22Q0078 Enclosure_A.pdf

• GEN ENG

HYD

HYDR

GEOTECH

STR ENG

MEA

~----~---------A----~------~--~--~----~------~B------~~----~~----~------~--c----------~----~----------------D------~--------~----~----------E----------------~----------------F----------------~----------------G---------------, I 720

EXISTING GROUND LINE

>, · CLEAR

STORM DRAIN_/ :

REES WITHIN

·UFF EDGE ·· ······ ·· · · •· · ········ · ·· ·· ·· · ... ··· ·· · ··· ·· · ·· .. , · ···· · · ·· ··· ·· ···· ·

REMOVE EXISTING FENCE, "- ,

.. CONSTRUCT PERMANENT

FENCE I

TEMPORARY FENCE I~

X )!::

----- _j _____ _: ______ ~_j_________________________ .

:: ' : -------- .... _ -- LINE

STORM DRAIN/ ------ ...... ,~

LIMESTONE

I

EXCAVATE

'-IMESTONE

-------------------.L...,--_, GLE;NWOOD SHALE . 1 . . . . . . . . ''"'"'"'--1---r,, i

; 6'-0" '~

. OR TO '

VERTICAL JOIN'f · · \

' I I I

• I ; I ' I ·. I

I I r:

REMOVE fJEBR!S ··· lJO TOP OF FOOTING

TIMBER CAP

A f.l/1~2

' ' -----I '-,, EL. 731.50

·· · · · · · .... ·•· · .... '· • · ... , ........... ····"· -.. ""· .... ·' · ···· ............................................. · ......... · ...... · · .. .. ~~~-"''<··-· .. · · ::=~~::'":':~= t-:: .. ~. -.. ,;-..... -:: ...... ,.~ ....... :-:). ·rl

--~:::r

STRIPPING. SEED AN MULCH

' \ I . I

-\ STRUCTURAL CKFILL _.......-'--\-- -:-----,

\ L __ ~---~

1 SCALE

\ LIMEST NE

I I I I I I I I I I I .

I I

' LIMES TONE ',

GLENWOOD SHALE . ',

SANDST NE \

I I I I I

SEClfiON

STATION 3+50

R~MOVE DEBRIS

rEXISTING

I I I I

TP .. l!OI" OF I'QQTING

I I I I I I I I

I

EXCAVATE I

SANDSTONE I

TIMBER CAi?

:A

8" WA ERMAIN

61/122

<:.lo.L..Ll.l<i.!"'- 4 Gl\"t--11~ ~-1'::r 1:·': r --- --· --· --· --------...

I ).L---'-'r-L __ 1 :::=::::..., r XISTING 8" WATERMAIN

S'-011

S TRUC URAL BACKF LL

SECfiON 18

STATION 3+00 61/122

720 .. " " . ' .

1 ' 71~~z~o----~2~to~--~2a±o~--~~~9o~----~~&ek,----~~7~o~----~~6o~----,~s~o------~4+o~----~=3o~--~~~2~o----~,t~o----~~oo±:~----79~0----~sto------7±~~----7qo~----~5=o------4±o~----~3o~----~2~o------±lo~----io~7~10

~----_. ______ ._A_. __ _. ____ _. __ ~---------------

NOTES:

I. SEED AND MULCH DISTURBED AREAS.

REFERENCES:

PLAN AND ELEVATION - STA. -0+20 TO 5+00

SITE DETAILS

PERMANENT FENCE DETAILS

TEMPORARY FENCE DETAILS

STORM DRAIN PROFILE

UPSTREAM BLUFF - GEOLOGICAL MAP

AS-BUILT AS OF AUGUST 2000

DRAWING NO.

61/122 61/133 61/134 61/147 61/135 10/109

SYMBOL DESCRIPTION APPROVAL

I : I ~' i =I ARCH~m::~INEERS I . .l-a.l . .l-... _ ... _a.;;....,._ T , .. , If N T B c (I ,., p 4 filii #

DEPARTMENT OF THE ARMY

3400 W. 66th Street Suite 250. Mimeopolis, Nimesoto

55·135 (612) 920·4666

ST. PAUL DISTRICT, CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

AE APPROVING OFFICIAL: CONSTRUCTION DRAWINGS

LOCK AND DAM NO. I

OPERATIONS AND MAINTENANCE MISSISSIPPI RIVER

1-r::=::-:=::::---:-:-=,----1 LOCK & DAM NO. I MINNEAPOLIS, MN DESIGNED: JAB BLUFF PROTEClfiON-STAGE I

CROSS SECTIONS 18 & 19

STA. 3+00 TO STA. 3+50

OMS • CHECKED: ..,

DRAWN: DFE/TEB

:r DESIGNED:

CHECKED: <>.

DATE:

b6edgar1 Oval b6edgar1 Oval b6edgar1 Oval b6edgar1 Oval b6edgar1 Line b6edgar1 Line b6edgar1 Line b6edgar1 Line b6edgar1 Line b6edgar1 Line b6edgar1 Line b6edgar1 Line b6edgar1 Line b6edgar1 Line b6edgar1 Line b6edgar1 Line b6edgar1 Line b6edgar1 Line b6edgar1 Line b6edgar1 Line b6edgar1 Line b6edgar1 Line b6edgar1 Line b6edgar1 Line b6edgar1 Line b6edgar1 Text Box This drawing is provided for reference only. Actual work to be performed shall conform to the SOW for this contract b6edgar1 Text Box Reference Drawing #1

0 2

GEN ENG

HYD

HYDR

GEOTECH

• STR ENG

MEA

' 0 ' ' M b

B f.l/1.(:?

c f.l/1.(2 y

10" I

!.1.

p.

12" < ~'

3" CL.I ~

t

TIMBER PROTECTION

lA FIELD VERIFY

MATCH FRONT FACE

OF EXISTING WALL.

EL. 741.50

1-'--,t, f-- 3" CL.

... 3'-61F '-.

DISTANCE FROM VERT. JT.=I'-0" MIN., 5'-0" MAX.

P. V.C. PIPE FILLED WITH FILTER GRAVEL

B f.l/1.(:?

b

12" ...----------- '<:

3" CL. I

c f.l/1.(2

TIMBER PROTECTION

EL. 741.50

t

(;ll FIELD VERIFY

MATCH FRONT FACE

OF EXISTING WALL.

b

,--3" DIA. P. V.C. PIPE 0 10'-0" O.C.

B f.l/1<::?

•5 c c f.l/1.(2

DISTANCE FROM VERT. JT.=I'-0" MIN., 5'-0" MAX.

P.V.C. PIPE FILLED WITH FILTER GRAVEL

TIMBER PROTECTION

10" u

.~ EL. 741.50

. -·5 c 12"

12" ~ ~ ,__ •6 c 12"

I "l"l-~. 3" CL. ~ -....c.=::__~

·'- -- 3" CL.

' 0

M

GENERAL NOTES

I. ALL CONCRETE TO BE 4500 P.S.I. COMPRESSION

AT 28 DAYS.

2. ADDITIONAL CONSTRUCTION JOINTS !HORIZONTAL

OR VERTICAL> SHALL BE SUBMITTED WITH A

DRAWING FOR THE CONTRACTING OFFICER'S APPROVAL. 4

3. THE BACK FACE OF WALL IS THE CONTROL LINE.

4 SLOPE PIPE 0.010' /'

..... t---~~----..,;;-tl .

BOTTOM OF AGGREGATE:\((:2_ i I --~~--

BASE COURSE -'------ - ---·:·2> -

.... • ···· ·• · ·• -· -... ·. "rt-.-:~·- ~· .:·. .. .. .. .. { ...

r--F====~:::I!=t_,..-;,::;_,i--!_, < ~ W L

,--BACKFILL TO EL 731.50 l E

~STRUC;URAL BACKFILL y /. ;· .

/ ~ l===£:::rv,:-:"":>~:>':· ::

4 SLOPE PIPE 0.010'/'

,--BACKFILL TO EL. 731.50

,--BACKFILL TO EL 731.50

4. EXPANSION JOINTS FOR ALL RETAINING WALL

MONOLITHS SHALL BE AS SHOWN.

5. ROUGH TOP OF FOOTINGS BETWEEN STEM DOWELS

TO A MINIMUM AMPLITUDE OF 1f4'', p; }"~ ::·;>. :: _. I> ~ 1-'ct _ ou z' M Z<l>

:::! ' r--z

' "" I

I

OF AGGREGATE

BASE COURSE ' r--z

1 '--' 1 1--.J 1 I 1 !......_.~ I 1.........1 I , __ J I '---

1- ' "" '

I

6. Yz" PREFORMED EXPANSION JOINT MATERIAL SHALL BE

PLACED BETWEEN ALL NEW CONCRETE AND EXISTING

CONCRETE UNLESS OTHERWISE SHOWN.

7. EXPANSION JOINT LOCATIONS SHOWN ON WALL PROFILES.

..J u ' '

"" __...--CONSTRUCTION JOINT, LEAVE ROUGH ' ;.,

rBOTTOM

--' u ' C\1

' ' M

' M ""

/STRUCTURAL BACKFILL

' "" r STRUCTURAL BACKFILL

8. REINFORCING BARS TO MEET A.S. T.M. DESIGNATION

GRADE 60. l C\1 ' "' ' M p. v

1 -1 c 1o·

BACKFILL BE W

AGGREGATE BA

COURSE WITH

PERVIOUS FILL.

' M I

9. REINFORCING BARS NOT DETAILED AT OPENINGS AND

EMBEDDED ITEMS SHALL BE SHIFTED, BENT OR CUT

AS DIRECTED BY THE CONTRACTING OFFICER. io

BACKFILL BELOW

AGGREGATE BASE

COURSE WITH

PERVIOUS FILL __ ./

LIMITS OF EXCAVATION_/

SLOPE TO OSHA STANDARDS

•6 c 12" __/

'--•7 @ 10"

RIVER SIDE

REINFORCE MENT SHOWN

l

• z

TIMBER PROTECTION ·-

f---•5@ 121

', TYP.

D

• •6 @ 12", TYP.

•6 @ 12", TYP. PLACED

BETWEEN •6 0 12"

VERTICAL BARS SUCH THAT

SPACING OF •6 BARS AT

0 THE FOOTING IS 6" MAX.

I

•6 o 1211

I

TYP. I

-·5 c 12·. TYP. I i ' t_ 3" DIA. P. V.C. PIPE--t

1 ..

TYPICAL MONOLITH EL.

SCALE: 1/4"=1'-0"

10'-0"

TYPICAL SECTION A

SINGLE WALL 61/139

SCALE< 1/z''= I' -0" 61/141

REINFORCEMENT SHOW ~· ""' sooc "" N

~ ' 0 I ' ' "" M

' - ' .... -z

' "" ' ' r- z "" ' !-> :::!

(o

.. I I' -0" MIN.

5'-0" MAX.

---- f' . -- --

~---~~·f=-·=5=~~=12="~/0o§~~-~=i~~j.~~~·~-=-=·=·6~~~~~~·~~~~~-=!='0~~~~==· ~~~~~~~~5~c~·l=2="~~~~~~~~-~~~~~~-=-~~~·6~c=·=l2~"~==:t·~~~=·~~~~~~fl__j

''-- , , , • , EL. 727.00

CONSTRUCTION JT, __j \_ \ I _j \_.6 @ 12" '

EL. 727.00

10. REINFORCING BARS SHALL BE PLACED TO PROVIDE 3"

OF COVER UNLESS OTHERWISE NOTED.

..J u LLIMITS OF EXCAVATION

SLOPE TO OSHA STANDARDS ~

3"

•5 @ 12" <TYP.l

•6 @ 12" <TYP.l

LEAVE ROUGH •5 @ 12"Jj u '--•7 @ 10"

CONCRETE COVER,

TYPICAL

LAND SIDE FACE

•6 @ 12" it, CONSTRUCTION JOINT, LEAVE ROUGH-

VARIES 22' -7%" NORTH END

22' -8%" SOUTH END

TYPICAL SECTION B

DOUBLE WALL 61/139

SCALE: 'fz" =I' -0" 61/141

'12" PREFORMED EXPANSION

11. REINFORCEMENT SPLICES MAY BE ADDED TO AID

CONSTRUCTION. SPLICE LOCATIONS AND LENGTHS SHALL

BE SHOWN ON THE REINFORCING SHOP DRAWINGS FOR 3

THE CONTRACTING OFFICER'S APPROVAL.

12. LAP LENGTHS DEPEND ON BAR SIZES AND SHALL NOT BE

LESS THAN AS TABULATED BELOW UNLESS OTHERWISE

SHOWN OR NOTED. WHEN TWO DIFFERENT BAR SIZES

ARE LAPPED, LAP LENGTH SHALL BE BASED ON THE

DIAMETER OF THE SMALLER BAR.

BAR SIZE

NO. 3

NO. 4

NO. 5

NO. 6

SPLICE

LENGTH

14 II

18" 23" 27"

BAR SIZE

NO. 7

NO. 8

SPLICE

LENGTH

32" 36"

13. LAP LENGTH IN THE ABOVE TABLE SHALL BE

MULTIPLIED BY 1.3 FOR TOP BARS.

JOINT MATERIAL ALONG WALL STEM

14. REINFORCING HOOKS AND BENDS SHALL CONFORM

TO ACI STANDARD HOOKS AND BENDS.

• I> .~ • I> • ·;: • ; · ; · • · · • · · • ; : • · · • ·(-~--RETAINING WALL STEM

~...,.,.~-+.;,..;.....--- ... ; ........ ..;..;._ ..... _ ""'" . .;,..;.......__,.,.,;.;....;.y

• ~ • I> • I> .• I> •• I> ••

1--~-'--'-T-'-...._:-"

•5 @ 12" <TYP.l

•5 @ 12" !TYP.>

SECTION

REINFORCEMENT DETAIL

AT MONOLITH JOINT

NOT TO SCALE

BOT TOM OF J'-0" REVEAL-

BLOCKOUT IN CONCRET

5"x5"x1f4'' GALV. PLATE, A36 STL.

WITH 114'' HOLES OR SLOTS <:;i;NTERED OVER DRAIN. USE !4l -~"xlt'4"

STAINLESS STEEL BOLTS WITH EPOXY

GROUTED INSERTS TO SECURE PLATE.

E

TOP OF SIDEWALK S I .. .I ¥." 6"

LOPE- .ct._

7'12''

NOTE: ELEVATION WILL

VARY ALONG WALL. SECTION

DRAIN DETAIL

SCALE: 2" =I' -0"

D

' <D

RIVER SIDE FACE

NOTE:

z r-

• z

I. FOOTING NOT SHOWN IN THIS VIEW.

2. FOR EXP. AND CONT. JOINT DETAILS SEE

DRAWING NO. 61/142.

E

EXISTING WAL L

BEGIN/END WALL

END OF NEW WALL

SHALL MATCH

II---ORIENTATION OF END

OF EXISTING WALL .

I~ TOOLED JOINT SEALANT

AND CHAMFER

NEW WALL

TAIL IS TYPICAL FOR EACH END NOTE: THIS DE

WHERE T HE NEW WALL MATCHES THE EXISTING WALL.

DETAIL

CONNECTION DE

SCALE: f'4"=1'-0"

TAIL

c

61/139 61/141

I 0 4

I 11 II I I I I I I

SCALE IN FEET

I 0 2 I 'I 'I I I

SCALE IN FEET

I 6" 0 I 1,1 1,,,1 I

SCALE IN FEET

3" 0 6" I I I' I I I

SCALE IN FEET

I 6" 0 I I' I' I I I' I I

SCALE IN FEET

I

I I

I I

I v-o~~

I I

I

REFERENCES:

15. CLEARANCE BETWEEN REINFORCEMENT AT THE TOP OF

THE RETAINING WALL IS LIMITED. USE OF CONCRETE

ADDITIVES TO AID IN THE PLACEMENT AND

CONSOLIDATION OF THE CONCRETE IS ENCOURAGED,

BUT AT THE CONTRACTOR'S OPTION.

QBAWI~G ~Q.

GEOMETRIC CONTROL PLAN 61/120

61/139 WELL I, DOUBLE WALL, AND WALL 2 - PLAN AND ELEVATION

RETAINING WALL - DETAILS 61/142

AS-BUlL T AS OF AUGUST 2000 1/tok. a~

SYMBOL DESCRIPTION DATE APPROVAL

ARCHITECTS ENGINEERS

I; I~ II I =t PLANNERS DEPARTMENT OF THE ARMY

Th• HNTB Compottl•$

ST. PAUL DISTRICT, CORPS OF ENGINEERS

3400 W. 66th Street. Suite 250. Minneapolis. Winnesota

ST. PAUL, MINNESOTA 55435 (612) 920-4666

AE APPROVING OFFICIAL: CONSTRUCTION DRAWINGS

LOCK AND DAM NO. I

OPERATIONS AND MAINTENANCE - MISSISSIPPI RIVER

DESIGNED: OMS LOCK & DAM NO. I M I NNE A POLlS, MN

PLR BLUFF PROTECTION-STAGE I ' CHECKED:

"' RETAINING WALL 0..

DRAWN: MLS

TYPICAL SECTIONS AND DETAILS

:I: DESIGNED:

' "' CHECKED: CAD FILE NAME: mcsxpOOO.dgn DRAWING NUMBER: SHT 24 0..

DATE: APRIL 1998 SOL. NO: DACW37-98-B-0009 M-L 1-61/140 OF 33

AS-BUlL T b6edgar1 Oval b6edgar1 Oval b6edgar1 Oval b6edgar1 Oval b6edgar1 Oval b6edgar1 Oval b6edgar1 Text Box This drawing provided for reference only. Actual work performed shall conform to the SOW for this contract.

b6edgar1 Text Box Reference Drawing #2