HomeMy WebLinkAboutBLD1999-00444TOE BANK & EHW
POST P TYP 4 LO
FLAGLE
Do
° °a°a°�°�g
°c A° i, 4�5--——o�O{b--
3.5' +—
3' +—
3' +—
2x1
PI
STAIR PLAN
SCALE 1/4"=1
FRONT ELEVATION
SCALE 1/4"=1'
2
:RF STORM LINE
TIGHT LINED
STORM LINES
ERF STORM LINES
EDGE OF
BANK 3'-2" 4'-0"
I 6„ 12'
1'-6
STAIRWA 1
L5 x3 x1/4
5/8" PROOF COIL GALV CHAIN
x 12' LONG WRAP THRU REBAR
_-5/8" EXP ANCHOR 3 EA L
6" SLAB #4 @ 12"
EW CENTER
18'-0"
PLAN
24"
DESIGN NOTES: DESIGN BASED ON UBC 97 AND SHORELINES APPLICATION
CONC CAST IN TRENCH STAIRWAY DESIGNED FOR 80 MPH EXP B AND SEISMIC
ZONE 3. STAIR AND WALKWAY LIVE LOAD 40 PSF, DEAD LOAD IS ACTUAL
0" TO 6" CONC CAST IN TRENCH 6" SOLID ADS
FORMED SPLICE LINK LINE x 100' MINI -PILES: MINI PILES ARE 2" SCHEDULE 40 PIPE WITH POINTED OPEN END
END DRIVE WITH ELECTRIC OR AIR JACKHAMMER WITH 60# MINIMUM BREAKING RATING. DRIVE
TO REFUSAL. REFUSAL DEFINED AS 1 MINUTE OF DRIVING AT FULL CAPACITY WITHOUT
: --- 00 O
T FOR REINF
4 #4 TOP
2 #4 BOTTOM
aO SECTION
- - - - - -------------------------- MOVEMENT EXCEEDING 1/2 . NOTIFY ENGINEER IF MINIMUM EMBEDMENT NOT OBTAINED
CUT PILING TO LENGTH WITH EITHER SAW OR TORCH AND PROVIDE BOLT HOLE.
PLAN INSTALL GALVANIZED A325 BOLT AND NUT. RATED VERTICAL LOAD MAX 2.5K.
3'-0" MIN
100' RUN STEEL: A36 WITH FABRICATION IN ACCORDANCE WITH UBC. E70xx WELDS
5/8"PROOF COIL PLASTIC CATCH GALVANIZE OR EPDXY PAINT ALL HARDWARE. A307 LAG SCREWS WHERE INDICATED.
GALV CHAIN x 10' LONG MIN 15' COVER JOINT _ BASIN vv/GRATE
_ _BACK _10'-------
3" SOIL WOOD: ALL WOOD TO BE TREATED FOR GROUND CONTACT OR OF NATURAL RESISTANCE.
E I HO - -- -- - - - WOOD GRADES ARE: 2x6 AND LARGER Hf#2 OR BETTER, 4x AND 6x DF#1, TREADS
--- --- - ARE 2x12 DF #1. FIELD TREAT ALL CUT ENDS.
--- --- -- ---
THIMBLE
CRO
1/2" 6x1S
9YIWRC CLIPS
ZINC COATED
WIRE ROPE
#4 TIES @ 2'-0" 24"
WRAP CHAIN THROUGH
REBAR. TIE TO TOP BARS
CABLE ANCHOR
SCALE 1/4"=1'
� 18"
U
a" Anc
6" SOLID ADS 6" TIGHT LINE
LINE x 100' TO ROOF & CORROSION PROTECTION: ALL FASTENERS TO BE STAINLESS, GALVANIZED STEEL,
`CONC KEY YARD DRAINS OR HAVE COATING SUITABLE FOR WET ENVIRONMENT (CERAMIC OR EPDXY).
MEMBERS WITH A MINIMUM OF (2) A35 CLIPS OR H3 TIES TO THEIR SUPPORTS.
STEEL FABRICATIONS TO BE EITHER EPDXY PAINTED WITH PREPARATION PER
MANUFACTURER OR BE HOT DIPPED GALVANIZED AFTER FABRICATION.
SECTION FIELD VERIFY:FIELD VERIFY LIENGTHS AND WIDTHS AND ADJUST AS REQUIRED
TO SUIT SITE WITHIN PARAMETERS NOTED IN DRAWINGS. WHERE DISCREPANCIES ARE
NOTED, NOTIFY ENGINEER.
�(4)#4
00
I
SOILS: Design Soil bearing value 2,000 PSF, with 1/3 incr for W & S
Allowable lateral sliding coef. = .33, passive 500 psf.
SUBGRADE: Subgrade shall be undisturbed native soil or well compacted fill
If fill, obtain compaction testing reports indicating 95% compaction or
approval by this office. Excavate for footings and thickened edges from
the prepared subgrade. Remove all loose soil from excavations.
CONCRETE: 5 Sack/CY with maximum w/c ratio of 0.55, 3/4"
maximum aggregate. Maximum slump 5', use water reducing agents
to maintain w/c ratio at slump. f'c=2,500 psi. Place using mechanical
vibration. Wood float finish.
CONCRETE TESTING: None required.
REINFORCEMENT: #4—Grade 40, #5 and Larger— Grade 60. Provide corner bars
it all corners. Lap reinforcement — Class B. Minimum cover: 3" to
earth for footings, 1-1/2" to earth for slabs. Exposed to weather 1-1/2".
)btain reinforcement inspection prior to placing.
NCHOR BOLTS: Anchor bolts shall be diam. indicated x min. 8 in.
mbedment. Cast in bolts shall have 3" hook or std. head. A36 or A307.
rilled in adhesive anchors embedded 7-1/2" min. may be substituted.
dhesive anchor system shall be ICBO recognized. The following brands
re preapproved— Rawl Chem —Stud, Hilti HVA, or Simpson ET. Stud to
e A36 or A307. Install strictly per mfg. instructions. Cure anchors a
iinimum 24 hours before erecting steel.
I
FILL LANDING WITH DRAIN ROCK FOR
10 FOOT LENGTH AS ENERGY DISSAPATOR
INSTALL 10' OF PERF PIPE SET HORIZONTAL
TIGHT LINE STORM LINES
2x12, w/ (2) 3/8 CB EA POST
_ + 15'
0
N + 13'
MHHW
POST P TYP @ SYMBOL
46 EMBEDDED IN 8"4 MIN HOLE
24", CONC FILL
SIDE SECTION — DISSAPATER
SCALE 1/4"=1'
6 MIL POLY SLOPE
ON DOWNHILL 12 MIN.
—
FACE & BOTTOM 7r,''
GRAVEL
4" PERF DRAIN — SLOPE TO
EMBED 6" COLLECTION BOX
INTO SIZE PER NOTE
HARDPAN
CROSS SECTION CURTAIN DRAIN
SCALE 1/2"=1'