S-87-7.4_ .-NTRUCTUnAL NOTE`% FM REINF. CONC. LID
ROMTF
J. CONCRETE SWILL BE AS FOLLOWS:
C i . L4ldT14[i 28 DAY STRENGTH
.
C) SLAB (LNNG 3.0 !111 =Fe
aGfiABE 5600 ?
•�90P.S.1.
g f f CON)MUCTION NOTE)
TOA�TO TU FOR
HOM SHOWN ABOVE, BU W BE SUBJECT THE CODE
( F1I1E �htATIONS a c - 1 PlEMOOEL EMAM. PUMP VAULT PEA DETAILh ON stIALET1 t ♦ 1 REQUIREMENTS OF THE HIGHER OWE.
C LON1T. NEW VALVE VAULT PEP, DETAILS ON hNEET •! . �Z CEMENT-SHALL CONFORM TOASTM C150, TYPE 11. j
° a 3 HMDROCK AGGREGATES SHALL CONFORM TO ASTM C33.; THEIR
Li
W 3 t6N1T . ELG.CTRICAL CONTROL PANEL PEP% DETAILS ON 114EET 4. MAXIMUM SIZE SWILL BE 1 1/2 INCHES FOR FOOTINGS'
r 4 f.0A11T. V" D. l.P. FORCE lAAIN , INCLUDING FITTINGh .
CAISSONS AND GRADE BEAMS AND 1 INCH FOR ALL OTHER WORK.
-( EAiST. AC PRIYENIENT 1 w APPROVED A 9f HEI BES IMUM Si M!£M1A r f9RCOINN':
° y K v 3 COMT. 4" '11EEL PID1Th ( t rMTh ON EPAT #11DE OF PLSYIP VAULT TO
1� { 1uRVE Lou's AI1p bE. !'%ESPL3VAbLE
I` J IDESIGNED BY METHOD 11. THE AVERAGE TRIAL BATCH STRENGTH
�O ! ►� 1 SHALL EXCEED THE SPECIFIED STRENGTH PC BY 252 OR 900
All �<G Y.S.I., WHICHEVER IS THE LEAST. COPIES OF THE MIX DESIGN
t�
SHALL BE SUBMITTED TO THE OWNER, ARCHITECT, ENGINEER, '
_ AND BUILDING DEPARTMENT FOR APPROVAL BEFORE USE.
��. EIK11 O P roe ELL t0 11EN%A►N JOB AT
} �. ONLY ONE KIND OF CONCRETE SHAH BE POURED ON THE
JOB
V" 1EWER *p o1 ONETIME.
C ( EXCESS2000 P.S.I.
ION IS REQUIRED FOR ALL CONCRETE IN
1 Q.
If. CONCRETE COVER OVER REINFORCING SHALL BE AS FOLLOWS:
- (ExhT.l PUMP CONTROL PANEL) A) POURED AGAINST EARTH ..3 INCHES
k a l6Edr PIPE ® I ' p) EXPOSED TO EARTH, BUT POURED AGAINST FORMS
EXNT. �T MAIN tON1TRUCT NEW CONCRETE TOP ( TOP OF WELL TO MF%7[,M ..2 INCHES
NOTE* PB1116LY' AlSANDONED \ EXIST. Ih" TREES FUTUnF- TOP OF CURIS ELEV.I C) MAIN BARS INCOL'SANDBM'S ..2 INCHES
tIJEITN CITY NOR MCWB ` ID) STRUCTURAL SLAB ,.i INCH �--
CONTPiAL70R TO POTHOLE Wf1TER tauLI �EnIFY LOCATIONS c° • SST X0 10' WOOD COVER TO OE I% MDVM
II'' E) WALLS 1 1/2 INCHES
MAIN PP110R TO CDN`17P1UCTION . r EXIST. wn. MAIN FIELD - +�i TSAR !OPENING EDGE F) SLABS ON CINGS AT CENTER
LOCATEO 6Y DOtS PUMGLOVE I a n TSAR T Iz" O.C. O.(TYP.� 9. ALL REINFORCING SHOWN CONTINUOUS SHALL BE LAPPED 30
(Gh a0 hTL1 DIAMETERS (GRADE 40) OR 36 DIAMETERS (GRADE 60) AT
L9 W /MCWD ON 11 /IT /O(n. P .q�r .r c (o' LONC.4LA6
I- �--- -- APrnon . LO[AT►oN OF SPLICES AND SHALL BE MADE AWAY FROM POINTS OF MAXIMUM
Lob �• 2 I EX11T. TELEP190NE LONIlUiT STRESS. MINIMUM LAP SHALL BE 2'0* LONG.
I (w VALVE) ' 14. BEFORE CONCRETE IS POURED, CHECK WITH ALL TRADES TO
K I
i :,.: I � ; INSURE PROPER PLACEMENT OF ALL OPENINGS, SLEEVES,
° 1 B' •
15- N 4 DOWELh WANT. O' PUMP WELL CURBS, CONDUITS, COLTS, INSERTS, ETC. RELATING TO WORK.
r cTe.�T IR24 "O.C. AnOUND6 I. A. L SLEEVES NOT SPECIFICALLY SHOWN ON THE DRAWINGS
CONTRACTOR TO VERIFY LOCATION r, ITHtAII BE LOCATED BY THE TRADES INVOLVED AND SHALL BE
OF EX11T. V" FORCE MAIN # PROYIBL ` (wrn • VALVE IsnEA11En) PERT METE15 I I APPROVED BY THE ENGINEER.
&m" FORTE MAIN. TO JOIN xN1. c Ex11T. wT>ti. METERT Z .DRYPACKCONCRETE SWlll BE ONE PART PORTLAND CEMENT
6" FORCE MAIN. ��� — (EXI1T. WTA. VAULT
MID ONE PART SAND WITH SUFFICIENT WATER TO ALLOW A
(ExIST. wTR. MEren1 , SMALL AMOUNT OF PASTE TO COME TO THE SURFACE.
FUrunE LAMPS . a�f (—� I I& CONCRETE GROUT SHALL BE NON - SHRINKING WITH SUFFICIENT
f I �'([XI1T. T}1AFFlC 11[J�WL MX)
(Ex11T�WTn. VALVE) AIECT I ON A - A WATER TO ALLOW POURING ULTIMATE COMPRESSIVE STRENGTH
his OOX� ` 4 WC) AT 28 DAYS SHALL EQUAL 2000 P.S.1.
STALE I" % t' 14. MIX THAT PRODUCES LOWEST SLUMP COMPATIBLE WITH
Lpwtt+ Ih�M -� t �)TL S PROPER PLACEMENT SHALL BE USED. (4-1/20 MAX SLUMP
6y <<E�,� ( ` r��t� /f It)FL UNLESS OTHERWISE APPROVED BY STRUCTURAL ENGINEER).
115.lOCATION OF CONSTRUCTION OR POUR JOINTS MUST BE
Ymi1,� APPROVED BY THE STRUCTURAL ENGINEER IF OTHER THAN
SHOWN 3: I<6 NO PJ ESNOR THE DLC75 EEXCEEDINOONE -THIRD THE SLAB OR WALL
THICKNESS SWILL BE PLACED IN STRUCTURAL CONCRETE
EXItiS O ( UNLESS SPECIFICALLY DETAILED. SEETHE MECHANICAL AND /OR
h�OE wv Q W ELECTRICAL DRAWINGS PER LOCATION OF SLEEVES THROUGH AND FLOORS.
17. ALLLREINFORCING STEEL, DOWELS AND ANCHOR BOLTS AND
" . OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO
iTS.�llf. r
.TTt � xIST• t: rT2 `r 1f' POURING CONCRETE.
16"18' N4 BOWELS a t4 "O.C. ,
F1DOUIID PEMMETE)'► (TTL) .
Z R ISAM 4! It" O.C. (CA 4O 1TL1
N+T tt" 1TOP+M
NOILIfY OF 41 Ili —0 IN.
W Z /
d
SOMEIE IN
y,
Aye- _ .,• .
L- N (A ISAM ! 4" O.C.
i OPENING EDGE
CORM ND TOASiM STEEL 15 AS FFOOLLOOWS WUSSS DEFORMED
M • W 3 SAP, a OPENING EDGE A) 4 BARSAND LARGER OR40
M ! S I M OPEMW& LQ6E
115 ISAM ! I E" O. C . � O% `�. ALL BARS SWILL BE FREE OF LOOSE AND FLAKY RUST NO SCALE,
t t:R ao STL i A :. A GREASE, OR OTHER MATERIALS WFUCH MIOHIAEFEGI OA IMPAIR
ALL BENDS TO BE FADE COLD
tiITE PLAN
NEALE : I- s IQ'
DO NOT WELD GRADE 60 REINFORCING UNLESS SPECIAL'
2 KL BRAS LD W.O.C. ! APPROVAL IS OBTAINED FROM STRUCTURAL. ENGINEER.
44 OPENING EDGE IS. GRADE 40 REINFORCING MAY BE WELDED WHEN REQUIRED.
!6. CONCRETE STRUCTURAL MEMBERS (SLABS, BEAMS, ETC.) SWILL
NOT BE STRIPPED UNTIL THE CONCRETE HAS REACHED ITS
DESIGN STRENGTH. I
IOW HYDROGEN WELDING ROCS SHALL BE USED FOR ALE •`
WELDING TO REINFORCING RODS.
�Y- ?A'� N8TE : - I)E.A O - NON • TnAFFIC VAULT LI D
CONTWTOPS WI-L BE P1EhPOMMI-t FOPS
rMVIDING AUCLUATE ISY-FN�) OPERATION
DMING COWMIQTION OF O)TATION . _ - -
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'AS I3LlILT� /12- 2� -M'll
Project No. 1112100 - 96
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'AS I3LlILT� /12- 2� -M'll
Project No. 1112100 - 96
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