280 Utility Construction Plans

ITEM
NO.
QTY.
UNIT
DESCRIPTION
PAY ITEMS
1.
8
EA
2" AIR RELEASE VALVE
2.
8
EA
8" GATE VALVE
3.
2
EA
12" GATE VALVE
4.
21800
LBS
DUCTILE IRON SEWER PIPE FITTINGS
5.
21600
LBS
DUCTILE IRON WATER PIPE FITTINGS
6.
11000
LF
8" FORCE MAIN SEWER
7.
31250
LF
10" FORCE MAIN SEWER
8.
500
LF
12" WATER LINE
9.
11620
LF
14" WATER LINE
10.
41120
LF
ABANDON 8" UTILITY PIPE
11.
21040
LF
ABANDON 12" UTILITY PIPE
12.
31250
LF
DIRECTIONAL DRILLING OF 10"
13.
11620
LF
DIRECTIONAL DRILLING OF 14"
14.
330
LF
18" ENCASEMENT PIPE
15.
165
LF
22" ENCASEMENT PIPE
16.
330
LF
BORE AND JACK OF 18"
17.
165
LF
BORE AND JACK OF 22"
18.
41200
SF
PERMANENT SHORING
19.
1
LS
DEWATERING - SPEC. PAY ITEM
CITY OF WASHINGTON
BEAUFORT CO. BRIDGE NO. 3 PIPELINE RELOCATION
100, 0 50' 100'
HORZ. SCALEI inch = 100 ft
9�
LOCATION
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CIVIL CONSTRUCTION
SHEET NO. 1 — COVER/ TITLE SHEET o
QQ SHEET NO. 2 — CONSTRUCTION PLAN Q
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0 SHEET NO. 3 — CONSTRUCTION PLAN M =
QQ SHEET NO. 4 — CONSTRUCTION PLAN o
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SHEET NO. 5 — CONSTRUCTION PROFILE z
SHEET NO. 6 — CONSTRUCTION PROFILE Z LLJ O
SHEET NO. 7 CONSTRUCTION PROFILE O 0 _
SHEET NO. 8 — CONSTRUCTION PROFILE W C� ~
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SHEET NO. 9 — CONSTRUCTION PROFILE _ — m 0
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SHEET NO. 10 — MISCELLANEOUS DETAILS (/) Lu
SHEET NO. 11 — GENERAL NOTES/ MISC. DETAILS Q Z =
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SHEET NO. 12 — PIPELINE RELOCATION SHORING > LL OU Z
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DETAIL NUMBER
SHEET NUMBER i't- �c �` L
E43$4A67E86§,,-AL •
17695, �
Date: 3/12/2021
Survey - Draft JML
Design FLS Check FLS
Project No. 2018047
Drawing No. W-3823
Scale: AS SHOWN
Sheet No. of 12

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Date: 3/12/2021
Survey - Draft JML
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Project No. 2018047
Drawing No. W-3823
Scale: 1 "= 30'
Sheet No. of 12

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Date: 3/12/2021
Survey - Draft JML
Design FLS Check FLS
Project No. 2018047
Drawing No. W-3823
Scale: 1 "= 30'
Sheet No. of 12

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Date: 3/12/2021
Survey - Draft J M L
Design FLS Check FLS
Project No. 2018047
Drawing No. W-3823
Scale: AS SHOWN
Sheet No. of 12
10

NOTES:
1. ALL NEW MAINS AND APPURTENANCES, MINUS TIE-INS, SHALL BE COMPLETED, CLEANED, TESTED,
DISINFECTED (FOR WATER MAIN) AND CERTIFIED PRIOR TO COMPLETING FINAL TIE-INS. FINAL TIE-INS
TO THE EXISTING MAINS SHALL BE COMPLETED SIMULTANEOUSLY IN A MANNER SUCH THAT THE
EXISTING MAINS ARE OUT OF SERVICE FOR AS SHORT A TIME AS POSSIBLE. CONTACT CITY OF
WASHINGTON AND THE TOWN OF CHOCOWINITYA MINIMUM OF 48 HOURS IN ADVANCE OF
PERFORMING FINAL TIE-INS WITH THE RESPECTIVE FORCE MAINS. THIS WORK SHALL BE
COORDINATED WITH MR. ADAM WATERS, PUBLIC WORKS DIRECTOR (WASHINGTON) AT (252)
975-9332 AND MR. KEVIN BRICKHOUSE, PUBLIC WORKS DIRECTOR AT [phone]. SEE
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS REGARDING WORK REQUIRING PLANNED
DISRUPTIONS IN SERVICE.
2. CONTRACTOR SHALL CONTAIN ALL SEWER AND REMOVE FROM SITE IN ACCORDANCE WITH
APPLICABLE RULES AND REGULATION.
3. BASE MAP INFORMATION, INCLUDING CONTROL, PROVIDED BY THE NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION.
4. ALL PROPOSED ROADWAY AND DRAINAGE IMPROVEMENTS TO BE PERFORMED BY OTHERS AFTER
WATER MAIN CONSTRUCTION.
5. CONTRACTOR SHALL PROVIDE TEMPORARY RESTRAINT IF NECESSARY AT TIE-IN LOCATIONS.
6. CONTRACTOR SHALL CLEAR AND GRUB WITHIN NCDOT R/W OR PERMANENT UTILITY EASEMENT
ONLY TO THE EXTENT NECESSARY FOR INSTALLATION OF PROPOSED MAINS. NO CLEARING OR
GRUBBING, LAND DISTURBANCE OR STORING OF MATERIALS SHALL TAKE PLACE WITHIN THE RIPARIAN
BUFFER ZONES OF THE STREAM (DESIGNATED BZ1 AND BZ2).
7. ALL EXISTING POWER POLES WITHIN 10' OF NEW MAIN CONSTRUCTION SHALL BE BRACED
IF REQUIRED BY THE OWING UTILITYAND PAID FOR OUT OF THE POWER/UTILITY POLE HOLDING
ALLOWANCE IF INCLUDED. CONTACT OWNING UTILITYAT LEAST 48 HOURS PRIOR TO NEED.
8. CONTRACTOR SHALL INSTALL ANY NECESSARY TEMPORARY DEVICES FOR PIGGING AND
FLUSHING AND INCLUDE PRICE INAPPROPRIATE BID ITEM.
9. CONTRACTOR SHALL DECHLORINATE WATER USED FOR TESTING AND FLUSHING PRIOR TO
DISCHARGE TO ANY SURFACE WATER. CONTRACTOR SHALL ALSO ACCOUNT FOR REMOVAL OF
CHLORAMINES DURING FLUSHING.
10. UPON COMPLETION OF ALL TIE-INS, CAP, GROUT AND ABANDON ALL EXISTING MAINS AS
SPECIFIED.
RELATION OF WATER MAINS TO SEWERS:
LATERAL SEPARATION OF SEWERS AND WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST 10 FEET
LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A
10-FOOT LATERAL SEPARATION- IN WHICH CASE:
THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATER
MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER; OR THE WATER MAIN IS LAID IN THE SAME
TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED
EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE
TOP OF THE SEWER.
CROSSING A WATER MAIN OVER/ UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO
CROSS OVER/ UNDER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE
VERTICAL SEPARATION OF THE WATER MAIN IS AT LEAST 18 INCHES FROM THE TOP/ BOTTOM OF THE
SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION- IN WHICH
CASE BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH
JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE
OF THE POINT OF CROSSING.
TRAFFIC CONTROL
1. ALL TRAFFIC CONTROL PROCEDURES AND DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) LATEST EDITION PUBLISHED BY THE U.S. DEPT. OF
TRANSPORTATION FEDERAL HIGHWAYADMINISTRATION. A COPY OF THE MUTCD CAN BE FOUND ON
NCDOT'S WEBSITE: WWW.NCDOT.ORG
GENERAL
1. EXISTING UTILITIES ARE SHOWN ON PLANS IN APPROXIMATE LOCATION TO THE EXTENT
INFORMATION WAS MADE AVAILABLE TO ENGINEER. NOTIFY UTILITY LOCATING SERVICE TO MARK
LOCATION OF EXISTING UTILITIES IN ADVANCE AS REQUIRED PRIOR TO COMMENCING CONSTRUCTION
ACTIVITY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXACT LOCATION OF EXISTING UTILITIES.
COST TO REPAIR THESE AND OTHER FACILITIES, IF DAMAGED, SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
2. CONTRACTOR SHALL CONTACT THE N.C. DEPARTMENT OF TRANSPORTATION PRIOR TO ANY WORK
WITHIN NCDOT RIGHTS -OF -WAY.
3. CONTRACTOR SHALL PROTECT EXISTING PROPERTY CORNER MARKERS. REPLACE DISTURBED
PROPERTY CORNERS BY A PROFESSIONAL LAND SURVEYOR.
4. TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY. MINOR
ITEMS SHALL INCLUDE, BUT NOT BE LIMITED TO, EXISTING SIGNS, MAIL BOXES, SHRUBS (UNDER 6 FT
IN HEIGHT, AND TREES (UNDER 3 INCH IN DIAMETER). REINSTALL ITEMS TO THEIR ORIGINAL
CONDITION. TREES AND SHRUBS SHALL BE REPLANTED OUTSIDE OF RIGHTS-OF-WAYAT A LOCATION
AGREED TO BY THE PROPERTY OWNER. INCLUDE COST IN THE PER FOOT COST OF THE UTILITY BEING
INSTALLED.
5. CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO EXISTING UTILITIES, STORM
DRAINAGE, HEADWALLS, AND OTHER FACILITIES CAUSED BY THE CONTRACTOR OR RESULTING FROM
THE CONTRACTOR'S WORK ASSOCIATED WITH ACCOMPLISHING THE PROJECT. THE CONTRACTOR
SHALL CORRECTOR REPLACE THOSE UTILITIES, STORM DRAINAGE, HEADWALLS, AND OTHER
FACILITIES DAMAGED OR DESTROYED DURING CONSTRUCTION WHETHER SHOWN ON THE PLANS OR
NOT.
6. SUPPORT EXISTING FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING AND OTHER STRUCTURES
DURING CONSTRUCTION AND INCLUDE COST IN THE PER FOOT COST OF THE UTILITY BEING INSTALLED.
REPAIR DAMAGED ITEMS TO THEIR ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL COST.
7. 6 INCHES OF COMPACTED NCDOT ABC AGGREGATE SHALL BE PROVIDED FOR THE FULL WITH OF
UNPAVED DRIVEWAYS AND ROADS DISTURBED DURING CONSTRUCTION.
8. OPEN CUT PAVED DRIVEWAYS, SIDEWALKS, AND CURB AND GUTTER. REPLACE CURB AND GUTTER
AND SIDEWALK WITH NEW TO MATCH THE EXISTING CROSS SECTION. PROVIDE PAVEMENT PATCHING
PER DETAILS AND SPECIFICATIONS.
9. THE CONTRACTOR SHALL UTILIZE ANY AND ALL CONSTRUCTION METHODS, INCLUDING INCIDENTAL
STONE, AS NECESSARY TO MAINTAIN INGRESS AND EGRESS TO ALL PROPERTIES AT ALL TIMES DURING
THE CONSTRUCTION PERIOD EXCEPT DURING THE TIME PERIOD REQUIRED FOR EXCAVATION, PIPE
LAYING, AND BACKFILLING.
10. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION AND SIZE OF ALL EXISTING
UTILITIES A MINIMUM OF 300 FEET IN ADVANCE OF PIPE LAYING ACTIVITIES. NOTIFY THE ENGINEER
IMMEDIATELY IF A POTENTIAL CONFLICT ARISES BETWEEN THE EXISTING AND PROPOSED UTILITIES.
11. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF NORFOLK SOUTHERN'S NSCE-8 SPECIFICATIONS.
12. PIPELINE AND CROSSING TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH LAST APPROVED
AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAYASSOCIATION SPECIFICATIONS FOR
PIPELINES CONVEYING FLAMMABLE AND NON -FLAME SUBSTANCES.
13. BLASTING NOT PERMITTED.
WASTEWATER DISPOSAL:
1. ALL SEWAGE REMAINING IN ABANDONED PORTIONS OF EXISTING FORCE MAINS SHALL BE REMOVED AND
DISPOSED OF IN ACCORDANCE WITH NCDEQ- DIVISION OF WATER QUALITY REGULATIONS.
2. THE ABANDONED PORTIONS OF THE FORCE MAINS SHALL BE THOROUGHLY FLUSHED BY PUMPING
POTABLE WATER AT A MINIMUM VELOCITY OF 2 FEET PER SECOND THROUGH THE PIPE. ALL WATER
RESULTING FROM FLUSHING OPERATIONS SHALL BE DISPOSED OF IN ACCORDANCE WITH THE
REQUIREMENTS SPECIFIED ABOVE FOR RAW SEWAGE. THE TOTAL VOLUME OF FLUSHING WATER SHALL
BEAT LEAST TWO (2) TIMES THE VOLUME OF THE SECTION OF FORCE MAIN BEING FLUSHED. EACH
SECTION OF SEWER FORCE MAIN SHALL BE INSTALLED, TESTED, AND ACCEPTED PRIOR TO BEING PLACED
IN SERVICE. CONTRACTOR SHALL COORDINATE TIE-INS AND LINE ABANDONMENTS WITH OWNER AND
ENGINEER. WHEN PERFORMING TIE-INS TO EXISTING FORCE MAINS, CONTRACTOR SHALL FULLY CONTAIN
AND REMOVE FROM SITE ALL SEWAGE IN ACCORDANCE WITH NCDEQ-DIVISION OF WATER QUALITY
REGULATIONS.
45' MIN. SERVICE PIPE
1
- CORPORATION STOP
- TAPPING SADDLE
WATER MAIN
SERVICE PIPE TO
TEST / CHLORINE PUMP
VALVE
CONNECTOR TO PLASTIC PIPE,
COMPRESSION TYPE
NOTE: AFTER PRESSURE AND CHLORINATION
TESTS HAVE BEEN APPROVED BY THE
ENGINEER, SERVICE PIPING SHALL BE
REMOVED AND CORPORATION STOP
CLOSED AND PLUGGED.
TEMPORARY PRESSURE TEST/ CHLORINATION/
RI nVl/ nFF rnAlAlFrTlnAl NOT TO SCALE
BEND TYPE
ANGLE DEG
DIAMETER IN
BARE RESTRAINT FT
POLY -WRAPPED RESTRAINT FT
HORIZONTAL
AND
VERTICAL
BEND UP
11.25
4
2
3
22.5
4
5
6
30
4
6
8
45
1 4
10
12
60
4
14
16
90
4
24
28
11.25
6
3
4
22.5
6
7
8
30
6
9
11
45
6
14
17
60
6
19
23
90
6
33
40
11.25
8
4
5
22.5
8
9
10
30
8
11
14
45
8
18
21
60
8
25
30
90
8
43
51
11.25
10
5
6
22.5
10
10
12
30
10
14
17
45
10
21
26
60
10
30
36
90
10
52
62
11.25
12
6
7
22.5
12
12
14
30
12
16
19
45
12
25
30
60
12
35
42
90
12
60
72
VERTICAL
BEND DOWN
11.25
4
4
6
22.5
4
8
12
30
4
11
16
45
4
17
24
60
4
24
34
90
4
41
59
11.25
6
8
8
22.5
6
12
17
30
6
16
22
45
6
24
35
60
6
34
48
90
6
59
84
11.25
8
7
11
22.5
8
15
22
30
8
20
29
45
8
31
45
60
8
44
62
90
8
76
108
11.25
10
9
13
22.5
10
18
26
30
10
25
35
45
10
38
54
60
10
53
76
90
10
92
131
11.25
12
11
15
22.5
12
21
30
30
12
29
41
45
12
44
63
60
12
62
88
90
12
107
153
TEE
NIA
4
35
50
NIA
6
52
75
N A
8
1 70
99
NIA
10
85
122
N/A
12
101
144
REDUCER
NIA
4x1
13
19
NIA
4x2
13
19
NIA
6x4
30
43
NIA
8x6
32
45
NIA
1Ox4
74
106
NIA
10x6
58
80
N/A
10x8
31
44
NIA
12x4
93
133
NIA
12x6
78
111
NIA
12x10
31
45
DEAD END
NIA
4
41
59
NIA
6
59
84
NIA
8
76
108
NIA
10
92
131
NIA
12
1 107
153
2 PIPE RESTRAINT DETAIL
11 NOT TO SCALE
FLEXIBLE
PIPE SLEE
AIR VALVE
NO TES
1. TAP ON THE MAIN SHALL
MADE IN THE POSITION SI
2. LOCATE MANHOLE AS SHC
OR AS DIRECTED IN THE
TRAFFIC LOAD
MANHOLE FL."'
MASTIC JOIN
5'-0" DIAMET,
PRECAST MAA
COMBINA TION
AIR/ VACUUM
2" BRASS BAI
2" EPDXY CO,
SADDLE WITH
STAINLESS ST
STRAPS
CONCRETE PA
8" EXTENDED
BA SE
T
MANHOLE
S TEPS
24" WATERTIGHT MANHOLE
AND COVER
TO BE SET IN MORTAR
(LEAVE ONE BOLT OUT OF
LID TO ALLOW AIR VENTING)
AUTOMATIC COMBINATION SEWER AIR/ VACUUM
FINISHED GRADE
VALVE BOX
TEMPORARY TAPPED
TEST PLUG
PERMANENT MJ
FITTING OR VALVE
NOT TO SCALE
2" PVC TRANSITION
FI TTING
GROUND
III-III-J
2" PVC PIPE
2" BRASS NIPPLE
2" BRASS NIPPLE
THREADED
42'f
2" BALL VAL VE
NO TE.
REMOVE ALL TEMPORARY BLOW -OFF
PIPE AND FITTINGS UPON COMPLETION
OF TESTING AND DISINFECTION.
REPLACE TEMPORARY TAPPED
TEST PLUG WITH SOLID PLUG.
2" PVC TRANSITION FITTING
2" BALL VALVE
TEMPORARY 2" BLOW OFF VALVE CONNECTED TO
11 TFIIADnRA RV TA PPFII TFCT pl I Ir NOT TO SCALE
2" BRASS NIPPLE
2" PVC TRANSITION THREADED
FITTING
FINISHED GRADE 42'f
GROUND
••
2" BALL VALVE
VALVE BOX
2" PVC PIPE
IRON DOUBLE STRAP
SERVICE SADDLE 2" BRASS NIPPLE NO TE,
REMOVE ALL TEMPORARY BLOW -OFF
TEMPORARY PIPE PIPE AND FITTINGS UPON COMPLETION
EXTENSION1 OF TESTING AND DISINFECTION.
I ui
2" PVC TRANSI TION FITTING
2" BALL VAL VE
5 TEMPORARY 2" BLOW OFF VALVE CONNECTED TO
11J TEMPORARY PI PF EXTENSION NOT TO SCALE
10" x 2" x 3/8" THK.
STL. PL. SHOE -BEND
ENDS UP 1/2"
8" 3/8" STL. PL T.
STRAP
STEEL ENCASEMENT
PIPE 2-3/4" D/A. 4"
BOLTS W/ HEX
NUTS EA. SIDE
OF SPIDER
CASING SECTION
NO TE
-ENTIRE SPIDER ASSEMBLY TO BE BITUMINOUS COATED AFTER FABR/CATION
-FIELD MODIFY AS REQUIRED TO PROVIDE DESIGN SLOPE IN CARRIER PIPE
-STEEL ENCASEMENT TO BE INSTALLED /N ACCORDANCE WITH DESIGN PLANS,
ALL REVISIONS OR MODIFICATIONS ARE SUBJECT TO APPROVAL.
(4-SPIDER ASS'Y REQ D. FOR PVC)
PER JOINT OF CARRIER PIPE
ENCLOSE END W/ 8"
BRICK MASONRY
STEEL PLATE SHO
CARRIER f
CONTIN
SIDES
SLOPE
1J).
:•:•10"(REF. NOBANK RUN
EP HOLE GRAVEL
e�
6 PIPE ENCASEMENT DETAIL
31 NOT TO SCALE
4 SEMEN T PIPE
STEEL PLA TE
36" ABOVE 100 YEAR FLOOD
ELEVATION OR 48" ABOVE
BRICK AND MORTAR
FINISHED GRADE WHICH EVER
END SEAL
TURN DOWN ELBOW
END OF CASING PIPE
HIGHEST
NISHED GRADE
WITH INSECT SCREEN
STYROFOAM PLUG TO
ASSIST GROUT PLACEMENT,
ALL AROUND
STEEL CASING PIPE
2" o GALV STEEL VENT,
DIP CARRIER PIPE
TWO PER CASING, ONE
AT EACH END OF
CASING PIPE
PROVIDE 2" GALV STEEL DRAIN
IN BULKHEAD AT LOW END
OF CASING PIPE AND 1/3
CU YD OF CRUSHED STONE
AT DRAIN, WRAP STONE
WITH FILTER FABRIC
TYPICAL CASING VENT
TYPICAL CASING VENT DETAIL
PROVIDE PLASTIC SHEET
BOND -BREAKER BETWEEN
CARRIER PIPE AND GROUT,
ALL AROUND
NOT TO SCALE
REVISIONS:
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Date: 3/12/2021
Survey - Draft JML
Design FLS Check FLS
Project No. 2018047
Drawing No. W-3823
Scale: AS SHOWN
Sheet No. of 12
11

GENERAL NOTES
REVISIONS:
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00
N
Q
Cn
Q
00
4 PAIRS AZ38 700 SHEETS = 18'-41"
(TYP)
35x15 PLAN
NTS
ELEV +4.0
C14 CORNER 4 LOCATIONS
EACH COFFERDAM, TYP
COFFERDAM w/ CANTILEVER OPTION
SECTION B
NTS
3 PAIRS AZ38 700 SHEETS= 13'-91"
(TYP)
10x10 PLAN
NTS
00
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a
GENERAL
THESE NOTES CONTAIN GENERAL INFORMATION AND ARE NOT COMPLETE FOR
CONSTRUCTION PURPOSES.
A. CONSTRUCTION LAYOUT & ELEVATIONS
BASE MAPS FOR DEVELOPMENT OF CONSTRUCTION PLANS WERE OBTAINED FROM
RIVERS & ASSOCIATES INC, DRAWING 3781, SHEETS 2 THRU 11
B. DIMENSIONS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THE DIMENSIONS OF THE
STRUCTURAL DRAWINGS. ADVISE ENGINEER OF ANY DIFFERENCES.
C. SAFETY REGULATIONS AND METHODS OF CONSTRUCTION SHALL BE CONTRACTORS
RESPONSIBILITY.
STRUCTURAL
A. DESIGN LOADS
1. DEAD LOADS: THE WEIGHT OF ALL MATERIALS OF CONSTRUCTION
2. BULKHEAD UNIFORM LIVE LOADS:
GENERAL SURCHARGE 200 PSF STRIP LOAD BEHIND WALL, 10 FT WIDTH
3. WATER LEVELS : INSIDE = ELEV —6.0
OUTSIDE = ELEV +0.0 OPERATING
= ELEV +4.0 FLOOD
B. SOIL PRESSURES AND SUPPORT BASED ON DATA PROVIDED IN SOIL BORINGS
AND REPORT BY GEOTECHNOLOGIES INC (PROJECT NO 1-19-0586—EA)
DATED 8/20/2019. DESIGN CHART FROM REPORT AS FOLLOWS.
DEPTH
(ft)
SOIL
TYPE
UNIT
WEIGHT
(PCF)
INTERNAL
SHEAR
(DEG)
COHESION
(PSF)
0-8
COMPACTED SAND FILL
125
30
0
8-15
ORGANIC
90
0
50
15-20
ALLUVIAL SANDS
125
30
0
20+
YORKTOWN
125
30
0
UNIT WEIGHTS ARE SATURATED CONDITION
4 PAIRS PZ22 SHEETS = 14'-8"
(TYP)
HP 12x53 WALE
((WEB HORIZONTAL)
iV
I-
+
LO
I
00
\—HP 12x53 STRUT
(WEB VERTICAL)
SECTION A
HP 12x53 WALE
(WEB HORIZONTAL
35x15 PLAN
NTS
5" Lg. TYP EA CORNER
PZ22 SHEETING, 35' Lg
(TYP)
PZ90 CORNER 4 LOCATIONS
EACH COFFERDAM, TYP
COFFERDAM w/ WALE OPTION
ELEV +4.0
MATERIALS AND INSTALLATION
A. STRUCTURAL STEEL
ALL WORK TO CONFORM TO AISC SPECIFICATION FOR STRUCTURAL
STEEL BUILDINGS, AISC CODE OF STANDARD PRACTICE FOR STEEL
BUILDINGS AND BRIDGES AND AISC
1. STEEL SHAPES & PLATE: ASTM A36 (PLATE AND PLATE WASHERS)
ASTM A572 GRADE 50 (HP SECTIONS)
2. WELDING ELECTRODES — E-70 SERIES.
B. SHEET PILING
SHEET PILING SHALL BE DRIVEN TO MINIMUM TIP ELEVATION INDICATED.
TWO LEVEL TEMPLATES SHALL BE INSTALLED FOR PLACEMENT OF THE SHEETING.
USE BACK PANEL DRIVING TECHNIQUE AND TACK WELD SHEETING TO
TEMPLATE AS REQUIRED
AREA SECTION MODULUS MOMENT OF INERTIA
in2/ft in3/ft in4/ft
PZ 22 6.47 18.1 84.4
AZ38 700 10.87 70.6 694.5
NO OTHER SECTIONS SHALL BE UTILIZED WITHOUT PRIOR APPROVAL OF
THE ENGINEER.
C. EPDXY COATING
COATING SHALL CONSIST OF AN ORGANIC ZINC RICH EPDXY PRIMER APPLIED
WITH A MINIMUM DRY FILM THICKNESS OF 4.0 MILS. TOP COAT SHALL BE
A TWO COMPONENT CATALYZED EPDXY WITH A MINIMUM DRY FILM THICKNESS
OF 16 MILS. SURFACE PREPARATION AND APPLICATION OF MATERIALS SHALL
BE IN ACCORDANCE WITH COATING MANUFACTURER'S RECOMMENDATIONS.
PRIMER — ZINC CLAD 4100 BY SHERWIN WILLIAMS OR APPROVED EQUAL
TOP COAT — TAR GUARD COAL TAR EPDXY BY SHERWIN WILLIAMS OR
APPROVED EQUAL
INSTALL EPDXY COATING PRIOR TO INSTALLATION OF SHEETING PILING.
REMOVE COATING IN FIELD AS REQUIRED FOR WELDING. AFTER COMPLETION
OF WELDING, TOUCH UP ALL LOCATIONS AS NECESSARY.
STEEL SHEETING SHALL BE PROVIDED WITH MARINE EPDXY COATING TO
FOLLOWING LIMITS:
BOTH FACES— FROM ELEV +4'-0" TO ELEV —8'-0"
3" @ 3'-8"t
TYP
/4 3„ Lg TYP
�HP 12x53 STRUT BEYOND
HP 12x53 WALE, TYP
PZ22 SHEETING, 35' Lg
ELEV —6.0 +/— 3"
SECTION A
NTS
— 3 PAIRS PZ22 SHEEETS = 11'-0"
(TYP)
HP 12x53 WALE
(WEB HORIZONTAL)
TYP
SECTION A
1 0x1 0 PLAN
NTS
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Survey
-
Draft -
Design
-
Check
Project No.
2018047
Drawing No.
W-3823
Scale:
AS SHOWN
Sheet No.
of 13
13
PROJECT No. DESIGNED BY DRAWN BY
126801-01 GKG GKG