HomeMy WebLinkAboutConstruction PlansTYP EXPAN5
BEAM ® t 5(
IN TIE BACK
J EX15T GONG CURB 4 WALKWAY
TO BE REMOVED
PROVIDE A TOOLED JOINT OF
51KAFLEX GON5TRUGTION
/ POLYURETHANE 5EALANT
% ALONG ALL JOINT5
EX15T GAP BEAM 4
5EA WALL TO REMAIN
RE-6RADE 4 501? ADJACENT
TO NEW SIDEWALK, TYP
EXI5TIN6 CONCRETE SIDE WALK TO REMAIN, TYPICAL
HATCHING DENOTES NEW 4'-b" WIDE CONCRETE 51DE WALK
AND 6'xb' CURB ON GRADE
SITE PLAN 1W
N.T.S.
NORTH
.00
NEW CON
EX15T 5E
EX15T DEAD MAN TO REMAIN
TIE ROD KeivAm
N.T.5
NOTE-52
I. VERIFY THE CONDITION OF THE EX15TING TIE BACKS AND REPAIR OR REPLACE ACCORDINGLY.
2. LEVEL OF REPAIRS:
a. IF TIE R005 ARE FOUND TO BE IN 5ERVIGEA13LE CONDITION 4 NOT CORRODED, THEY ARE TO REMAIN
b. IF TIE ROD5 ARE FOUND TO BE IN 5ERVIGEABLE CONDITION 4 CORRODED, GOAT IN GORRO510N INHIBITOR OR A5PHALTIG PAINT
4 PROVIDE PVC SLEEVE OVER ENTIRE TIE ROD 4 5FAL W WATERPROOF TAPE.
C. IF TIE R005 ARE FOUND NOT TO BE IN 5ERVIGEABLE CONDITION, PROVIDE NEW t1 A615 BAR5 WELDED TO EX15T TIE ROD5, COAT BAR5
AND ENCA5E IN NEW PVG SLEEVE AND SEALED IVU WATERPROOF TAPE EA END.
INSPECT TIE ROD5 DURING
DEMO FOR 5ERVIGEABILITY
PROVIDE FILTER CLOTH
BEHIND PREGA5T PANEL
VERTICAL JOINT5, TYP
EX15T GONG DEAD MAN TO REMAIN --/
i
i
,
EXI5TIN6 CONCRETE 5TEP5
AND MASONRY WALL ON
ADJACENT PROPERTY
TO REMAIN
RE -GRADE 4 500 AREA ADJACENT TO 51DENALK
6'x6" CONT GONG CURB IN 1#5 CANT
D15GONTINIE BAR EA 510E OF 5AW CUTS
PROVIDE %" CHAMFERED EDGE A5 SHOWN
NEW 4" THICK 5LA8 ON GRADE GONG WALK
W/ bxb-W 1 AxW 1.4 WI F
SCALE 3/4" = 1'-0"
EX15T TIE R005 AT APPROX. 10 FT
ON CENTER
EX15T GONG GAP BM
EX15T TIE RODS EA 51DE OF GAP
BEAM JOINT5 ,TYP
.:OIHT IN GAF' BM ®t 5O'-O' O.G. --
EX15T PREGA5T GONG SEAWALL
JOINT IN PANEL WALL
PLACE NEW 12" WIDE FILTER CLOTH
® VERT JOINTS IN SEAWALL
N.T.5.
PROVIDE A TOOLED JOINT
OF 51KAFLEX GON5TRUGTION
POLYURETHANE 5EALANT
IN SAW GUTS, TYP � Ye" WIDE x I° DEEP SAW GUT IN GONG WALKWAY
4 ye' WIDE x IN' DEEP IN CURB
® 8'-O" O.G. (TYP)
6"xb' GONG CURB
W/ 1#5 HORIZ #5 HORIZ TO BE DI5GONTIN0005
GHAMFER OUTER EDGE EA 510E OF JOINT
USE ANGLE GRINDER IF NECESSARY
TO CONTINUE 5AW GUT TO CURB
'o--------- -- — ---- DEPTH OF5AWCUT
Fl --.
.� x x x x x x-
1--
=1
4' THICK GONG WALKWAY
N.T6.
AERIAL PLAN 4
N.T.S.
NORTH
DESIGN CRITERIA
FLORIDA BUILDING CODE, bth EDITION (2011)
ULTIMATE WIND 5PEED REGION, V(ult)......................150 MPH
NOMINAL WIND 5PEED REGION, V(a5d)....................116 MPH
WIND BORNE DEBR15 REGION
R15K CATEGORY I
EXPOSURE D
501L DENSITY y 110 1-135 / CU. FT.
ANGLE OF REP05E 0 f 45"
SCOPE OF VIORIC
I. 5GOPE OF WORK, 15 UMiTIED TO THE FO�--'OHIN6:
a. REMOVE AND RF-GON5TRUGT A WUPR GON�,RETE WALKWAY ADJACENT TO THE EX15T 5EAWALL.
b. F'R9,'IDE FILTEit CLOTH BEHIND ci ALL VERTICAL- JOINTS
c. IN5PEGT EXI5TIN6 TIE ROD5 AFTER EXCAVATION AND DETERMINE WHAT REPAIR5 ARE REQUIRED IF ANY.
d. RE -GRADE 4 LANDSCAPE SODDED AREAS WITH NEW FLORATAM ADJACENT TO THE NEW CONCRETE 51DEWALK.
e. REPAIR ALL 5PRINKLER LINES DAMAGED A5 A RESULT OF THE CON5TRUGTION.
f. REMOVE AND DI5PO5E ALL EXGE55 501L OFF5ITE.
STRUCTURAL NOTES
I. CONTRACTOR SHALL VERIFY ALL DIMEN51ON5 AND GONDITION5 IN THE FIELD AND NOTIFY THE ENGINEER OF ANY D15GREPANGIE5
PRIOR TO GON5TRUGTION.
2. ALL GON5TRUGTION SHALL BE BRACED AND SHORED BY THE CONTRACTOR A5 REQUIRED TO 5AFELY PERFORM THE WORK.
STRUCTURAL SUBMITTALS
I. THE MINIMUM STRUCTURAL 9UBMITTAL5 FOR REVIEW SHALL BE A5 FOLLOW5:
a. CONCRETE MIX
b. REINFORCING
CONCRETE
I. CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.G.I. 301 "5PEGIFIGATION5 FOR 5TRUGTURAL GON(RETE FOR BUILDINGS" LATEST
EDITION AND A.G.I. 315 BUILDING CODE REQUIREMENTS FOR 5TRUGTURAL CONCRETE.
2. CONCRETE 2b DAY GOMPRE551VE 5TRENGTH SHALL BE A5 FOLLOWS:
WALKWAY SLAB 4 CURB: 3,000 P51, SLUMP: 5" +/- I" W/G RATIO 0.45 MAX
3. REINFORCING 5TEEL SHALL BE IN AGGORDANGE WITH A5TM A6I5 GRADE 60.
4. WELDED WIRE FABRIC SHALL BE IN AGGORDANGE WITH A5TM AI55 AND 5HALL BE ADEQUATELY 5UPPORTED AT 3'-0 O.G. E.W.
5. THE MINIMUM CONCRETE GOVERAGE5 SHALL BE A5 FOLLOWS:
GA5T A6AIN5T EARTH 3 IN5
EXP05ED TO VEAT14ER 2 iN5
6. PROVIDE 90 DEGREE LAP 5PLIGE5 AT ALL INTER5ECTION5.
1. REINFORCING SHALL BE LAPPED 5PLIGED AND TIED WITH THE FOLLOWING MINIMUM:
#4 (24") #5 (30') 1tb (3(51)
8. GONGRETE 5HALL BE TESTED IN ACCORDANCE WITH A5TM G39. A MINIMUM OF (5) TE5T GYLINDER5 SHALL BE TAKEN FOR
EACH IGO GU Y05 OF POUR, WITH ADDITIONAL 5ET5 FOR EVERY 50 CU YD5 OF POUR.
GYLINDER5 SHALL BE TE5TED A5 POLLOH5:
I® 3 DAY5,1 a 1 DAY5, 2® 2& DAY5
16 56 DAY5 (IF THE MINIMUM STRENGTH 15 NOT MET IN 28 DAY5)
9. CONTRACTOR 5HAH PROVIDE 5AW GUT5 IN WALKWAY 5LA65 AT A MAXIMUM 5PAGIN6 OF &'-0" O.G.
5AW GUT5 5HALL BE 1/4 THE 5LA13 DEPTH AND SHALL BE PERFORMED A5 50ON A5 THE CONCRETE HA5 HARDENED SUFFICIENTLY TO
PREVENT THE AGGREGATE FROM BEING 0151-006ED BY THE 5AW BLADE. THI5 15 AN EFFORT TO CONTROL THE 5HRINKA6E 5TRE55E5 AN
INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RE5ULT5 IN GRACK5, WHICH 15 NOT UNCOMMON.
5AW GUT5 TO BE GON INlOU5 AGRO55 SLAB THROUGH THE CURB, U5E ANGLE GRINDER TO CONTINUE HORIZONTAL UP TO CURB IF NEEDED.
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REVIEWED FOR
CODE, COMPLIANCE
ST. LUCIE COUNTY
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This drawing and design as shown is
the property of ML Engineering, Inc.
Reproduction and/or use of this drawing
or any content therein, without express
consent or permission of this company
Is prohibited, may constitute an infringe-
ment, and may be subject to legal action
by ML Engineering, Inc-
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REVISIONS: DATE
ISSUE: DATE:
1. FOR BIDDING 9-27-19
2. FOR PERMIT 5-07-20
DATE: 9-27-19
DRAWN BY: TR
CHECKED BY: ML
JOB No. 19-169
SEAL:
MICHAEL.A. LIIE, P.E.
FLORIDA REG. #47520
SHEET NO:
SiI=1
OF 1 SHEET