B.08.03 Solicitation Amendment 0002 MFRM_SF135.pdf

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®of Engineers

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SHOWN.

HAVE A STANDARD 90° HOOK AS

BELOW PIPE, EF. U-BARS SHALL

PROVIDE INVERTED #6 U-BARS

BAR EF WITH 3" CLEAR COVER.

VERTICAL BAR, ADD ADDITIONAL

AND UNCUT HORIZONTAL OR

COVER EXISTS BETWEEN PIPE

WHERE MORE THAN 6" CLEAR

C923,TYP

CONFORMING TO ASTM

TO JUNCTION BOX,

FOR CONNECTING PIPES

WATERTIGHT CONNECTOR

OR APPROVED EQUAL

PROVIDE A-LOK PREMIUM

LAB WITH WALL REBAR

STANDARD HOOK, TYP

EDGE OF BASE

ELEV. RE: CG110

ELEV. RE: CG110

NOTE:

1. ALL STEEL #6 @ 12" MAX, EW EF

2. WHERE HORIZONTAL BARS ARE TERMINATED DUE TO PIPE PENETRATION

PLACE U-BAR WITH LEGS LAPPING WITH HORIZONTAL REBAR. U-BAR

TO OPEN AWAY FROM PIPE.

CENTERLINE OF PIPES.

INVERT. SLOPE TOWARDS

FILL WITH CONCRETE TO PIPE

GENERAL SHEET NOTES

NOTE:

1. ALL STEEL #6 @ 12" MAX, EW EF

2. 12" RCP NOT SHOWN FOR CLARITY

NOTE:

1. ALL STEEL #6 @ 12" MAX, EW EF

2. 12" RCP NOT SHOWN FOR CLARITY

OF VERT BARS, EF

(2) #6 HOOPS, INSIDE

AROUND, TYP

WATERSTOP ALL

HYDROPHILIC STRIP

LAB WITH WALL REBAR

STANDARD HOOK, TYP

FROM EDGE OF MANHOLE

FROM MAT. 3" CLR CVR

SPACE 6" OC, 45 DEG

ADDITIONAL #6 EF

SEE SHEET NOTE 2

SEE SHEET NOTE 2

PIPE EMBED INTO BASE SLAB

VERT BAR. EF ON EA SIDE OF

ADDITIONAL #6 FULL HEIGHT

NOTE:

1. ALL STEEL #6 @ 12", EW EF

2. (2) #6 HOOPS AROUND ALL INTERSECTING RCP, INSIDE OF VERTICAL BARS. EF.

3. CLSM OVER FOOTER EXTENSION BENEARTH 48" PIPES. SEE A1/SF505 FOR DETAILS.

4. LADDER RUNGS NOT SHOWN FOR CLARITY.

SEE DETAIL NOTE 3

INDIVIDUAL LADDER RUNGS

REFER TO SHEET NOTE 4

REMAINING RUNGS NOT

SHOWN FOR CLARITY

FOR OPENING

SEE DETAIL 1

SIDE VIEWFRONT VIEW

1/4

TYP

SHEAR STUDS 4"X1/2" (TYP)

4X4X1/2" (TYP)

4X4X1/2" (TYP)

3.5"X1/2" PLATE (TYP)

NOTE:

1. HOT DIPPED GALVANIZED

2. VERTICAL ANGLES REQUIRE

INTERIOR LEG CORNERS TO BE

CLIPPED (2X2)

3. ALL PLATES 3.5"X1/2"

CENTER PL ON

ANGLES

1. FOR GENERAL STRUCTURAL NOTES SEE SHEET S-001.

2. ACCESS FRAME AND LID SHALL BE NEENAH R-1900-E OR APPROVED EQUAL.

3. SLOPE TOP SLABS TO DRAIN.

4. INSTALL LADDER RUNGS DESIGNED AND DETAILED IN ACCORDANCE

WITH 29 CFR 1910.23. THE LADDER RUNG DESIGN, INCLUDING

ANCHORAGE, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR

AND SHALL BE DESIGNED TO MEET 29 CFR 1910.23 AND SPECIFICATION

SECTION 05 51 33. FOR POST-INSTALLED ANCHORAGE, GPR SHALL BE

USED TO LOCATE REBAR AND ANCHOR HOLES DRILLED TO MISS REBAR.

MAINTAIN 3" CLEAR COVER TO PIPE WALL.

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:30:32 PM 7/12/2021

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