HomeMy WebLinkAbout016 w ,&
<
11„ L--7—„ A a $
C i - (N) GONG
CORRUGATED PVC 3" CLR ALL
(3) EPDXY COATED SHEATHING SHOP AROUND TYP STEM WALL, T
3 -0"t I WA)L BLDONC ?2
CONT #6 EA FACE ( I (6) EPDXY COATED SEE DETAIL PLANTER WIDTH
GROUTED FULL LENGTH)
SLAB & FTG - �� z
i
#4 EPDXY COATED TIE TYP CONT #6 6" CONC WALL I I UNDER
ROD COUPLER G =1- W 4@18" O.C. Q ns z
/# I SEPARATE � r
(OPTIONAL), SEE - - T.O. N CONC STEM WALL EA WAY I I PERMIT z a
• • ELEV=+10.60'f NAVD88=+10.78' MLLW O
!- I I GONG DECK I I vP
Or
W/#4@12" O.C. t - - _ _ _ _ �
EA WAY t qa
-H = I SLOPE PER CIVIL I SLOPE PER CIVIL 6 y
N
E.G. OR r x
I' W/(2)#4 CONT I I �x
I rN G i CONC FTG AREA DRAIN
(2) EPDXY COATED #5 BOTHZ I_ T.O. E COPING ELEV=+7.42't / PER CIVIL TYP (N) #4 x 1'-0" LG I I $
WAYS @ ANCHOR RODS I I NAVD88=+7.60't MLLW i jjj r _ _ o @ 18" O.C.
ANCHOR PLATE 1"x9"x9„ I o o - r E' - b a a ADHESIVE DOWELS L O q
W/ANCHOR NUi BEHIND _ -_ i c� - ,,r - — - o- — - —- — — - —- 4" EMBED- �n
2 EPDXY COATED 5 w w o - T FOR (N) CONT
(2) EPDXY COATED #5 EA O # -
WAY x V-6" LONG @ EACH VERT & HORIZ BARS #4 EPDXY COATED TYOP SEE ADMAN QRpFESS/q,
NOTE ANCHOR ROD TIES @ 16' O.C. - B � �OpRISSpG10
B NOTE : H CENTER LINE I -
FOR INFORMATION NOT SHOWN, SEE DETAIL. A K w z P-r ti _ - - c� d No.0 66947
FOR INFORMATION NOT SHOWN, SEE DETAILS & w OF CONN TYP I I a Q a _ o
2'-0" WIDE l w c� m
� of--
N.T.S. N.T.S. i w ~ - _ - I I - FOp
DEADMEN ELEVATION A SECTION AT DEADMEN B - C
I (N) PVC SLEEVE (N) TIE-BACK PER - ) I FOR TYP
AS REQD PLAN TYP I I COUPLER, 05/08/2019
ED EQ WHERE READ; •
COUPLER PER ICC ESR-3367 0 (E) CONC PANEL TYP �I L J SEE C�
SPECIAL INSPECTION IS REQUIRED i I G py
cq
l I IMF cq
ft"Rn I �_ INSTALL FILTER CLOTH AT CORRUGATED PVC SHEATHING
-- - ---- I Tip, PANEL JOINTS PER NOTES SHOP GROUTED FULL LENGTH
.
j MEAN LOWER LOW WATER I -j ON SHEET S-0 OR SEAL WITH THE FOLLOWING GROUT MIX:
(') =+0.00' MLLW. �=ll PANEL JOINTS AT BAY 1 BAG (94 LBS.) TYPE III (E) TIE-BACK U
HEAT SHRINK SLEEVE GROUT SLEEVE I 1 -T SIDE FACE OF PANELS AS •�
i)j_]_T� PORTLAND CEMENT & DEADMAN,
I CENTERED OVER COUPLER I • - II-I REQD TO AVOID SAND 4.5-5 GAL WATER WHERE OCCUR,
2 LAYERS OF MOLDABLE DENSO TAPE (E) DREDGE I MIGRATION 0.75 LBS. INTRUSION AID LS TO REMAIN TYP
OVER BARE BAR AND COUPLER LINE o'
I (`) DELETE GROUT SLEEVE ON /MUDLINE I IIIfJ'
FIELD CUT TENDONS f I11111 a
pl
TO—SPACE BE CBOMPLETIELYOUPLER FIL FILLED WITH
BARr) ITI-rjj II ® U a
CORROSION INHIBITING GREASE u--- -] i a
-I�-III-III-III
-1ii-111=i1-i= SEE PLAN 1'-6" 4'-6 f MIN a
SEE PLAN V W
COUPLER INSTALLATIO►J PROCEDURES PREPARATION FOR FIELD CUT QA.RS: I I CA
1 APPLY CORROSION INHIBITING GREASE TO THE BARE ENDS OF I I
THE BARS AND THE INSIDE OF THE COUPLER. 1. CUT CORROSION PROTECTION AND THREAD BAR WITH AN I I
2. CONNECT THE TWO BAR ENDS WITH THE COUPLER. EACH END
ABRASIVE SAW (DO NOT USE A TORCH).
SHALL BE SCREWED INTO THE COUPLER HALF THE LENGTH OF 2. CAREFULLY REMOVE 6" (J: Y4") CORRUGATED AND CEMENT
! THE COUPLER. GROUT FROM THE END OF THE NEW CUT. -FT-T
NQTE
3. TORQUE BAR ENDS TOGETHER (200 FT. LBS). I I IN CASE IF PROPOSED BUILDING FOOTINGS INTERFERE
4. ADD ANOTHER COAT OF GREASE TO BARE BAR AND COUPLER I I WITH THE TIE-BACKS, DEEPEN FOOTINGS PER
AND WRAP WITH TWO LAYERS OF DENSO TAPE. I I STRUCTURAL ENGINEER OF THE BUILDING REQUIREMENTS
5. CENTER HEAT SHRINK SLEEVE OVER COUPLER AND APPLY I I AND PROVIDE SCHEDULE 40 PVC SLEEVES FOR MINIMUM
HEAT UNTIL SLEEVE IS FULLY RECOVERED. i_ -J 2" CLEAR DISTANCE AROUND TIE-BACKS.
_l
DCP COUPLER DETAIL ".T.S. G TYPICAL SECTION N.T.S. K o
RAPID SET NON- (�
ANCHOR NUT. SHRINK GROUP 0 >
TORQUE AS a SEAL AROUND HOLE z (13 >., U
REQD BEFORE ° BEFORE GROUTING < � W
GROUTING 6Y2°t ° a <: CORRUGATED PVC a 70 im m
ln MIN a SHEATHING (SHOP ¢ 70
CHAMFER TYP COVER ° °4 a, I GROUTED FULL LENGTH) O
GROUT ( DYWIDAG THREADBAR z s_ CO
TUBES 3
i � cc O
PF
°. PER PLAN o G QO Z
2 BAGS MIN. SANDBAGS (TYP) • �� '
REVEAL @ I I BEARING
MAX 8'-0" O.C. ►{ PLATE V in otar
I 1Y1' x 9"w
(N) #4 EPDXY COATED W/HOLES � ' a 4 ° I
EMBED TYP O.C. 6' FORTUB GROUT I ° 5' I.D. STD PIPE
TYPICAL SECTION TYPICAL ELEVATION — SLEEVE WELDED TO __!
3" I • I 3" BEARING PLATE J
(N) EPDXY COATED #4 CONT CLR I I CLR 1/4 4 ° ° GROUT SLEEVE
® MAX 12" O.C. . CORE DRILL (E) COPING s
SANDBAG VELOCITY REDUCER DETAIL FOR ANCHOR CONN. Q
a
AFTER STRESSING, LL)
( I I TREAT SURFACE WITH
N) 10" THICK (n
CAST-IN-PLACE I I (E) CONIC
P COPING - 1" MIN BONDING AGENT AND
CONC STEM WALL AFTER FILL WITH RAPID SET
PANEL U�
NON-SHRINK GROUT Z
(E) OR (N) STRESSING
PLANT R NOTE: CARE SHALL BE EXERCISED BY THE CONTRACTOR NOT TO CUT
GRADE F"
PI/AN ANY OF THE EXISTING REINFORCING DURING THE CORE DRILLING
PER
IL' -i FOR THE INSTALLATION OF THE CONNECTION SHOWN ABOVE.
w
VELOCITY REDUCER DETAIL N.T.S. L FOR BLOCKOUT AT- ANCHOR I �1=III-III-III=1I1= CORE DRILL DETAIL N.T.S. Q w
PLATE SEE DETAIL Q I
= N 0
I z <C
TWO ROWS OF SANDBAGS (E) GONG COPING I I U
ONE ROW OF SANDBA S THREE BAGS HIGH ,� CD (1)TWO BAGS HIGH (- (N PLATIE-BACK O F—
PER
-- -----��- T E OF SLOPE Z U 3: O Q
SLOPE
wOJ oz o U
(E) GONG PANEL
> Q
CURB FACE, 100' MAX. _ NE ROW OF I I 00 rn (D � L.L..
WHERE OCCURS SANDBAGS i I
O N
TWO BAGS I I W � 0
HIGH I I in o Q U-
w Z iz : v
TOE OF SLOPE PROTECTION DETAIL
OCn
N SHEET OF <
NOTE. Z
THIS DETAIL SHALL APPLY AT THE ENTIRE PERIMETER OF ANY EXCAVATED
MATERIAL PILED UP AT THE PROJECT SITE IN COMPLIANCE WITH ITEM 6 �, n ,��
UNDER "EROSION CONTROL NOTES" ON SHEET S-0. V V W
x V
TOE OF SLOPE PROTECTION N.T.S. R SECTION AT STEM WALL N.T.S. T U �-
R