HomeMy WebLinkAboutWTR2703185.3CONCRETE AND REINFORCING STEEL NOTES;
1. ALL CONCRETE WORK MALL BE IN ACCORDANCE WITH THE ACI 301. ACI 318,
ACI 336, ASTM A184, ASTM A1B5 AND THE DESIGN AND CONSTRUCTION
SPECIFICATION FOR CAST -IN -PLACE CONCRETE.
2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
PSI AT 28 DAYS, UNLESS NOTED OTHTRRWISE.
3. REIN NG STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, ED
UNLESS OTHERWISE WELDED WIRE FABRIC SHALL CON ASTM A
185 STEER WIRE FABRIC UNLESS NOTED OTHERWISECES SHALL
BE CLASS 'B D ALL HOOKS SHALL BE STANDARD, UNO.
THE FOLLOWING MI UM CONCRETE COVER SHALL BE P FOR
4. REINFORCING STEEL LESS SHOWN OTHERWISE ON D NGS:
CONCRETE AGAINST EARTH ..... _.3 ,
CONCRETE TO EARTH OR THEN;
6 AND LARG ........................2 IN.
5 AND S D .........1 1/2 IN.
CONCRETE NOT EXPOSED EARTH OR WEATHER OR NOT
CAST AGAINST THE GRO
SLAB ANO W 3/4 IN.
BEAMS AND OLUMNS............1 1/2 IN.
5. A CHAMFER 3/4' SHALL PROVIDED AT ALL ED EDGES OF CONCRETE
UNO. IN ACCORDANCE ACI 301 SECTION 4.2.4.
6. INSTALLATION OF EXPANSION/WEDGE ANCHOR, IE PER
MANUFACTURER' WRITTEN RECOMMENDED PROCEDURE THE HOR BOLT.
DOWEL. OR SWILL CONFORM TO MANUFACTURER'S RECDM DAT10N FOR
DEPTH OR AS SHOWN ON THE DRAWINGS. NO R SHALL BE
CUT PRIOR ENGINEERING APPROVAL. WHEN DRILLING IN
CON EXPANSION BOLTS SHAD. BE PROVIDED BY RAMSET/REDkQ OR
AP OVER EQUAL. UNLESS NOTED OTHERWISE. SPECIAL INSPECTIONS, WNCN
BRED BY GOVERNING COOLS, SHALL BE PERFORMED IN ORDER TO AIN
UFACRIRER'S MAXIMUM ALLOWARE LOADS.
CONCRETE AND REINFORCING STEEL NOTES 302
NOTES: 1. ENGINEER SHALL DETERMINE DEPTH 'D' BASED UPON
NATIONAL ELECTRICAL CODE. UTILITY REQUIREMENTS OR
STATE AND LOCAL CODES,
2. LEAN CONCRETE r/ RED TINTED TOP MAY SE
USED IN PLACE OF COMPACTED SAND.
FLESHED GRADE OR
GROUND COVER, MATCH
SLOPE AND THICKNESS TRENCH
EXISTING
UNDISTURBED
SOL
OVARY TAPE
PACTED BACKFILL
D=
W/ SATISFACTORY NATIVE
OR IMPORTED SOIL
w
rn
—_
_
COMPACTED SAND
(SEE NOTE 2)
COMPACTED SAND BED
(SEE NOTE 2)
CONDUITS FOR T849
ELECTRICAL, do ANTENNA
SHAPoNG WHERE APPLICABLE 6' (MIN)
* CONDUIT SIZE, TYPE, QUANTITY AND SEPARATION
DIMENSION TO BE VERIFIED WITH LOCAL UTILITY
COMPANY REQUIREMENTS
DIRECT BURIED CONDUIT
DETAILNTS
328
BECHTEL TELECOMMUNICATIONS
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SITE #: STTLWASGI7
12603 82ND AVE. SOLRH
RENTON, WA 98055
14012' EA.
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FINAL GRADE SLOPE —
AWAY FROM CONCRETE
1' CHAMFER (TYP)
2` ABOVE GRADE
OR PAVEMENT
�— EXCAVATE AS REQUIRED TO
COMPACTED CRUSHED REMOVE VEGETATION & TOPSOf4
STONE OR GRAVEL EXPOSE UNDISTURBED NATURAL
(OPTIONAL; THIOKN SUBGRADE # PLACE CRUSHED
AS REQUIRED) ENp VIEW STONE AS REQUIRED
1. CONCRETE NOTES SC- DETAIL 302
GRAVEL SHALL SE NATURAL OR CRUSHED STONE
,DO PERCENT PASSING 1 INCH SIEVE
3. NWrEL CABINET SHALL BE PROVIDED WITH OPTIONAL BASE FRAME
CONCRETE PAD FOR
NORTEL UMTS iBTS CABINET
DETAIL
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FINAL GRADE SLOPE
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//—PoCUFTI (DAYTON/
EDGE INSERT
1 TYPE T-3A OR
APPROVED EQUAL)
(TYP 4 PLCS)
I" CHAMFER (TYP)
2` ABOVE CRADE
OR PAVEMENT
COMPACTED CR ED ~ EXCAVATE AS REQUED M
STONE OR G U REMOVE VEGETATION 0 TOPSOIL.
(OPTIC ICINESS INSERTS EXPOSE UNDISTURBED NATURAL
SUBGRADE do PLACE CRUSHED
AS RE RED) END A STONE AS REQUIRED
NOTES:
1. FOR CONCRETE NOTES SEE DETAIL 302.
2. GRAVEL SHAD. BE NATURAL OR CRUSHED Wm
100 PERCENT PASSING 1 INCH SIEVE.
3. NORTEL CABINET SHALL BE PROVIDED WITH 0
PRECAST CONCRETE PAD FOR
NORTEL UMTS iSTS CABINET
DETAIL (12652TUT
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REMOTELY LNOTE: PREFERRED AREA 10'x25'
UPON SITE
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ND ADJACENT POWER & TELCO
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NOTES AND DETAILS
NORTEL UMTS i8TS (OUTDOOR)
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