23080-Almont Shipping II_Plans Bulkhead_20200526

I
NORMAL HIGH WATER LINES
�.J
EL_9_0
EL. 6 0
EL. 0.0 MSL DATUM
EL. 1 0 ------
EL._-4.0
EL. 16
1 - TYPICAL BULKHEAD ;SECTION
SCALE: 1/4"=1'-0"
dQWF=r=TP11 P II1\IIT4(n)It) Q1"-10'_ 11"
0
M
CONC. CAP---,
#3 TIE @ 8" O.C.
4'CHAMFER--\
SIN
N
EL. +9.00
(3) #7
N 0
CM
L3 x 3 x 3 EA. SIDE'
WELD CONT. TO SHT. PILE
PL WASHER - SEE DETAIL
1 2" o DRAIN HOLE
@ 6' 0" O.C. W/
12X12 FILTER FABRIC
STEEL SHEET PILING
AZ-13 -SEE DETAIL 7
EL. 0.00 MSL (NGVD DATUM)
EL. - 1.0
1'-7"±
(OUTSIDE EDGE
OFIANGLEJ)
22" 22"
12" MIN.
I�
HARD SCAPE -SEE CIVIL
DRAWINGS
CRUSHED STONEBASE
FILTER FABRIC
ACT SUBGRADE
D 95%
JEL - SEE DETAIL 4
TIE ROD 1 2" 0
-SIZE 57 FILTER STONE
-FILTER FABRIC
2'-. CONCRETE PILE CAP SECTION
SCALE: 1 "=1'-0"
STEEEL SHEET ANCHO
PILE-AZ-1
SEE S50
PL WASHE
4"X6"X0'-E
2x20.7
1 2„ 0
E ROD
)I-TS
PE
OR ON EACH
SIDE OF TIE ROD
4' -' TIE ROD, CONNECTION SECTION
SCALE: 1 "=1'-O"
STEEL
6 -ANCHOR SECTION_
SCAILE: 1 "=1'-O"
)" MHW
12X20.7
+5'-0"
✓ASHER
6"' X 0'-6"
" o BOLTS
o PIPE
ARATOR ON EACH
_'OFTIE ROD
2X20.7
" Vl"o BOLT
PL WASHER
3PL WASHER
a,. X 6" X 0'- 6"
\4" X 6" X 0'-6"
_2 - 1" o BOLTS
IN 1 2" o PIPE
SEPARATOR ON EACH
SIDE OF TIE ROD
5 - SHEET PILE CONNECTION
LJ L_ I V V L- L.. I N I I L- 1 X V L./ tJ V L- V I I V I N
SCALE: 1 "=1 "-0"
AZ13
SECTION MODULUS = 24.2 IN'/FT
7 - SHEET PILE SECTION
SCALE: 1 "=1'-0"
PLATE SEE DETAIL 4 ANGLE SEE DETAIL 2
GENERAL NOTES CONSTRUCTION NOTES 15. CONCRETE COVER FOR MAIN REINFORCING AS FOLLOWS: CONCRETE
PLATE SEE DETAIL. 5- SURFACE EXPOSED TO SOIL:
1. NO OTHER PARTY MAY (REVISE, ALTER, OR DELETE ANY STRUCTURAL 1. DESIGN, DETAILING FABRICATION, AND ERECTION OF STRUCTURAL UNFORMED SURFACE: 3 INCHES
ASPECTS OF THESE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN STEEL SHALL BE IN ACCORDANCE WITH THE STEEL CONSTRUCTION FORMED SURFACE: 2 INCHES
If
- PERMISSION OF SUMMIT DESIGN GROUP, FROM HERE FORWARD MANUAL OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, NINTH CONCRETE SURFACE (EXPOSED TO SEA WATER IMMERSION: 3 INCHES
REFERRED TO AS ENGINEER. EDITION, (UNLESS OTHERWISE MODIFIED ON THE DRAWINGS OR IN THE CONCRETE SURFACE (EXPOSED TO WEATHER:
�- � � - - -- 2. CONTRACTOR SHALL VERII=Y ALL DIMENSIONS. ALL DIMENSIONS ARE TID SPEECIIFIC,ATIONS. SLAB: 2 IN
FACE OF STUD UNLESS OTHERWISE NOTED. 2. 2STRUCT11URAL STEEL: ASTM A36 BEAMS: 2 IN
3. ENGINEER WILL NOT BE HELD RESPONSIBLE FOR THE CONTRACTOR'S 3. BOLTS: A325 3/4-INCH DIAMETER H.S. BOLTS H.D. GALV., U.N.O. 16. CHAMFER ALL EXPOSED CONCRETE CORNERS 3/4" x 45 DEGREES.
FAILURE TO CONFORM TO THE CONTRACT DOCUMENTS, SHOULD ANY 4. WELDING ELECTRODES: A233 E70 SERIES 17. CONCRETE SHALL HAVE AN APPROVED ADMIXTURE TO PROVIDE 4
NON -CONFORMITIES OCCUR. 5. ALL WIELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING PERCENT TO 6 PERCENT ENTRAINED AIR.
4. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED TEMPORARY BRACING SOCIETY STANDARDS, LATEST EDITION. 18. CONCRETE FINISH:
i DURING CONSTRUCTION TO STABILIZE THE STRUCTURE. 6. DESIGN CONNECTIONS FOR FULL STRENGTH MEMBER. EXPOSED BEAM SIDES; AND TOPS: WOOD FLOAT AND RUB SLABS AND
-_ l� -_ 5. THE CONTRACTOR SHALL VERIFY ALL ASSUMED FIELD CONDITIONS FOR 7. STRUCTURAL STEEL CLEANING: STEEL STRUCTURES PAINTING COUNCIL CURBS: WOOD FLOAT AND BROOM PER DETAIL.
n ACCURACY AND REPORT ANY DISCREPANCIES TO SUMMIT DESIGN LATEST EDITION: TO SUIT PAINT CC). REQUIREMENTS. 19. STE_EL SHEET PILES: SECTION AZ13 CONFORMING TO ASTM A572 - GR. 50.
BEFORE CONSTRUCTION BEGINS. 8. PAINT ALL STRUCTURAL STEEL ,AND MISCELLANEOUS STEEL WHICH IS 20. STEEL TIE RODS: ASTM A325 WITH STEEL SHEET PILE ,ANCHOR
6. CONSTRUCTION SHALL CONFORM TO THE CURREENT EDITION OF THE NOT GALVANIZED. CLEAN, PRIME, AND PAINT WITH TWO -COATS OF 21. SHEET PILE IN ANCHORS SHALL BE DRIVEN A MINIMUM OF
NORTH CAROLINA BUILDING CODE AND ANY LOCAL ORDINANCES. EXTERIOR MARINE GRADE PAINT. 8 FLEET INTO UNDISTURBED SOIL. BACKFILL TO TOP OF FINISH SUBGRADE:
TOUCH UP AS REQUIRED IN FIELD AFTER ERECTION. PRIOR TO TIGHTENING ROD NUT AT SHEET PILE.
9. NO SHOP PAINTING ALLOWED WITHIN 3-INCHES OF FIELD WELDS. 22. ANY FILL SHALL BE PLACED UNDER THE DIRECTION 013
O I 0 I O 0 ) I I O O I I 0 10. CONCRETE WORK SHALL CONFORM TO ACI 318, LATEST EDITION. RECOMMENDATION OF A LICENSED PROFESSIONAL_ ENGINEER AND
- - 11. PRE -CAST, PRESTRESSED CONCRETE: SHALL BE COMPACTED TO A MINIMUM 95% MAXIMUM DRY DENSITY.
T 5,000 PSI AT 28 DAYS WITH CORROSION INHIBITOR. 23. LAP REINFORCING STEEL AS REQUIRED A MINIMUM OF 40 BAR
12. CAST -IN -PLACE CONCRETE: DIAMETERS FOR TENSION OR COMPRESSION UNLESS NOTED
\_(;12x20.7 L0J OLT - SEE DETAIL 5 CONCRETE PLUG 4,000 PSI TYPE I WITH CORROSION INHIBITOR. OTHERWISE.
BOLT - SEE DETAIL 5----' 13. PRESTRESSED STRAND: ASTM A416, GRADE 270 24. COATINGS: BY GLIDDEN OR APPROVED EQUAL GLID GUARD BITUMASTIC,
-1 1/2" O TIE ROD UPSET INITIAL. PRESTRESS FORCE FOR 7 /16" DIA. STRAND = 21.7 KIPS AND FOR 1 2 COATS, 6 MILS DRY /COAT, BLACK, NO. 61778.
/2" DIA. STRAND = 28.9 KIPS. UNLESS NOTED OTHERWISE„ COAT AS FOLLOWS:
O 10'-1 %2" O.C. 14. REINFORCING STEEL BARS: ASTM A615, GRADE 60 EPDXY COATED, SHEET PILES: BOTH SIDES - UPPER 24'
- SEE SECTION 1 UNLESS NOTED OTHERWISE. EPDXY COATING ON REINFORCING SHALL ALL BULKHEAD WALERS, RODS, MISCELLANEOUS PLATES.
CONFORM TO ASTM A775.
3 - TYPICAL BULKHEAD PLAN/SECTION
SCALE: 1 "==1''-0"
4" CHAMFER -
TOP & SIDES r--INTIERRUPT (CUT)
EXP. JT. MAT'L- ALL. HORIZ. REINF.
- &STEEL ANGLES
8 - PILE CAP EXPANSION JOINT PLAN
SCALE: 1 "=1'-0"
/ ni vr-R YVALK
FULL - AREA BOND -
BREAKER BOARD
(LESS CHAMFER) \
4" CHAMFER -
TOP & SIDES
=7=4� 4
SILICON CALK (GRAY)
TOP & SIDES
-EXTEND REINF.
CONT. THRU JOINT
9 - PILE CAP CONSTRUCTION JOINT PLAN
SCALE: 1 "=1'-O"
71E BACK AREA
RIVER WALK
PROP. BULKHEAD
REFERENCE BULKHEAD DRAWING THIS SHEET
10 '- EXPANSION JOINT PLAN
SCALE:: 11 /2"=1'-0"
20 10 0 20 40 60
SCALE IN FEET.• 1 "= 20' J
EXPANSION JOINT @ 100'± SPA,.
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
CITY OF
GTON
NORTH CAROLINA
Public Services • Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: ____________ Permit
Signed: ------------------------
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