3-2511-035 Mtn. View Culvert Replacement Drawings.pdf

PDF 22 MB Posted Apr 7, 2026

Attached to: Kane County- Mountain View Road Replacement
Solicitation number: RA26-122
Issued by: Grand County, Utah

About this file

Written by GovTribe AI · Apr 9, 2026

This is a set of construction design drawings for the Mountain View Road Culvert Replacement project in Kane County, Utah. The project involves the replacement and installation of five culverts (four corrugated HDPE storm drain pipes ranging from 30 to 48 inches in diameter and one 84 by 72 inch precast concrete box culvert) along Mountain View Road (Old Highway 89A) in the Kanab area. The drawings include project location maps, culvert plans and profiles, canal crossing details, structural specifications for concrete headwalls, and standard construction details for riprap lining, surface ditches, and thrust blocks. The project requires relocation of existing fiber optic lines, water lines, and fencing, as well as grading and drainage improvements. Bids for the construction project will be received at the Kane County Commission Chambers located at 76 N Main Street, Kanab, Utah 84741, until Tuesday, April 21, 2026 at 11:00 AM local time. Questions regarding the project are due in writing to Justin Telfer, Project Engineer, at justin.t@jonesanddemille.com on or before April 14, 2026 at 5 PM. No pre-bid conference will be held.

The drawings are designated "for bidding only" and include comprehensive structural notes prepared under the supervision of Licensed Professional Engineer Benjamin David Arrington (License No. 14258864-2202). The design follows IBC 2021, ACI 318-19, and ACI 350-20 codes with concrete structural requirements of 4,500 PSI minimum compressive strength and ASTM standards for materials. Construction requirements include special inspection provisions for soils, concrete placement, and structural elements, with specifications for compaction densities, lift thicknesses, concrete testing, and quality assurance procedures. The project documents indicate that pipes are to be furnished by the owner, and construction involves significant earthwork including riprap placement totaling over 800 cubic yards and surface ditch excavation. All work must comply with Blue Stakes of Utah notification requirements (1-800-662-4111) for underground utility location prior to excavation.

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File	Type	Posted
2-2511-035 Mtn. View Culvert Replacement Project Manual.pdf	PDF	Apr 7, 2026
1-2511-035 Advertisment.pdf	PDF	Apr 7, 2026

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2511-035

VICINITY MAP

SHEET NO.PROJECT No.

APPROVAL

RECOMMENDED FOR APPROVAL:

DATE

APPROVED:

DATE

SCALE: CUSTOM

PROJECT LOCATION

INDEX TO SHEETS

SHEET NO. SHEET TITLE

G-002 LEGEND

G-003 INDEX

SM-01 TO SM-04 SUMMARIES

PP-100 TO PP-104 CULVERT PLAN & PROFILES

PP-105 TO PP-107 CANAL CROSSING PLAN & PROFILES

C-500 TO C-503 DETAILS

S-101 TO S-103 STRUCTURAL

SUBMITTAL: FOR BIDDING ONLY

G-001

KANE COUNTY, UTAH

KANE COUNTY

SAN JUAN

KANEWASHINGTON

IRON GARFIELD

WAYNEPIUTEBEAVER

MILLARD

SEVIER

EMERY GRAND

SANPETE

CARBON

JUAB

UTAH

WASATCH

DUCHESNE

UINTAH

DAGGETTSUMMIT

SALT LAKE

TOOELE

DAVIS

MORGAN

WEBER

RICH

CACHE

BOX ELDER

IDAHO

WYOMING

C O

ARIZONA

KANAB

MTN VIEW CULVERT REPLACEMENT

KANE COUNTY

N O

R T

Pr in t D at e:

F ile

P at h:

H :\2

5\ dw g\

C D s\

E-

-0

.d w g

LOCATION MAP

KANAB

CENTER ST

Y 89

HWY 89

H W

CHINLE DR

Apr 03 2026

4-6-2026

LEGEND

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

5\ dw g\

C D s\

E-

-0

.d w g

G-002

FOR BIDDING ONLY

MTN VIEW CULVERT

REPLACEMENT

KANE COUNTY

2511-035

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

LEGEND AND ABBREVIATIONS

EDGE OF ASPHALT

EDGE OF GRAVEL SURFACING

EDGE OF DIRT SURFACING

EDGE OF ASPHALT SURFACING

TOP BACK OF CURB

LIP OF CURB

TOP OF SIDEWALK

TOP OF CONCRETE

TOP OF GRATE

EDGE OF ASPHALT

FLOW LINE OF GUTTER

FLOW LINE OF CULVERT

SIDEWALK

TOP OF ASPHALT

CONCRETE SURFACING

ASPHALT SURFACING

STREET SIGN

TBC

LOC

TSW

TOC

TOG

EOA

FLG

FLC

TOA

SANITARY SEWER LINE

CULINARY WATER LINE

BURIED POWER LINE

FENCE LINE (BARBED OR STOCKTIGHT)

DRAINAGE CULVERT

FLOW LINE OF DITCH

BURIED TELEPHONE LINE

NATURAL GAS LINE

BURIED CABLE TV LINE

TREE

CONCRETE SURFACING

DELINEATOR POST

PROPERTY LINE

IRRIGATION LINE

EXISTING RIGHT OF WAY LINE

DRAINAGE CULVERT

CULINARY WATER LINE

SANITARY SEWER LINE

SECTION LINE

PROPOSED RIGHT-OF-WAY LINE

SUBDIVISION BOUNDARY LINE

LOT LINES

QUARTER SECTION LINE

(P.U.E.) PUBLIC UTILITY EASEMENT

DEED LINE

FIRE HYDRANT

STRUCTURE

DELINEATOR POST

STREET SIGN

TOP OF CUT LIMITS

TOE OF FILL LIMITS

CULINARY WATER METER

WATER METER

POWER POLE & GUY WIRE

STORM DRAIN

SANITARY SEWER SERVICE

POWER POLE

EXISTING FEATURES PROPOSED FEATURESMISC. FEATURES

(SIDEWALK, CURB, GUTTER, ETC.)

FENCE LINE (CHAIN LINK)

TELEPHONE PEDESTAL

OVERHEAD CABLE TV LINE

OVERHEAD POWER LINE

OVERHEAD TELEPHONE LINE

BURIED POWER LINE

OVERHEAD POWER LINE

BURIED TELEPHONE LINE

OVERHEAD TELEPHONE LINE

BURIED CABLE TV LINE

OVERHEAD CABLE TV LINE

NATURAL GAS LINE

IRRIGATION LINE

STORM DRAIN

FENCE LINE (BARBED OR STOCKTIGHT)

FENCE LINE (CHAIN LINK)

FIBER OPTIC LINE

MAILBOX

ABBREVIATIONS & HATCHING

RIGHT-OF-WAY

LEFT

RIGHT

R/W

L / LT

R / RT

TEMPORARY T.C.E.

LIMITS OF DISTURBANCELOD

CONSTRUCTION EASEMENT

STATIONSTA

EXISTING CITY BLOCK LINES

BLOCK LINE

EXISTING N/A LINE

WATER MANHOLE

LIGHT POLE

GAS METER

CABLE TV PEDESTAL

SANITARY SEWER CLEAN OUT

IRRIGATION MANHOLE

IRRIGATION METER

STORM DRAIN MANHOLE

EXISTING GROUNDEG

FINISHED GRADEFG

CAST-IN-PLACECIP

or or epp

SCO

EPP

SCO

wmh sdm imh

G .W

CONCRETE SURFACING

(SIDEWALK, CURB, GUTTER, ETC.)

W G

GAS METERI

w g i

COMMUNICATION MANHOLEcmm

PUBLIC UTILITY EASEMENTP.U.E.

SEWER MANHOLESMH

STORM DRAIN MANHOLESDM

WATER MANHOLEWMH

IRRIGATION MANHOLEIMH

COMMUNICATION MANHOLECMM

STRUCTURE

INDEX

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

5\ dw g\

C D s\

E-

-0

.d w g

G-003

FOR BIDDING ONLY

MTN VIEW CULVERT

REPLACEMENT

KANE COUNTY

2511-035

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

KANAB

HWY 89

CHINLE DR (OLD HWY 89A)

D R

N O

R T

1 Inch =

600' 1200'

1200 Feet

SEE SHEET PP-100

SEE SHEET PP-101

SEE SHEET PP-102

SEE SHEET PP-103

SEE SHEET PP-104

SUMMARIES

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

5\ dw g\

C D s\

M M

dw g

SM-01

FOR BIDDING ONLY

MTN VIEW CULVERT

REPLACEMENT

KANE COUNTY

2511-035

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

5\ dw g\

C D s\

M M

dw g

SM-02

FOR BIDDING ONLY

MTN VIEW CULVERT

REPLACEMENT

KANE COUNTY

2511-035

Blue Stakes of

Bluestakes.org 1-800-662-4111

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

5\ dw g\

C D s\

M M

dw g

SM-03

FOR BIDDING ONLY

MTN VIEW CULVERT

REPLACEMENT

KANE COUNTY

2511-035

Blue Stakes of

Bluestakes.org 1-800-662-4111

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

5\ dw g\

C D s\

M M

dw g

SM-04

FOR BIDDING ONLY

MTN VIEW CULVERT

REPLACEMENT

KANE COUNTY

2511-035

Blue Stakes of

Bluestakes.org 1-800-662-4111

.1 8, .0

.6 4, .0

NORTH

-IN

C O

S A

'D (P

O W

R T

A 0+

1+46

GRADE TO DAYLIGHT

REMOVE PIPE

CULVERT REQ'D

24" D50 RIPRAP REQ'D

140 CY.

SEE DETAIL D/C-501

RELOCATE FIBER OPTIC

LINE BY OTHERS

H (T

Q 'D

C /C

-5

.1 6, .0

H (T

D' D

C /C

-5

.0 0, .0

75 LF. RELOCATE

FENCE REQ'D

0+00

1+00

2+00 2+40

INSTALL 48-IN CORRUGATED HDPE STORM DRAIN PIPE

(40' OF 48-IN CMP @ 6.00%) PIPE FURNISHED BY OWNER

(CULVERT 1)

-2.80%

-20.00%

-1.36%

STA: 0+13.18

ELEV: 5043.71

STA: 0+53.16

ELEV: 5041.31

STA: 1+00.49

ELEV: 5031.84

CULVERT 1

PLAN & PROFILE

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

5\ dw g\

C D s\

-1

.d w g

PP-100

FOR BIDDING ONLY

MTN VIEW CULVERT

REPLACEMENT

KANE COUNTY

2511-035

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

1" = 20' HORZ.

1" = 4' VERT.

EXISTING

GROUND

FINISHED GRADE

M O

U N

W R

H W

24" D50 RIPRAP REQ'D

140 CY.

SEE SHEET D/C-501

GRADE TO

DAYLIGHT

GRADE TO

FENCE LINE

RIPRAP 4' UNDER

CULVERT.

4XD50 TOE BLOCK

7.50' LONG

NORTH

0+00

1+36

-IN

C O

S A

'D (P

O W

A 1+

H (T

Q 'D

C /C

-5

.0 0, .0

A 0+

8, .0

R T

H (T

Q 'D

C /C

-5

.1 7, .0

A 1+

6, .0

EXISTING GROUND

FINISHED GRADE

0+00

1+00

1+36.46

INSTALL 30-IN CORRUGATED HDPE STORM DRAIN PIPE(85' OF 30-IN CMP @ 2.70%) PIPE FURNISHED BY OWNER

(CULVERT 2)

STA: 0+24.18

ELEV: 5043.05

STA: 1+09.17

ELEV: 5040.76

GRADING BEYOND EXTENTS

SHOWN BY OTHERS

GRADING BEYOND EXTENTS

SHOWN BY OTHERS

-21.07%

-2.79%

CULVERT 2

PLAN & PROFILE

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

5\ dw g\

C D s\

-1

.d w g

PP-101

FOR BIDDING ONLY

MTN VIEW CULVERT

REPLACEMENT

KANE COUNTY

2511-035

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

1" = 20' HORZ.

1" = 4' VERT.

GRADE TO DAYLIGHT OTHERS

MOUNTAIN VIEW ROAD (O

LD HWY 89A)

RED PLATEAU DRIVE

H (T

Q 'D

C /C

-5

.0 0, .0

A 0+

1, .0

GRADE TO DAYLIGHT BY

OTHERS

REMOVE PIPE CULVERT REQ'D

H (T

Q 'D

C /C

-5

.2 0, .0

T O

RELOCATE FIBER OPTIC LINE BY OTHERS

50 LF. 10" HDPE REQ'D

FIELD VERIFY LOCATION

SEE SHEET PP-105

-IN

C O

S A

'D (P

O W

A 0+

.2 2, .0

EXISTING 8" WATER LINE

50 LF. RELOCATE

FENCE REQ'D

EXISTING 8"

WATER LINE

0+00

1+00

EXISTING GROUND

FINISHED GRADE

-10.12%

-1.70%

STA: 0+18.21

ELEV: 5043.85

STA: 0+58.20

ELEV: 5043.05

GRADE TO

FENCE LINE

GRADE TO

FENCE LINE

INSTALL 48-IN CORRUGATED HDPE STORM DRAIN PIPE

(40' OF 48-IN CMP @ 2.00%) PIPE FURNISHED BY OWNER

(CULVERT 3)

CULVRT 3 PLAN

& PROFILE

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

5\ dw g\

C D s\

-1

.d w g

PP-102

FOR BIDDING ONLY

MTN VIEW CULVERT

REPLACEMENT

KANE COUNTY

2511-035

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

1" = 20' HORZ.

1" = 4' VERT.

H W

EXISTING 18"

CULVERT TO REMAIN

REMOVE PIPE

CULVERT REQ'D

GRADE TO DAYLIGHT

BY OTHERS

H (T

Q 'D

C /C

-5

.0 0, .0

A 0+

2, .0

-IN

C O

S A

'D (P

O W

A 0+

H (T

Q 'D

C /C

-5

.5 2, .0

A 0+

5, .0

55 LF. 10" HDPE REQ'D

FIELD VERIFY LOCATION

SEE SHEET PP-106

EXISTING 8"

WATER LINE

40 LF. RELOCATE

FENCE REQ'D

EXISTING GROUND

FINISHED GRADE

-30.95% STA: 0+11.52

ELEV: 5033.13

STA: 0+61.52

ELEV: 5032.53

GRADE TO

FENCE LINE

INSTALL 30-IN CORRUGATED HDPE STORM DRAIN PIPE(50' OF 30-IN CMP @ 1.20%) PIPE PROVIDED BY OWNER

(CULVERT 4)

GRADE TO

FENCE LINE

CULVERT 4

PLAN & PROFILE

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

5\ dw g\

C D s\

-1

.d w g

PP-103

FOR BIDDING ONLY

MTN VIEW CULVERT

REPLACEMENT

KANE COUNTY

2511-035

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

1" = 20' HORZ.

1" = 4' VERT.

NORTH

M O

W Y

LOST SPRINGS DRIVE

H (T

Q 'D

C /C

-5

.4 6, .0

A 1+

4, .0

R T

EXISTING FLOWLINE

24" D50 RIPRAP

345 CY.

SEE DETAIL F/C-501

8.00'

0+00

3+50

H (T

Q 'D

C /C

-5

.7 1, .0

.9 4, .0

C O

Q 'D

(O W

B /C

-5

R T

A 2+

REMOVE PIPE

CULVERT REQ'D

CONCRETE HEADWALL REQ'D

SEE SHEETS S-101 TO S-103

24" D50 RIPRAP ROCK CHUTE

465 CY.

SEE DETAIL E/C-501

SURFACE DITCH (ROCK

CHUTE) EXCAVATION REQ'D

SEE DETAIL E/C501

RELOCATE FIBER OPTIC

LINE BY OTHERS

80 LF. 10" HDPE REQ'D.

FIELD VERIFY LOCATION

SEE SHEET PP-107

RELOCATE SIGN

REQ'D (2)

CONCRETE HEADWALL REQ'D

SEE SHEETS S-101 TO S-103 PLACE EXCESS MATERIAL

IN OLD CHANNEL

Q 'D

(B Y

O M

-3 L

.5 7, .5

O M

-3 R

, 5 .5

OM-3R OM-3L

OM-3R OM-3LO

T M

G N

'D (B

Y O

S) O

M -3

R S

+6 0.

, 4

M -3

A 1+

2, .8

R T

EXISTING 8" WATER LINE

PLACE EXCESS MATERIAL

IN OLD CHANNEL

GRADE TO DAYLIGHT. TIE

IN TO EXISTING CHANNEL

100 LF. RELOCATE

FENCE REQ'D

0+00

1+00

2+00

3+00 3+50.17

EXISTING GROUND

FINISHED GRADE

0.00%

-5.00%

0.00%

-0.00%

-33.33%

-1.55%

INSTALL 84 X 72 CONCRETE BOX CULVERT(40.00' OF 84 X 72 PRECAST BOX CULVERT @ 2.00%)

(CULVERT 5)

STA: 2+63.81, ELEV: 5021.79

STA: 2+60.07, ELEV: 5020.29STA: 2+32.07, ELEV: 5020.29

STA: 2+00.23

ELEV: 5028.85STA: 1+60.24, ELEV: 5029.65

GRADE TO DAYLIGHT

24" D50 RIPRAP ROCK CHUTE

465 CY.

SEE SHEET E/C-501

24" D50 RIPRAP

345 CY.

SEE SHEET F/C-501

GRADE TO DAYLIGHT

WATER PIPE REQ'D.

FIELD VERIFY LOCATION

SEE DETAIL C-502

CONCRETE HEADWALL REQ'D (2)

SEE SHEETS S-101 TO S-103

BOX CULVERT

PLAN & PROFILE

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

5\ dw g\

C D s\

-1

.d w g

PP-104

FOR BIDDING ONLY

MTN VIEW CULVERT

REPLACEMENT

KANE COUNTY

2511-035

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

1" = 20' HORZ.

1" = 4' VERT.

A C-502

M O

W Y

0+00

1+00

1+75

CULVERT 3 CANAL

CROSSING PLAN & PROFILE

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

5\ dw g\

C D s\

-1 to P

P-

dw g

PP-105

FOR BIDDING ONLY

MTN VIEW CULVERT

REPLACEMENT

KANE COUNTY

2511-035

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

MTN VIEW ROAD

PLAN

CULVERT 4 CANAL CROSSING (SECTION A-A)

EXISTING

GROUND

EXISTING 8"Ø

WATER LINE

CULVERT 3

CANAL CROSSING

50 L.F.(MIN) 10"Ø HDPE REQ'D

DR 11 WITH WELDED HDPE FLANGE

WITH METAL BACK UP RING

(HDPE 21 FT MIN BEND RADIUS)

EXISTING 8"Ø

WATER LINE

4' -0

43'-1"

1" = 20' HORZ.

1" = 20' VERT.

50 L.F.(MIN) 10"Ø HDPE REQ'D.

DR 11 WITH WELDED HDPE FLANGE

WITH METAL BACK UP RING

(HDPE 21 FT MIN BEND RADIUS)

8"x10" REDUCER WITH MJxMJ FLANGE

EXISTING 8"Ø

WATER LINEEXISTING 8"Ø

WATER LINE

CULVERT 3

48-IN CORRUGATED HDPE

STORM DRAIN PIPE

FINISHED GRADE

22.5° PVC BEND

FLxMJ

8"x10" REDUCER WITH FLxFL

22.5° PVC BEND

FLxMJ

8"x10" REDUCER WITH FLxFL

22.5° PVC BEND

FLxMJ 22.5° PVC BEND

FLxMJ

AutoCAD SHX Text

0+00 1+00

1+75

CULVERT 4 CANAL

CROSSING PLAN & PROFILE

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

5\ dw g\

C D s\

-1 to P

P-

dw g

PP-106

FOR BIDDING ONLY

MTN VIEW CULVERT

REPLACEMENT

KANE COUNTY

2511-035

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

MTN VIEW ROAD

PLAN

CULVERT 5 CANAL CROSSING (SECTION A-A)

22.5° PVC BEND

FLxMJ

8"x10" REDUCER WITH FLxFL

EXISTING

GROUND

EXISTING 8"Ø

WATER LINE

CULVERT 4

CANAL CROSSING

55 L.F.(MIN) 10"Ø HDPE REQ'D

DR 11 WITH WELDED HDPE FLANGE

WITH METAL BACK UP RING (HDPE

21 FT MIN BEND RADIUS)

8"x10" REDUCER WITH FLxFL

22.5° PVC BEND

FLxMJ

EXISTING 8"Ø

WATER LINE

4' -8

13'-10"

1" = 20' HORZ.

1" = 20' VERT.

55 L.F.(MIN) 10"Ø HDPE REQ'D

DR 11 WITH WELDED HDPE FLANGE

WITH METAL BACK UP RING (HDPE

21 FT MIN BEND RADIUS)

EXISTING 8"Ø

WATER LINE

EXISTING 8"Ø

WATER LINE

EXISTING 8"Ø

WATER LINE

CULVERT 4

30-IN CORRUGATED HDPE

STORM DRAIN PIPE

A22.5° PVC BEND

FLxMJ

22.5° PVC BEND

FLxMJ

8"x10" REDUCER WITH FLxFL

0+00

1+00

1+75

EPP

N O

R T

CULVERT 5 CANAL

CROSSING PLAN & PROFILE

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

5\ dw g\

C D s\

-1 to P

P-

dw g

PP-107

FOR BIDDING ONLY

MTN VIEW CULVERT

REPLACEMENT

KANE COUNTY

2511-035

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

PLAN

4' -0

1" = 20' HORZ.

1" = 20' VERT.

A A

EXISTING

GROUND

EXISTING 8"Ø

WATER LINE

EXISTING 8"Ø

WATER LINE

CULVERT 5 CONCRETE

BOX CULVERT

CANAL CROSSING

CULVERT 6 CANAL CROSSING (SECTION A-A)

MTN VIEW ROAD

EXISTING 8"Ø

WATER LINE

EXISTING 8"Ø

WATER LINE

CULVERT 5

CONCRETE

BOX CULVERT

RIPRAP

50'-8"

80 L.F.(MIN) 10"Ø HDPE REQ'D

DR 11 WITH WELDED HDPE FLANGE

WITH METAL BACK UP RING (HDPE

21 FT MIN BEND RADIUS)

8"x10" REDUCER WITH FLxFL

22.5° PVC BEND

FLxMJ

8"x10" REDUCER WITH FLxFL

22.5° PVC BEND

FLxMJ

80 L.F.(MIN) 10"Ø HDPE REQ'D

DR 11 WITH WELDED HDPE FLANGE

WITH METAL BACK UP RING REQ'D

(HDPE 21 FT MIN BEND RADIUS)

8"x10" REDUCER WITH FLxFL

22.5° PVC BEND

FLxMJ

STREET SURFACE

5' -0

" M

95% NATIVE MATERIAL DENSITY, 96% UBC

DENSITY REQ'D FOR BACKFILL COMPACTION

PIPE

O.D.

MAXIMUM ALLOWABLE WATER

LEVEL DURING CONSTRUCTION

96% COMPACTED

UBC IN 6" LIFTS

SLOPE VARIES TO MEET CURRENT O.S.H.A.

REQUIREMENTS AND SOIL CONDITIONS

12" THICK UNTREATED

BASE COURSE

TACK COAT (TYP.)

. P

VARIES

SEE NOTE 1 ASPHALT PAVEMENT. (EQUAL TO

ADJACENT SURFACE THICKNESS

BUT NOT LESS THAN 4".)

12" MIN. TYP.

6" M

4" M

SECOND CUT FULL

DEPTH ALL AROUND.

SAWCUT EXSITING

ASPHALT PRIOR TO

EXCAVATION (TYP.)

COMPACT THIS ZONE

(TYP.)

8'-4" 7'

-4

7'-0" 6'

-0

GRANULAR

BACKFILL BORROW

12" THICK UNTREATED

BASE COURSE. SEE

ROADWAY DRAWINGS

HMA (4")

STRUCTURAL FILL WRAPPED

IN FILTER FABRIC

2'-0" TYP

6" 2'

-0

2' -6

3' -0

DETAILS

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

5\ dw g\

C D s\ D

.d w g

C-500

FOR BIDDING ONLY

MTN VIEW CULVERT

REPLACEMENT

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ST-01

ROAD REPAIR DETAIL

CONCRETE BOX CULVERT

4.00' 2.

24" D50 RIPRAP

REQ'D

VARIES SEE TABLE

GEOTEXTILE

FILTER FABRIC

NATIVE UNDISTURBED

GROUND

1GEOTEXTILE

FILTER FABRIC

24" D50

RIPRAP REQ'D

. 4X D

FINISHED

GRADE

RIPRAP TOE BLOCK

3.50'

28.00'26'

CULVERT

APRON

DOWNSTREAM

CHANNEL

24" D50

RIPRAP REQ'D

OUTLET APRON

66.75'

3.75'

ROCK CHUTE CENTERLINE PROFILE

ROCK CHUTE CROSS SECTION

15.00'

S O

24" D50

RIPRAP REQ'D1

34.00' 36.00'

9.00'

DETAILS

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

5\ dw g\

C D s\ D

.d w g

C-501

FOR BIDDING ONLY

MTN VIEW CULVERT

REPLACEMENT

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SURFACE DITCH DETAIL

CULVERT 1 RIPRAP LINING

ROCK CHUTE DETAIL

CULVERT 6 RIPRAP BANK ARMORING DETAIL

BOTTOM WIDTH

(FT)

DEPTH AT CULVERT

(FT)

TYPE 1 3 3

TYPE 2 4 4

TYPE 3 8 7

TYPE 4 10 5

CONDITION 1 CONDITION 2

CONDITION 4CONDITION 3

CONDITION 6CONDITION 5

CONDITION 8CONDITION 7

VERTICAL BEND ANCHOR BLOCK

TYPICAL THRUST BLOCK SECTION

PLUG

CROSS WITH

TWO PLUGS

(X)

CROSS WITH

ONE PLUG

AREA (B)

TEE WITH ONE PLUG

AREA (A) SAME

AS CONDITION 1

DETERMINING DIA.

FOR (A)

DETERMINING DIA.

FOR (B)

1' MIN.

BEARING SURFACE

(Y)

45° TYP

22.5° BEND

DETERMINING

DIAMETER

WYE OR

45° BEND

DETERMINING

DIAMETER

TEE

(X) TYP

90 ° BEND

BAR BENT AROUND PIPE

AND SET IN CONCRETE

WITH STANDARD HOOK

(SEE NOTES)

REDUCER THRUST BLOCK

NOTES:

1. DESIGN FOR 235 PSI .

2. MAINTAIN MIN. 3 INCHES OF COVER AROUND REBAR.

3. MAINTAIN MIN. 6 INCHES SEPARATION BETWEEN REBAR.

4. USE (1) # 4 BAR FOR PIPE SIZES UP TO 8 INCHES. MIN.

EMBEDMENT DEPTH (Ldh): 12 INCHES.

5. USE (2) # 4 BARS FOR PIPE SIZES 10 INCHES THROUGH 12

INCHES. MIN. EMBEDMENT DEPTH (Ldh): 12 INCHES.

6. USE (2) # 5 BARS FOR PIPE SIZES 14 INCHES THROUGH 16

INCHES. MIN. EMBEDMENT DEPTH (Ldh): 15 INCHES.

7. USE (2) # 6 BARS FOR PIPE SIZES 18 INCHES. MIN. EMBEDMENT

DEPTH (Ldh): 18 INCHES.

NOTES:

1. PLACE THRUST BLOCKS WITH BEARING SURFACE AGAINST UNDISTURBED EARTH OR

COMPACTED FILL.

2. USE CONCRETE WITH 2,500 PSI OR HIGHER 28 DAY COMPRESSIVE STRENGTH.

3. FORM THRUST BLOCK SIDES.

4. DESIGN FOR ALLOWABLE SOIL BEARING PRESSURE OF 1,000 PSF.

5. PROVIDE RATIO OF "X" TO "Y" (THRUST BLOCK AREA) NO GREATER THAN 3:1.

6. ALLOW MINIMUM 3 DAYS CURE TIME FOR CONCRETE PRIOR TO PRESSURIZING SYSTEM.

7. FORM THRUST BLOCKS WITHOUT INTERFERING WITH NUTS & BOLTS OF FITTINGS.

8. SEE PIPE CONDITIONS.

9. MECHANICAL JOINT RESTRAINTS MAY BE USED AS ALTERNATE TO CONCRETE THRUST BLOCKS, SEE SHEET DT-##.

10. SEE RELATED SPECIFICATION SECTION 33 14 12 WATER UTILITY SYSTEM.

11. GREASE AND WRAP BOLTED CONNECTIONS, FITTINGS, AND VALVES IN AREAS OF HIGH SOIL

CORROSIVITY.

OPTIONAL NOTES DEPENDING ON OWNER PREFERENCE AND SITE CONDITIONS

· INSTALL CONCRETE THRUST BLOCK ON FITTINGS & MECHANICAL JOINT RESTRAINT ON EACH

JOINT OF FITTINGS.

· USE STAINLESS STEEL BOLTS IN AREAS WITH HIGH WATER TABLE.

Ldh

CONCRETE THRUST BLOCK BEARING AREA (X) x (Y) (FOR REDUCERS)

UPSTREAM

PIPE SIZE

(INCH)

DOWN STREAM PIPE SIZE (INCH) & WORKING PRESSURE

2 4 6 8 10 12 14 16 18

235 PSI 235 PSI 235 PSI 235 PSI 235 PSI 235 PSI 235 PSI 235 PSI 235 PSI

2 2.2 5.9 11.1 17.7 25.8 35.4 46.5 59.1

4 2.2 3.7 8.9 15.5 23.6 33.2 44.3 56.8

6 5.9 3.7 5.2 11.8 19.9 29.5 40.6 53.2

8 11.1 8.9 5.2 6.6 14.8 24.4 35.4 48.0

10 17.7 15.5 11.8 6.6 8.1 17.7 28.8 41.3

12 25.8 23.6 19.9 14.8 8.1 9.6 20.7 33.2

14 25.4 33.2 29.5 24.4 17.7 9.6 11.1 23.6

16 46.5 44.3 40.6 35.4 28.8 11.1 11.1 12.6

18 59.1 56.8 53.2 48.0 41.3 23.6 23.6 12.6

BEARING AREAS ARE IN SQUARE FEET.

CONCRETE THRUST BLOCK BEARING AREA (X) x (Y)

PIPE SIZE

(INCH)

CONDITION NUMBER & PIPE WORKING PRESSURE

1 2 3 4 5* 6 (B) 7 8

235 PSI 235 PSI 235 PSI 235 PSI 235 PSI 235 PSI 235 PSI 235 PSI

2 0.7 1.0 0.6 0.3 0.5 .05 1.0 0.7

4 3.0 4.2 2.3 1.2 2.1 2.1 4.2 3.0

6 6.6 9.4 5.1 2.6 4.7 4.7 9.4 6.6

8 11.8 16.7 9.0 4.6 8.4 8.4 16.7 11.8

10 18.5 26.1 14.1 7.2 13.1 13.1 26.1 18.5

12 26.6 37.6 20.3 10.4 18.8 18.8 37.6 26.6

14 36.2 51.2 27.7 14.1 25.6 25.6 51.2 36.2

16 47.2 66.8 36.2 18.4 33.4 33.4 66.8 47.2

18 59.8 84.6 45.8 23.3 42.3 42.3 84.6 59.8

BEARING AREAS ARE IN SQUARE FEET.

*AREA APPLIES TO EACH INDIVIDUAL THRUST BLOCK (2 REQ'D)

VERTICAL BEND ANCHOR

BLOCK CONCRETE VOLUME

PIPE SIZE

(INCH)

VERTICAL DEFLECTION ANGLE &

PIPE WORKING PRESSURE

11.25° 22.5° 45°

235 PSI 235 PSI 235 PSI

2 0.04 0.07 0.14

4 0.14 0.28 0.56

6 0.32 0.64 1.26

8 0.57 1.14 2.23

10 0.89 1.78 3.49

12 1.29 2.56 5.02

14 1.75 3.49 6.84

16 2.29 4.55 8.93

18 2.89 5.76 11.30

VOLUMES ARE IN CUBIC YDS.

DETAILS

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

5\ dw g\

C D s\ D

.d w g

C-502

FOR BIDDING ONLY

MTN VIEW CULVERT

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STANDARD THRUST BLOCKS

DEAD END

NOTES:

1. RESTRAIN ALL JOINTS WITHIN DISTANCE "L".

2. PROVIDE RESTRAINED JOINTS ON FITTING.

3. DISTANCE REQUIRED FOR JOINT RESTRAINTS DEPENDS ON FITTING TYPE, SOIL TYPE AND

WORKING PRESSURE.

4. DESIGN CRITERIA:

a. WORKING PRESSURE: 235 p.s.i.

b. SAFETY FACTOR: 1.5

c. SOIL TYPE: CLAY

d. DEPTH OF COVER (TOP OF PIPE): 4'

e. PIPE TYPE: PVC

f. TRENCH TYPE: 5

5. PROVIDE DISTANCE "L" REQUIRED FOR JOINT RESTRAINTS IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS, OR BY MINIMUM LISTED IN TABLES.

6. FOR OTHER FITTINGS, CONTACT ENGINEER.

7. USE STAINLESS STEEL BOLTS REQUIRED IN AREAS WITH HIGH WATER TABLE.

8. SEE RELATED SPEC SECTION 33 14 12 WATER UTILITY SYSTEM.

9. IF CONTRACTOR WANTS TO CHANGE RESTRAINT LENGTHS, ENGINEER NEEDS SUBMITTAL

FROM MANUFACTURER.

10. GREASE AND WRAP BOLTED CONNECTIONS, FITTINGS, AND VALVES IN AREAS OF HIGH SOIL

CORROSIVITY.

L L

REDUCER

HORIZONTAL BEND TEE

HORIZONTAL

BEND ANGLE RESTRAINED LENGTH (L) FOR TEES

BRANCH

PIPE SIZE

(INCH)

NOMINAL PIPE SIZE ALONG RUN (INCH) PIPE WORKING PRESSURE

2 4 6 8 10 12 14 16 18

200 PSI 200 PSI 200 PSI 200 PSI 200 PSI 200 PSI 200 PSI 200 PSI 200 PSI

2 0 0 9 0 0 0 0 0 0

4 21 10 1 0 0 0 0 0 0

6 37 29 23 17 10 4 0 0 0

8 50 44 39 34 29 25 19 14 9

10 63 59 55 51 47 43 39 35 31

12 76 72 68 65 62 59 55 52 48

14 88 85 82 79 77 74 71 68 65

16 100 97 95 92 90 87 85 82 79

18 113 110 108 106 103 101 99 97 94

RESTRAINT LENGTH IN FEET.

RESTRAINED LENGTH (L) FOR REDUCERS

SMALLER

PIPE SIZE

(INCH)

LARGER PIPE SIZE (INCH) & WORKING PRESSURE

2 4 6 8 10 12 14 16 18

200 PSI 200 PSI 200 PSI 200 PSI 200 PSI 200 PSI 200 PSI 200 PSI 200 PSI

2 24 39 52 65 77 89 101 113

4 22 39 55 68 82 95 108

6 22 41 57 72 86 100

8 24 42 60 75 90

10 23 43 60 77

12 24 44 63

14 23 44

16 24

CALCULATED RESTRAINT LENGTH IN FEET.

RESTRAINED LENGTH OCCURS ON LARGE END OF REDUCER

RESTRAINED LENGTH (L) FOR HOR BENDS

PIPE SIZE

(INCH)

PIPE BEND ANGLE & PIPE WORKING PRESSURE

HOR. BEND

(90°)

HOR BEND

(45°)

HOR BEND

(22.5)

HOR BEND

(11.25°) DEAD END

200 PSI 200 PSI 200 PSI 200 PSI 200 PSI

2 6 3 2 1 13

4 13 6 3 2 29

6 18 8 4 2 42

8 23 10 5 3 54

10 28 12 6 3 67

12 33 14 7 4 79

14 38 16 8 4 91

16 43 18 9 5 102

18 47 20 10 5 114

RESTRAINT LENGTH IN FEET.

TYPICAL FITTING

DETAILS

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

5\ dw g\

C D s\ D

.d w g

C-503

FOR BIDDING ONLY

MTN VIEW CULVERT

REPLACEMENT

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TYPICAL MECHANICAL RESTRAINED JOINTS

DESIGN CRITERIA

DESIGN CODES:

IBC 2021

ACI 318-19

ACI 350-20

ENVIRONMENTAL EXPOSURE: NORMAL

fs = 36 KSI

RHO MAX = 0.3 RHO BAL

SOILS (PRESUMPTIVE VALUES)

ALLOWABLE SOIL BEARING PRESSURE: 1500 PSF

SOIL DENSITY (HEEL SIDE): 110 PCF

SOIL DENSITY (TOE SIDE): 0 PCF

ACTIVE EFP: 35 PSF/FT

AT-REST EFP: 60 PSF/FT

PASSIVE EFP: 240 PSF/FT

LATERAL SLIDING COEFFICIENT: 0.25

PROJECT GEOTECHNICAL INVESTIGATION: NONE

STRUCTURAL QA PLAN

QUALITY ASSURANCE AGENCY (QAA) REQUIREMENTS:

THE OWNER OR REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE

CHARGE ACTING AS THE OWNER'S AGENT SHALL ENGAGE A QUALIFIED

QUALITY ASSURANCE AGENCY TO PROVIDE ALL SPECIAL INSPECTION AND

QUALITY ASSURANCE TESTING FOR THE PROJECT. ALL QUALITY ASSURANCE

PERSONNEL ASSIGNED TO THE PROJECT SHALL PROVIDE WRITTEN

DOCUMENTATION TO THE BUILDING OFFICIAL DEMONSTRATING HIS OR HER

COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING.

PRIOR TO CONSTRUCTION, THE QAA SHALL PREPARE A WRITTEN QUALITY

ASSURANCE IMPLEMENTATION PLAN FOR THE PROJECT. THE PLAN SHALL

INCLUDE A LIST OF PERSONNEL ASSIGNED TO THE PROJECT INCLUDING

MANAGEMENT PERSONNEL, INSPECTION PROCEDURES AND FREQUENCY,

PROPOSED TESTING METHODS AND FREQUENCY OF TESTING, AND

REPORTING PROCEDURES. THE PLAN SHALL ALSO OUTLINE METHODS OF

DOCUMENTING DEFICIENCIES AND REPORTING CORRECTIONS. A COPY OF

THE PLAN SHALL BE GIVEN TO THE CONTRACTOR FOR REVIEW AND

COORDINATION WITH SUBCONTRACTORS.

THE SPECIAL INSPECTOR SHALL INSPECT THE WORK PER CHAPTER 17 OF

THE IBC FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS. THE

SPECIAL INSPECTOR SHALL SEND REPORT TO THE OWNER, ENGINEER, AND

CONTRACTOR. ALL NOTED DEFICIENCIES SHALL BE NOTED IN THE REPORT

AND SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

CONTRACTOR FOR CORRECTION. THE QAA SHALL SUBMIT A FINAL SIGNED

REPORT STATING THAT THE SPECIAL INSPECTION WORK WAS, TO THE BEST

OF THEIR KNOWLEDGE, IN CONFORMANCE WITH THE PLANS, SPECIFICATIONS

AND APPLICABLE WORKMANSHIP PROVISIONS OF THE IBC.

CONTRACTOR IS ADVISED THAT ADDITIONAL SPECIAL INSPECTIONS AND

TESTING MAY BE REQUIRED BY THE AUTHORITY HAVING JURISDICTION.

SEISMIC FORCE RESISTING SYSTEMS:

ELEMENTS THAT ARE PART OF THE MAIN SEISMIC FORCE RESISTING SYSTEM

FOR THE STRUCTURE MAY REQUIRE INCREASED QUALITY ASSURANCE

INSPECTION AND TESTING. CONTACT ENGINEER OF RECORD REGARDING WHICH

ELEMENTS ARE PART OF THE MAIN SEISMIC FORCE RESISTING SYSTEM FOR THE

STRUCTURE MAY INCLUDE THE FOLLOWING ELEMENTS:

CONCRETE WALLS

FOOTING AND FOUNDATION SYSTEM

CONNECTIONS BETWEEN ELEMENTS REFERENCED ABOVE

SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED FOR THE

FOLLOWING ITEMS PER IBC 1704 AND 1707.

1. SOILS: SITE SOIL CONDITIONS, FILL PLACEMENT AND LOAD-BEARING

REQUIREMENTS SHALL BE INSPECTED AS REQUIRED BY IBC 1705.6, THE

APPROVED GEOTECHNICAL REPORT, AND THE CONSTRUCTION DOCUMENTS

PREPARED BY THE REGISTERED DESIGN PROFESSIONALS. SPECIAL INSPECTION

OF SOILS SHALL INCLUDE THE FOLLOWING:

VERIFY MATERIALS BELOW SHALLOW FOUNDATION ARE ADEQUATE TO

ACHIEVE THE DESIGN BEARING CAPACITY.

VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE

REACHED PROPER MATERIAL.

PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL

MATERIALS.

VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESS

DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.

PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND

VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.

SOILS SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION DURING

PLACEMENT OF MATERIALS TO VERIFY PROPER MATERIALS, DENSITIES,

AND LIFT THICKNESS.

2. CONCRETE AND EMBEDDED ITEMS IN CONCRETE SHALL BE SPECIAL

INSPECTED PRIOR TO AND DURING PLACEMENT OF CONCRETE. SPECIAL

INSPECTION OF CONCRETE SHALL INCLUDE THE FOLLOWING:

REINFORCING STEEL GRADE, SIZE AND PLACEMENT.

SURFACE PREPARATION AT COLD JOINTS INCLUDING PLACEMENT OF

KEYWAYS.

BOLT AND EMBED SIZE, CONFIGURATION AND PLACEMENT.

CONCRETE SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION DURING

PLACEMENT, AND PERIODIC INSPECTION AFTER PLACEMENT TO ENSURE

PROPER CURING AND WEATHER PROTECTION PROCEDURES.

3. POST-INSTALLED ANCHORS, INCLUDING BUT NOT LIMITED TO EXPANSION

ANCHORS, ADHESIVE ANCHORS AND REBAR DOWELS, AND LOW VELOCITY

FASTENERS, SHALL RECEIVE SPECIAL INSPECTION PER THE CODE EVALUATION

REPORTS FOR THE ANCHORS.

CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING THE

INSTALLATION OF ALL ADHESIVE ANCHORS AND REBAR DOWELS. SPECIAL

INSPECTOR SHALL VERIFY THE FOLLOWING:

ANCHOR SIZE AND STEEL GRADE.

HOLE DIAMETER, LOCATION AND TYPE OF DRILL BIT.

CLEANLINESS OF HOLE AND ANCHOR.

ADHESIVE APPLICATION.

ANCHOR EMBEDMENT.

STRUCTURAL TESTING: THE FOLLOWING MATERIALS SHALL BE TESTED PER IBC

1705. THE OWNER RESERVES THE RIGHT TO TEST ANY AND ALL MATERIALS

USING ANY APPROPRIATE NON-DESTRUCTIVE PROCEDURE. ANY ITEMS FOUND TO

BE DEFICIENT SHALL BE CORRECTED AND RETESTED AT NO ADDITIONAL COST TO

THE OWNER.

EARTHWORK: ALL COMPACTED STRUCTURAL FILL SHALL BE TESTED TO

VERIFY SOIL GRADATION, LIFT THICKNESS, AND COMPACTION

REQUIREMENTS. SEE THE PROJECT SPECIFICATIONS FOR TESTING

FREQUENCY AND ACCEPTABILITY CRITERIA.

CONCRETE STRENGTH VERIFICATION AND TESTING. ALL CONCRETE

SHALL BE TESTED TO VERIFY STRENGTH, SLUMP, UNIT WEIGHT, AIR

CONTENT, AND TEMPERATURE. SEE THE PROJECT SPECIFICATIONS FOR

TESTING CRITERIA, TESTING FREQUENCY AND ACCEPTABILITY CRITERIA.

EARTHWORK

10.

11.

12.

13.

ENGINEER SHALL VERIFY CONDITION AND/OR ADEQUACY OF ALL SUBGRADES,

FILLS, AND BACK FILLS, ETC.

SHORE AND BRACE AS REQUIRED.

DE-WATER AS REQUIRED TO REMOVE STANDING WATER FROM EXCAVATIONS.

FOUNDATIONS ARE SHOWN AND DIMENSIONED AS BEING FORMED. INCREASE

FOOTING WIDTHS BY 2" FOR FOOTINGS PLACED IN NEAT EXCAVATIONS.

CLEAN ALL DEBRIS FROM EXCAVATIONS.

NOTIFY ENGINEER 48 HOURS IN ADVANCE OF PLACING CONCRETE.

PROVIDE 30" MINIMUM FOOTING EMBEDMENT FROM FINISH GRADE FOR FROST

PROTECTION AT EXTERIOR FOOTINGS.

SCARIFY SOILS IN BOTTOM OF EXCAVATIONS 6", MOISTURE CONDITION TO

WITHIN 2% OF OPTIMUM MOISTURE, AND COMPACT TO 95% OF MAXIMUM DRY

DENSITY AS DETERMINED BY ASTM D1557 PRIOR TO PLACEMENT OF

STRUCTURAL FILL.

PROVIDE 12" OF STRUCTURAL FILL BENEATH ALL FOOTINGS.

EXTEND STRUCTURAL FILL LATERALLY A DISTANCE EQUAL TO 1/2 THE

STRUCTURAL FILL DEPTH BEYOND EDGE OF FOOTING ON EACH SIDE.

IMPORTED STRUCTURAL FILL USED FOR SUPPORT OF FOUNDATIONS AND

FLOOR SLABS:

WELL-GRADED

NON-EXPANSIVE

FREE OF ORGANICS AND ALL DELETERIOUS MATERIALS

PERCENT PASSING NO. 200 SIEVE: 30% MAX

LIQUID LIMIT: 30 OR LESS

PLASTICITY INDEX: 10 OR LESS

COMPACT STRUCTURAL FILL BENEATH FOOTINGS TO 95% OF MAXIMUM DRY

DENSITY DETERMINED BY ASTM D1557.

PLACE STRUCTURAL FILL IN MAXIMUM EIGHT-INCH THICK LOOSE LIFTS TO

ACHIEVE ADEQUATE COMPACTION.

CONCRETE

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

CONSTRUCT CONCRETE ACCORDING TO ACI 318 (LATEST VERSION).

DETAIL, FABRICATE, AND INSTALL REINFORCING STEEL ACCORDING TO

"MANUAL OF STANDARD PRACTICE OF REINFORCED CONCRETE

CONSTRUCTION" BY CONCRETE REINFORCING STEEL INSTITUTE (CRSI).

GENERAL

DO NOT PLACE PIPES OR DUCTS IN CONCRETE SLABS OR WALLS UNLESS

SPECIFICALLY DETAILED.

REFER TO STRUCTURAL AND CIVIL DRAWINGS FOR ALL MOLDS, GROOVES,

ORNAMENTS, CLIPS AND GROUNDS TO BE CAST IN CONCRETE.

DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO FACE OF

MAIN BARS AND DENOTE CLEAR COVERAGE.

SUBMIT CONCRETE PLACEMENT PLAN TO ENGINEER 48 HOURS PRIOR TO

EACH CONCRETE PLACEMENT.

CONCRETE MIX DESIGN: PREPARED BY INDEPENDENT LABORATORY AND

APPROVED BY ENGINEER OF RECORD.

CONCRETE

STRUCTURAL CONCRETE

MINIMUM COMPRESSIVE STRENGTH: 4,500 PSI.

CEMENT: ASTM C-150, TYPE II/V.

MAXIMUM WATER-CEMENT RATIO: 0.45.

CONCRETE EXPOSED TO EXTERIOR CONDITIONS: AIR ENTRAINED TO 5%-7%

AIR CONTENT.

CONCRETE AGGREGATES: NATURAL SAND AND ROCK AGGREGATES

CONFORMING TO ASTM C-33 (3/4" MAX).

REINFORCING STEEL: ASTM A615 GRADE 60 UNO.

WIRE FABRIC: ASTM A-185.

WELDING OF REINFORCING STEEL: CONFORM TO AWS D1.4 USING PROPER

LOW HYDROGEN ELECTRODES. DO NOT TACK WELD TO REBAR. SEE REBAR

WELDING NOTE.

CONCRETE CLEAR COVERAGE, UNO:

CONCRETE PLACED AGAINST FORMS (INCLUDING CONCRETE TO BE

BACKFILLED): 2"

CONCRETE PLACED AGAINST GROUND: 3"

SLABS (ON GROUND): CENTER BAR IN SLAB.

PROVIDE CLASS B LAP SPLICE UNO. SEE TABLE "ACI TENSION LAP SPLICE

LENGTHS".

LAP SPLICE WELDED WIRE FABRIC TWO SQUARES MIN. EACH DIRECTION.

RETAINING WALLS: PROVIDE 3/4" CHAMFER OR 3/4" RADIUS ON EXPOSED

WALL CORNERS.

CONSTRUCT CONSTRUCTION JOINTS ROUGH, OR ROUGHEN JOINTS BY

CHIPPING ENTIRE SURFACE, SANDBLASTING, OR HOSING SURFACE 4 TO 6

HOURS AFTER PLACEMENT WITH FINE SPRAY. REMOVE ALL LAITANCE FROM

SURFACE.

REMOVE ALL DEBRIS FROM FORMS BEFORE PLACING ANY CONCRETE.

SECURELY POSITION REINFORCING DOWELS, BOLTS, ANCHORS, SLEEVES,

ETC. TO BE EMBEDDED IN CONCRETE BEFORE PLACING CONCRETE (WET

SETTING IS PROHIBITED).

OBTAIN APPROVAL OF ALL AFFECTED TRADES PRIOR TO PLACING CONCRETE.

MAXIMUM FREE FALL OF CONCRETE: 5'-0".

DO NOT USE WOOD SPREADERS. DO NOT USE WOOD STAKES IN AREAS TO BE

CONCRETED.

FOLLOW ACI HOT OR COLD WEATHER PLACEMENT RECOMMENDATIONS FOR

CONCRETE PLACEMENT AND CURING.

EXERCISE SPECIFIC CARE DURING PLACEMENT AND CURING OF CONCRETE

SLABS AND EXPOSED CONCRETE FINISHES.

CONCRETE FORM REMOVAL

AND LOADING

FORM REMOVAL:

WALLS: 12 HOURS

BACKFILLING:

CONCRETE ELEMENTS MAY BE BACKFILLED IMMEDIATELY AFTER FORM

REMOVAL PROVIDED THAT THE FOLLOWING CONDITIONS ARE MET:

BACKFILL OCCURS SIMULTANEOUSLY AND EVENLY ON BOTH SIDES OF

ELEMENT.

DO NOT BACKFILL ON ONE SIDE HIGHER THAN OTHER SIDE.

DO NOT APPLY EARTH LOADS, WATER LOADS, OR LIVE LOADS TO

STRUCTURAL CONCRETE UNTIL CONCRETE REACHES DESIGN COMPRESSIVE

STRENGTH (F'c).

IF CONTRACTOR DESIRES TO LOAD STRUCTURAL CONCRETE ELEMENTS

PRIOR TO 28 DAYS AFTER PLACEMENT:

CONTRACTOR SHALL PAY FOR ADDITIONAL CONCRETE CYLINDERS TO BE

BROKEN AT SCHEDULE DETERMINED BY CONTRACTOR.

STRENGTH LEVEL IS ACCEPTABLE IF THE FOLLOWING ARE SATISFIED:

AVERAGE OF THREE CONSECUTIVE STRENGTH TESTS EQUALS OR

EXCEEDS F'c.

NO STRENGTH TEST FALLS BELOW F'c BY MORE THAN 500 PSI.

SPLICE LENGTH (IN.) FOR F'c = 4500 PSI

LOCATION

REINFORCEMENT SIZE

#11

TOP

OTHER

#10

CONCRETE REINFORCEMENT

LAP SPLICES

TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS ARE

BASED ON ACI 318-19, SECTIONS 25.4.2 AND 25.5.2 RESPECTIVELY.

TABULATED VALUES FOR BEAMS OR COLUMNS ARE BASED ON TRANSVERSE

REINFORCEMENT AND CONCRETE COVER MEETING MINIMUM CODE

REQUIREMENTS.

LAP SPLICE LENGTHS SHOWN ARE FOR CLASS B AND CASE 1.

TOP REINFORCEMENT IS HORIZONTAL REINFORCEMENT THAT HAS MORE

THAN TWELVE INCHES OF FRESH CONCRETE CAST BELOW IT. THIS INCLUDES

HORIZONTAL REINFORCEMENT IN WALLS. ALL VERTICAL BARS ARE

CONSIDERED AS "OTHER".

FOR LIGHTWEIGHT CONCRETE AGGREGATE CONCRETE, MULTIPLY

TABULATED VALUES BY 1.3.

REINFORCEMENT IS ASSUMED TO BE UNCOATED OR GALVANIZED.

FOR BARS WITH COVER OF LESS THAN 1 BAR DIAMETER OR WITH CLEAR

SPACING OF LESS THAN 2 BAR DIAMETERS, MULTIPLY TABULATED VALUES BY

2.0.

REVISIONS

SUBMITTAL

STAMP

Pr in t D at e:

FOR BIDDING ONLY

1 2 3 4 5 6 7 8

4/ 1/

P M

JDE No.2511-035

MOUNTAIN VIEW DRIVE

ROAD DESIGN

STRUCTURAL NOTES

S-101

KANE COUNTY

NO. DATE DESCRIPTION

S TAT E O F U TA H

LIC

SED PROFESSIONAL ENGINEERBENJAMIN DAVID

ARRINGTON

14258864-2202 04/01/2026

S-102

- 2

S-102

CONCRETE

CUTOFF WALL

CONCRETE

WINGWALL

CONCRETE

HEADWALL

NOTE:

STRUCTURAL DESIGN IS FOR BOTH INLET AND

OUTLET HEADWALLS.

ALL ELEVATIONS BASED ON APRON SLAB

ELEVATION OF 100'-0".

SEE CIVIL FOR ELEVATIONS, DIMENSIONS, AND

OTHER INFORMATION NOT PRESENT.

3' - 6" 3' - 6"

5' - 2"

10"

135° 13 5°

8' - 0"

TOW: 102.50' TOW: 102.50'

TOW: 110.00' TOW: 110.00'

TOS: 100.00'

CONCRETE

SLAB-ON-GRADE CONCRETE

WINGWALL

PRECAST CONCRETE

CULVERT PER OWNER

S-102

- 0

S-102 A5

TYP

CONCRETE CUTOFF WALL

FINISH GRADE,

SEE CIVIL

CULVERT CONCRETE

FLOOR SLAB

DOWEL TO MATCH

SLAB REINF

0" M

CULVERT CONCRETE

ROOF SLAB

CONCRETE WALL

#5 @ 1' - 0" VERT REINF

(3) #5 BARS HORIZ REINF

#5 @ 1' - 0" HORIZ REINF

#5 @ 0' - 8" VERT REINF

CONCRETE SLAB-ON-GRADE,

SEE WING WALL REINFFINISH GRADE,

SEE CIVIL

6" E

EPOXY-DOWEL VERT

REINF INTO ROOF SLAB

6" EMBED

EPOXY-DOWEL SLAB REINF

INTO FLOOR SLAB, BEND AS

NECESSARY.

NOTES:

SEE EARTHWORK NOTES FOR ALL SOIL

PREPARATIONS.

SEE STRUCTURAL PLANS AND SECTIONS

FOR DIMENSIONS NOT SHOWN.

SEE CIVIL FOR ELEVATIONS.

CONCRETE SLAB-ON-GRADE

DOWEL TO MATCH VERT REINF

CONCRETE WINGWALL

FINISH GRADE,

SEE CIVIL

6' - 0"

10"

0" M

CONCRETE CUTOFF

WALL, REINF NOT SHOWN

#5 @ 1' - 0" HORIZ REINF

#5 @ 1' - 0" VERT REINF

#5 @ 1' - 0" OC TRANS REINF

#5 @ 1' - 0" OC LONG REINF

#5 @ 1' - 0" OC TRANS REINF

NOTES:

SEE EARTHWORK NOTES FOR ALL SOIL PREPARATIONS.

SEE STRUCTURAL PLANS AND SECTIONS FOR DIMENSIONS

NOT SHOWN.

SEE CIVIL FOR ELEVATIONS.

FINISH GRADE,

SEE CIVIL

LAP SPLICE

6" M

PRECAST CONCRETE CULVERT WALL

EPOXY-DOWEL CORNER BARS TO

MATCH WING WALL HORIZ REINF

WING WALL REINF, SEE STRUCTURAL

PLAN AND SECTIONS

CONCRETE WING WALL, MATCH CULVERT

WALL THICKNESS AT INTERFACE

SEE STRUCTURAL

PLAN

REVISIONS

SUBMITTAL

STAMP

Pr in t D at e:

FOR BIDDING ONLY

1 2 3 4 5 6 7 8

4/ 1/

P M

JDE No.2511-035

MOUNTAIN VIEW DRIVE

ROAD DESIGN

HEADWALL STRUCTURAL

PLAN & DETAILS

S-102

KANE COUNTY

SCALE 1/4" = 1'-0"

A1 STRUCTURAL PLAN

SCALE 1/4" = 1'-0"

D5 HEADWALL AND APRON DETAIL

SCALE 1/4" = 1'-0"

D1 WING WALL DETAIL

SCALE NTS

A5 PRECAST CULVERT WALL TO CAST-IN-PLACE WING WALL TRANSITION

NO. DATE DESCRIPTION

S TAT E O F U TA H

LIC

SED PROFESSIONAL ENGINEERBENJAMIN DAVID

ARRINGTON

CORNER BARS

N G

STEEL BEND" DETAIL

�STANDARD HOOK

LENGTH, SEE "REINFORCING

STEEL BEND" DETAIL

STANDARD HOOK

LENGTH, SEE "REINFORCING

BEND NORMAL WALL REINF OR

PROVIDE BAR OF SAME SIZE &

SPACING WITH LAP PER CONCRETE

LAP SPLICES NOTES

CL BEAM CL BEAM 90°135°

STIRRUP HOOKS (TIE HOOKS SIMILAR)

BAR

SIZE

135°

A OR G

90°

A OR G

#3 4" 2-1/2"4"1-1/2"

#4 4-1/2" 3"4-1/2"2"

#5 5-1/2" 3-3/4"6"2-1/2"

#6 8" 4-1/2"1'-0"4-1/2"

#7 9" 5-1/4"1'-2"5-1/4"

#8 10-1/2" 6"1'-4"6

*H DIMENSION IS APPROXIMATE.

"D" "D"

H O

O K

A O

R B

N G

O N db

6db

N G

O N

A OR G

FOR #3, #4, #5: 6db FOR #6,#7,#8: 12db

180°

90°

BAR

SIZE

180° HOOKS

A OR G

D J

90° HOOKS

A OR G

#3 5" 3" 6"2-1/4" #4 6" 4" 8"3" #5 7" 5" 10"3-3/4" #6 8" 6" 1'-0"4-1/2" #7 10" 7" 1'-2"5-1/4" #8 11" 8" 1'-4"6 #9 1'-3" 11-3/4" 1'-7"9-1/2"

#10 1'-5" 1' 1-1/4" 1'-10"10-3/4" #11 1'-7" 1' 2-3/4" 2'-0"12" #14 2'-3" 1' 9-3/4" 2'-7"18-1/4" #18 3'-0" 2' 4-1/2" 3'-5"24"

END HOOKS

D = FINISHED INSIDE BEND DIA.

db = NOMINAL BAR DIAMETER Min. D = 6db FOR #3 THROUGH #8 = 8db FOR #9, #10, AND # 11 = 10db FOR #14, AND #18

"d b"

"D"

DETAILING DIMENSION HOOK A OR G

4db OR 2-1/2" MIN.

"D"

"d b"

A O

R G db

DETAILING DIMENSION

REVISIONS

SUBMITTAL

STAMP

Pr in t D at e:

FOR BIDDING ONLY

1 2 3 4 5 6 7 8

4/ 1/

P M

JDE No.2511-035

MOUNTAIN VIEW DRIVE

ROAD DESIGN

HEADWALL STRUCTURAL

DETAILS

S-103

KANE COUNTY

SCALE NTS

D1 REINFORCING STEEL BEND

SCALE NTS

A1 REINFORCEMENT AT TYPICAL WALL CORNERS & INTERSECTION

SCALE NTS

D5 REINFORCING STEEL STIRRUPS & HOOKS

NO. DATE DESCRIPTION

S TAT E O F U TA H

LIC

SED PROFESSIONAL ENGINEERBENJAMIN DAVID

ARRINGTON

File details come from the government source that posted it. Updated Apr 9, 2026.