Plan_Sheets_1-45.pdf

River, Creek, or Canal

Section & 1/4 Section Corner

Deciduous And Evergreen Bushes

Deciduous And Evergreen Tree

Existing Building

15 14 15 14

10 11

6"6"

Property Number or Curve Number

Street Address

Construction Note

Revision Note

Existing Concrete Sidewalk

Existing Curb & Gutter

Existing Curb(No Gutter)

Light Pole Signal Pole

Existing and New Irrigation Box

Existing and New Catch Basin

Existing and New Manholes

Fire Hydrant Gas Valve or Meter Water Valve or Meter

Utility Pole With Anchor

Sign, Stop/Street Sign and Mailbox

Bench Mark and PK Nail

New Retaining Wall

Design Profile PC or PT

Design Profile Grade Break

Design Profile For TC or Pipes

Design Plan Edge of Pavement or Gravel

Existing Profile or X-Section Line

Existing Ditch or Flow line

Existing Edge of Pavement or Gravel

Existing Drain or Irrigation Pipe

Existing Utility Line With Initial

Design SD or Irrg. Pipe on Plan View

Section Line

C.L. of Construction or Survey

Limits of Fill Slope

Limits of Cut Slope

New Easement Line

New Property or Right of Way Line

Existing Property or Right of Way Line

12"CMP SD

2 3

Existing Fence and Gate

Existing Slope

Existing Curb,Gutter,Sidewalk and Approach P or W or G or Tor TV or Sew or Geo

Top

Bottom

New Sediment Box

N

Sod Repair

Asphalt Repair

Gravel Repair

Vicinity Map

1. Title Sheet

3-4. Typical Sections 5.

Sheet No. D e s c r i p t i o n

I N D E X O F S H E E T S

L E G E N D (See Standards For Specifics)

U T I L I T I E S

Star

Meridian

Kuna

Eagle

Boise

D e si g n B y:

J

G ra ve s

P ro je ct

N o

P er ce nt

P ro je ct

N a m e M u n g e r

R d B ri d g e s a n d

C om pl et e:

D a te

/2

/2

D ra w n B y:

P

C o n sa lv o D a te

/2

/2

S ur ve ye d B y:

G

. B ai le y

Ada County Highway District

A D A C O U N T Y

Interstate

The Design And Plans Have Been Prepared In Substantial Conformance With The Policy, Design, And Drafting Standards In Effect At The Time Of Preparation.

Certification Of Compliance With Standards

Munger Rd Bridges #1005 and #2001 - Phase 2 Bridge #1005 Munger Road Over Drain 10

0%

Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 www.achdidaho.org Project Number: 224008 Project Name: Munger Rd Bridge #1005 1 Of 14Sheet

New Curb and Gutter

New Valley GutterNew Ped Ramp

20'

New Curb,Gutter,Sidewalk, and Approach

D a te

/2

/2

Township 4N, Range 1W, Sect. 6

Landscape Rock

PROJECT

LOCATION

N.T.S.

Plan & Profile: Sta. 7+00 - 12+00

N M

U N

G

ER

R D

W B la ck

E ag le D r Bo is e, ID

Ph on e:

.9

.9

Project Number: 224008 / GIS No: MA214-01

W SHORTCREEK ST

W FLOATING FEATHER RD

6. Plan & Profile: Sta. 12+00 - 16+00

7. Plan & Profile: Approaches

8. Intersection Details: Catamaran Way

9. Intersection Details: Streamview Dr

N CATAMARAN WAY

Relocate To New Location And/Or Adjust To Grade To

Avoid New Roadway Construction By Star Sewer & Water District.

Relocate To New Location And/Or Adjust To Grade To

Avoid New Roadway Construction By Idaho Power.

Relocate To New Location And/Or Adjust To Grade To

Avoid New Roadway Construction By Intermountain Gas.

Relocate To New Location And/Or Adjust To Grade To

Avoid New Roadway Construction By Lumen.

Relocate To New Location And/Or Adjust To Grade To

W

P

G

T

TV

Utility Coordination Was Requested Through Achd During Design Of This Project. Utility Information Is Shown Only For Surface Features And If Provided By The Owner Of The Utility For Non-surface Features.

Utility Adjustments, Relocations, Or Replacements May Or May Not Be Completed Prior To Construction. The Contractor Shall Coordinate And Accommodate Work With The Utility Companies.

Call Digline 2 Business Days Prior To Excavation Ph. # 811 To Request Underground Utility Locates

For Information Call 387-6259 ACHD Utility Coordinator Contact Scott Bennett

Avoid New Roadway Construction By Owner.

Relocate To New Location And/Or Adjust To Grade ToFO

Avoid New Roadway Construction By CenturyLink.

Avoid New Roadway Construction By Star Sewer & Water District.

Relocate To New Location And/Or Adjust To Grade ToS

Design Ditch or Flow line (With Flow Line Grade)

XX%

2. Control Sheet

Found Monument

W STREAMVIEW DR

W HIDDENLAKE ST

SHEET 5

SHEET 6

10-11.Drainage Details

12. Stormwater Pollution Prevention Plan

13. Signing and Pavement Marking Plan

14. Construction Signage and Staging Plan

Roadway Plans

Bridge Plans S1. Situation & Layout

S3. Inlet Details S4. Outlet Details S5. Miscellaneous Details S6. Bike Railing Details S7. Riprap Details S8. Barlist

S2. General Notes & Quantities

PR

OFESS I ONA L ENG I NEERL I C E N S E D

S T A T E O F I D A HO

JO

HN P . G R A V E

S

21602 08/21/2025

R/W R/W R/W R/W

P/LP/L

P/L

R/W R/W R/W R/W

R/W

P/ L

P/ L

R/W R/W

R /W

R/W R/W

R /W

R/W R/W R/W R/W R/W

R/ W

R/W R/W R/W

R /W

R/W

R /W

R/WR/WR/WR/WR

/W

R /W

R /W

R /W

R /W

R /W

R /W

P/L

P/L P/L

P/L

P/L

P/L

P/L

P/ L

P/ L

P/L

P/L

P/ L

P/L

P/L

P/ L

P/ L

P/ L

P/ L

P/L P/L

P/L P/L

P/L

N. MUNGER RD.

FLO

ATIN

G

FEATH

ER

R

D

W

. STR

EAM

VIEW

D R

W

. SH

O R

TC

R

EEK ST

S7

S6 1004

N. CATAMARAN

WAY

KRUG

S0406347000

LODGE

R9262210020

LODGE

R9262210010 PRISTINE SPRINGS HOA

R1594270050

STARCREEK SUBDIVISION HOA R8108190300

ST

AR

CREE

K

SU

BD

IV

IS

IO

N H

OA

R81

STARCREEK

SUBDIVISION HOA

R8108200385

STARCREEK

SUBDIVISION HOA

R8108200765

Plan Scale

180120600

1 of 1Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 www.achdidaho.org Project Number: 224008

9175 W Black Eagle Dr Boise, ID 83709

Phone: 208.900.9049

Project Name: Munger Rd. Bridges #1005 and #2001

Control Sheet

R/W RIGHT-OF-WAY LINE

SECTION LINE

CENTERLINE

CONTROL POINT, SET BY PLS 12460

FOUND ALUMINUM CAP

LEGEND

R T6 4 N

W

R

T 4 N

1 W

FOUND ALUMINUM CAP

QUARTER CORNER

FOUND 5/8" REBAR GPC "ILLEGIBLE"

BASIS OF BEARING:

THE BASIS OF BEARING IS GRID NORTH PER THE IDAHO STATE PLANE COORDINATE SYSTEM WEST ZONE, NAD83(2011) EPOCH 2010.00. THE BASIS OF ELEVATION IS NAVD88 COMPUTED USING GEOID 18.

COORDINATES:

THE PROJECT COORDINATE SYSTEM IS A MODIFIED PROJECTION OF THE IDAHO STATE PLANE

COORDINATE SYSTEM WEST ZONE, NAD83(2011) EPOCH 2010.00. A PROJECT COMBINED SCALE FACTOR WAS APPLIED TO PROJECT THE STATE PLANE COORDINATES TO GROUND. A PROJECT COMBINED SCALE

FACTOR WAS APPLIED TO PROJECT THE STATE PLANE COORDINATES TO GROUND

UNITS: US SURVEY FEET

COORDINATE SYSTEM SCALE ORIGIN: 0,0,0

PROJECT COMBINED SCALE FACTOR: 1.000179958 (GRID TO GROUND)

PROJECT COORDINATE SYSTEM CONVERGENCE ANGLE: -0°31'14.0"

P/L PROPERTY LINESURVEYOR'S NOTE

I, GILBERT C. BAILEY, PLS 10559, HAVE REVIEWED THE WORK

PERFORMED UNDER THE DIRECTION SUPERVISION OF PLS 12460 AS

SUCCESSOR SURVEYOR PER IC-54-1223(6) AND HAVE FOUND THE

INFORMATION HEREON TO BE SUITABLE FOR PROJECT CONTROL.

PR

OF

ES

S IONAL LAND SURVEYOR

YELIAB .C TREBLI

G

RE

GISTERED

OHADI FO ETAT

S 10559

01/31/25

Sheet 2 of 14914

2' 7' Curb Sidewalk

Varies 25'-25.5' 27.0'

1'

STA. 7+64.00 TO STA. 9+76.25

STA. 9+93.75 TO STA. 10+96.41

NTS

TYPICAL SECTION

MUNGER ROAD

Travel Lane

Existing Ground

Right Of Way Right Of WayControl Line

2% *2%

19'11'

Subgrade

12'

1.5% 3:1

0% Profile Grade Line

1'3' Shoulder

3" - Plant Mix Pavement, 1/2" Aggregate PG 64-28 SP-3, Item 814.4.1.A.1 (Two Approx. Equal Lifts)

4" - 3/4" Crushed Aggregate For Base, Type 1, Item 802.4.1.A.1

20" - 6" Minus Uncrushed Aggregate Base, Item 801.4.1.B.1

Concrete Sidewalk, Thickness 5", Item 706.4.1E.1.5

4" - 3/4" Crushed Aggregate For Base, Type 1, Item 802.4.1.A.1

Standard 6" Vertical Curb & Gutter, Item 706.4.1.A.5

2' 7' Travel Lane Curb Sidewalk

25' 27.0'

**1'

STA. 7+17.57 TO STA. 7+64.00

NTS

TYPICAL SECTION

MUNGER ROAD

Travel Lane

Existing Ground

Right Of Way Right Of WayControl Line

Varies 2%

19'11'

Subgrade

12'

1.5% 3:1

0%Profile Grade Line

1'

3" - Plant Mix Pavement, 1/2" Aggregate PG 64-28 SP-3, Item 814.4.1.A.1 (Two Approx. Equal Lifts)

4" - 3/4" Crushed Aggregate For Base, Type 1, Item 802.4.1.A.1

20" - 6" Minus Uncrushed Aggregate Base, Item 801.4.1.B.1

Concrete Sidewalk, Thickness 5", Item 706.4.1E.1.5

4" - 3/4" Crushed Aggregate For Base, Type 1, Item 802.4.1.A.1

Standard 6" Vertical Curb & Gutter, Item 706.4.1.A.5

Existing EOP

5' Bike Lane

11'

Travel Lane 5'

Bike Lane 11'

*Varies-STA. 10+63.64 to STA. 10+96.41

**Crown shifts from 2.1' RT to 1.0' RT at 7+17.57 to 7+37.57

Revisions:

Design By: J. Graves Date: 8/20/2025 Date: 8/20/2025 Drawn By: P. Consalvo

S I G N A T U R E S

D E T A I L T I T L E

Typical Sections

3 Of 14Sheet Ada County Highway District Project Number:3775 Adams Street, Garden City, Idaho, 83714 www.achdidaho.org Project Name: Munger Rd Bridge #1005224008

PR

OFESS I ONA L ENG I NEERL I C E N S E D

S T A T E O F I D A HO

JO

HN P . G R A V E

S

STA. 9+76.25 TO STA. 9+93.75

NTS

TYPICAL SECTION

MUNGER ROAD

2' 7' Curb Sidewalk

Standard 6" Vertical Curb & Gutter, Item 706.4.1.A.5

Concrete Sidewalk, Thickness 5", Item 706.4.1.E.1.5

25.5' 27.0'

STA.10+96.41 TO STA. 14+29.90

NTS

TYPICAL SECTION

MUNGER ROAD

5' Bike Lane

11' Travel Lane

Existing Ground

Right Of Way Right Of Way

Existing Curb & Gutter

Existing Sidewalk

See Structure Plans (Bridge #1005)

11'

Travel Lane 2' 7'

Curb Sidewalk

25.5' 27.0'Right Of Way Right Of Way

18'

Control Line Crown

Control Line

4" - 3/4" Crushed Aggregate For Base, Type 1, Item 802.4.1.A.1

18'

Varies Varies

2% 2%

3" - Plant Mix Pavement, 1/2" Aggregate PG 64-28 SP-3, Item 814.4.1.A.1 (Two Approx. Equal Lifts)

4" - 3/4" Crushed Aggregate For Base, Type 1, Item 802.4.1.A.1

20" - 6" Minus Uncrushed Aggregate Base, Item 801.4.1.B.1

1'12'

19'

1.5%

1.5%

2" - Concrete Sand (See Bridge Plans)

Existing Ground

Subgrade

3' Shoulder

2' 16' Existing Travel Lane and Future Bike LaneCurb

3:1

0% Profile Grade Line

Profile Grade Line

1'

2'7' Existing Sidewalk

0.5'

1'

3" - Plant Mix Pavement, 1/2" Aggregate PG 64-28 SP-3, Item 814.4.1.A.1 (Two Approx. Equal Lifts)

4" - 3/4" Crushed Aggregate For Base, Type 1, Item 802.4.1.A.1

4" - 3/4" Crushed Aggregate For Base, Type 1, Item 802.4.1.A.1

Varies (29" min., 35" max.)-6" Uncrushed Aggregate Base, Item 802.4.1.A.1

Standard 6" Vertical Curb & Gutter, Item 706.4.1.A.5

4" - 3/4" Crushed Aggregate For Base, Type 1, Item 802.4.1.A.1

Concrete Sidewalk, Thickness 5", Item 706.4.1E.1.5

Travel Lane 5'

Bike Lane 11'

Revisions:

Design By: J. Graves Date: 8/20/2025 Date: 8/20/2025 Drawn By: P. Consalvo

S I G N A T U R E S

D E T A I L T I T L E

Typical Sections

4 Of 14Sheet Ada County Highway District Project Number:3775 Adams Street, Garden City, Idaho, 83714 www.achdidaho.org Project Name: Munger Rd Bridge #1005224008

PR

OFESS I ONA L ENG I NEERL I C E N S E D

S T A T E O F I D A HO

JO

HN P . G R A V E

S

T T

SewSewSewSew Sew Sew

Sew

SDSDSDSD

Sew

SewSewSewSew

WWWWWWWWWWWWWWWWWWWWWWWWWWWWW

SewSewSew

OPOPOPOPOPOPOPOPOP

OPOPOPOPOPOPOPOPOPOP

OP

OP

OP

OPOPOPOP

W W

W W

W W

WSew

Sew Sew

Sew Sew

Sew

Se w

Se w

FO

FO

FO

FO

FO

FO

x x x x x x

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G

P/LP/LP/LP/LP/LP/L P/LP/LP/LP/LP/LP/L

P/LP/LP/LP/LP/LP/LP/L P/LP/L

P/L

P/L

P/ L

SDSDSDSDSDSDSDSDSD

IRRIRRIRRIRRIRRIRRIRRIRR

IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR

SD

T T

SewSewSewSew Sew Sew

Sew

SDSDSDSD

Sew

SewSewSewSew

WWWWWWWWWWWWWWWWWWWWWWWWWWWWW

SewSewSew

OPOPOPOPOPOPOPOPOP

OPOPOPOPOPOPOPOPOPOP

OP

OP

OP

OPOPOPOP

W W

W W

W W

WSew

Sew Sew

Sew Sew

Sew

Se w

Se w

FO

FO

FO

FO

FO

FO

x x x x x x

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G

P/LP/LP/LP/LP/LP/L P/LP/LP/LP/LP/LP/L

P/LP/LP/LP/LP/LP/LP/L P/LP/L

P/L

P/L

P/ L

SDSDSDSDSDSDSDSDSD

IRRIRRIRRIRRIRRIRRIRRIRR

IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR

SD

x x x x x x

7+00 8+00 9+00 10+00 11+00 12+007+00 8+00 9+00 10+00 11+00 12+00

+17.57 2.10'Rt.

+37.57 1.00'Rt.

BEGIN CONSTRUCTION

+17.57

+96.41 0.00'Lt.

+64 1.00'Rt.

+76.41 1.00'Rt.

+96.41 12.00'Lt.

+06.81 37.03'Rt.

+17.64 25.00'Rt.

+33.60 26.00'Rt.

+45.66 39.39'Rt.

R=24.00' R=25.00'

+56.25 25.50'Lt.

+56.25 52.50'Lt.

+16.75 25.50'Lt.

+16.75 52.50'Lt.

+13.48 27.00'Rt.

+03.95 62.04'Rt.

+51.25 44.51'Rt.

+55.98 27.00'Rt.

+01.41 47.00'Rt.

+06.74 33.06'Rt.

+19.41 27.00'Rt.

+55.77 27.00'Rt.

+51.41 47.00'Rt.

+33.41 27.00'Rt.

+45.86 33.00'Rt.

+43.99 25.00'Lt.

+44.07 25.50'Lt.

+53.25 55.50'Lt.

+19.75 55.50'Lt.

+53.25 25.50'Lt.

+19.75 25.50'Lt.

+47.61 46.46'Rt.

+30.19 37.00'Rt. +30.05

37.00'Rt.

+17.57 31.52'Rt.

+34.47 37.76'Rt.

+50.72 26.00'Rt.

+34.36 31.81'Rt.

+28.13 47.00'Rt.

+59.01 37.00'Rt.

+06.01 65.89'Rt.

+12.74 46.37'Rt.

+22.97 35.00'Rt.

N01°00'46"E 1500.00'

+32.63 43.74'Rt.

+38.49 51.84'Rt. +06.79

41.02'Rt.

+30.19 46.77'Rt.

+41.57 49.80'Rt.

+48.40 43.65'Rt.

+13.87 37.00'Rt.

+64 11.00'Lt.

N 745091.253 E 2425940.332

+76.11 11.00'Lt.+21.23

14.00'Lt.

+15.75

24.00'Lt.

+64.25 24.00'Lt.

+51.72 14.00'Lt.

T T T T T T T T T T T T T T T T T T T T T T T T T T T

PVT Sta. 8+33.01 Elev. 2463.95

LP Sta. 8+18.01 Elev. 2463.92

30.00' Vertical Curve PVI Sta 8+22.42

PVI Elev. 2463.89 K=31.36

Begin Lip Of Gutter Profile Control

Catamaran North Return

-0.40% -0.34%

BP

STA. 7+22.15, 31.60' RT

LOG ELEV. 2464.14

PT

STA. 7+45.52, 17.00' RT

LOG ELEV. 2464.03

EP

STA. 7+50.72, 17.00' RT

LOG ELEV. 2464.00

BP

STA. 7+22.15, 31.60' RT

LOG ELEV. 2464.14

PT

STA. 7+45.52, 17.00' RT

LOG ELEV. 2464.03

EP

STA. 7+50.72, 17.00' RT

LOG ELEV. 2464.00

PVC Sta. 8+03.01 Elev. 2463.94

0.40%

GB Sta. 10+53.48 Elev. 2464.84

0.82%

Begin Crown Of Road Profile Control

End Lip Of Gutter Profile Control

Begin Lip Of Gutter Profile Control

End Crown Of Road Profile Control

9+00 10+00 11+00 12+00

8+007+00

24562456

Revisions: Design By: J. Graves Date: 1/31/2025 Date: 1/31/2025 Drawn By: P. Consalvo Survey By: G. Bailey Date: 1/31/2025

Ada County Highway District Project Number:

M a tc h

L in e S ta

N O T E S

BENCH MARKS:

TBM #2: SET 1" BRASS DISC "PLS 12460"

X=2425917.817 Y=745300.624 Z=2463.748

3775 Adams Street, Garden City, Idaho, 83714 www.achdidaho.org Project Number: 224008 Project Name: Munger Rd Bridge #1005 5 Of 14Sheet

0 20 40 60

Plan Scale 1"=40'

TBM

#2

R9262210010 12101

LODGE WILLIAM &

KELLY FAMILY TRUST

03/02/2022

8 8

R1594270050

PRISTINE SPRINGS

HOA INC

R8108200385

STARCREEK

SUBDIVISION HOA

R8108190300

STARCREEK

SUBDIVISION HOA

R8108190090

SMITH RAWLEN DEAN

R1594270180 12035

EMERSON STEVEN RAY

N MUNGER RD

N C

A T

A M

A R

A N

W A

Y

N S

T R

E A

M V

IE

W

D R

35 35 35

Saw Cut Of Existing Pavement, Incidental To Item 202.4.1.A.1

Catch Basin - Type III (for vertical curb), Item 602.4.1.F.1

12" Class C900 PVC, Item 601.4.1.A.05.12A

Gravel Repair, Item SP 2020

Standard 6" Vertical Curb & Gutter, Item 706.4.1.A.5

Concrete Valley Gutters, Item 706.4.1.B.1

Concrete Sidewalks, Thickness 5", Item 706.4.1.E.1.5

Concrete Driveway Approach, Item 706.4.1.F.1

Anti-Seep Collar, 24" Pipe Diameter, Item 602.4.1.R.1

Ped. Ramp W/Detectable Warning Domes, Type SD-712C, C3, Item 706.4.1.H.1.C.C3

Retain and Protect

Valve Box, Type Water, Adjust To Grade, Item 2030.4.1.C.1

1. See SWPP Plans For Erosion Control Measures.

Existing Grade At Control Line

Finished Grade At Crown Of Road

Control Line

Existing Grade At Control Line

Finished Grade At Lip Of Gutter

Elev. 2465.12

Sta. 9+08.94, Offset 26.21' Lt.

0.40%

T4N R1W Sect 6

SE 1/4 SW 1/4

T4N R1W Sect 6

SW 1/4 SE 1/4

.5

D R

A

IN

Esmt (T)

Esmt (T)

Esmt (P)

Discharge to Starcreek Basin See Basin Detail Sheet

APP-2

Esmt (P)

R8108190410

STARCREEK

SUBDIVISION HOA

Crown Shift Crown Shift

See Structure Plans (Bridge #1005)

APP-1 APP-3

See Intersection Grading Details

PR

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S T A T E O F I D A HO

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21602

W 33

42 42

1/31/2025

WWWWWWWWWWWWWWWW Sew

OPOPOPOPOPOPOPOPOPOP

OPOPOPOPOPOPOPOPOPOPOP

W W

W W

W W

Sew

SD

SD

SD

SD

xxxxxxx x x x x x x x x x x x x x x x

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G

P/LP/LP/LP/LP/LP/L

P/L P/L P/L P/L

P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L

IRR

IRR

IRR

IRRIRRIRRIRRIRRIRRIRRIRRIRR

WWWWWWWWWWWWWWWW Sew

OPOPOPOPOPOPOPOPOPOP

OPOPOPOPOPOPOPOPOPOPOP

W W

W W

W W

Sew

SD

SD

SD

SD

xxxxxxx x x x x x x x x x x x x x x x

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G

P/LP/LP/LP/LP/LP/L

P/L P/L P/L P/L

P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L

IRR

IRR

IRR

IRRIRRIRRIRRIRRIRRIRRIRRIRR xxxxxxxxx x x x x x x x x x x x x x x x x x

E P

: 1 6+

.0

N

: 7

1.

E .2

12+00 13+00 14+00 15+00 16+0016+0012+00 13+00 14+00 15+00 16+0016+00

END CONSTRUCTION

+29.90

Match Existing +29.90 16.04'Rt.

Match Existing +29.90

25.05'Rt.

N01°00'46"E 1500.00'

+35 35.00'Rt.

+35 27.00'Rt.

T T T T T T T T T T T T T T T T

GB Sta. 14+29.90 Elev. 2466.03

0.40%

14+00 15+00 16+00

13+0012+00

24562456

Revisions: Design By: J. Graves Date: 1/31/2025 Date: 1/31/2025 Drawn By: P. Consalvo Survey By: G. Bailey Date: 1/31/2025

Ada County Highway District Project Number:

M a tc h

L in e S ta

N O T E S

BENCH MARKS:

3775 Adams Street, Garden City, Idaho, 83714 www.achdidaho.org Project Number: 224008 Project Name: Munger Rd Bridge #1005 6 Of 14Sheet

0 20 40 60

Plan Scale 1"=40'

TBM #3: SET 1" BRASS DISC "PLS 12460"

X=2425815.005 Y=745911.096 Z=2465.910

R1594270190

TOWNSEND JEFFREY

R1594270200

VARGAS FAMILY

TRUST 2017

R1594270620

DOWELL FAMILY

TRUST 06/10/2019

R1594270630

LEAVITT KENNETH

BROWN

R8108190280

SCOTT JEAN A

R8108190270

TRIBULAS FAMILY

TRUST

06/19/2013

R2737300030

FALLBROOK HOA INC

R1594270050

PRISTINE SPRINGS

HOA INC

R1594270610

PRISTINE SPRINGS

HOA INC

N MUNGER RD

W S

H O

R T

C R

E E

K S

T

Saw Cut Of Existing Pavement, Incidental To Item 202.4.1.A.1

Standard 6" Vertical Curb & Gutter, Item 706.4.1.A.5

Concrete Sidewalks, Thickness 5", Item 706.4.1.E.1.5

Retain and Protect

Manhole Type Sewer, Adjust To Grade, Item 2030.4.1.A.1.A

1. See SWPP Plans For Erosion Control Measures.

Finished Grade At Lip Of Gutter

Control Line

Elev. 2465.12

Sta. 15+17.50, Offset 139.80' Lt.

T4N R1W Sect 6

SE 1/4 SW 1/4

T4N R1W Sect 6

SW 1/4 SE 1/4

T4N R1W Sect 6

NE 1/4 SW 1/4

T4N R1W Sect 6

NW 1/4 SE 1/4

.5

Existing Grade At Control Line

TBM # 3 Out Of View Sta. 15+17.50 139.80' Lt

PR

OFESS I ONA L ENG I NEERL I C E N S E D

S T A T E O F I D A HO

J O

HN P . G R A V ES

21602

R8108190300

STARCREEK

SUBDIVISION HOA

T

SD

SD

P/L P/L

P/L

P/L P/L

P/L P/L

P/L P/L P/L

SD

SD

SD SD

Sta. 2+26.00 5.00'Lt.

Elev. 2464.63

Sta. 2+37.80 5.00'Lt.

Elev. Match Existing

Sta. 2+37.80 5.00'Rt.

Elev. Match Existing

Sta. 2+26.00 5.00'Lt.

Elev. 2464.65

Sta. 2+27.61 4.73'Rt.

Elev. 2464.44

1+00 1+30

3+00 3+40

Sta. 1+07.41 8.46'Lt.

Elev. Match Existing

Sta. 1+07.41 8.58'Rt.

Elev. Match Existing

Sta. 1+16.00 18.61'Rt.

Elev. 2464.08

Sta. 1+15.98 11.76'Lt.

Elev. 2464.04

Sta. 3+16.02 8.00'Rt.

Elev. Match Existing

Sta. 3+16.02 8.00'Lt.

Elev. Match Existing

Sta. 3+25.75 8.00'Lt.

Elev. 2464.50

Sta. 3+26.23 8.00'Rt.

Elev. 2464.44

S88°59'02"E

S70°12'32"ES88°59'09"E

S87°19'39"E

Sta. 2+26.00 0.00't.

Elev. 2464.08

1.55%-2.00%

G B

S ta

T

B C

E le v.

4.

G

B S ta

.3

T

B C

E le v.

4.

G B

S ta

.8

T

B C

E le v.

4.

4.00%

G B

S ta

.4

T

B C

E le v.

3.

G

B S ta

.8

T B

C E le v.

3.

2.00%

G B

S ta

.0

T

B C

E le v.

4.

G B

S ta

.7

T

B C

E le v.

4.

Revisions: Design By: J. Graves Date: 1/31/2025 Date: 1/31/2025 Drawn By: P. Consalvo Survey By: G. Bailey Date: 1/31/2025

Ada County Highway District Project Number:3775 Adams Street, Garden City, Idaho, 83714 www.achdidaho.org Project Number: 224008 Project Name: Munger Rd Bridge #1005 7 Of 14Sheet

0 20 40 60

Plan Scale

N M

U N

G E

R R

DT4N R1W Sect 6

SE 1/4 SW 1/4

T4N R1W Sect 6

SW 1/4 SE 1/4

App-3 P.O.B.

Sta. 3+00.00

N 745426.727 E 2425906.275

App-2 P.O.B.

Sta. 2+00.00=

Munger Rd. Sta.

9+43.01

N 745334.218 E 2425944.628

2+00 2+80

APP-2

R=21'

APPROACHES PLAN VIEW

APPROACH 2 - PROFILE

Finished Grade Munger Rd

Finished Grade Approach 1

Existing Grade

1+00

1+80

APPROACH 1 - PROFILE

Finished Grade Munger Rd Finished Grade Approach 1

Existing Grade

3+00 3+80

APPROACH 3 - PROFILE

Finished Grade Approach 3

Finished Grade Munger Rd

Existing Grade

App-1 P.O.E.

Sta. 1+30.00= Munger Rd. Sta.

9+16.48 N 745307.701 E 2425944.159

App-3 P.O.E.

Sta. 3+40.00=

Munger Rd. Sta.

10+33.66

N 745424.862 E 2425946.230

App-2 P.O.E.

Sta. 2+40.00 N 745329.146 E 2425983.439

App-1 P.O.B.

Sta. 1+00.00 N 745308.231

E 2425914.159

R=12.5'

APP-1

APP-3

PR

OFESS I ONA L ENG I NEERL I C E N S E D

S T A T E O F I D A HO

J O

HN P . G R A V ES

x x x

P/L P/L

P/L P/L

P/L P/L

P/L

P/L x x x x x x

P/L P/L

P/L P/L

P/L P/L

P/L

P/L

R=24.00'

R=26.00'

Revisions: Design By: J. Graves Date: 1/31/2025 Date: 1/31/2025 Drawn By: P. Consalvo Survey By: G. Bailey Date: 1/31/2025

Ada County Highway District Project Number:3775 Adams Street, Garden City, Idaho, 83714 www.achdidaho.org Project Number: 224008 Project Name: Munger Rd Bridge #1005 8 Of 14Sheet

0 20 40 60

Plan Scale 1"=40'

N M

U N

G E

R R

D

Point Table

Point ID Elevation Station & Offset A Back Of Walk 2464.53 B C D E F G

Match Ex.

2463.98

Match Ex.

Match Ex.

Match Ex.

Match Ex.

F

E

A

B

G

C

D

Description

Back Of Walk

PT EOP

PC EOP

Sawcut

7+50.72, 26.00' RT

7+34.47, 37.76' RT

7+45.52, 17.00' RT

7+22.15, 31.60' RT

7+37.57, 1.00' RT

7+17.57, 2.10' RT

7+17.57, 31.52' RT

N CATAMARAN WAY

Sawcut

Sawcut

PR

OFESS I ONA L ENG I NEERL I C E N S E D

S T A T E O F I D A HO

J O

HN P . G R A V ES

SD

SD

SD

SD

x x x x

P/L P/L

P/L P/L P/L

P/L

P/L

SD

SD

SD

SD

SD

SD

SD

SD

SD SD

x x x x

T

SD

SD

SD

SD

x x x x

P/L P/L

P/L P/L P/L

P/L

P/L

SD

SD

SD

SD

SD

SD

SD

SD

SD SD

R=25.00'

R=27.00'R=27.00'R=27.00'R=27.00'R=27.00'

Revisions: Design By: J. Graves Date: 1/31/2025 Date: 1/31/2025 Drawn By: P. Consalvo Survey By: G. Bailey Date: 1/31/2025

Ada County Highway District Project Number:3775 Adams Street, Garden City, Idaho, 83714 www.achdidaho.org Project Number: 224008 Project Name: Munger Rd Bridge #1005 9 Of 14Sheet

0 20 40 60

Plan Scale 1"=40'

N M

U N

G E

R R

D

C

IE

A

B

F

K

M

Point Table Point ID Elevation Station & Offset

A PI Crown 2465.12 B

E D C

F

2464.97

2464.79 2464.89

Match Ex.

2464.46

Description

PI Crown

PC EOP

Valley Gutter EOP

10+96.41, 0.00'

G H Match Ex.

I 2565.37

Sawcut

PC EOP

J

L

J Match Ex.Back Of Walk 2465.02

Back Of Walk Sawcut

Back Of Walk

10+76.41, 1.00' RT

11+19.51, 16.00' RT

11+02.20, 22.21' RT

10+94.39, 33.10' RT

10+37.49, 17.00' RT

10+59.19, 32.69' RT

11+17.64, 25.00' RT

11+06.81, 37.03' RT

10+33.60, 26.00' RTN STREAMVIEW DR

D

K Match Ex.Back Of Walk 10+45.66, 39.39' RTL 2464.62Valley Gutter EOP 10+76.18, 20.52' RTM

H

G

2464.67Valley Gutter EOP 10+52.81, 23.01' RT

PR

OFESS I ONA L ENG I NEERL I C E N S E D

S T A T E O F I D A HO

J O

HN P . G R A V ES

Revisions: Design By: C. McAlister Date: 01/31/2025 Date: 01/31/2025Drawn By: K. Parker Survey By: G. Bailey Date: 01/31/2025

Ada County Highway District Project Number:3775 Adams Street, Garden City, Idaho, 83714 www.achdidaho.org Project Number: 224008 Project Name: Munger Rd Bridges #1005 10 Of 14Sheet

CB-TYPE III

GRATE: 2463.92

12" IE (E): 2459.42

STA/OFF: 8+22.42,

17.88' RT

EXISTING BASIN

BOTTOM 2459.10

EXISTING 24"

IRRIGATION PIPE

EXISTING 8"

SANITARY SEWER PIPE

EXISTING GRADE

DISCHARGE TO STARCREEK 4 BASIN

PROFILE VIEW

12" C900 (65' @ 0.44%)

5.25' EST. PIPE APRON

12" IE (W): 2459.38

STA/OFF: 8+24.50, 84.37' RT

0.

' E S

T

. 25-YR HGL

COMPLETED

EXISTING 10"

WATER LINE

W

R E

TSILACM .

M

Y

R A

C

12046 8/21/25

Sew Sew

Sew Sew

Sew

W W

W W

W W

W W

W W

W W

W

O P

O P

O P

O P

O P

O P

O P

O P

P/L P/L

P/L P/L

P/L

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R x x x x x x x x x x

Sew Sew

Sew Sew

Sew

W W

W W

W W

W W

W W

W W

W

O P

O P

O P

O P

O P

O P

O P

O P

P/L P/L

P/L P/L

P/L

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R x x x x x x x x x x

B

Revisions: Design By: C. McAlister Date: 08/21/2025 Date: 08/21/2025Drawn By: K. Parker Survey By: G. Bailey Date: 01/31/2025

Ada County Highway District Project Number:

N O T E S

3775 Adams Street, Garden City, Idaho, 83714 www.achdidaho.org Project Number: 224008 Project Name: Munger Rd Bridges #1005 11 Of 14Sheet

4:

PLAN VIEW OF STARCREEK 4 BASIN

SECTION VIEW A-A OF STARCREEK 4 BASIN

EXISTING TOP OF

BASIN: 2462.50

BASIN BOTTOM EXPANSION TIE-IN

(MATCH EXISTING)

STA/OFF: 8+07.36, 110.25' RT

ELEV. 2459.50±

PROPOSED BASIN BOTTOM

STA/OFF: 8+09.22, 125.72' RT

ELEV. 2459.50

PROPOSED BASIN TOP

STA/OFF: 8+10.78,

138.62' RT

ELEV. 2462.50

A

A

PROPOSED GRADE

EXISTING GRADE

PROPOSED PIPE

12" IE (W): 2459.38

SEE PLAN SHEET

TABLE 2. BASIN DESIGN

DESIGN CRITERIA EXISTING EXPANSION 3 TOTAL

PROPOSED

BASIN BOTTOM AREA (SF) 730 1 +1,220 1,950

BASIN TOP AREA (SF) 3,507 1 +1,208 4,714

RUNOFF VOLUME (CF)

100-YR; 1 HR 6,596 2 +1,703 8,299

TOTAL STORAGE VOLUME (CF)

100-YR; 1 HR 4,513 1 +6,014 10,527

MINIMUM TOP OF BASIN

ELEVATION 2462.50

BOTTOM OF BASIN TIE-IN

ELEVATION 2459.50

SECTION VIEW B-B OF STARCREEK 4 BASIN

PRIMARY PRIMARY

EXPANSION FOREBAY PRIMARY PRIMARY

EXPANSION

B

4:1

4:1

27.3'

27.2' 12.9'

REMOVE EXISTING BERM

STA/OFF: 7+78.27, 92.60' RT

ELEV. 2461.44

BASIN BOTTOM EXPANSION

(MATCH EXISTING)

STA/OFF: 7+72.98, 101.30' RT

ELEV. 2459.50

PROPOSED BASIN BOTTOM

STA/OFF: 8+17.39, 109.13' RT

ELEV. 2459.50

Clearing and Grubbing, Item 201.4.1.B.1

Removal of Pipe, 20 LF, Item 201.4.1.E.1

GSI Topsoil, Item SP 25050.1

GSI Seeding, Item SP 20209.1

Inlet Protection Apron and Flow Spreader, Per SD 628, Item SP 07001

Detention Facilities (Dry Extended Detention), Item 0207.4.1.C.07

Remove and Reset Sprinkler System, Item SSP 29101

Retain and Protect

Sodding, Item 1007.4.1.C.1

21 23

PROPOSED TOP OF BASIN

STA/OFF: 8+30.86, 114.70' RT

ELEV. 2462.50

EXISTING GRADE

100-YR WSE: 2462.00

PROPOSED GRADE

100-YR WSE: 2462.00

SEE ROADWAY SHEET

EXISTING OUTLET STRUCTURE

63.0' 35.4'

D

1. FROM DEA SURVEY, 10/23/2024.

2. FROM AS-BUILTS FOR STARCREEK NO. 4 SUBDIVISION,

05/02/2019.

3. EXPANSION OF BASIN ONLY IN PRIMARY BAY OF EXISTING DETENTION

BASIN. SEE TABLE 1 FOR BASIN SPECIFICATIONS.

4. DO NOT RELOCATE SPRINKLER SYSTEM (HEADS, SUPPLY LINES, AND

OTHER COMPONENTS) WITHIN THE STORMWATER BASIN. ALL SPRINKLER

COMPONENTS MUST BE BEYOND TOP OF BASIN.

5. PLACE GSI TOPSOIL AND GSI SEEDING FROM TOP OF BASIN, OVER

SLOPES, AND TO BOTTOM OF BASIN.

EXISTING TOP OF BASIN

STA/OFF: 8+02.72, 71.81' RT

ELEV. 2462.50

EXISTING TOP OF BASIN

STA/OFF: 7+38.39, 76.48' RT

ELEV. 2462.50

4:

4:

BASIN BOTTOM EXPANSION TIE-IN

(MATCH EXISTING)

STA/OFF: 7+67.22, 88.39' RT

ELEV. 2459.70±

BASIN BOTTOM EXPANSION TIE-IN

(MATCH EXISTING)

STA/OFF: 7+86.63, 96.28' RT

ELEV. 2459.50±

L E G E N D

CLEARING AND GRUBBING AREA

DETENTION FACILITIES, EXCAVATION AREA

23 6

TABLE 3. SHEET QUANTITIES

6 CLEARING AND GRUBBING 237 SY

13 GSI TOPSOIL 515 SY

14 GSI SEEDING 515 SY

21 DETENTION FACILITIES 220 CY

23 SPRINKLER REMOVE AND RESET 280 LF

55 SODDING 11 SY

13 14

REMOVE

BERM

TABLE 1. POND DESIGN POINTS

POINT STA OFFSET ELEVATION NOTES

A 7+38.39 46.48' RT 2462.50' TOP OF POND

B 8+02.72 71.81' RT 2462.50' TOP OF POND

C 8+23.77 72.17' RT 2462.50' TOP OF POND

D 8+42.25 82.72' RT 2462.50' TOP OF POND

E 8+36.00 109.13' RT 2462.50' TOP OF POND

F 8+30.86 114.70' RT 2462.50' TOP OF POND

G 8+19.58 133.49' RT 2462.50' TOP OF POND

H 8+10.78 138.62' RT 2462.50' TOP OF POND

I 8+03.00 142.19' RT 2462.50' TOP OF POND

J 7+73.13 117.29' RT 2462.50' TOP OF POND

K 7+59.93 106.25' RT 2462.50 TOP OF POND

L 7+38.66 87.01' RT 2465.50' TOP OF POND

M 7+61.56 91.45' RT 2459.50 BOTTOM OF POND

N 7+67.22 88.39' RT 2459.50 BOTTOM OF POND

O 7+77.31 82.95' RT 2459.50 BOTTOM OF POND

P 8+02.91 81.14' RT 2459.50 BOTTOM OF POND

Q 8+24.82 90.75' RT 2459.50 BOTTOM OF POND

R 8+17.39 109.13' RT 2459.50 BOTTOM OF POND

S 8+09.22 125.72' RT 2459.50 BOTTOM OF POND

T 7+76.74 106.18' RT 2459.50 BOTTOM OF POND

U 7+86.63 96.28' RT 2459.50 BOTTOM OF POND

V 7+72.98 101.30' RT 2459.50 BOTTOM OF POND

W 8+07.36 110.25' RT 2459.50 BOTTOM OF POND

A L

B

C Q

E

F

R

S H

J

KM

N

O

U

P V

W

T

D

G

I

SewSewSewSew Sew Sew

Sew

SDSDSDSD

Sew

SewSewSewSew

WWWWWWWWWWWWWWWWWWWWWWWWWWWWW

SewSewSew

OPOPOPOPOPOPOPOPOP

OPOPOPOPOPOPOPOPOPOP

OP

OP

OP

OPOPOPOP

W W

W W

W W

W W

Sew

Sew Sew

Sew Sew

Sew

Se w

FO

FO

FO

FO

FO

FO

FO

FO

x x x x x x

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G

P/LP/LP/LP/LP/LP/L P/LP/LP/LP/LP/LP/L

P/LP/LP/LP/LP/LP/LP/L P/LP/L

P/L P/L

P/L P/L

P/ L

SDSDSDSDSDSDSDSDSD

IRRIRRIRRIRRIRRIRRIRRIRR

IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR

SD

x

T T

SewSewSewSew Sew Sew

Sew

SDSDSDSD

Sew

SewSewSewSew

WWWWWWWWWWWWWWWWWWWWWWWWWWWWW

SewSewSew

OPOPOPOPOPOPOPOPOP

OPOPOPOPOPOPOPOPOPOP

OP

OP

OP

OPOPOPOP

W W

W W

W W

W W

Sew

Sew Sew

Sew Sew

Sew

Se w

FO

FO

FO

FO

FO

FO

FO

FO

x x x x x x

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G

P/LP/LP/LP/LP/LP/L P/LP/LP/LP/LP/LP/L

P/LP/LP/LP/LP/LP/LP/L P/LP/L

P/L P/L

P/L P/L

P/ L

SDSDSDSDSDSDSDSDSD

IRRIRRIRRIRRIRRIRRIRRIRR

IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR

SD

x x x x x x x

WWWWWWWWWWWWWWWW Sew

OPOPOPOPOPOPOPOPOPOP

OPOPOPOPOPOPOPOPOPOPOP

W W

W W

W W

Sew

SD

SD

SD

xxxxxxx x x x x x x x x x x x x x x x

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G

P/LP/LP/LP/LP/LP/L

P/L P/L P/L P/L

P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L

IRR

IRR

IRR

IRRIRRIRRIRRIRRIRRIRRIRRIRR

WWWWWWWWWWWWWWWW Sew

OPOPOPOPOPOPOPOPOPOP

OPOPOPOPOPOPOPOPOPOPOP

W W

W W

W W

Sew

SD

SD

SD

xxxxxxx x x x x x x x x x x x x x x x

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G

P/LP/LP/LP/LP/LP/L

P/L P/L P/L P/L

P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L

IRR

IRR

IRR

IRRIRRIRRIRRIRRIRRIRRIRRIRR xxxxxxxxx x x x x x x x x x x x x x x x x

Ada County Highway District Project Number:Project Number: 224008 Project Name: Munger Rd Bridge #1005 12 Of 14Sheet

N MUNGER RD

N C

A T

A M

A R

A N

W A

Y

N S

T R

E A

M V

IE

W

D R

T4N R1W Sect 6

SE 1/4 SW 1/4

T4N R1W Sect 6

SW 1/4 SE 1/4

S I G N A T U R E S

D E T A I L T I T L E

SWPPP

S T

O R

M W

A T

E R

P O

L L

U T

IO

N

P R

E V

E N

T

IO

N P

L A

N

S W

P P

P

GENERAL NOTES FOR

TEMPORARY EROSION CONTROL

Revisions:

N O T E S

N MUNGER RD

W S

H O

R T

C R

E E

K S

T

T4N R1W Sect 6

SE 1/4 SW 1/4

T4N R1W Sect 6

SW 1/4 SE 1/4

T4N R1W Sect 6

NE 1/4 SW 1/4

T4N R1W Sect 6

NW 1/4 SE 1/4

SDSDSDSD

x x x x x x

P/L P/L P/L P/L P/L P/L P/L

P/ L

P/ L

P/ L

P/L

P/LP/LP/L

P/L P/L P/L

P/LP/LP/LP/LP/LP/L P/LP/LP/LP/LP/LP/L

P/LP/LP/LP/LP/LP/LP/L P/LP/L

P/L

P/L

SDSDSDSDSDSDSDSDSD

SD

P/ L

T T

SDSDSDSD

x x x x x x

P/L P/L P/L P/L P/L P/L P/L

P/ L

P/ L

P/ L

P/L

P/LP/LP/L

P/L P/L P/L

P/LP/LP/LP/LP/LP/L P/LP/LP/LP/LP/LP/L

P/LP/LP/LP/LP/LP/LP/L P/LP/L

P/L

P/L

SDSDSDSDSDSDSDSDSD

SD

P/ L x x x x x x

7+00 8+00 9+00 10+00 11+00 12+007+00 8+00 9+00 10+00 11+00 12+00

T T T T T T T T T T T T T T T T T T T T T T T T T T T

7+00 8+00 9+00 10+00

11+00

12+00

SD

SD

SD

SD

xxxxxxx x x x x x x x x x x x x x x x

P/L P/L P/L P/L P/L P/L P/L P/L P/L

P/L

P/LP/LP/LP/LP/LP/L

P/L P/L P/L P/L

P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L

SD

SD

SD

SD

xxxxxxx x x x x x x x x x x x x x x x

P/L P/L P/L P/L P/L P/L P/L P/L P/L

P/L

P/LP/LP/LP/LP/LP/L

P/L P/L P/L P/L

P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L

xxxxxxxxx x x x x x x x x x x x x x x x x x

E P

: 1 6+

.0

N

: 7

1.

E .2

12+00 13+00 14+00 15+00 16+0016+0012+00 13+00 14+00 15+00 16+0016+00

T T T T T T T T T T T T T T T T

16+0012+00 13+00 14+00 15+00 16+00

E P

.0

Revisions: Design By: J. Graves Date: 8/20/2025 Date: 8/20/2025 Drawn By: P. Consalvo Survey By: G. Bailey Date: 1/31/2025

Ada County Highway District Project Number:3775 Adams Street, Garden City, Idaho, 83714 www.achdidaho.org Project Number: 224008 Project Name: Munger Rd Bridges #1005 and #2001 13 Of 14Sheet

0 20 40 60

Plan Scale

R9262210010 12101

LODGE WILLIAM &

KELLY FAMILY TRUST

03/02/2022

R1594270050

PRISTINE SPRINGS

HOA INC

R8108200385

STARCREEK

SUBDIVISION HOA

R8108190410

STARCREEK

SUBDIVISION HOA

R8108190300

STARCREEK

SUBDIVISION HOA

R8108190090

SMITH RAWLEN DEAN

R1594270180 12035

EMERSON STEVEN RAY

N MUNGER RD

N C

A T

A M

A R

A N

W A

Y

N S

T R

E A

M V

IE

W

D R

T4N R1W Sect 6

SE 1/4 SW 1/4

T4N R1W Sect 6

SW 1/4 SE 1/4

D R

A

IN

M a tc h

L in e S ta

R1594270190

TOWNSEND JEFFREY

R1594270200

VARGAS FAMILY

TRUST 2017

R1594270620

DOWELL FAMILY

TRUST 06/10/2019

R1594270630

LEAVITT KENNETH

BROWN

R8108190280

SCOTT JEAN A

R8108190270

TRIBULAS FAMILY

TRUST

06/19/2013

R2737300030

FALLBROOK HOA INC

R1594270050

PRISTINE SPRINGS

HOA INC

R1594270610

PRISTINE SPRINGS

HOA INC

N MUNGER RD

W S

H O

R T

C R

E E

K S

T

T4N R1W Sect 6

SE 1/4 SW 1/4

T4N R1W Sect 6

SW 1/4 SE 1/4

T4N R1W Sect 6

NE 1/4 SW 1/4

T4N R1W Sect 6

NW 1/4 SE 1/4

M a tc h

L in e S ta

Control Line

Control Line

Existing Fog Line

Existing Fog Line

PAVEMENT MARKING LEGEND

Ref. ACHD Standard Traffic Details (TS Series) For Construction

Details & Installation Requirements

PR

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S T A T E O F I D A HO

JO

HN P . G R A V E

S

21602

Match Existing Begin Yellow Line

Match Existing Begin Fog Line

Match Existing Begin Fog Line

Obliterate Pavement Markings, SSP 1140045

7 4" Yellow - No Passing - 2 Direction

17 4" White - Right Edge

End of Fog Line Match Existing

End of Yellow Line Match Existing

End of Fog Line Match Existing

N O T E S

Revisions:

Date: 8/20/2025 Date: 8/20/2025

S I G N A T U R E S

D E T A I L T I T L E

Flasher

Flag Flag

Primary Sign

Secondary SignBack Of Sidewalk, Pavement, 6' From

2'(Min.)

'(M in

'(M in

Or 2' From Face

MPH25

AHEADDETOUR

BARRICADE TYPE III

TYPICAL SIGN INSTALLATION

INFORMATIONAL SIGN

GENERAL NOTES

6' to 12' From

Of Curb

CONSTRUCTION SIGNAGE & STAGING PLAN

Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 www.achdidaho.org 14 Of 14Sheet

ITEM NO. 1103.4.1.C.1.C

96"

(3") A description of project

For Information Call ACHD at 387-6290 Contractor:(2")

(3") Completion Date: (year/season)

NAME OF PROJECT(6") 8

V ar ie s

(3") Project Sponsored By

City Logo Here Committed to Service

White Background With Black Letters And 1" Black Perimeter Line. Project Name Will Have A 12" Border. Sign Will Be Made Of 34" Bill Board Plywood Or Traffic Sign Aluminum. Signs From Previous Projects With Appropriate Letter Changes May Be Used If Approved By The Engineer Prior To Installation. Attach To Type III Barricade Or Install With (2) 4x4 Posts.

City Logos Vary Per Project And Text Size Of Each City Logo Will Be Similar In Size Compared With The ACHD Logo.

(48"x96")=32SF

9175 W Black Eagle Dr Boise, ID 83709

Phone: 208.900.9049

1. All Work Shall Conform To The Latest Edition Of The "Manual On Uniform Traffic Control Devices" For Streets And Highways.

2. All Signs Shall Be Class "A".

3. This Plan May Be Modified In The Field By The Engineer.

4. All Warning Flags And Flashers Shall Be Considered As Incidental To The Traffic

Control Bid Items.

5. The Contractor Shall Install Public Informational Signs As Detailed.

6. Contractor Shall Use Flaggers Only Under Direction Of The Engineer.

7. This Is A General Traffic Control Plan And The Contractor Shall Submit Specific

Detailed Work Plans For The Project Phases To ACHD For Approval.

8. R9-9, R9-11, And M4-9b Signs May Be Mounted To ADA Compliant Sidewalk

Barricades Per TC-203B.

Item No. SSP 11230

1. INSTALL ANY SWPPP BMPS.

2. REPAIR OR REPLACE PEDESTRIAN FACILITIES IDENTIFIED, INCLUDING

PEDESTRIAN RAMPS, SIDEWALK, AND DRIVEWAY APPROACHES.

3. CONTRACTOR IS PROHIBITED FROM UTILIZING NON-COMPLIANT

RAMPS IN PEDESTRIAN DETOUR ROUTING.

4. NON-CONTINUOUS SIDEWALKS DO NOT REQUIRE PERPETUATION

DURING CONSTRUCTION, CONTRACTOR SHOULD SIGN THE SIDEWALK

CLOSED UPSTREAM OF CONSTRUCTION AREA.

5. CONSTRUCT BRIDGE AND ROADWAY IMPROVEMENTS.

6. REMOVE ANY TEMP PEDESTRIAN FACILITIES, SIGNAGE, AND BMPS.

CONSTRUCTION STAGING PLAN

W FLOATING FEATHER RD

(30"x24")=5SF M4-9(Lt, Rt, or Th)

(60"x30")=12.5SF

(36"x36")=9SF

DETOUR

W20-3

AHEAD

CLOSED

ROAD

R11-3

LOCAL TRAFFIC ONLY

AHEAD

ROAD CLOSED

(36"x36")=9SF

STREET NAME

W20-2

AHEAD

DETOUR

Max. 48"x12"=4SF Min. 18"x9"=1.1SF

Ref. TS-1109 (Traffic Supplemental)

Item No. 1103.4.1.B.1

(24"x12")=2SF R9-9

(48"x30")=10SF R11-2

ROAD

CLOSED

S IDEWA LK

CLOS ED

(48"x30")=10SF R11-2

OUT

BRIDGE

N O T E S

S IDEWA LK

CLOS ED

BARRICADE TYPE II 10

Item No. 1103.4.1.C.1.B

WORK ZONE

N MUNGER RD

Project Number: 224008 Project Name: Munger Rd Bridge #1005 Design By: J. Graves Drawn By: P. Consalvo

0 300 600 900

Scale 1"=600'

N M

U N

G

ER

R D

N CATAMARAN WAY

W NEW HOPE RD

W SOARING HAWK ST

Rt

Lt

N B

R A

N D

O N

R D

W STREAMVIEW DR

ADVANCED WARNING SIGN LAYOUT

3 Rt 3 Rt

Lt 4

3Rt

4 52

COMMON

CONSTRUCTION SIGNS

Th

Lt

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S

21602

5 2

Add Temporary Speed Table, SP 11801 Add Speed Radar Trailer, SP 11802

Maintain Access to Circle Bar Throughout Construction

Rt

Rt

Rt

Rt

Lt

Lt

Lt

Lt Lt

Lt

Rt

T T

T T

T T

T T

T T

Se w

Se w

Se w

Se w

Se w

Se w

SD

SD

W W

W W

W W

W W

W W

W W

W W

W

O P

O P

O P

O P

O P

O P

O P

O P

O P

O P

O P

O P

O P

O P

O P

Se w

Se w

Se w

Se w

Se w

Se w

Se w

G G

G G

G G

G G

G G

G G

G G

G

P/L P/L

P/L P/L

P/L P/L

P/L

P/L P/L

P/L P/L

P/L P/L

P/L

SD

SD

SD

SD

SD

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

IR

R

SD

SD

SD

SD

SD

SD

Invert Elev. = 2453.55

8" Existing Pressure Sewer 10" Existing Water

30" Existing Irrigation (Preserve & Protect)

℄ N Munger Road

Apron (Typ.)

Top of Headwall (Typ.) = Top of Wing Wall (Typ.) Bike Railing (Typ.)

Cutoff Wall (Typ.)

High Water Elev. 2457.83

Drain 10 Flow Direction

SidewalkSee Roadway Typical Sections

Existing Pipe Support (Preserve & Protect)

Curb And Gutter

Invert Elev. = 2453.67

Finished Grade

5" Existing Conduit (To Be Removed)

Loose Riprap (Typ.)

2" Concrete Sand (See Note 2)

4" Existing Gas Line (3' Depth Assumed)

Precast Wing Wall (Typ.)

X" Fiber (3' Depth Assumed, Location Approx. And Size Unknown)

Revisions:

Design By: A. Rigeb Date: 01/03/2025 Date: 01/03/2025Drawn By: C. Schreiner

S I G N A T U R E S

D E T A I L T I T L E

Situation & Layout

S1Sheet Ada County Highway District Project Number: 2240083775 Adams Street, Garden City, Idaho, 83714 www.achdidaho.org Project Name: MUNGER ROAD BRIDGE #1005

9175 W Black Eagle Dr Boise, ID 83709

Phone: 208.900.9049

T Y P I C A L S E C T I O N Scale: 1/2" = 1'-0"

L O N G I T U D I N A L S E C T I O N Scale: 1" = 5'-0"

(Shown At CL Bridge)

Concrete Waterproof System. Extend To

Bottom Of Culvert (Typ.)

2'-0" Min. (Typ.)

M in

16'-0"

P L A N Scale: 1" = 5'-0"

N

M U

N G

E R

R O

A D

N

°0 0'

"E

Existing Easement

Existing R/W

Existing R/W

Existing Easement

12" Existing Storm Drain

52'-0" Out To-Out Proposed 16'x6' Precast Box Culvert (See Note 3)

Survey Control Line

5" Existing Conduit (To be Removed)

8" Existing Pressure Sewer

10" Existing Water Existing Sewer

24" Existing Storm Drain

30" Existing Irrigation

Drain 10

Existing Overhead Power

16'-0" Travel Ln. + Future Bike Ln.

11'-0" Travel Lane

2'-0" Curb & Gutter

7'-0" Sidewalk

C le ar

90°0'0"

S88°59'14"E

End Bridge = ℄ Munger Road Sta. 9+85.00 25.00' Lt.

Begin Bridge = ℄ Munger Road

Sta. 9+85.00 27.00' Rt.

℄ Munger Road Sta. 9+85.00

Existing Bridge #1005 (To Be Removed)

Inlet Outlet

Loose Riprap (Typ.)

52'-0"

1'-0" (Typ.)

1.72' Min.

Freeboard

Headwall (Typ.)

Proposed Temporary Easement (Typ.)

℄ Bridge

Approx. Existing Ground

Precast Wing Wall (Typ.)

Bike Railing (Typ.)

Apron (Typ.)

Cutoff Wall (Typ.)

3'-6" Min.

9" Chamfer (Typ.)

Crushed Aggregate For Base Type 1 (Typ. Under Wing Walls And Culvert)

Proposed Permanent Easement (Typ.)

Top of Bank (Typ.)

(T yp

2" Concrete Sand (See Note 2)

L E G E N D

2" Concrete Sand (See Note 2)

4" Existing Gas Line

M in

M in

9" Min.

(Typ.)

20'-0" Min. (Typ.)

Closure Pour (Typ. Each Side)

Closure Pour (Typ. Each Side)

N O T E

1. Utility Information Shown Is Based On Available

Information After Contacting Each Utility. 8" Pressure Sewer and 10" Water Are Based On Potholes Taken At The Site.

2. Concrete Sand To Be Incidental To Concrete Waterproofing Bid item.

3. Use Chromium Reinforcing In Precast Box Culvert.

See Sheet S2 For Details.

M in

(T yp

Existing X" Fiber (Approx. Location)

Existing Irrigation Box Not Shown (See Detail

A On Sheet S3)

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S T A T E O F I D A HO

A L I R I G E B

17591

Existing Irrigation Manhole Not Shown (See Detail B On Sheet S3)

Design By: A. Rigeb Date: 01/03/2025 Date: 01/03/2025Drawn By: C. Schreiner

S I G N A T U R E S

D E T A I L T I T L E

General Notes & Quantities

Sheet Ada County Highway District Project Number: 2240083775 Adams Street, Garden City, Idaho, 83714 www.achdidaho.org Project Name: MUNGER ROAD BRIDGE #1005

9175 W Black Eagle Dr Boise, ID 83709

Phone: 208.900.9049

G E N E R A L N O T E S

CONSTRUCTION SPECIFICATIONS

Materials, Construction And Workmanship Must Be In Accordance With The Project Plans, The Idaho Standards For Public Works Construction (ISPWC) 2020 Edition Along With The Ada County Highway District (ACHD) 2017 Supplemental Specifications Unless Noted Otherwise.

MATERIAL

Concrete:Culvert, Headwall, Wing Wall, Closure Pour & Apron/Cutoff Wall - Class 4000A f'c = 4.0 ksi

Headwall Concrete To Include 3-Pound Polypropylene Microsynthetic Fiber Admixture Per Cubic Yard of Concrete.

Metal Reinforcement: ASTM A 615 - Grade 60 fy = 60.0 ksi

Low Carbon, Chromium High Strength Corrosion Resistant Reinforcement:ASTM A 1035/A1035M - Grade 100 fy = 100.0 ksi

Use Chromium Reinforcement In Precast Box culvert.

Use The Following Splice Lengths (Unless Shown Otherwise):

Reinforcing Splice Lengths (Class B) Grade 60, Class 4000A Concrete Bar Size #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 Uncoated 1'-8" 2'-1" 2'-8" 3'-2" 3'-7" 4'-2" 4'-8" 5'-3" 5'-9" NOT PERMITTED

Soil: Soil To Support Foundations Is To Be Graded, Compacted And Placed Per "Munger Road Bridge #1005 Over Drain 10 Canal Geotechnical Engineering Report" Prepared By Terracon Consultants, Inc. Dated November 5, 2024.

PLAN DIMENSIONS AND ELEVATIONS

All Exposed Edges Of Concrete Must Be Beveled 3/4" Unless Noted Otherwise.

All Dimensions To Reinforcing Steel Are To Centerline Of Bar Unless Noted Otherwise.

Concrete Cover Measured From The Face Of Concrete To The Face Of Any Reinforcing Bar Must Be 2", Unless Shown Otherwise On The Drawings.

Contractor Must Verify All Dimensions And Elevations Prior To Placing Concrete.

CONSTRUCTION

Construction Joints Will Be Permitted Only At Locations Shown On The Plans Or As Approved By The Engineer.

Provide Crushed Aggregate For Base Type I Compacted To 98% Of The Maximum Dry Density Per AASHTO T 99 Under Culvert, Apron And Wing Walls Per Project Geotechinical Report. Crushed Aggregate For Base Type I Compacted To 95% Of The Maximum Dry Density Per AASHTO T 99 Is To Be Used Everywhere Else. Aggregate Base Must Meet Requirements Of Section 802 Of ISPWC, Type I.

Concrete Waterproof System Must Be Pre-coated Pre-formed Membrane Consisting Of Prefabricated Sheets Which May Be Self-adhesive Or May Require A Separate Bonding Agent.

Backfill Of The Structure Must Not Be More than 2 Feet Difference In Elevation From One Side Of The Structure To the Other At Any Time During Construction.

Do Not Place Crushed Aggregate Until The Foundation Excavation Is Approved By The Engineer. Observation Of The Foundation Excavations Will Be Critical To Evaluate If Undocumented Fill Or Unsuitable Soils Are Encountered And Properly Removed.

INCIDENTAL ITEMS

All Items Shown Or Noted On Plans Which Are Not Specifically Bid Items Are Considered Incidental Items. The Cost Of Furnishing And Installing Incidental Items Will Not Be Paid For Separately, But Will Be Included In The Unit Price Bid For Other Items, Unless Noted Otherwise.

D E S I G N N O T E S

DESIGN SPECIFICATIONS

Structure Designed In Accordance With "AASHTO LRFD Bridge Design Specifications" 9th Edition And ACHD Policy Manual Dated Prior To 10/25/2023.

CULVERT FOUNDATION DATA

DESIGN LOADS

WING WALL FOUNDATION DATA

SEISMIC

Unit Weight Of Cast-In-Place Concrete

Active Lateral Earth Pressure

At-rest Lateral Earth Pressure

Passive Lateral Earth Pressure

Soil Unit Weight

Live Loads (2' Surcharge)

Internal Friction Angle

Service Limit State Allowable Bearing Pressure (1" Settlement)

Service Limit State Bearing Pressure

Nominal Bearing Resistance (Unreduced)

Factored Bearing Pressure

Coefficient Of Friction For Lateral Sliding

Factored Bearing Resistance (Φ=0.45)

0.54 yc = 150 pcf

36 pcf ys = 130 pcf

HL-93

57 pcf

464 pcf

Qa,culv = 2.4 ksf

Qs,culv = 1.45 ksf

Qn,culv = 19.0 ksf

ΦQn,culv = 8.55 ksf

Qu,culv = 2.07 ksf

Site Soil Classification = D

Peak Ground Acceleration (For Site Class B)

Short Period 0.2s SRA (For Site Class B)

Short Period Design 1s SRA (For Site Class B)

Service Limit State Allowable Bearing Pressure (1" Settlement)

Service Limit State Bearing Pressure (B'=7'-11")

Nominal Bearing Resistance (Unreduced)

Factored Bearing Resistance (Φ=0.45)

Factored Bearing Pressure (B'=7'-3")

Coefficient Of Friction For Lateral Sliding

PGA = 0.081g

Ss = 0.189g

S1 = 0.068g

Qa,ww = 5.64 ksf

0.67

Qs,ww = 2.13 ksf

Qn,ww = 9.31 ksf

ΦQn,ww = 4.19 ksf

Qu,ww = 3.06 ksf

Q U A N T I T I E S

DESCRIPTIONITEM QUANTITY UNIT

L I M I T S F O R B A C K F I L L Not To Scale

Compacting Backfill, Crushed Aggregate For Base Type 1 (See Construction Notes This Sheet)

Structural Ex. Sch. 1 (See Construction Notes This Sheet)

L E G E N D

L I M I T S F O R S T R U C T U R A L E X C A V A T I O N Not To Scale

2'-0"2'-0"

4'-0"

Original Grade

Proposed Culvert

2'-0"

Original Grade

4'-0"

2'-0" Proposed Culvert

Φ = 34 deg

S2

Removal Of Obstructions0201.4.1.C.1 Structural Excavation Schedule 10204.4.1.A.1 Compacting Backfill0204.4.3.A.1 Dewatering0205.4.1.B.1

Reinforcing Steel0702.4.2.A.1 Concrete (Cast-In-Place) - Class 4000A0703.4.1.A.1 Box Culvert (4 Sides) 16' Span x 6' Rise0704.4.1.B.1 Miscellaneous Precast Structure (Wing Wall)0704.4.1.D.1

0802.4.1.A.1 Riprap/Erosion Control Geotextile2050.4.1.B.1 Concrete Waterproofing SystemSP 07025 Bike RailingSSP 20107

Crushed Aggregate For Base Type 1

Loose Riprap0206.4.1.H.3

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A L I R I G E B

17591

LS

CY

CY

LS

LB

CY

LF

EA

SY

SY

LF

CY

CY

2,171 16.0

IR

Design By: A. Rigeb Date: 01/03/2025 Date: 01/03/2025Drawn By: C. Schreiner

S I G N A T U R E S

D E T A I L T I T L E

Inlet Details

Sheet Ada County Highway District Project Number: 2240083775 Adams Street, Garden City, Idaho, 83714 www.achdidaho.org Project Name: MUNGER ROAD BRIDGE #1005

9175 W Black Eagle Dr Boise, ID 83709

Phone: 208.900.9049

I N L E T P L A N 3/8" = 1'-0"

I N L E T E L E V A T I O N 3/8" = 1'-0"

17'-6" Min.

Apron/Cut Off Wall

(T yp

D o w e ls

S p s

(T yp E a ch

S id e

Elev. 2453.67

Top Of Ftg.

Elev. 2451.67 (Typ.)

Elev. 2465.35

13'-0"18'-0"

(T yp

(T yp

S3

18'-0" 13'-0"

8'-0"8'-0"

9" Min.

17'-6" Min.

18 - #5 Stirrups *, 17 Sps. @ 12" = 17'-0"

℄ Bridge 1'-0"

Closure Pour (Typ.)

3"

9" Min.

3"

* See Note 1

/8

Finished Grade At Open Face Of Wall (Typ.)

Bike Railing

℄ Bridge

Precast Wing Wall (Typ.)

Headwall

Finished Grade At Fill Face Of Wall

N O T E S

1. Dowels & Stirrups To Be Cast In End Section Of Precast

Box Culvert.

2. For Closure Pour Details, Section A-A And Section B-B, See Sheet S5.

3. For Bike Railing Details, See Sheet S6.

B

B

A

A

(T yp

A

A

O pe n F ac e

F ill

F ac e

1'-0" Closure

Pour (Typ.)

Existing Irrigation Box (Preserve & Protect)

(Bot. Of Box Elevation Approx. 2459.00)

Existing 30" Aerial Pipe (Preserve & Protect)

DETAIL A

1/8" = 1'-0"

M

In

CL Munger Road

#5 Dowels (See Note 1) (Typ)

18 - #5 Dowels *, 17 Sps. @ 12" = 17'-0"

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A L I R I G E B

17591

Proposed Precast Wing Wall

DETAIL B

1/8" = 1'-0"

'-4

M in.

Existing Buried 24" PVC (Preserve & Protect)

Existing Irrigation Manhole (Preserve & Protect)

(Bot. of Manhole Elevation Approx. 2460.50)

Existing 30" Aerial Pipe (Preserve & Protect)

Proposed Precast Wing Wall

CL Munger Road

S I G N A T U R E S

D E T A I L T I T L E

Outlet Details

Sheet Ada County Highway District Project Number: 2240083775 Adams Street, Garden City, Idaho, 83714 www.achdidaho.org Project Name: MUNGER ROAD BRIDGE #1005

9175 W Black Eagle Dr Boise, ID 83709

Phone: 208.900.9049

O U T L E T P L A N 3/8" = 1'-0"

O U T L E T E L E V A T I O N 3/8" = 1'-0"

17'-6" Min.

Apron/Cut Off Wall

11'-0"21'-0"

(T yp

(T yp

(T yp

3"

1'-0" Closure Pour

(Typ.)

S4

D o w e ls

S p s

(T yp E a ch

S id e

Elev. 2464.62

21'-0" 11'-0"

8'-0"8'-0"

18-#5 Stirrups *, 17 Sps. @ 12" = 17'-0"

℄ Bridge 1'-0"

Closure Pour (Typ.)

* See Note 1

/8

17'-6" Min.

Top Of Ftg.

Elev. 2451.55 (Typ.)

Elev. 2453.55

Finished Grade At Open Face Of Wall (Typ.)

Headwall

(T yp

Precast Wing Wall (Typ.)

Bike Railing

℄ Bridge

9" Min.

9" Min.

Finished Grade At Fill Face Of Wall

N O T E S

1. Dowels And Stirrups To Be Cast In End Section Of Precast Box Culvert.

2. For Closure Pour Detail, Section A-A And Section B-B, See Sheet S5.

3. For Bike Railing Details, See Sheet S6.

B

B

A

A

A

A O pe n

F ac e F ill F ac e

3"

18-#5 Dowels *, 17 Sps. @ 12" = 17'-0"

#5 Dowels (See Note 1) (Typ)

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A L I R I G E B

17591

S I G N A T U R E S

D E T A I L T I T L E

Miscellaneous Details

Ada County Highway District Project Number: 2240083775 Adams Street, Garden City, Idaho, 83714 www.achdidaho.org Project Name: MUNGER ROAD BRIDGE #1005

9175 W Black Eagle Dr Boise, ID 83709

Phone: 208.900.9049

N O T E

1. Dowels And Stirrups To Be Cast In End Section Of Precast Box Culvert.

1'-0"

6"

C lr.

C lr.

FILL FACE (F.F.) OPEN FACE (O.F.)

2" Clr.

(Typ.)

E a ch

F a ce

#6 @ 6" (Splices Optional)

#4 @ 12" (Splices Optional)

7-A1~#5

6 Sps. @ 9" = 4'-6" #5 Dowel (See Note 1)

-A

S p s

A3~#5 @ 12"

A2~#5 @ 12"

#4 @ 12"

#6 @ 6"

S E C T I O N A - A 3/4" = 1'-0"

End Section

W A T E R P R O O F I N G D E T A I L Not to Scale

Interior Section

Additional Waterproof Membrane Over Concrete

Bridge/Culvert

Concrete Waterproof Membrane Centered

Over Joints

3'-0 " M in.

10'-0"

C lr.

3" Clr.

(Typ.)

9 Sps. @ 12" = 9'-0"

Headwall Or Box Culvert

Wing Wall

1'-0"

C L O S U R E P O U R D E T A I L Not to Scale

S5

2'-6"

11 ~ #4 Top and Bottom

6"

C3~#5 @ 12"

4-C1~#5 (As Shown)

18-A2~#5, 17 Sps. @ 12" = 17'-0"

℄ Precast Box

A P R O N / C U T O F F W A L L (Typical Inlet & Outlet)

18-#5 Dowels (See Note 1)

17 Sps. @ 12" = 17'-0"

3"3"

S E C T I O N B - B 3/4" = 1'-0"

-H

M a x.

E .F

(P ro vi d e

-H

M a x.

F o r

O u tle t H e a d w a ll)

H2~#5 @ 6" (F.F.)

M in

P ro j.

#5 Stirrups @ 6" (See Note 1)

6" Min, Proj.

5'-0"

PLAN

Top Of Ftg.

H1~#5 @ 12" (O.F.)

ELEVATION

17'-6"

3"18-A2~#5 & 18-A3~#5 Top

17 Sps. @ 12" = 17'-0" 3"

7-A1~#5

-A

S p s

2"

16-A3~#5, 15 Sps. @ 12" = 15'-0"

-A

S p s.

(T yp

E a ch

S id e

4-A3~#5 (Typ. Each Side)4-A1~#5

-A

S p s

(T yp

E a ch

S id e

C2~#5 @ 12"

#5 Dowel @ 12" (See Note 1)

OR H4~#5

M in

E m be d

9"

3/8" = 1'-0"

-A

S p s.

"1

6-H4~#5 @ 12" MAX.

(Provide 5-H4~#5 @ 12" Max. For Outlet Headwall)

HEADWALL ELEVATION

(Inlet Shown, Outlet Similar)

3/8" = 1'-0"

9" Min.

Sheet

35-H2~#5 (F.F.) 34 SPS @ 6" = 17'-0"

18-H1~#5 (O.F.) 17 SPS @ 12" = 17'-0"

3"3"

17'-6"

Top Of Precast Box

Top Of Headwall

M in

P ro j.

M in

E m be d

#5 Stirrup @ 6" (See Note 1) (Typ)

-H

E

.F

-H

M a x.

O u tle t)

-H

E .F

-H

M a x.

In le t)

Inlet Headwall Shown

PR

OFESS I ONA L ENG I NEERL I C E N S E D

S T A T E O F I D A HO

A L I R I G E B

17591

1'-0"

9" Min.

Embed, (Typ.)

S I G N A T U R E S

D E T A I L T I T L E

Bike Railing Details

Sheet Ada County Highway District Project Number: 2240083775 Adams Street, Garden City, Idaho, 83714 www.achdidaho.org Project Name: MUNGER ROAD BRIDGE #1005

9175 W Black Eagle Dr Boise, ID 83709

Phone: 208.900.9049

I N L E T P L A N 3/8" = 1'-0"

6'-6"1'-6"

/2

6"

4"

M in

/2

H ea dw al l

HSS 4x2x1/4" (Round Corners)

HSS 4x2x1/4" @ 6'-6" Max. O.C.

(Round Corners) Interior Picket HSS 1.5x1x1/8" @ 5" Max. O.C.

HSS 4x2x1/4" (Round Corners)

6"x6"x1/4" Plate

5/8" Galvanized Anchor Bolts With 2 Washers &

1 Acorn Nut Ea.

2" Projection Cut Bolts As Required For Acorn

Nuts. 8" Min. Embed

S E C T I O N A - A 1" = 1'-0"

6"x6"x1/4" Plate

B A S E P L A T E D E T A I L 3" = 1'-0"

3/16

3/16

1 1/4"

2"

HSS 4x2x1/4"

11/16" Holes (Typ.)

6'-6" 3'-1" 4'-6" 1'-0"

S6

2'-0" 6'-6" 3'-7" 2'-0" 4'-6"

3/16 To Posts

Bike Rub

4"

O U T L E T P L A N 3/8" = 1'-0"

2'-0" 6'-6" 4'-6" 6'-6" 3'-7" 6'-6"

2'-4" 6'-6"

2'-4" 6'-6" 3'-1" 3'-6" 2'-0" 3'-6"

G E N E R A L N O T E S

1. Anchor Bolts, Nuts and Washers Shall Conform With A.S.T.M. F-1554 Grade 36.

2. Structural Steel Tubing Shall Conform With A.S.T.M. A-500 Grade B or A.S.T.M. A501.

3. Structural Steel Plates And Sleeves Shall Conform With AASHTO M270 Grade 36.

4. All Steel Parts Shall Be Galvanized After Fabrication In Accordance With A.S.T.M. A-123 And A.S.T.M. A-385.

5. Anchor Bolts, Nuts And Washers Shall Be Galvanized In Accordance with A.S.T.M. A-153.

6. All Galvanized Surfaces Shall Be Free Of Fins, Abrasions, Rough Or Sharp Edges, Or Other

Surface Defects.

7. The Railing System Shall Be Powder Coated After Galvanizing With A Minimum Thickness of 3

MILS. The Color Shall be Federal Standard 595 Number 17038 (Black). A Color Sample Shall Be Submitted For Approval.

8. Powder Coating Shop Procedures For Preparation Of The Galvanized Surfaces and Application Process Of The Powder Coating Shall Be Submitted For Approval.

9. Scratches, Pits, and Other Defects Shall Be Repaired In Accordance With The Powder Coating Manufacturer's Written…