Drawing_G-03_Attachment_18_Amendment_No__0003_0003.pdf

GC-3

TYPICAL CIVIL

DETAILS - 2

NTS

XIA RUCKER WEBER

Project No.:

Scale:

Revision:

Drawing No.

Title Dsgn. Chkd. YYYY.MM.DDDwn.

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File Name: FKC_GC-02 TO GC-06

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2021.02.05

184031016

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Sheet: of 203

1. SHOP APPLIED CEMENT MORTAR LINING SHOWN. OMIT INSIDE JOINT MORTAR

REPAIR FOR FIELD APPLIED CEMENT MORTAR LINING.

2. CONTRACTOR SHALL CONDUCT A DYE PENETRANT OR MAGNETIC PARTICLE

TESTING. IF LEAKS ARE DETECTED, REPAIR AND RETEST THE WELDS UNTIL

THERE ARE NO DEFECTS. PLUG HOLES WITH A THREADED OR WELDED PLUG

AT COMPLETION OF TEST AND COAT AS SHOWN.

3. SEE DETAIL C-701 AND SPEC SECTION 33 92 10 FOR CONTRACTOR OPTIONS ON

INTERIOR OR EXTERIOR WELD.

NOTES:

HOLD BACK 3"

FROM WELD, (TYP)

CEMENT MORTAR

COATING, (TYP)

DIAPERED JOINT

PROTECTION

AS SPECIFIED, (TYP)

INSIDE JOINT MORTAR

APPLIED AFTER

COMPLETION OF JOINT,

(TYP). SEE NOTE 1

REV 110112

LAP WELDED SLIP JOINT

C-706

(WSP - CML&C)

C-701

SEE NOTE 1

TYPE

STATION DIM "A" DIM "B" EL "A" EL "B" EL "C" T1 T2

T3 "C" BAR

SPACING

"C"

BAR

SIZE

"D" BAR

SPACING

"D"

BAR

SIZE

L1 L2 D1

(FT) (FT) - (IN) (IN) (IN) (IN) (IN) (FT) (FT) (FT)

DRAINAGE CULVERT 5177+62 3 3 388.02 386.16 407.16 11 10 11 9 #5 12 #5 167.6 71.69 25.78

IRRIGATION SIPHON 5228+97 3 3 386.98 384.17 402.63 11 10 11 9 #5 12 #5 161.2 83.21 27.41

IRRIGATION SIPHON 5255+23 5 5 384.49 377.98 402.17 14 10 15 6 #5 9 #5 168.73 85 31.47

IRRIGATION SIPHON 5282+08 3 3 386.07 382.81 400.45 11 10 11 9 #5 12 #5 155.04 87.7 28.13

DRAINAGE CULVERT 5379+97 5 4 382.02 379.29 398.59 14 10 15 6 #5 9 #5 139.11 112.88 31.03

DRAINAGE CULVERT 5618+65 5 4 376.70 376.60 394.20 14 10 15 6 #5 9 #5 125.72 148.29 37.58

DRAINAGE CULVERT 5870+70 6 5 378.76 378.76 398.06 16 11 17 6 #5 9 #5 149.41 100.97 33.1

C-901

M

I N

PARALLEL

CANAL

EXISTING

CANAL

DETAIL A

DETAIL "A"

EL "B"

EXISTING SIPHON

B

C-902

PIPE ZONE FILL

#6 @ 6" EW (TYP)

COMPACTED BACK FILL

SHALL BE IN PLACE PRIOR

TO HYDRO TESTING

STD O-RING GASKET

LIFTING LUGS AS

REQUIRED

BY CONTRACTOR

T

Y P

18"

CONCRETE PLUG OR CAP

FILL ABANDONED

PIPE WITH SAND

OR CLSM

#4 BARS AT 6" OC EW

REINFORCED CONCRETE

COLLAR WITH STRUCTURAL

CONCRETE

EXISTING CONCRETE

PIPE

FERNCO FLEXIBLE COUPLING

ADAPTOR, OR APPROVED

EQUAL

PVC PIPE

COUPLING

LENGTH12" MIN

(TYP)

3" CLR

(TYP)

PVC PIPE TO CONCRETE PIPE

C-903

M

I N

NOTES:

1. PRIOR TO FABRICATION POTHOLE

EXISTING PIPELINES TO CONFIRM SIZE

AND MATERIAL TYPE.

C-707

(WSP - CML&C)

MORTAR LINING

INSIDE DIA

1. FIELD APPLIED JOINT MORTAR PROTECTION REQUIRED FOR SHOP-LINED

PIPE. PROVIDE CONTINUOUS LINING OVER JOINTS WHEN PIPE IS LINED

IN THE FIELD.

FIELD PLACED CEMENT

GROUT AND DIAPER

FIELD APPLIED JOINT

MORTAR PROTECTION,

SEE NOTE 1

BACKING PLATE

CENTERED ON JOINT

CEMENT MORTAR

COATING

NOTE:

REV 110112

6" MIN COATING

AND LINING HOLDBACK

FROM WELD, (TYP)

BUTT WELD

24" (MAX)

4x4 W1.4 x W1.4

WWF FOR LINING

AND COATING

JOINT REPAIR

BUTT STRAP WIDTH

4" (MIN)

BUTT STRAP JOINT

C-708

(WSP - CML&C)

C-701

C-701

(TYP)

T H

I C

K N

E S

S

C Y

L I N

D E

R t

P

I P

E

3"

SEE NOTE 4

HOLDBACK,

REV 110112

t (TYP)

PIPE END, (TYP)

(TYP)

1. CONTRACTOR SHALL CONDUCT A DYE PENETRANT

OR MAGNETIC PARTICLE TESTING. IF LEAKS ARE DETECTED, REPAIR

AND RETEST THE WELDS UNTIL THERE ARE NO DEFECTS. PLUG

HOLES WITH A THREADED OR WELDED PLUG AT COMPLETION OF

TEST AND COAT AS SHOWN.

2. SHOP APPLIED CEMENT MORTAR LINING SHOWN. OMIT INSIDE

JOINT MORTAR REPAIR FOR FIELD APPLIED CEMENT MORTAR LINING.

3. FOR FIELD WELDING OF INDIVIDUAL BUTT STRAP PIECES TO

EACH OTHER, SEE DETAIL C-705.

4. UNLESS OTHERWISE INDICATED, BUTT STRAP WIDTH SHALL

CONFORM TO THE LIMITATIONS SHOWN FOR PIPE END

SEPARATION AND OVERLAP REQUIREMENTS.

5. SEE DETAIL C-701 AND SEPCIFICATION SECTION 33 92 10 FOR

CONTRACTOR OPTIONS ON INTERIOR AND EXTERIOR WELDS.

STEEL PLATE

BUTT STRAP

JOINT SPLICE

BACKING PLATE

BEYOND

OVERLAP

REQUIREMENTS

(TYP)

CEMENT

MORTAR

COATING (TYP)

MORTAR

JOINT, AS

SPEC'D

INSIDE

DIA

1 1/2" CLEAR

COVER

FIELD APPLIED MORTAR

PROTECTION SHOWN

FOR SHOP-LINED PIPE,

(SEE NOTE 2)

CEMENT MORTAR

LINING, (TYP)

(SEE NOTE 2)

NOTES:

V A

R

2" EMBED

6"

6" SCHEDULE 80 PVC PIPE

36" ID PRECAST

CONCRETE MANHOLE

PER SECTION 33 05 16

CONCRETE LINING

SEALANT

AROUND PIPE

SEALANT AROUND PIPE

COMPACTED FILL

COMPACTED FILL

STILLING WELL INSTALLATION

C-904

NOTE:

1. SEE STRUCTURAL DRAWINGS FOR

RECORDER HOUSE DETAILS.

2. RECORDER HOUSE UPSTREAM OF CHECK

STRUCTURE IS 11' X 11', DOWNSTREAM IS

8' X 8', SEE SPECIFICATION SECTION 03 42

00.

REINFORCED CONCRETE PAD

#5 REBAR @ 12" O.C. EACH WAY

CANAL

INVERT

Q

MAX

RECORDER HOUSE

NOTES:

1. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS SIZE AND ELEVATION OF EXISTING SIPHONS.

2. INLET PARAPETS (HEADWALLS) SHALL MEET REQUIREMENTS OF CALTRANS STANDARD D82. INLET

WINGWALLS SHALL MEET THE REQUIREMENTS OF CALTRANS STANDARD DETAIL D84.

3. REFER TO C-700 SERIES CANAL CROSS SECTIONS FOR SIPHON PROFILES AT EACH LOCATION.

4. SEE GS SHEETS FOR GENERAL REQUIREMENTS FOR STRUCTURAL CONCRETE REINFORCEMENTS, AND CONCRETE CLEAR COVERS.

5. IRRIGATION AND DRAINAGE CULVERTS SHALL BE PROVIDED WITH CONSTRUCTION JOINTS AT 30'-0"

MAX SPACING USING DETAIL S-114 ON DWG GS-2. REBAR SHALL BE CONTINUOUS THROUGH JOINT

IN BOTTOM SLAB ONLY. SIDE WALLS AND TOP DECK JOINT SHALL STOP REBAR PER DETAIL S-902.

JOINTS SHALL BE PROVIDED IN THE LEVEL REGION OF THE CULVERT 4'-0" MIN TO 6'-0" MAX, MEASURED AT TOP OF TOP SLAB, OFFSET FROM EACH ANGLE POINT.

EXISTING SIPHON

NEW CONSTRUCTION

CONTRACTION JOINT WITH

HYDROPHILIC WATERSTOP,

TYP ALL AROUND

C-906

IRRIGATION AND DRAINAGE

SIPHON EXTENSION

D

D

L1L2

EL "C"

EL "A"

DEMO CANAL

PORTION OF

EXISTING SIPHON

1.12' LINED FREEBOARD

AT QMAX

36" PRECAST

MANHOLE

AM

EN

DM

EN

T #

RR

M C

.0 5.

DIM "A"

D I M

B

DIM "A"

T

T2

T

"C" BARS

"D" BARS

"C" BARS

"D" BARS

TOP OPTIONAL

CONSTRUCTION JOINT (TYP.)

BOTTOM CONSTRUCTION

JOINT (TYP.)

2'-0" L X #4 DOWEL @ 12" SPACING

BOTTOM SLAB OF WINGWALL OR BOX

#4 @ 12" SPACING EACH WAY

CONCRETE INVERT SLAB

INLET/OUTLET INVERT SLAB DETAIL

S-130

C-922

S-114

TYP

NOTE 5

30' MAX

NOTE 5

4' MIN

6'MAX

SIM

Attachment 18 Amendment No. 0003

AutoCAD SHX Text C77436

AutoCAD SHX Text C66888