|
WO RCI
<br />BY KJEL[
<br />SUMP P
<br />i
<br />/Y
<br />PLAN SH
<br />SHOWING DIMENSIONS @ BASE
<br />NG TYP..
<br />1/4" = 1'-0"
<br />r -.=a1.7
<br />2
<br />INF'G OF
<br />SSE SL
<br />SEE REINF'G LAYOUT SHT. S2 GENERAL NOTES
<br />FOR HORIZ. STEEL DO NOT SCALE THESE DRAWINGS.
<br />L2x2x3/16" W/ 1/2"0 x 3" NELSON STUDS ®24"
<br />6'-0" VERIFY THE FOLLOWING WITH THE CIVIL DRAWINGS:
<br />3'-0" EXTENT, LOCATION, SLOPES AND DRAINAGE OF SLABS,
<br />SLAB DEPRESSIONS, PITS, ETC.; SIZE AND LOCATION OF ALL
<br />+3.06 TMP' #4 ® 12" OPENINGS.
<br />~ # FOR BASE AND/OR BUILDING PAD PREPARATION, COMPACTION AND
<br />: GRADING SPECIFICATIONS, SEE SOILS REPORT PREPARED BY:
<br />#4 DOWELS w/ STD. HOOK
<br />#4 ® 12"
<br />10 ® WALL AND BASE SLAB J.H. KLEINFELDER &ASSOCIATES -- FILE N0. 20-1415-06
<br />N z '' #3 CA STIRRUPS:01CONSTRUCTION SUPERVISION
<br />- 7 SPACES ® 12" EA END, SMARTING 3"
<br />FROM I.F. OF WALL; REMAINDER ® 247.
<br />1,x6 o ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY,
<br />OPENING I AND FEDERAL AGENCIES HAVING JURISDICTION. GAMAYO, SANCHEZ &
<br />#5 0 16" ASSOCIATES ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF
<br />#7 ® 6" CONSTRUCTION OR PROPER EXECUTION OF THE WORK SHOWN ON THESE
<br />DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE
<br />#5 0 16" E.W. oo RESPONSIBILITY OF THE CONTRACTOR.
<br />L
<br />0
<br />4-#8 W/ STD. 90' HOOK EA END #6 ® 12" CONCRETE & REINFORCING STEEL
<br />3-#5 0 16" 1 z.1 s IT IS ANTICIPATED THAT GROUNDWATER WILL BE ENCOUNTERED IN THE
<br />-11 4gk EXCAVATION PIT AREA. THE CONTRACTOR SHALL KEEP WATER OUT OF
<br />Q
<br />SECTION 3/4"=1'-0" +�; L THE PIT DURING THE POUR AND INITIAL SET OF SUMP BASE PAD.
<br />3 of THERE SHALL BE NO DIFFERENTIAL PRESSURE BETWEEN THE INSIDE
<br />N 1
<br />0
<br />3—#7
<br />W/ STD. 90'
<br />HOOK EA END
<br />Dproval Recommended - �,�
<br />#3 L]
<br />STIRRUPS: 6"
<br />THROUGHOUT SPAN
<br />3 THRU
<br />START
<br />3" FROM I.F.
<br />OF WALL
<br />OF REINFORVG
<br />19, 10,
<br />11
<br />8 BAR d
<br />GRADE 40 •
<br />#3 THRU
<br />%11
<br />3—#6 BOTT. BARS
<br />���®®®®_®_®_®_®11®■_■11111
<br />`��nllllllllllllillllllllll�lllll
<br />1111111111111111111111111111■11111
<br />IIIIIIIIIIIIIIIIIIIIIIIIIIII■11■
<br />IIIIIIIIIIIIIIIICsommos:::6m:::■
<br />IIIIIIIIIIIIIIIIIIIIIIIIIIII■■■■
<br />1111111111111111111111111111
<br />11
<br />-- w
<br />t
<br />CO
<br />V
<br />NOTE; BEND
<br />DIAMETER
<br />IS
<br />MEASURED ON INSIDE OF BAR.
<br />I
<br />HOOKS
<br />�
<br />M
<br />OP G
<br />co
<br />■
<br />■
<br />i•3
<br />_
<br />.
<br />,.
<br />11111111111111111111
<br />I
<br />o
<br />1111111111111
<br />I I
<br />MEN
<br />■
<br />1
<br />■■■■■■■■■■■1■1■
<br />INF'G OF
<br />SSE SL
<br />SEE REINF'G LAYOUT SHT. S2 GENERAL NOTES
<br />FOR HORIZ. STEEL DO NOT SCALE THESE DRAWINGS.
<br />L2x2x3/16" W/ 1/2"0 x 3" NELSON STUDS ®24"
<br />6'-0" VERIFY THE FOLLOWING WITH THE CIVIL DRAWINGS:
<br />3'-0" EXTENT, LOCATION, SLOPES AND DRAINAGE OF SLABS,
<br />SLAB DEPRESSIONS, PITS, ETC.; SIZE AND LOCATION OF ALL
<br />+3.06 TMP' #4 ® 12" OPENINGS.
<br />~ # FOR BASE AND/OR BUILDING PAD PREPARATION, COMPACTION AND
<br />: GRADING SPECIFICATIONS, SEE SOILS REPORT PREPARED BY:
<br />#4 DOWELS w/ STD. HOOK
<br />#4 ® 12"
<br />10 ® WALL AND BASE SLAB J.H. KLEINFELDER &ASSOCIATES -- FILE N0. 20-1415-06
<br />N z '' #3 CA STIRRUPS:01CONSTRUCTION SUPERVISION
<br />- 7 SPACES ® 12" EA END, SMARTING 3"
<br />FROM I.F. OF WALL; REMAINDER ® 247.
<br />1,x6 o ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY,
<br />OPENING I AND FEDERAL AGENCIES HAVING JURISDICTION. GAMAYO, SANCHEZ &
<br />#5 0 16" ASSOCIATES ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF
<br />#7 ® 6" CONSTRUCTION OR PROPER EXECUTION OF THE WORK SHOWN ON THESE
<br />DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE
<br />#5 0 16" E.W. oo RESPONSIBILITY OF THE CONTRACTOR.
<br />L
<br />0
<br />4-#8 W/ STD. 90' HOOK EA END #6 ® 12" CONCRETE & REINFORCING STEEL
<br />3-#5 0 16" 1 z.1 s IT IS ANTICIPATED THAT GROUNDWATER WILL BE ENCOUNTERED IN THE
<br />-11 4gk EXCAVATION PIT AREA. THE CONTRACTOR SHALL KEEP WATER OUT OF
<br />Q
<br />SECTION 3/4"=1'-0" +�; L THE PIT DURING THE POUR AND INITIAL SET OF SUMP BASE PAD.
<br />3 of THERE SHALL BE NO DIFFERENTIAL PRESSURE BETWEEN THE INSIDE
<br />N 1
<br />0
<br />IP I SECTION I 3/4"=1'-Q"
<br />#5 0 16" LONGITUDINAL TOP BARS
<br />#5 0 16" TRANSVERSE TOP BARS
<br />BETWEEN I.F. OF WALL AND EDGE
<br />OF SLAB.
<br />#7 0 6" TRANSVERSE. EVERY OTHER
<br />BAR MAY BE CUT OFF 12" FROM INSIDE
<br />FACE OF WALL AS SHOWN.
<br />REINF. SYMM. ABOUT THIS
<br />0 16" E.W. (BOTTOM REINFORCING)
<br />hecked By r
<br />enior Engineer
<br />3—#7
<br />W/ STD. 90'
<br />HOOK EA END
<br />Dproval Recommended - �,�
<br />#3 L]
<br />STIRRUPS: 6"
<br />THROUGHOUT SPAN
<br />3 THRU
<br />START
<br />3" FROM I.F.
<br />OF WALL
<br />IP I SECTION I 3/4"=1'-Q"
<br />#5 0 16" LONGITUDINAL TOP BARS
<br />#5 0 16" TRANSVERSE TOP BARS
<br />BETWEEN I.F. OF WALL AND EDGE
<br />OF SLAB.
<br />#7 0 6" TRANSVERSE. EVERY OTHER
<br />BAR MAY BE CUT OFF 12" FROM INSIDE
<br />FACE OF WALL AS SHOWN.
<br />REINF. SYMM. ABOUT THIS
<br />0 16" E.W. (BOTTOM REINFORCING)
<br />hecked By r
<br />enior Engineer
<br />KJELDSEN ,
<br />C O N S U L
<br />SINNOCK & ASSOCIATES ,
<br />T I N G C I V I L E N G I N E E
<br />.INC .
<br />R S
<br />Dproval Recommended - �,�
<br />1113 W. FREMONT STREET
<br />STOCKTON . CALIFORNIA
<br />1209 1 946 - 0266
<br />C0NC.
<br />Su Amilled
<br />0,ptcff—
<br />- Approved
<br />3 THRU
<br />8
<br />C� I SECTION
<br />FOR GRATING OVER OPENING, —
<br />SEE DRWG. BY K.S.A. /
<br />/ / I
<br />II /
<br />6— 6'OOTT. BARS BETWEEN
<br />\ OPENINGS — TYP.
<br />\ I
<br />11=
<br />�II
<br />3" CLR.
<br />TMP.
<br />4 BAR d
<br />@
<br />INT.
<br />C0NC.
<br />WALL
<br />3 THRU
<br />8
<br />6 BAR d
<br />OF REINFORVG
<br />19, 10,
<br />11
<br />8 BAR d
<br />GRADE 40 •
<br />#3 THRU
<br />%11
<br />3—#6 BOTT. BARS
<br />-- w
<br />t
<br />CO
<br />V
<br />NOTE; BEND
<br />DIAMETER
<br />IS
<br />MEASURED ON INSIDE OF BAR.
<br />I
<br />HOOKS
<br />�
<br />M
<br />OP G
<br />co
<br />i•3
<br />I
<br />o
<br />I I
<br />AND OUTSIDE FACE OF CONCRETE WALLS UNTIL THE CONCRETE HAS
<br />ATTAINED A COMPRESSIVE STRENGTH OF 3000 PSI.
<br />CONCRETE SHALL ATTAIN THE FOLLOWING COMPRESSIVE STRENGTHS AT
<br />28 DAYS WITH A MINIMUM OF 5-1/2 SACKS OF CEMENT PER CUBIC YARD:
<br />FOUNDATIONS: 3000 POUNDS PER SQUARE INCH PSI
<br />SLABS ON GRADE: 3000 POUNDS PER SQUARE INCH PSI
<br />REINFORCEMENTS, ANCHOR BOLTS, PIPE SLEEVES AND OTHER INSERTS
<br />SHALL BE POSITIVELY SECURED IN PLACE PRIOR TO PLACING
<br />CONCRETE.
<br />CONCRETE PROTECTION FOR REINFORCEMENTS (TO FACE OF BARS):
<br />3" WHERE CONCRETE IS POURED AGAINST EARTH
<br />2" WHERE CONCRETE IS EXPOSED TO WEATHER BUT PLACED IN
<br />FORMS
<br />1-1/2" TO BEAM AND GIRDER STIRRUPS
<br />3/4" FOR SLABS, WALLS AND JOISTS
<br />REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 FOR #5 AND
<br />LARGER; GRADE 40 FOR #4 AND SMALLER
<br />NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR
<br />AUTHORIZED BY THE ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL
<br />BE A MINIMUM OF 36 BAR DIAMETERS. MAKE ALL BARS CONTINUOUS
<br />AROUND CORNERS.
<br />CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE
<br />SPLICED AS FOLLOWS: TOP BARS AT MIDSPAN; BOTTOM BARS OVER
<br />SUPPORTS.
<br />STAGGER SPLICES. WHERE POSSIBLE, THE DISTANCE BETWEEN
<br />SPLICES SHALL BE EQUAL TO THE AMOUNT OF LAP.
<br />PROTECTION OF ADJACENT PROPERTY
<br />IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE
<br />EXISTING LEVEE AND ALL ADJACENT PROPERTY FROM CAVE—INS, SCOURING,
<br />OR ANY OTHER DETRIMENTAL EFFECTS. ALL DAMAGE DONE BY THE
<br />CONTRACTOR SHALL BE REPAIRED OR RESTORED BY THE CONTRACTOR AT
<br />HIS SOLE EXPENSE AND TO THE SATISFACTION OF THE OWNER.
<br />z
<br />#5x5'-0" DIAG. T&B
<br />TYP. EA. CORNER •� ND
<br />OF LARGE OPENING
<br />O BEND DIA
<br />m 9URF
<br />STIRRUPS & TIE REINFORCING
<br />#4 ® 17 E.W., T&B Nw II
<br />TMP. REINF. I OP G I 3—#7 BOTT. BARS
<br />\ I
<br />I— -- ---- _j 4 CO
<br />\ \ \ B - --- - -- I I
<br />BAR SIZE
<br />MIN. BEND DIA
<br />P THRU #5
<br />4 BAR d
<br />ALL OTHERS
<br />SEE TABLE O LEFT
<br />\ \ I171 OP G O I I L C 1,i 0 i[ .% Ll (j A W I I� � N ` — _ I
<br />\ 4d OR 2 1/
<br />\ O L!'l;ilt�ii5 Fjyr ._y �:. /c'G, �.,, BEND DIAMETER I I Y
<br />—# ��#kk---
<br />\ a PVoChangesBMINIMUM
<br />y _
<br />\ L------------� EAop'lyt
<br />Person Js;rlx This Dralvinp �hgitki
<br />\ All Intormpt n Rv !n,'� ecting Tire ite of
<br />\ 4 —10 1 2 —1 I
<br />----------J
<br />NOTE: TOP SLAB SHALL BE CONSTRUCTED ONLY AFTER BACKFILL HAS BEEN COMPLETED AROUND THE SUMP.
<br />BACKFILL ONLY AFTER THE CONC. IN THE WALLS HAS ATTAINED A COMPR. STRENGTH OF 3000 PSI.
<br />PLAN SHOWING REINF'G IN TOP SLAB
<br />COUNTY OF SAN JOAQU'IN
<br />COUNTY SERVICE AREA NO. 12
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />THORNTON STORM DRAINAGE PROJECT
<br />PHASE I
<br />— MAN
<br />REINFORCING
<br />MIN. BEND DIA
<br />WR GRADE
<br />BAR SIZE
<br />kLL GRADES
<br />3 THRU
<br />8
<br />6 BAR d
<br />OF REINFORVG
<br />19, 10,
<br />11
<br />8 BAR d
<br />GRADE 40 •
<br />#3 THRU
<br />%11
<br />5 BAR d
<br />180' BEND
<br />ONLY
<br />NOTE; BEND
<br />DIAMETER
<br />IS
<br />MEASURED ON INSIDE OF BAR.
<br />STANDARD
<br />HOOKS
<br />SUMP PLAN AND DETAILS
<br />—1
<br />SHEET TOT
<br />NO. SHEE
<br />2 224
<br />
|