HomeMy WebLinkAboutCivil Plans 4.18.19 8A
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Subject to compliance with all regulations
of State and meal Codes
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DATE: 06/17/19
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USE FOR DRIVES MUM ALL CURB TYPES DEEPT ROLL CIARS
CONCRETE CRIME AND/OR SDEWAUL ACROSS OMME SAL BE MNUM OF B' CONCRETE M' WMPALTED ACC4ECI NO. 53 AND RENEWED
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PRONDE 3ORADIUS REGARDLESS OF SDEMAM/PAM LOCATION
PAM/SIOMALM AND TREE TARN DIUMBARIS VARY PER CARIES CLAY CONPREHENSYE PLAN (C3 PLAN)
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FACES MAY SE BATTERED TO FACILITATE SIP FONINO
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ALUMINUM OR
GALVANIZED
STFFI
MAX. SPACING RAILING
BETWEEN POSTS
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`SEE TYPICAL CONNECTION DETAIL
TFCo CAST
ALUMINUM BASE
FLANGE �jTBF-1.4
WITH FOUR (4)
3/8"0 STAINLESS
STEEL ANCHORS *.• E°
TYPICAL TOP MOUNT
CONNECTION TO
CONCRETE
* NOTES:
1, CONCRETE ANCHOR
DIAMETER, EMBEDMENT
AND POST SPACING TO BE
DETERMINED UPON
ANCHORSELECTION.
TYPICAL HAND RAIL
NOTES:
1. HANDRAILS SHALL BE THE PRODUCT OF A COMPANY NORMALLY ENGAGED IN THE MANUFACTURE OF PIPE RAILING. RAILING SHALL BE SHOP ASSEMBLED IN LENGTHS NOT TO
EXCEED 20 FEET FOR FIELD ERECTION.
2. THE HANDRAIL SHALL BE MADE OF PIPES JOINED TOGETHER WITH COMPONENT FITTINGS OR WELDED. SAMPLES OF ALL COMPONENTS AND PIPE SHALL BE SUBMITTED FOR
APPROVAL AT THE REQUEST OF THE ENGINEER. ALL COMPONENT FITTINGS MUST BE MECHANICALLY FASTENED WITH STAINLESS STEEL HARDWARE. HANDRAIL AND
COMPONENTS SHALL BE TUFFRAIL AS MANUFACTURED BY THOMPSON FABRICATING LLC OR AN APPROVED EQUAL.
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3. RAILINGS SHALL BE I Tie SCHEDULE 40 ALUMINUM PIPE ALLOY 6101ASTM-13-429 OR ASTM-B821. POSTS SHALL BE 1114E SCHEDULE 40 ALUMINUM PIPE OF THE SAME ALLOY.
POST SPACING SHALL BE A MAXIMUM OF V-0'.
4. HANDRAILS SHALL BE DESIGNED TO WITHSTAND A Dan UNFT CONCENTRATED LOAD AND A 50 LBIFT UNIFORM LOAD APPLIED IN MY DIRECTION AND AT ANY POINT ON THE TOP
RAIL AND POSTS, ALL THOUGH NOT ACTING CONCURRENTLY.
below.
5. THE MANUFACTURER SHALL SUBMIT CALCULATIONS FOR APPROVAL AT THE REQUEST OF THE ENGINEER. TESTING OF PIPE, BASE CONNECTIONS OR BASE EXTRUSIONS BY AN
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INDEPENDENT LAB OR MANUFACTURERS LAS(IF MANUFACTURERS LAB MEETS THE REQUIREMENTS OF THE ALUMINUM ASSOCIATION) WILL BE AN ACCEPTABLE SUBSTITUTE
Call before dig
FOR CALCULATIONS.
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B. POSTS SHALL NOT INTERRUPT THE CONTINUATION OF THE TOP RAIL AT ANY POINT ALONG THE RAILING, INCLUDING END TERMINATIONS.
Within Indiana Call
]. CONCRETE ANCHORS SHALL BE STAINLESS STEEL TYPE 303 OR 304 AND SHALL BE FURNISHED BY THE HANDRAIL MANUFACTURER. THE ANCHOR DESIGN SHALL INCLUDE THE
811 Or 800-382-5544
APPROPRIATE REDUCTION FACTORS FOR SPACNG AND EDGE DISTANCES IN ACCORDANCE WITH THE MANUFACTURERS PUBLISHED DATA.
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