PN79439_VOL1_AMD3.pdf
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PLANS - VOLUME 1 AMENDMENT 0003
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A N
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®of Engineers
US Army Corps
K6ENELAS
09-MAY-2018 11:10
L:\ProjectWise_Projects\Bra1218\AMD3\Index\brqgi001ixV1.dgn
C A
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V .d g n
FOR OFFICIAL USE ONLY (FOUO)
F O
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F F
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ISSUED FOR CONSTRUCTIONFOR OFFICIAL USE ONLY (FOUO)
GI001
IN
D
E X O
F D
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IN
G S
A D
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E D S
K
IL
L S T
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IN
IN
G F
A C
IL
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F O
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G G
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IN
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P S O
F E
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IN
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P E A
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N Z
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IN
M A
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M
A Y
SHEET ID.
INDEX OF DRAWINGS
D E
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P S O
F E
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IN
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SHEET ID.
TITLESHEET ID.
TITLETITLE
G-001 COVER SHEET
GI001 INDEX OF DRAWINGS
GI002 ABBREVIATIONS AND SYMBOLS
GI003 GENERAL NOTES
GI004 GENERAL NOTES
GI005 CIVIL LEGENDS
GI100 LOCATION PLAN
GI101 D AREA MASTER PLAN
GI102 CONSTRUCTION PHASING PLAN
GI103 CONSTRUCTION PHASING PLAN: PHASE 2
VF100 OVERALL EXISTING CONDITIONS
VF101 EXISTING CONDITIONS PLAN 'A'
VF102 EXISTING CONDITIONS PLAN 'B'
VF103 EXISTING CONDITIONS PLAN 'C'
VF104 EXISTING CONDITIONS PLAN 'D'
B-001 SOIL CLASSIFICATION CHART AND NOTES
B-100 SOIL TEST BORING LOCATION PLAN
B-300 SOIL TEST BORING LOGS
B-301 SOIL TEST BORING LOGS
B-302 SOIL TEST BORING LOGS
B-303 SOIL TEST BORING LOGS
B-304 SOIL TEST BORING LOGS
B-305 LABORATORY SOIL TEST DATA
B-306 LABORATORY SOIL TEST DATA
B-307 LABORATORY SOIL TEST DATA
B-308 LABORATORY SOIL TEST DATA
B-309 LABORATORY SOIL TEST DATA
B-310 LABORATORY SOIL TEST DATA
CD101 DEMOLITION PLAN 'A' - BASE BID
CD101A DEMOLITION PLAN 'A' - BASE BID + BID OPTION
CD102 DEMOLITION PLAN 'B' - BASE BID
CD102A DEMOLITION PLAN 'B' - BASE BID + BID OPTION
CD103 DEMOLITION PLAN 'C' - BASE BID
CD104 DEMOLITION PLAN 'D' - BASE BID
CS001 MARKING, STRIPING, AND SIGNAGE PLAN
CS100 OVERALL SITE PLAN
CS101 SITE LAYOUT PLAN 'A' - BASE BID
CS101A SITE LAYOUT PLAN 'A' - BASE BID + BID OPTION
CS102 SITE LAYOUT PLAN 'B' - BASE BID
CS102A SITE LAYOUT PLAN 'B' - BASE BID + BID OPTION
CS103 SITE LAYOUT PLAN 'C' - BASE BID
CS103A SITE LAYOUT PLAN 'C' - BASE BID + BID OPTION
CS104 SITE LAYOUT PLAN 'D' - BASE BID
CS104A SITE LAYOUT PLAN 'D' - BASE BID + BID OPTION
CS501 PAVEMENT SECTION DETAILS
CS502 CONCRETE JOINTING DETAILS
CS503 SITE DETAILS
CS504 SIGNAGE DETAILS
CS505 PAVEMENT MARKING DETAILS
CS506 PAVEMENT MARKING DETAILS
CS507 TRASH COLLECTION POINT DETAILS
CS508 FENCE DETAILS
CT101 ARDENNES ROAD AT ZABITOSKY ROAD FINAL SIGNAL PLANS GEOMETRIC PLAN - BID OPTION
CT102 ARDENNES ROAD AT ZABITOSKY ROAD FINAL SIGNAL PLANS CLEARANCE DIAGRAM AND CALCULATIONS - BID OPTION
C-501 ARDENNES ROAD AT ZABITOSKY ROAD FINAL SIGNAL PLANS MAST ARM DETAILS - BID OPTION
C-502 ARDENNES ROAD AT ZABITOSKY ROAD FINAL SIGNAL PLANS MAST ARM DETAILS - BID OPTION
E-501 ARDENNES ROAD AT ZABITOSKY ROAD ELECTRICAL DETAIL - BID OPTION
E-502 ARDENNES ROAD AT ZABITOSKY ROAD ELECTRICAL DETAIL - BID OPTION
CG100 OVERALL GRADING AND DRAINAGE PLAN
CG101 GRADING AND DRAINAGE PLAN 'A' - BASE BID
CG101A GRADING AND DRAINAGE PLAN 'A' - BASE BID + BID OPTION
CG102 GRADING AND DRAINAGE PLAN 'B' - BASE BID
CG102A GRADING AND DRAINAGE PLAN 'B' - BASE BID + BID OPTION
CG103 GRADING AND DRAINAGE PLAN 'C' - BASE BID
CG103A GRADING AND DRAINAGE PLAN 'C' - BASE BID + BID OPTION
CG104 GRADING AND DRAINAGE PLAN 'D' - BASE BID
CG104A GRADING AND DRAINAGE PLAN 'D' - BID OPTION
CG201 ROAD PROFILES
CG202 STORM DRAIN PROFILES
CG203 STORM DRAIN PROFILES
CG501 STORM DRAINAGE DETAILS
CG502 STORM DRAINAGE DETAILS
CG503 STORM DRAINAGE SCHEDULE
CP101 CONCRETE JOINTING PLAN
CU101 UTILITY COORDINATION PLAN - BASE BID
CU101A UTILITY COORDINATION PLAN - BASE BID + BID OPTION
CE001 EROSION AND SEDIMENT CONTROL COVER SHEET
CE101 PHASE 1 INITIAL EROSION CONTROL PLAN
CE102 PHASE 1 INTERMEDIATE AND PHASE 2 INITIAL EROSION CONTROL PLAN
CE103 PHASE 2 INTERMEDIATE EROSION CONTROL PLAN
CE104 FINAL STABILIZATION PLAN
CE500 EROSION CONTROL NOTES
CE501 EROSION CONTROL NOTES
CE502 EROSION CONTROL DETAILS
CE503 EROSION CONTROL DETAILS
CE504 EROSION CONTROL DETAILS
CE505 EROSION CONTROL DETAILS
CE506 EROSION CONTROL DETAILS
LP101 LANDSCAPE PLAN
LP501 LANDSCAPE DETAILS
MS101 MECHANICAL SITE UTILITY DEMO - OVERALL PLAN
MS102 MECHANICAL SITE UTILITY DEMO - PARTIAL PLAN
MS103 MECHANICAL SITE UTILITY DEMO - PARTIAL PLAN
MS104 MECHANICAL SITE UTILITY DEMO - PARTIAL PLAN
MS105 MECHANICAL SITE UTILITY DEMO - PARTIAL PLAN
MS106 MECHANICAL UTILITY SITE PLAN - NEW WORK
MS501 MECHANICAL SITE DETAILS
MS502 MECHANICAL SITE DETAILS
MS503 MECHANICAL SITE DETAILS
MS504 MECHANICAL SITE PROFILES
MS505 MECHANICAL SITE VALVE PIT DETAILS
MS506 MECHANICAL SITE VALVE PIT DETAILS
ES001 SITE ELECTRICAL & COMM LEGEND & NOTES
ES101 POWER SITE PLAN
ES401 ENLARGED PED BRIDGE
TS101 COMMUNICATIONS SITE PLAN
TS102 COMMUNICATIONS SITE PLAN
TS103 COMMUNICATIONS SITE PLAN
TS501 COMMUNICATIONS DETAILS
W
IL
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MS106
KEYED NOTES
GENERAL NOTES:
SGNL BX
PED TEL
PED TEL
PED TEL
GV
GV
EJB
EM
EM
EM
ANC GUY
EL TF
P TF
P TF
P TF
CONC S/W
CONC S/W
C O
C
W
C O
W
C O
W
7' CH-LK FENCE
CONC S/W
CONC S/W
GAZEBO
GAZEBO
FENCE
4' CH-LK
GAZEBO
FFE=306.0
BLDG # D-2212
1-STORY MOBILE HOME
FFE=304.20
BLDG # D-2211
1-STORY MOBILE UNITS
CONC DITCH
C O
I T
C H
CONC DITCH
L
B O
R D
E R
L
R D
E R
HVAC
HVAC
HVAC
RIP-RAP
18" RCP
" R
C P
12" RCP
36" RCP
12" RCP OUT=267.94
8" RCP IN=273.27
TOP=276.37
STORM MH W/ CI
R C P
R C P
" R
C P
C M
P
48" CMP OUT=265.36
36" CMP IN=266.34
12" RCP IN=269.80
TOP=274.31
STORM MH W/ CI
12" RCP OUT=273.01
TOP=276.15
STORM MH W/ CI
12" RCP
12" RCP OUT=284.75
TOP=289.85
STORM MH W/ CI
" R
C P
12" RCP OUT=281.38
12" RCP IN=281.57
12" RCP IN=281.58
8" RCP=281.78
TOP=286.47
DI
12" RCP
" R
C P
15" RCP OUT=277.09
12" RCP IN=280.63
8" RCP IN=279.28
8" RCP IN=280.68
TOP=283.13
STORM MH W/ CI
" R
C P
" R
C P
R C P
R C
P
24" RCP OUT=286.24
18" RCP IN=286.62
TOP=291.93
STORM MH W/ CI
15" RCP OUT=273.99
15" RCP IN=274.07
TOP=280.37
STORM MH W/ CI
WV
8" PVC
6" PVC
" P
V C
6" PVC
6" PVC OUT=277.79
8" PVC IN=277.85
TOP=285.24
SAN. MH
P A I N
T E
D
P V C
8" PVC OUT=291.71
6" PVC IN=292.57
6" PVC IN=293.10
4" PVC IN=298.75
TOP=300.69
SAN. MH
6" PVC OUT=281.15
6" PVC IN=281.15
TOP=284.01
SAN. MH
BOTTOM=275.02
TOP=285.52
STEAM PIT
BOTTOM=267.47
TOP=278.17
STEAM PIT
BOTTOM=293.73
TOP=300.30
STEAM PIT
RD
RD
RD
RD
RD
RD
RD
RD
C O
W
C O
W
ARDENNES ST.
ASPHALT
R E
T A I N I
G
W
L L
CONC.
M O
S
Y
T
M O
S
Y
CONC S/W
CONC.
NO STRUCTURE FOUND
APPROX. LOCATION
HVAC
LS BORDER
LS BORDER
W O
R
M P
BOTTOM=294.21
TOP=301.78
CONC. VAULT
WM
WM
WM
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
S T
E P
S
STEPS
S T
E P
S
S T
E P
S
S T
E P
S
S T
E P
S
GUY
GUY
GUY
GUY
GUY
GUY
GUY
GUY
GUY
CO
CO
PP WITH TELE
PP WITH TELE
PP
PP
PP
PP
PP
S T
T
S
S
S
S
S
S
GUY
STEPS
STEPS
STEPS
DRAIN
WV BOX
HEDGE
HEDGE
ASPHALT
ASPHALT
PPL
PPL
PPL
PPL
INV. NOT ACCESSIBLE
TOP=284.03
DI
12" RCP OUT=282.82
TOP=287.10
DI
18" RCP OUT=292.75
18" RCP IN=292.78
TOP=296.14
DI
FIN FLR: 291.00
ADVANCED SKILLS TRAINING FACILITY
M T
W S
R
C H
W S
R
M T
W S
R
C H
W S
R
2-1/2" MTWS&R
6" CHWS&R
M T
W S
R
C H
W S
R
M E
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A N
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KEY PLAN
60'0 30'
N
10.. CAP EXISTING SHUT-OFF VALVES FOR DEMOLISHED PIPING.
2-1/2" CHWS&R.
9. CAP EXISTING CHW & LTW PIPING. APPROX SIZES 1-1/2" LTWS&R AND
FROM ADA RAMP.
8. NEW VALVE PIT. PROVIDE AT LEAST 10 FT STAND OFF CLEARANCE
7. NEW MTW EXPANSION LOOP.
STAND OFF CLERANCE FROM ADA RAMP
6. NEW 4" CHWS&R AND 4" LTWS&R PIPING. PROVIDE AT LEAST 10 FT
5. NEW 6" CHWS&R AND 2-1/2" LTWS&R PIPING.
4. NEW VALVE PIT.
3. NEW 8" CHWS&R AND 4" LTWS&R PIPING.
2. EXISTING 14" CHWS&R AND 5" LTWS&R PIPING MAIN.
OPENINGS TO ACCOMMODATE THE NEW LARGER PIPE SIZES.
AND 4" MTWS&R PIPING. RE-USE AND ENLARGE EXISTING PIT WALL
1. EXISTING MTW & CHW VALVE PIT TO REMAIN. TIE-IN NEW 8" CHWS&R
FROM THE BLDG OUT TO EACH HOT BOX ENCLOSURE.
IS 10 PSIG. CONTRACTOR SHALL PROVIDE, ROUTE, AND INSTALL A 120V 20A GFI CIRCUIT
WATER SERVICE LINES TO THE NEW FACILITY. BFP MAXIMUM PRESSURE DROP
ABOVEGROUND HEATED ENCLOSURE (I.E. "HOT BOX") FOR BOTH FIRE WATER AND DOMESTIC
10. ONUS IS RESPONSIBLE AND WILL PROVIDE A BACKFLOW PREVENTOR ASSEMBLY IN AN
CONNECTIONS.
LOCATIONS INSTALLED BY ONUS AND IS RESPONSIBLE FOR PERFORMING THE ACTUAL TIE-IN
CONTRACTOR SHALL COORDINATE WITH THE LOCATION OF WATER AND SEWER LINE
LINE DEMARCATION /TIE-IN POINTS RESPECTIVELY (UNLESS OTHERWISE INDICATED). THE
SYSTEM THROUGHOUT THE FACILITY AND OUT TO THE BUILDING FIVE (5) AND TEN (10) FEET
FOR THE CONNECTION , ROUTING, AND INSTALLATION OF THE WATER AND SEWER PIPING
9. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND PERFORMING THE WORK
DEMARCATION/TIE-IN POINT.
BE PROVIDED AND INSTALLED BY ONUS UP TO THE BLDG FIVE (5) AND TEN (10) FOOT LINE
8. NEW DOMESTIC WATER, FIRE WATER AND SANITARY SEWER DISTRIBUTION LINES ARE TO
FINISHED GRADE.
7. CHW & MTW DISTRIBUTION LINES SHALL BE BURIED A MINIMUM OF THREE (4) FEET BELOW
6. REFER TO PAVING AND GRADING PLANS FOR EXISTING AND NEW FINISH GRADE CONTOURS.
TWO-WEEKS REQUEST NOTICE SHALL BE GIVEN PRIOR TO ANY UTILITY SHUT-DOWN.
SHUT-DOWN SHALL BE MINIMIZED. MAXIMUM SHUT-DOWN DURATION SHALL BE 72 HOURS.
WITH THE CONTRACTING OFFICER, FT BRAGG DPW, AND HONEYWELL. DURATION OF UTILITY
5. ANY REQUIRED SHUT-DOWN OF UTILITIES DURING CONSTRUCTION SHALL BE COORDINATED
WALKS.
MECHANICAL DISTRIBUTION PIPING WITH ALL OTHER UTILITIES, BUILDINGS, STREETS AND
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INSTALLATION OF
INSTALLED AND ARE EXISTING.
ASSUME THAT ALL UTILITIES INDICATED TO BE INSTALLED BY OTHER PROJECTS, HAVE BEEN
FACILITATE CONNECTION AND/OR INSTALLATION OF NEW UTILITIES. CONTRACTOR SHALL
RESPONSIBLE FOR COORDINATING AND PERFORMING ADJUSTMENTS AS REQUIRED TO
3. LOCATIONS OF ALL EXISTING UTILITIES SHOWN ARE APPROXIMATE, AND CONTRACTOR IS
SEWER, STORM DRAINAGE AND ELECTRICAL PLANS.
UNDERGROUND UTILITIES AND THOSE TO BE CONSTRUCTED. REFER TO WATER, SANITARY
2. CONTRACTOR IS TO COORDINATE ALL MECHANICAL DISTRIBUTION BETWEEN EXISTING
SYSTEM AND VALVE PITS SHOWN.
FOR THE TIE-IN CONNECTION , ROUTING, AND INSTALLATION OF NEW CHW & LTW PIPING
1. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND PERFORMING THE WORK
K
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6+41
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ISSUED FOR CONSTRUCTION
M A
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K6ENELAS
09-MAY-2018 13:00
IP_PWP:dms18904\brqms106.dgn
Z A
B
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O S
K Y R
D
ARDENNES ST.
M O
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Y S
T
M O
S B
Y S
12"
MIN
12"
MIN
VARIES VARIES VARIES
INSULATION
(TYP)
CHILLED WATER SUPPLY
AND RETURN SHIPPING
CONDUIT (TYP)
INSULATION (TYP)
LOW TEMPERATURE WATER
SUPPLY & RETURN PIPING
CENTERLINE PIPE SPACING
NOT TO SCALE
FIN. FLOOR
CONDUIT
FOOTING
NOTE:
SEE MS-PLATES FOR
DISTRIBUTION LAYOUT
LTWS&R & CHWS&R
PROVIDE SCHEDULE 40 GALVANIZED
STEEL SLEEVE WITH 1" MIN. ANGULAR
CAULKED SPACE
ANCHOR PIPES WHERE SHOWN
ON DISTRIBUTION DRAWINGS
FIN. GRADE
PROVIDE FLOOR SLEEVE
WITH LEAK PLATE
V A
R
IE
S
(2
M
IN
PIPE ANCHOR DETAIL
NOT TO SCALE
PIPE SPACING AND RELOCATION OF UTILITES
ELEVATION
NOT TO SCALE
UE
CONC. ENCASED
45° 45° W
SD
LTW OR CHW
12”
MIN
6”
MIN 12”
MIN
CL CL
VARIES
INSULATION
(TYPICAL)
M
IN
FIN. GRADE
TRENCH WALL
(DIRECT BURIAL)
TOP OF PIT
16"
V A
L V
E M
A N
H O
L E D
E P
T H V
A R
IE
S
M A
X
BOTTOM OF
VALVE PIT
9"X4"X2" WIDE X"
THICK STEEL
BRACKET (TYP.)
f" DIA. RUNG PROVIDE A
RUBBER RUNG MATERIAL
FOR SAFETY (TYP.)
TRENCH WALL
2"X..." STEEL BAR (TYP.)
" DIA. EXPANSION
ANCHOR BOLTS (TYP.)
7"
ACCESS LADDER
NOT TO SCALE
MS501
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X X
X X
X X -X
X -X -X
X X
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SHEET ID
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ISSUED FOR CONSTRUCTION
M A
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K6ENELAS
09-MAY-2018 13:01
IP_PWP:dms18904\brqms501.dgn
?” TYP.
?” SPACE ?”
? LENGTH OF PIT
GRATING
ACCESS COVER OVER
ACCESS LADDER
SEE DETAIL C
M
IN
T O S
U
IT
M
A N
H O
L E
L VALVE MANHOLE
GRATING
SUMP-MIN. 2'-0"X2'-0"X2'-0" DEEP
OR AS REQUIRED TO SUIT PUMP
INSTALLED AT THE MINIMUM TO
ACCOMMODATE PUMP PLUS 6".
CONT. WATERSTOP
(TYPICAL)
#6 BARS AT EACH END
MINIMUM 30" LONG (TYP.)
PIPE SLEEVE (TPYICAL)
DISTRIBUTION STEEL
#4 @ 12" C/C
TYPICAL
LADDER RUNG PROVIDE
RUBBER
ON RUNGS (SEE DETAIL
BELOW)
BEAM SUPPORT FOR
GRATING IF REQUIRED
BY DESIGN
GRATING COVER (TYP)
PROVIDE WALL REINF.
ON 2 LAYERS AS SHOWN
TYPICAL
2” CLEAR
TYP. @ WALL
WATERPROOF
MEMBRANE
6”
TYP.
PROVIED SLAB REINF.
ON 2 LAYERS AS SHOWN
T Y
P
FIN. GRADE FIN. GRADE
6”
TYP.
3”
6”
3” CLEARANCE
TYPICAL AT BOTTOM
2” CLEAR
TYPICAL
AT TOP
TYPICAL VALVE PIT CROSS-SECTION
NOT TO SCALE
10”
TYP
2” CLEARANCE
(TYP)
4”
NOTES:
1. THE TYPICAL VALVE PIT CROSS SECTION IS SHOWN FOR ILLUSTRATION
ONLY. THE CONTRACTOR IS TO DESIGN AND PROVIDE SIMILAR
CROSS SECTION DETAILS.
2. THE CONTRACTOR HAS TO DESIGN EACH VALVE PIT AS PER EXISTING
SOIL. AT THE MINIMUM, USE LATERAL EARTH PRESSURE = 30 LBS/SQ. FT.
IF THERE IS SEASONAL HIGH WATER TABLE AT THE SITE, INCLUDE ALSO
HYDROSTATIC PRESSURE IN THE DESIGN OF THE WALLS.
3. USE MINIMUM THICKNESS OF 12" FOR ALL WALLS EXCEPT USE MINIMUM THICKNESS
OF 15" FOR THE BOTTOM SLAB WHEN DEPTH OF VALVE PIT INCREASES
MORE THAN 7'-6".
4. THE CONTRACTOR SHALL PREPARE A COMPLETE SHOP DRAWING PACKAGE TO BE APPROVED
BY THE CONTRACTING OFFICER. THE PACKAGE SHALL INCLUDE AT A MINIMUM, CROSS-SECTIONS
AND DETALS OF THE VALVE PITS, BAR BENDING SCHEDULE, CONSTRUCTION JOINT LOCATION AND
DETAILS, ETC.
5. THE GRATING SHALL BE GALVANIZED AND HAVE PROVISIONS FOR A LOCK SO THAT
IT CANNOT BE REMOVED BY UNAUTHORIZED PERSONNEL.
6. THE BEAM SUPPORT IN THE MIDDLE IS AT THE DISCRETION OF THE CONTRACTOR
AND SHOULD BE BASED ON DESIGN.
7. LIVE ON METAL GRATING SHALL BE LARGER OF THE TWO:
A) UNIFORM LOAD = 100 LBS PER SQ. FT.
B). WHEEL LOAD = 16K
8. THE LENGTHS, WIDTHS AND DEPTHS OF THE VALVE PITS ARE SHOWN ON
PLATES MS-18 TO MS-20.
9. USE CONCRETE f'c = 4000 PSI, STEEL REINFORCEMENT fs = 60 000 PSI
6” 7”
1” DIA. ROD
LADDER RUNG DETAIL
NOT TO SCALE
NOTES:
1. INSIDE DIAMETER (ID) OF SLEEVE SHALL BE DETERMINED AFTER
MTWS&R / CHWS&R CONDUIT OUTSIDE DIAMETER (OD) HAS BEEN
VERIFIED. GENERALLY, SLEEVE (ID) SHALL BE 5" MORE THAN
CONDUIT OD. VERIFY WITH SEAL MANUFACTURER.
CASING OD CONDUIT
INDISDE WALL
SEE NOTE 1
1" THREADED BRASS
CAP OR PLUG
INSULATION ON
CARRIER PIPE
PIPE SLEEVE
WATER STOP
WELDED TO SLEEVE
EXTEND 18" ABOVE CARRIER PIPE
OR 6" BELOW UNDER SIDE OF
VALVE PIT TOP.
GLOBE VALVE
1" SHORT NIPPLE &
SCREWED CAP TYPICAL
CONDUIT SEAL (SIMILAR
OR EQUAL TO LINK-SEAL
MODEL - LS)
CONDUIT WALL PENETRATION
NOT TO SCALE
CONDUIT
VALVE PIT OR DRAIN
PIT WALL SEAL BETWEEN PIPE SLEEVE
& PIPE OR CONDUIT WITH
WATERPROOF CAULKING MATERIAL
PIPE SLEEVE (SEE NOTES)
LEAK PLATE (…" STEEL)
WELD TO PIPE SLEEVE
TYPICAL PIPE SLEEVE INSTALLATION
NOT TO SCALE
TYPICAL CONNECTION DETAILS BRANCH LINES TO
MAINS & SERVICE LINES TO BRANCH LINES
NOT TO SCALE
LTWS & LTWR MAINS
OR BRANCH LINES SEE
PLNS FOR SIZE
LTW CONDUIT
CONDUIT TEE (TYP)
LONG RADIUS ELBOW (TYP)
REDUCING TEE (TYPICAL) 90 DEGREE ELBOW (TYP)
BRANCH LINES OR SERVICE
LINES SEE PLANS FOR DETAILS
CHWS &CHWR MAINS OR BRANCH
LINES SEE PLANS FOR SIZE
CONDUIT
NOTE:
SEE MS-PLANS FOR VALVE
PIT VLVES AND PIPE SIZES
CONDUIT TEE
(TYPICAL)
MS502
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IN
A
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ISSUED FOR CONSTRUCTION
M A
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H
K6ENELAS
IP_PWP:dms18904\brqms502.dgn
†" X Š" BAR
ALL AROUND
WELD TO ANGLE
EXISTING
FIN. GRADE
M
IN
GALVANIZED
GRATING (TYP)
L3”XL3”X?
•" DIA. x 4" LOADED
ANCHOR STUD @ 30" O.C.
ANGLE SUPPORT FOR GRATING
NOT TO SCALE
STRUCTURAL SUPPORT FOR GRATING
NOT TO SCALE
EXIST. FIN
GRADE
W-BEAM IN THE MIDDLE
IF REQUIRED BY DESIGN
? WIDTH OF PIT WALL
FLOAT
LIFT CHECK
VALVE
ANCHOR AND SUPPORT
FROM WALL
UNION
SUBMERSIBLE PUMP
120V, HP
SUCTION STRAINER
2” PUMP DISCHARGE
TO STORM DRAIN
PIPE SLEEVE, CAULK ALL
AROUND CONDUIT AND SLEEVE
WITH WATERPROOF MATERIAL
ELECTRICAL CONDUIT
FIN. GRADE
M A
X
M
IN
B E
L O
W
G R
A D
E
TYPICAL SUMP PUMP DETAIL
NOT TO SCALE
FIN. GRADE
VALVE PIT WALL
PIPE SLEEVE WITH
LEAK PLATE
LINE FITTING
(TYP)
INSULATED - LTWS &
LTWR LINES AND CHWS
AND CHWR LINES FROM
LOW POINT OF LINES
SHORT NIPPLE &
CAP (TYPICAL)
GATE VALVE FOR
LOW TEMP. WATER
GATE VALVE FOR
CHILLED WATER
LOW TEMP. WATER
LINE OR CHILLED WATER
LINE INSIDE PIT.
GALVANIZED GRATING
COVER (TYP.)
NOTE:
SEE VALVE PIT PIPING
DETAILS FOR DRAIN
LINE AND VALVE SIZES.
TYPICAL DRAIN ASSEMBLY
NOT TO SCALE
MS503
M E
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A R
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A
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L U
M E
ISSUED FOR CONSTRUCTION
M A
R C
H
K6ENELAS
IP_PWP:dms18904\brqms503.dgn
0+00 1+00 2+00 3+00 4+00 5+00 5+60
0+00 1+00 2+00
MS504
S H
E E
T A
D D
E D I
N A
C C
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D A
N C
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IT
H A
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N D
M E
N T
M
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M E
C H
A N
IC
A L S
IT
E P
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F
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NEW VALVE PIT #1
NEW VALVE PIT #1
BLDG
SERVICE LINE TO BLDG
PROFILE BETWEEN VALVE PITS
A F
A M
B L E
J S
T E
IN
A N
S I
D
C H
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K E
D B
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D R
A W
N B
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A
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M E
ISSUED FOR CONSTRUCTION
M A
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IP_PWP:dms18904\brqms504.dgn
SPLASH BLOCK
2" DISCHARGE TO
EXISTING VALVE PIT
SECTION A-A
SECTION C-C
SECTION B-B SECTION D-D
NEW VALVE PIT #1
SECTION E-E
SECTION F-F
1'-6" 2'-0"1'-6"
A P
P R
O X
1'-6"
A P
P R
O X
2'-9"
A P
P R
O X
5'-1"
A P
P R
O X
A P
P R
O X
A P
P R
O X
A P
P R
O X
A P
P R
O X
A P
P R
O X
APPROX 2'-0"
APPROX 10'-0"
APPROX 10'-0"
9'-6"
A P
P R
O X
3'-0"
A P
P R
O X
FINISHED GRADE
TOP OF VALVE PIT TOP OF VALVE PIT TOP OF VALVE PIT
PIPE
CAPPED
PIPE
CAPPED
PIPE
CAPPED
PIPE
CAPPED
EXISTING VALVE PIT -DEMO & NEW WORK
A A
B B DD F F
C C E E
TOP OF VALVE PIT TOP OF VALVE PIT TOP OF VALVE PIT
FINISHED GRADE FINISHED GRADE
FINISHED GRADE FINISHED GRADE FINISHED GRADE
A P
P R
O X
A P
P R
O X
A P
P R
O X
MS505
M E
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W P
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X X
X X
X X -X
X -X -X
X X
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2 3 4 5 6 7 8 9 10
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ISSUED FOR CONSTRUCTION
M A
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H
K6ENELAS
IP_PWP:dms18904\brqms505.dgn
NEW VALVE PIT #3NEW VALVE PIT #2
MS506
S H
E E
T A
D D
E D I
N A
C C
O R
D A
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E W
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A N
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E V
A L
V E P
IT
D
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A
IL
S
1'-6" 2'-0"1'-6"
9'-6"
3'-0"
1'-6" 2'-0"1'-6"
9'-6"
3'-0"
SECTION A-A
SECTION B-B
AA B B
A F
A M
B L E
J S
T E
IN
A N
S I
D
C H
E C
K E
D B
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D R
A W
N B
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S
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W P
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X X
X X
X X -X
X -X -X
X X
X
SHEET ID
F
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A M
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B
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D
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F
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2 3 4 5 6 7 8 9 10
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M A
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US Army Corps
C A
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G O
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S C
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F E
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FOR OFFICIAL USE ONLY (FOUO)
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A R
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IN
A
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L U
M E
ISSUED FOR CONSTRUCTION
M A
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H
K6ENELAS
IP_PWP:dms18904\brqms506.dgn
| GI001 INDEX OF DRAWINGS |
| MS106 MECHANICAL SITE UTILITIES NEW WORK PLAN |
| MS501 MECHANICAL SITE DETAILS |
| MS502 MECHANICAL SITE DETAILS |
| MS503 MECHANICAL SITE DETAILS |
| MS504 MECHANICAL SITE PROFILES |
| MS505 MECHANICAL SITE VALVE PIT DETAILS |
| MS506 MECHANICAL SITE VALVE PIT DETAILS |
File details come from the government source that posted it.