L
IB
E R
T Y A
V E
(L
IB
E R
T Y A
V E
73-35
IH 15-26-B
CB
RECOVERY TANK
UNDERGROUND PRODUCT
MH #16
MH 2175
MH 2179
CAP
CAP
CAP
8 IN PVC
CAP
CAP
CAP
10862
10873
CAPPED PIPES
\\nwofpcadd01\AEC_WS_001\HU05\40000 Design Products\CAD_BIM\_Sheets\HU05MD105.dwg
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M D
.d w g
C R
M
C C
H
C
E E
T O
F
M E
C H
A N
IC
A L D
E M
O L
IT
IO
N P
L A
MD105
N T
IN
U E
D O
N S
H E
E T M
D
CONTINUED ON SHEET MD102
20' 40'0
N
MD102MD103MD104
MD106
MD105
AND 10873 FROM MANIFOLD VALVE BACK TO TANK NOZZLES.
PIPING AND ASSOCIATED SUPPORTS. REMOVE ALL PIPING AND SUPPORTS ASSOCIATED WITH TANK 10885 (SHEET MD106)
2. REMOVE AND SCRAP PIPING (AND ASSOCIATED SUPPORTS), VALVES. REMOVE AND SCRAP TANK ISSUE AND RECEIPT
1. DRAIN, CLEAN AND INERT TANK.
PHASE I:
KEY NOTES:
2. FOR NEW WORK IN THIS AREA, SEE SHEETS MS105 AND MS305.
1. FOR PHASE II DEMOLITION PLAN OF THIS AREA, SEE SHEET MD205.
NOTES:
MD206
MD205
MD202MD203MD204
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
\\nwofpcadd01\AEC_WS_001\HU05\40000 Design Products\CAD_BIM\_Sheets\HU05MD106.dwg
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J U
L Y
F
IE
L D N
U M
B E
R
F
IL
E N
A M
E
A N
S I
D
W -1
-R -0
ADVERTISEMENT
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
O
P T
IO
N A
L F
IE
L D
H
IL
L A
F B
U T
R E
P L
A C
E P
O L F
A C
IL
IT
IE
S
P N
D E
S C
H O
L D
E N
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
IT
O L A
V E
N U
E
O M
A H
A D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SACRAMENTO DISTRICT
O H
P
O H
P
O H P
O H P
O H P
208Y/120V
150 kVA-
UTIL. #2
HH#2
CCTV
HH#9
HH#1
CCTV
PA - 67,69
PA - 62,64
U G S
U G S
J
J
J
G
UGS
UGS
GENERATOR
50 hP M
M50 hP
MCC
MCC
EP101
M 10 hPMCC
277V/480V
12.47kV -
750 kVA
T1
CV
UGS
UG
S
2P
ES101 ES502
2P
ES101 ES502
2P
ES101 ES502
PB
HH #1
HH #3
PB
PB
HH #2
PB
HH #4
PB
HH #5
S P
PBHH #6
PB
HH #7
S P
R15
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
D B
PB
EP
MH#1
M M
HH#1
COMM
C4
ES101 ES502
C4
ES101 ES502
SG6
ES101 ES502 S5
ES101 ES502
T-TYPE
100A
2P
ES101 ES502
45'-3
#1
EPDS 1
EPDS 2
EPDS 3
EPDS 4
EPDS 5
EPDS 6
EPDS 7
EPDS 8
EPDS 9
EPDS 10
D B
D B
D B
HH#5
CCTV
HH#4
CCTV
HH#3
CCTV
HH#6
CCTV
S P
PUMPHOUSE
NEW
UTIL. #1
POLE
SECURITY CAMERA
POLE
SECURITY CAMERA
POLE
SECURITY CAMERA
& POLE
FIXTURE
NEW LIGHT
O H P
O H P
O H P
O H P
O H P
O H P
JP
D F2
D F2
SD
J P
J P J P
JP
JP
JP
JP
JP
JP
JP
JP
JP
JP
JP
JP
J P
JP
JP
JP
JP
JP8JP8
JP
JP
DF2DF2
D F2
D F2
JP
JP
D F2
D F2
J P
DF2DF2
D F
D F2
D F2
D F2
D F2
W
W
W
W
W
JET A
55,000 BL
TANK 10885
JET A
55,000 BL
TANK 10882
+100
10,000 BL
TANK 10861
JET A
15,000 BL
TANK 10862
JET A
25,000 BL
TANK 10873
.3
M M
4726.463
.1
.1
WESTE
4701.
4725.238
BROKEN
4712.106
E
S
A N
.8
.81
WESTE
.6
.17
4702.
.2
.37
4719.018
.49
.8
.32
1.5X2 E TO WE
.6
E
4714.671
4701.0
.3
4714.595
.994
E
.19
.9
.53
4704.
.5
.79
.88
4727.030
BROKEN
.94
.50
4715.637
6.6
4723.158
BROKEN
4712.639
.78
4727.774
BROKEN
4712.779
.4
4701.
4722.299
BROKEN
4713.137
INVERT = 4698.599
12 IN
4715.058
4728.800
BROKEN
4711.312
.7
.1
4716.498
UNKNOWN/SEE PHOTOE
MOTOR GATEE
EASTE
.0
4719.033
4726.999
BROKEN
GRND ROD
4702.242
4695.757
4688.300
4702.419
E
MW
E
INVERT = 4700.121
6 IN PVC
GATE MOTOR CONT
E
CO
4682.387
4689.542
4691.316
T-870-LTM-1
4702.370
0.8
E
MW
MW
E
E
E
.6
4687.661
4691.050
0.1
E
MW
MW
E
E
T
E
4680.122
.5
4687.643
4702.374
.1
E
MW
E
INVERT = 4678.280
8 IN STEEL
E
4680.633
8 IN STEEL
E
REMOTE MONITOR BOXE
UNKNOWN VALVE
4679.816
4704.209
4685.337
4703.655
MW
T-870-007
GATE MOTOR CONTROL
E INVERT = 4681.852
TROUGH
4705.407
4685.488
S
A N
4684.114
4691.658
4690.880
4702.596
4690.936
E
MOTOR CONTROL GATEE
INVERT = 4692.120
2 IN PVC
MW
4681.300 4685.406
E
4702.225
4689.517
4691.115 MOTOR CONTROL GATEE
UNK MH
INVERT = 4691.431
4673.596
INVERT = 4682.033
8 IN STEEL
INVERT = 4675.521
12 IN RCP
SATELITE DISH
16 IN RCP
7.2
T
INVERT = 4675.365
12 IN RCP
E
MW
T-870-002
12 IN CMP
8 IN STEEL
E
12 IN CMP
8 IN STEEL
INVERT = 4699.585
4 IN PVC
E 4673.628
RMK2190
38552
MW
4703.320
4686.531
4692.4064690.784
4704.943
E
INVERT = 4678.397
E
M
E
E
E
E
E
CAP
GROUND ROD
VAULT UNKNOWN
CAP
INVERT = 4672.549
6 IN TILE
INTO 10 IN
8 IN PVC
E
8 IN
CAP
E
DLIGHT
E
E
RMK4182
16 IN
E
E
8 IN PVC
E
E
Bore 6
Bore 5
16 IN
GROUND ROD
Bore 4
CAP
E
Bore 1
PARCEL 112
CAP
E
E
E
CAP
E
EE
E
E
E
E
E
E
E
E
N 3565384.213
E 1501870.410
ELEV 4680.092
N 3564890.883
E 1502909.735
ELEV 4705.800
10 IN FIBERGLASS PIPE
INVERT = 4707.005
IH 15-26-D
IH 15-26-A
N 3564763.271
E 1502534.094
ELEV 4683.838
IH 15-26-B
N 3564660.071
E 1502966.963
ELEV 4699.877
10856
10882
10861
10862
10873
10885
GR
GR
V
V V
GR
V
W
A T
6 IN TILE
6 IN TILE
6 IN TILE
V
A C
DECORATIVE ROCK
D E C
O R
A T
IV
E R
O C
K
IND
S
A N
EAST POND
WEST POND
10812
10816
CB
4" PVC
INVERT = 4697.753
6" PVC
INVERT = 4697.697
6" PVC
INVERT= 4697.70
8 PIPES CAPPED
10 IN DIA CASING
CAPPED
2" RCP
INVERT = 4679.885
4" RCP
INVERT = 4679.010
MH #1
MH #2
THIS UTILITY NEEDS TO BE VERIFIED
MH #3
MH #4
BACK FLOW PREVENTER
CB
CB
MH #???
MH #8
CB
MH #5
MH #6
TROUGH
INVERT = 4715.822
18" DIA
INVERT = 4711.583
MH #8
MH #9
MH #10
MH #11
MH #13
INVERT= 4699.649
INVERT= 4695.344
INVERT= 4695.680
MH # 7
8" DIA
INVERT= 4668.81
MH #12
MH #14
CB
INVERT= 4675.005
INVERT= 4676.149
INVERT= 4686.288
INVERT= 4686.224
CAPPED PIPES
(6TH ST)
(6TH ST)(6TH ST)
(L
IB
E R
T Y A
V E
(L
IB
E R
T Y A
V E
(L
IB
E R
T Y A
V E
73-35
IH 15-26-B
CB
RECOVERY TANK
UNDERGROUND PRODUCT
MH #16
MH 2175
MH 2179
10885
\\nwofpcadd01\AEC_WS_001\HU05\40000 Design Products\CAD_BIM\_Sheets\HU05MD106.dwg
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20' 40'0
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MD102MD103MD104
MD106
MD105
(SHEET MD105) FROM MANIFOLD VALVE BACK TO TANK NOZZLES.
PIPING AND ASSOCIATED SUPPORTS. REMOVE ALL PIPING AND SUPPORTS ASSOCIATED WITH TANK 10885 AND 10873
2. REMOVE AND SCRAP PIPING (AND ASSOCIATED SUPPORTS), VALVES. REMOVE AND SCRAP TANK ISSUE AND RECEIPT
1. DRAIN, CLEAN AND INERT TANK.
PHASE I:
KEY NOTES:
MD206
MD205
MD202MD203MD204
2. FOR NEW WORK IN THIS AREA, SEE SHEETS MS106 AND MS306.
1. FOR PHASE II WORK IN THIS AREA, SEE SHEET MD206.
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2 3 4 5 6 7 8 9 10
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\\nwofpcadd01\AEC_WS_001\HU05\40000 Design Products\CAD_BIM\_Sheets\HU05MD202.dwg
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ADVERTISEMENT
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