Attachment 5 - Drawings Gibb Wash Bridge Replacement.pdf

FOREST LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

GIBB WASH BRIDGE REPLACEMENT

FROM THE CORONADO NATIONAL FOREST SUPERVISORS OFFICE, HEAD NORTH TOWARD W. ALAMEDA

ST FOR 230 FT. TURN LEFT ONTO W. ALAMEDA ST FOR 246 FT. TURN RIGHT ONTO N. GRANADA AVE

FOR 0.6 MI. CONTINUE ONTO N. MAIN AVE FOR 0.6 MI. CONTINUE ONTO N. ORACLE RD FOR 19.8 MI.

CONTINUE ONTO AZ-77N FOR 20.2 MI. TAKE THE REDINGTON RD EXIST TOWARD SAN MANUEL FOR 0.1

MI. TURN RIGHT ONTO S. VETERANS MEMORIAL BLVD FOR 0.8 MI. CONTINUE ONTO N REDINGTON RD /

SAN PEDRO RIVER RD FOR 0.1 MI. CONTINUE ONTO S. VETERANS MEMORIAL BLVD FOR 1.9 MI.

CONTINUE ONTO N. REDINGTON RD / SAN PEDRO RIVER RD FOR 0.3 MI. CONTINUE ONTO S.

VETERANS MEMORIAL BLVD FOR 5.8 MI. TURN RIGHT AT S. REDDINGTON RD FOR 253 FT. CONTINUE

ONTO BLACK HILLS MINE RD FOR 4.6 MI. CONTINUE ONTO FOREST RD 4450 FOR 1.3 MI. CONTINUE

ONTO BLACK HILLS MINE RD FOR 5.1 MI. TURN RIGHT FOR 2.9 MI. TURN LEFT ONTO MT LEMMON RD

FOR 2.6 MI AND PROJECT SITE.

COORDINATES: 32.483545°, -110.706402°

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR DATE

REGIONAL STRUCTURAL ENGINEER DATE

6/2 4/2

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ARIZONA

PIMA COUNTY

(R3) SOUTHWESTERN REGION

CORONADO NATIONAL FOREST

SANTA CATALINA RANGER DISTRICT

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/2 4/2

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(R03)

SOUTHWESTERN REGION

GIBB WASH

BRIDGE

REPLACEMENT

CORONADO

NATIONAL FOREST

SANTA CATALINA

RANGER DISTRICT

NOTES AND QUANTITIES

6/24/2021

P. LANE

P. LANE

C. LUNDGREEN

C-02 002 018

GENERAL NOTES

SPECIFICATIONS: THE WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON

FEDERAL HIGHWAY PROJECTS (FP 14 - US CUSTOMARY UNITS) AS MODIFIED FOR THIS CONTRACT.

DESIGN - LOW PROFILE STEEL STRUCTURAL PLATE CULVERT : THIS STRUCTURE TO BE DESIGNED FOR HL-93 LOADING IN ACCORDANCE WITH AASHTO

LFRD BRIDGE DESIGN SPECIFICATIONS 9TH EDITION. REFER TO STANDARD AND SUPPLEMENTAL SPECIFICATION 603.

THE CULVERT MANUFACTURER IS RESPONSIBLE TO DESIGN THE CULVERT, INCLUDING BUT NOT LIMITED TO:

· METAL THICKNESS

· STRUCTURAL PLATE CORRUGATION

· MINIMUM AND MAXIMUM COVER WITHIN AMOUNT SHOWN ON DRAWINGS

· STRUCTURAL BACKFILL OR BACKFILL MATERIAL ZONES IN ACCORDANCE WITH MANUFACTURER'S DESIGN AND MINIMUM VALUES SHOWN ON

DRAWINGS.

· REINFORCED CONCRETE THRUST BEAM

· BASE CHANNEL DETAIL

DESIGN DATA:

· ALLOWABLE BEARING PRESSURE ON BEDROCK: 20,000 PSF

· STRUCTURAL BACKFILL AND MSE BACKFILL SOIL UNIT WEIGHT: 130 PCF

· STRUCTURAL BACKFILL AND MSE BACKFILL ANGLE OF INTERNAL FRICTION: 34°

· ROADWAY DESIGN SPEED: 20 MPH

STRUCTURE SHOP DRAWINGS: INCLUDE LOADING CRITERIA, MATERIAL PROPERTIES, MINIMUM AND MAXIMUM COVER AND INSTALLATION REQUIREMENTS.

CO APPROVAL OF THE SHOP DRAWINGS IS FOR QUALITY ASSURANCE PURPOSES. THE CONTRACTOR IS RESPONSIBLE FOR THE CONFORMANCE OF ALL

MATERIALS AND WORKMANSHIP WITH CONTRACT REQUIREMENTS.

DESIGN - WELDED WIRE MSE (MECHANICALLY STABILIZED EARTH) WALL: THIS STRUCTURE HAS BEEN DESIGNED FOR HL-93 LOADING AND IN

ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 9TH EDITION.

DESIGN DATA:

· ALLOWABLE BEARING PRESSURE ON BEDROCK: 20,000 PSF

· STRUCTURAL BACKFILL AND MSE BACKFILL UNIT WEIGHT: 90 TO 130 PCF

· STRUCTURAL BACKFILL AND MSE BACKFILL ANGLE OF INTERNAL FRICTION: 34°

· SEISMIC PEAK GROUND ACCELERATION COEFFICIENT, As: 0.15

· FREE DRAINING BACKFILL

WELDED WIRE WALL SHOP DRAWINGS: SEE SPECIFICATION 255

GEOTECHNICAL: NO SUB-SURFACE SOIL INVESTIGATION. NOTIFY CO AFTER EXCAVATION TO FOUNDATION ELEVATION.

UTILITIES: THERE ARE NO KNOWN UTILITIES AT THIS SITE.

IN-STREAM WORK WINDOW: OCTOBER 1ST - DECEMBER 15TH, MARCH 1ST - JUNE 14TH

HOURS OF OPERATION : NO FED HOLIDAYS OR WEEKENDS UNLESS APPROVED BY THE CO.

NOXIOUS WEED CONTROL: ALL CONSTRUCTION EQUIPMENT SHALL BE CLEANED AND POWER WASHED AND FREE OF DIRT & DEBRIS PRIOR TO ENTRY ON

NATIONAL FOREST LANDS.

ARCHEOLOGICAL SITES: SHOULD ARCHEOLOGICAL OR PALENTOLOGICAL REMAINS OR SPECIMENS BE DISCOVERED, SUSPEND OPERATIONS AT THE

DISCOVERY SITE AND NOTIFY THE CO.

CLEARING LIMITS: CLEARING LIMITS ARE 10 FEET BEYOND EDGE OF IMPROVEMENTS AND NEW CONTOURS SHOWN.

EXCAVATION: THE CONTRACTOR MAY USE EXCESS EXCAVATION IF THE MATERIAL MEETS THE REQUIREMENTS OF THE APPLICABLE STANDARD AND SUPPLEMENTAL SPECIFICATIONS. ANY EXCESS AND UNSUITABLE EXCAVATION SHALL BE USED TO RECONTOUR THE EXISTING ROAD AND PAID FOR

UNDER 21102.

DEWATERING AND EROSION AND SEDIMENT CONTROL PLAN: SUBMIT BOTH DEWATERING AND EROSION AND SEDIMENT CONTROL PLANS TO THE CO FOR APPROVAL AT LEAST 15 DAYS PRIOR TO BEGINNING THE WORK. SEE SECTION 157 AND 648 OF THE SUPPLEMENTAL SPECIFICATIONS FOR DETAILS. DO

NOT PUMP WATER FROM EXCAVATIONS DIRECTLY INTO THE LIVE STREAM.

· EROSION CONTROL DEVICES: LOCATIONS OF EROSION CONTROL DEVICES AND SEDIMENT BASINS SHALL BE APPROVED BY THE CO. REFER TO

SUPPLEMENT SPECIFICATION SECTION 157.

· SEEDING: SEED AND MULCH ALL DISTURBED SOIL NOT WITHIN TRAVELED WAY OF ROAD OR STREAMBED. USE APPROVED SEED MIX AS REQUIRED IN

SECTION 625 OF THE SPECIFICATIONS.

STAGING AREAS: STAGING AREAS SHALL BE APPROVED BY THE CO.

TRAFFIC CONTROL: SEE SHEET C-03 AND SPECIFICATION 156.

CONCRETE: CLASS A. 28-DAY COMPRESSIVE STRENGTH TO BE 4,500 PSI WITH AN ENTRAINED AIR CONTENT OF 5% ±1%. FINISH ALL ELEMENTS WITH AN

ORDINARY SURFACE FINISH. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4"

REINFORCING STEEL: USE REINFORCING STEEL OF THE DEFORMED TYPE CONFORMING TO AASHTO M31 (ASTM A615) GRADE 60. CUT AND BEND

REINFORCING STEEL IN CONFORMANCE WITH ACI SP-66. SEE FP-14 SECTION 554. LAP SPLICE BARS 2' MIN.

HARDWARE AND STRUCTURAL STEEL: HARDWARE SHALL MEET ASTM A307 OR ASTM 449 AND BE GALVANIZED ACCORDING TO ASTM A153.

WEATHERING AGENT: APPLY REACTIVE COLORANT FINISH TO GUARDRAILS, POSTS, TERMINALS, MSE WALL REINFORCEMENT AND BACKING MATS.

REACTIVE COLORANT AGENT TO BE NATINA OR APPROVED EQUAL. SEE SUPPLEMENTAL SPECIFICATION 563.

HYDROLOGY AND HYDRAULICS: THIS STRUCTURE IS DESIGNED TO PASS:

· Q100 AT 1,340 CFS WITH 30% BLOCKAGE: 4.7 FEET FREEBOARD AND FILL RATIO OF 0.70

· Q500 AT 2,290 CFS WITH 0% BLOCKAGE: 4.0 FEET FREEBOARD AND FILL RATIO OF 0.74

SUMMARY OF QUANTITIES

15101: INCLUDES BONDING, FIRE PROTECTION AND EQUIPMENT CLEANING

15201: SURVEY AND STAKING FOR STRUCTURES INCIDENTAL AND IN ACCORDANCE WITH FSSS TABLE 152-1

20416: INCLUDES HAUL OR PROCESSING OF EXCAVATION. INCLUDES ALL SELECT BORROW AND UNCLASSIFIED BORROW.

20801: INCLUDES DEWATERING, BENCHING INTO BEDROCK FOR FOUNDATION AND MSE WALL

25501: INCLUDES HAUL OR PROCESSING OF EXCAVATION

55201: INCLUDES REINFORCEMENT

60201: INCLUDES EXCAVATION, BEDDING, BACKFILL, COMPACTION, DITCH DAM AND RIPRAP ENERGY DISSIPATER

64851: INCLUDES SHAPING RESTORED CHANNEL AND 70 CY OF CLASS 4 RIP RAP BANKS

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/2 4/2

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(R03)

SOUTHWESTERN REGION

GIBB WASH

BRIDGE

REPLACEMENT

CORONADO

NATIONAL FOREST

SANTA CATALINA

RANGER DISTRICT

TRAFFIC PHASING

P. LANE

P. LANE

C. LUNDGREEN

C-03

TRAFFIC NOTES:

1. SEE SPECIFICATIONS FSSS 156

2. WORK IS DIVIDED INTO FOUR CONSECUTIVE TRAFFIC PHASES:

A. PROJECT STARTUP AND WORK OUTSIDE EXISTING ROAD PRISM. ACCOMMODATE ALL PUBLIC TRAFFIC ACCORDING TO MUTCD, APPROVED

TRAFFIC CONTROL PLAN AND FSSS 156. DELAYS TO PUBLIC TRAFFIC NOT TO EXCEED 15 MINUTES.

B. PROJECT CONSTRUCTION. SIGN FOR NO TRUCK TRAFFIC. PHASE LIMITED TO FOUR CONSECUTIVE WEEKS. ACCOMMODATE NON-TRUCK

PUBLIC TRAFFIC ACCORDING TO MUTCD, APPROVED TRAFFIC CONTROL PLAN AND FSSS 156. DELAYS TO PUBLIC TRAFFIC NOT TO

EXCEED 15 MINUTES. DURING THIS PHASE, MAINTAIN A MINIMUM 10 FOOT WIDE LANE ON THE ORIGINAL BRIDGE AND ROADWAY.

C. PROJECT CONSTRUCTION AND TIE IN. CLOSE ROAD. PHASE LIMITED TO FOUR CONSECUTIVE DAYS.

D. PROJECT CLOSEOUT, EXISTING BRIDGE DEMOLITION AND ROADWAY OBLITERATION. ACCOMMODATE ALL PUBLIC TRAFFIC ACCORDING TO

MUTCD, APPROVED TRAFFIC CONTROL PLAN AND FSSS 156. DELAYS TO PUBLIC TRAFFIC NOT TO EXCEED 15 MINUTES.

3. CO TO APPROVE SIGN LOCATIONS

4. MAINTAIN EXISTING BRIDGE AND ROADWAY DURING PHASES A AND B.

PHASE SIGNAGE:

PHASE A AND D: SIGN PER MUTCD, APPROVED TRAFFIC CONTROL PLAN AND FSSS 156.

PHASE B: PROVIDE 3 SETS OF SIGNAGE AT LOCATIONS AND DISTANCES TO PROJECT INDICATED. MOUNT R5-2 BELOW W20-1.

PHASE C: PROVIDE SIGNAGE AND BARRICADES PER BELOW.

PROJECT LOCATION

ORACLE 8.5 MI

TUCSON 24 MI

SIGN LOCATION

DISTANCE = 7 MI

SIGN LOCATION

DISTANCE = 1 MI

SIGN LOCATION

DISTANCE = 10 MI

W20-1

36" x 36"

R5-2

24" x 24"

BARRICADE

TYPE III

R11-2-48X30

BARRICADE

TYPE III

F R

PROJECT

LOCATION

W20-3 (30x30)

R11-3a (60x30)

W20-3 (30x30)

SIGN LOCATION

IDENTIFIED ON MAP

6/24/2021

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ROAD

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WORK

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XX MILES

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ROAD

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CLOSED

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ROAD

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CLOSED

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1000 FEET

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ROAD

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CLOSED

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500 FEET

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ROAD CLOSED

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XX MILE AHEAD

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LOCAL TRAFFIC ONLY

jennalivingston Line

EXIST USER ROAD

EXIST EDGE OF ROAD

DEMO "NARROW BRIDGE" SIGN

EXIST GUARDRAIL

EXIST EDGE OF ROAD

EXIST DITCH

DEMO "NARROW BRIDGE" SIGN

CP 1

CP 2

CP 4

CP 3

EXIST DITCH

18" CMP

MASONRY HEADWALL ON OUTLET

INLET: 998.9

OUTLET: 995.8

18" CMP

INLET: 1014.6

OUTLET: 1010.8

EDGE OF WATER

NOV 2018

G I B

B S

W A

S H

ROADWAY OBLITERATION (TYP)

SEE SHEET C-07

DEMOLISH EXISTING BRIDGE, GUARDRAILS,

CONCRETE PIER, TIMBER ABUTMENTS,

WINGWALLS AND TIE BACKS

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DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/2 4/2

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(R03)

SOUTHWESTERN REGION

GIBB WASH

BRIDGE

REPLACEMENT

CORONADO

NATIONAL FOREST

SANTA CATALINA

RANGER DISTRICT

EXISTING CONDITIONS

AND DEMOLITION PLAN

P. LANE

P. LANE

C. LUNDGREEN

C-04

80' 0 80' 160' 240'

6/24/2021

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START CONSTRUCTION

STA 1+20

END CONSTRUCTION

STA 6+75

MAINTAIN EXISTING CULVERT

CONTOUR FOR MIN 3' ELEVATION

DIFFERENCE BETWEEN EXISTING AND

NEW ROAD TO PREVENT ACCESS

P

C

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L

Δ

R

L

Δ

R

TIE IN NEW DITCH TO EXISTING

TIE IN NEW DITCH TO EXISTING

NEW/EXISTING EDGE OF ROAD

STA 1+29.0

NEW 24" Ø CMP

SKEW 15° LEFT FORWARD

INLET: 999.7

OUTLET: 999.2

NEW 28'-1" x 9'-6" STEEL

STRUCTURAL PLATE LOW

PROFILE ARCH WITH

WELDED WIRE HEADWALLS

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CONTOUR FOR MIN 3' ELEVATION

DIFFERENCE BETWEEN EXISTING AND

NEW ROAD TO PREVENT ACCESS

0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50

-5.28%

-1.03%

6.5 3%

PVI STA: 1+40.79

PVI ELEV: 1002.48

K: 15.00

LVC: 63.86

V

S

A

L E

V

A

E

V

PVI STA: 6+51.22

PVI ELEV: 997.25

K: 23.27

LVC: 175.91

A

E

V

A

E

V

GIBB WASH CROSSING

SEE SHEETS C-10 AND C-11

EXISTING GROUND

NEW ROAD PROFILE

START ROAD CONSTRUCTION

STA 1+20

END ROAD CONSTRUCTION

STA 6+75

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DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/2 4/2

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(R03)

SOUTHWESTERN REGION

GIBB WASH

BRIDGE

REPLACEMENT

CORONADO

NATIONAL FOREST

SANTA CATALINA

RANGER DISTRICT

ROAD PLAN AND PROFILE

P. LANE

P. LANE

C. LUNDGREEN

C-05

80' 0 80' 160' 240'

6/24/2021

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10'

UPPER CLEARING

LIMITS

LOWER CLEARING

LIMITS

10'

1 H (MIN) : 1 V

SURFACING

1.5 H (MIN) : 1 V

1' MIN TO SLOPE BREAK

6" SELECT BORROW

UNCLASSIFIED

BORROW OR

BEDROCK

OUTSLOPE 2%

14' MIN SURFACING WIDTH

SEE TABLES C-08 AND C-09

1'

1'

1'

1'

UNCLASSIFIED

BORROW

10'

UPPER CLEARING

LIMITS

LOWER CLEARING

LIMITS

10'

1 H (MIN) : 1 V

4" SURFACING

EXISTING GROUND

SURFACE

1 H (MIN) : 1 V

1' MIN TO SLOPE BREAK

6" SELECT BORROW

UNCLASSIFIED

BORROW OR

BEDROCK

INSLOPE 2%

14' MIN SURFACING WIDTH

SEE TABLES C-08 AND C-09

1'

1' 1'

1'

HEADWALLS

SURFACING

STRUCTURAL

BACKFILL

14'

CROWN AT 2%

2% 2%

4'

10H:1V

3'±

SLOPE TO HEADWALL

1.5H (MIN) : 1V

4'

10H:1V

3'±

SLOPE TO HEADWALL

1.5H (MIN) : 1V

HEADWALLS

SURFACING

SELECT BORROW

14'

CROWN AT 2%

2% 2%

4'

10H:1V

3'±

SLOPE TO HEADWALL

1.5H (MIN) : 1V

4'

10H:1V

3'±

SLOPE TO HEADWALL

1.5H (MIN) : 1V

MSE BACKFILL

NOTES:

1. SURFACING TO BE 4" COMPACTED AGGREGATE SURFACE COURSE,

GRADE G

2. SURFACE WIDTHS VARY, MIN 14'. SEE TABLES.

3. * DITCH SIDE SLOPE 1.5 H (MIN) : 1 V

4. DITCH TO DRAIN AT 0.5%

5. AT CONTRACTOR'S OPTION, THE EXCAVATION MAY DAYLIGHT AT 2%

INSTEAD OF 1H:1V CUT BANK. NO PAYMENT FOR THE ADDITIONAL

EXCAVATION QUANTITIES WILL BE PAID.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/2 4/2

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(R03)

SOUTHWESTERN REGION

GIBB WASH

BRIDGE

REPLACEMENT

CORONADO

NATIONAL FOREST

SANTA CATALINA

RANGER DISTRICT

TYPICAL ROAD SECTIONS

P. LANE

P. LANE

C. LUNDGREEN

C-06

SCALE: NTS D2

TYP ROAD SECTION STA 1+20 TO 3+55

SCALE: NTS A2

TYP ROAD SECTION STA 4+38 TO 6+75

SCALE: NTS C4

TYP ROAD SECTION STA 3+55 TO 3+77 AND 4+18 TO 4+38

SCALE: NTS D4

TYP ROAD SECTION STA 3+77 TO 4+18

6/24/2021

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FS

Text Box 4" garrettport Polygon garrettport Polygon

FS

Text Box 4"

FS

Text Box 4" garrettport Polygon

P E

R

M

A N

U F

A C

T U

R E

E

C I F

I C

A T

I O

N S

1-1/2 PIPE DIA.

OR 5' MIN.

V

H

ROAD

SURFACE

24" Ø GALVANIZED CMP

MIN 0.064" WITH 2 2/3" X 1/2"

CORRUGATIONS

2' MIN

C

U

L

V

E

R

T

TOP OF

CUTSLOPE

NORMAL

DITCH

SUBGRADE

SHOULDER

CUTSLOPE

DITCH DAM

HEADWALL

1'

1.5 x DIA.

D I A

D I A

DIA.

V

H

V

H

CATCH BASIN ELEVATION

CROSS SECTION OF DITCH DAM

SUBGRADE

DITCH DAM

SUBGRADE

NATIVE

MATERIAL

BLEND WITH ADJACENT TO

ORIGINAL GROUND SLOPE

TO AVOID TRAPPING WATER

O

U

T

S

L

O

U

R

F

A

C

E

EXISTING ROAD

1.5' DEPTH

PLACE LOOSE

FILL

REMOVE

ROAD

EMBANKMENT

TOE OF FILL

NOTES:

1. REMOVE SUFFICIENT AMOUNT OF ROAD EMBANKMENT AND PLACE AS FILL

ON IN-SLOPE SIDE OF ROAD TO ACHIEVE POSITIVE DRAINAGE ACROSS

ENTIRE ROAD PRISM.

2. PLACE ANY ADDITIONAL EXCESS BORROW FROM ROAD CONSTRUCTION ON

IN-SLOPE OF ROAD.

3. SEED ALL DISTURBED AREAS.

4. PLACE EXCAVATED OR EXISTING SLASH ONTO RECONTOURED SLOPE.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/2 4/2

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AS

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AN

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IB

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AS

H

BA

SE

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G;

(R03)

SOUTHWESTERN REGION

GIBB WASH

BRIDGE

REPLACEMENT

CORONADO

NATIONAL FOREST

SANTA CATALINA

RANGER DISTRICT

ROAD DETAILS

P. LANE

P. LANE

C. LUNDGREEN

C-07

SCALE: NTS D2

PIPE CULVERT

SCALE: NTS D2

DITCH CATCH BASIN

SCALE: NTS D2

DITCH DAM

SCALE: NTS D2

ROAD OBLITERATION

6/24/2021

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0+75

0 10 20 30 400-10-20-30-40

1+00

0 10 20 30 400-10-20-30-40

1+25

0 10 20 30 400-10-20-30-40

1+50

0 10 20 30 400-10-20-30-40

1+75

0 10 20 30 400-10-20-30-40

2+00

0 10 20 30 400-10-20-30-40

2+25

0 10 20 30 400-10-20-30-40

2+50

0 10 20 30 400-10-20-30-40

2+75

0 10 20 30 400-10-20-30-40

3+00

0 10 20 30 400-10-20-30-40

3+25

0 10 20 30 400-10-20-30-40

3+50

0 10 20 30 400-10-20-30-40

3+75

0 10 20 30 400-10-20-30-40

4+00

0 10 20 30 400-10-20-30-40

4+25

0 10 20 30 400-10-20-30-40

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/2 4/2

1 1 2:

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AD

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GI

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AS

H\

PL

AN

S\

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IB

B W

AS

H

BA

SE

.D W

G;

(R03)

SOUTHWESTERN REGION

GIBB WASH

BRIDGE

REPLACEMENT

CORONADO

NATIONAL FOREST

SANTA CATALINA

RANGER DISTRICT

ROAD SECTIONS

P. LANE

P. LANE

C. LUNDGREEN

C-08 008 018

NOTES:

1. QUANTITIES IN TABLE ARE APPROXIMATE. CONTRACT

QUANTITIES ARE LISTED ON THE SUMMARY OF QUANTITIES

ON SHEET C-02.

2. QUANTITIES INCLUDE ROADWAY EXCAVATION TO SUBBASE

AND DITCH, SELECT BORROW, SURFACING, STRUCTURAL

BACKFILL ABOVE EXISTING GROUND AND MSE BACKFILL.

3. QUANTITIES DO NOT INCLUDE CLEARING AND GRUBBING,

STRUCTURE EXCAVATION, STRUCTURAL BACKFILL UP TO THE

EXISTING GROUND OR OBLITERATION.

6/24/2021

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4+50

0 10 20 30 400-10-20-30-40

4+75

0 10 20 30 400-10-20-30-40

5+00

0 10 20 30 400-10-20-30-40

5+25

0 10 20 30 400-10-20-30-40

5+50

0 10 20 30 400-10-20-30-40

5+75

0 10 20 30 400-10-20-30-40

6+00

0 10 20 30 400-10-20-30-40

6+25

0 10 20 30 400-10-20-30-40

6+50

0 10 20 30 400-10-20-30-40

6+75

0 10 20 30 400-10-20-30-40

7+00

0 10 20 30 400-10-20-30-40

7+25

0 10 20 30 400-10-20-30-40

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/2 4/2

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IB

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AS

H

BA

SE

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G;

(R03)

SOUTHWESTERN REGION

GIBB WASH

BRIDGE

REPLACEMENT

CORONADO

NATIONAL FOREST

SANTA CATALINA

RANGER DISTRICT

ROAD SECTIONS

P. LANE

P. LANE

C. LUNDGREEN

C-09 009 018

6/24/2021

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L

Δ

R

EDGE OF ROAD

ROAD OBLITERATION

SEE SHEET C-07

℄ STRUCTURE

℄ ROAD STA 3+97.6

THALWEG STA 2+82.0

℄ ROAD STA 3+96.6

NEW 28'-1 x 9'-6"

STRUCTURAL PLATE

LOW PROFILE ARCH

HEADWALLS (TYP)

SEE SHEET C-13 AND C-14

DITCH TO DRAIN

DITCH TO DRAIN

A

N

G

E

R

M

I

N

A

L

T

A N

G E

N T

T E

R M

IN

A

L

68'-9

N

G

E

R

M

I

N

A

L

25' TANGENT TERMINAL

56'-3

0+00 0+50 0+68

FLOW

28' L x 28'-1" MAX

SPAN x 9'-6" RISE

SEE SHEET C-14

FOR WALL

ELEVATIONS

EL. 999.84

28'-6" CAST IN PLACE

CONCRETE FOOTING

2+45 2+95

3+13

3+50 4+00 4+50

4" COMPACTED

AGGREGATE SURFACE

COURSE, GRADE G

TYP

STRUCTURE

EXCAVATION

LIMITS

TYP

STRUCTURAL

BACKFILL

LIMITS

NOTES:

1. SEE SHEET C-12 FOR FOUNDATION

2. SEE SHEET C-15 FOR STREAM RESTORATION

3. SEE SHEETS C-16 TO C-18 FOR GUARDRAILS. FLARE

TERMINALS AT 25:1. APPLY WEATHERING AGENT TO

GUARDRAILS, POSTS AND TERMINALS. SEE NOTES ON SHEET

C-2.

4. BENCH INTO EXISTING SLOPES AS REQUIRED TO PROVIDE

ADEQUATE WIDTH FOR COMPACTION EQUIPMENT AND FOR

OSHA EXCAVATION LIMITS. BLEND NEW MATERIAL WITH

EXISTING. COST FOR BENCHING IS INCIDENTAL TO 20801.

5. WIDTH OF STRUCTURAL BACKFILL ZONE IS 6 FEET FROM

CULVERT, OR AS DESIGNED BY CULVERT MANUFACTURER.

6. WATER LEVELS SHOWN WITHOUT BLOCKAGE

SEE NOTE 5

STRUCTURE EXCAVATION

STRUCTURAL BACKFILL

CLASS 4 RIP RAP

WALL BACKFILL LIMITS

Q500 = 991.0

Q100 = 987.3

BANKS TO EL. 983± IN MIDDLE OF STRUCTURE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/2 4/2

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AS

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B W

AS

H

BA

SE

.D W

G;

(R03)

SOUTHWESTERN REGION

GIBB WASH

BRIDGE

REPLACEMENT

CORONADO

NATIONAL FOREST

SANTA CATALINA

RANGER DISTRICT

CULVERT PLAN AND

DETAILS

P. LANE

P. LANE

C. LUNDGREEN

C-10

PLAN VIEW

PROFILE AT ℄ CULVERT

CULVERT SECTION

10' 0 10' 20' 30'

A

C

6/24/2021

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LAYOUT PT 1

LAYOUT PT 2

LAYOUT PT 3

LAYOUT PT 4

ABUTMENT 2

ABUTMENT 1

HEEL ANCHORS

SEE SHEET C-12

STEMWALL ANCHORS

SEE SHEET C-12

S

T E

M W

A L L

F

O O

T I N

G

LAYOUT POINT

STRUCTURE SPAN

S T

R U

C T

U R

E

T

O T

A L

R

I S

E

STRUCTURE BOTTOM ELEVATION = 985.50

NOTE: SEE

SHEET C-12 FOR

BASE CHANNEL

H = 6" MIN TO 24" MAX

H

2 X H

CONTINUE TOP AND

BOTTOM LONGITUDINAL

REINFORCEMENT

5 EA #5 ADDITIONAL

REINFORCEMENT

STEMWALL

0+00 0+40

0+00 0+40

FLOW

FLOW

EL 985.50

BOTTOM OF CHANNEL

BOTTOM OF CULVERT

SEE NOTE 1

ROCK ANCHORS

SEE SHEET C-12

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/2 4/2

1 1 2:

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PL

AN

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IB

B W

AS

H

BA

SE

.D W

G;

(R03)

SOUTHWESTERN REGION

GIBB WASH

BRIDGE

REPLACEMENT

CORONADO

NATIONAL FOREST

SANTA CATALINA

RANGER DISTRICT

CULVERT DETAILS

P. LANE

P. LANE

C. LUNDGREEN

C-11

5' 0 5' 10' 15'

SCALE: NTS C2

FOUNDATION LAYOUT

SCALE: NTS C5

FOUNDATION LAYOUT POINTS

SCALE: NTS C5

OPTIONAL FOUNDATION STEP

SCALE: NTS C5

ABUTMENT 2 PROFILE

SCALE: NTS C5

ABUTMENT 1 PROFILE

NOTES:

1. BOTTOM OF FOOTING TO BE A MINIMUM

OF 6" BELOW GRADE AND PLACED

DIRECTLY ON BEDROCK.

2. EXCAVATE BEDROCK TO LEVEL ±2".

3. BOTTOM OF FOUNDATIONS ARE SHOWN

AT SAME ELEVATION. CONTRACTOR MAY

OPTIONALLY PLACE FOUNDATION STEPS

AS SHOWN ON THIS SHEET WITH NO

ADJUSTMENT TO QUANTITIES.

6/24/2021

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1'-6" 1'-3" 1'-6"

4'-3"

M

A X

#4 U-BAR

24" O.C.

0'-9"

6"

#5 VERT

@ 6" O.C.

12"

(5) #4 x CONT. TOP AND BOTTOM

#5 x 3'-9" @ 12"

3" CLR

SEE NOTE 1

NOTES:

1. CULVERT MANUFACTURER TO DESIGN STEEL CHANNEL CONNECTION OF STRUCTURE TO

FOOTING.

2. EXTEND VERTICAL REBAR TO 2" OF TOP OF STEMWALL AND 3" OF BOTTOM OF

FOUNDATION.

3. THE FOOTING LENGTH IS 6 INCHES LONGER THAN THE STRUCTURE. PLACE 3 INCHES OF

GROUT BETWEEN END OF STRUCTURE AND END OF FOOTING.

4. CONCRETE COVER 2" UNLESS SHOWN OTHERWISE

5. HORIZONTAL #4 REINFORCING MAY BE SPLICED WITH LAP LENGTH OF 18" MIN

6. SEE C-11 FOR OPTIONAL FOUNDATION STEP, LAYOUT POINTS AND STRUCTURE

CONNECTION POINT.

#5 VERT @ 12" O.C.

x

C

O N

T

E

A C

H

F A

EMBANKMENT

SIDE

STREAM

SIDE

#5 x 3'-9" @ 6"

HEEL ANCHORS

#6 @ 5'-3"±

STEMWALL ANCHORS

#6 @ 2'-6"

EMBANKMENT SIDE

STREAM SIDE

1' 1'

6" 6"

1 2

EMBANKMENT

SIDE

STREAM

SIDE

STEMWALL ANCHOR

#6 DOWEL IN 1.75" Ø HOLE

HEEL ANCHOR

#6 DOWEL IN 1.75" Ø HOLE

E

M B

E D

M E

I

B

D

R O

C K

1'-6"

E

M B

E D

M E

N T

I N

B

D

R O

C K

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/2 4/2

1 1 2:

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IB

B W

AS

H

BA

SE

.D W

G;

(R03)

SOUTHWESTERN REGION

GIBB WASH

BRIDGE

REPLACEMENT

CORONADO

NATIONAL FOREST

SANTA CATALINA

RANGER DISTRICT

FOUNDATION DETAILS

P. LANE

P. LANE

C. LUNDGREEN

C-12

SCALE: NTS C2

FOUNDATION DETAIL

SCALE: NTS C2

ANCHOR DETAIL

SCALE: NTS C2

ANCHOR PLAN

6/24/2021

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0+00

0+08

0+16

0+24

0+32

0+40

0+48

0+56

0+64

0+72

0+80

0+32

0+40

0+48

0+56

0+64

0+72

0+80

0+88

80'

64'

F L O

W

OUTLINE OF

REINFORCEMENT MAT, TYP

LAYOUT PT H1

LAYOUT PT H3

LAYOUT PT H4

LAYOUT PT H5

LAYOUT PT H2

FOOTING (TYP)

M S

E

W

A L L

H

E I G

H

M

A X

4'

10H:1V

3'±

1.5H (MIN) : 1V

14' ROAD

H

W

L L

B

A T

T E

R

6" MIN EMBEDMENT

IN BEDROCK

BOTTOM REINF LAYER

SLOPE TO MATCH ELEVATION

OF BOTTOM OF FOOTING

16' REINF LENGTH

ADD (1) ADDITIONAL REINFORCEMENT AT MID

POINT OF LIFT ON SECTION ADJACENT TO

FOUNDATION. SEE LOCATION C-14

2' REINF. SPACING

EXISTING GROUND

TOP HORIZONTAL MAT

EL 996.40 UPSTREAM

EL 997.15 DOWNSTREAM

TOP CAP MAT

EL VARIES, SEE SHEET C-14

MSE BACKFILL / STRUCTURAL BACKFILL

SEE NOTES

SELECT BORROW / STRUCTURAL BACKFILL

SEE NOTES

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/2 4/2

1 1 2:

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LA

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C :\U

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AS

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IB

B W

AS

H

BA

SE

.D W

G;

(R03)

SOUTHWESTERN REGION

GIBB WASH

BRIDGE

REPLACEMENT

CORONADO

NATIONAL FOREST

SANTA CATALINA

RANGER DISTRICT

HEADWALL PLAN AND

DETAILS

P. LANE

P. LANE

C. LUNDGREEN

C-13

5' 0 5' 10' 15'

SCALE: NTS A5

WALL SECTION

SCALE: 1" = 5' C2

HEAD WALL PLAN

MSE WALL NOTES

1. USE A MECHANICALLY-STABILIZED EARTH (MSE) WALL WITH HILFIKER WELDED WIRE WALL OR EQUAL, MANUFACTURER'S INSTALLATION INSTRUCTIONS

AND RECOMMENDATIONS AND THE FOLLOWING. ALTERNATE WALL CONFIGURATIONS MAY BE SUBMITTED TO THE CO FOR REVIEW.

1.1. W9.5 (Ø= 0.348") x 8" LONGITUDINAL WIRES (PERPENDICULAR TO WALL FACE) EXCEPT CAP AND TOP PRONGLESS MAT

1.2. W4 (Ø= 0.226") x 21" TRANSVERSE WIRES (PARALLEL TO WALL FACE) EXCEPT CAP AND TOP PRONGLESS MAT

1.3. W7 (Ø = 0.299") x 8" LONGITUDINAL WIRES (PERPENDICULAR TO WALL FACE) CAP AND TOP PRONGLESS MAT

1.4. W3.5 X 12" (Ø = 0.211") TRANSVERSE WIRES (PARALLEL TO WALL FACE) CAP AND TOP PRONGLESS MAT

1.5. ALL REINFORCING STEEL YIELD STRENGTH = 65 KSI

1.6. HOT DIP GALVANIZE (MIN 2.0 OZ PER SQ SF) ALL STEEL REINFORCING AND BACKING MAT IN ACCORDANCE WITH ASTM A-123.

2. PROVIDE MSE BACKFILL BEHIND WALL AND SELECT BORROW ON TOP OF WALL EXCEPT USE STRUCTURAL BACKFILL BEHIND WALL AND ON TOP OF

WALL AROUND CULVERT AS INDICATED ON SHEETS C-06 AND C-10

3. MSE WALL TO BE ON SOUND BEDROCK. BEDROCK SURFACE MUST BE APPROVED BY THE CO.

4. 4x3 WWF BACKING MAT IN FACE OF WALL. USE 6" MIN WIDTH OF ROCK FACING SEPARATED FROM MSE BACKFILL BY NON-WOVEN FILTER FABRIC. SEE

DETAIL, THIS SHEET

5. TRIM TRANSVERSE REINFORCEMENT AROUND CULVERT AND FOOTING WHERE REQUIRED. TRIM TRANSVERSE AND LONGITUDINAL REINFORCEMENT

AROUND BEDROCK AS REQUIRED, WITH MINIMUM PANEL WIDTH OF 4'.

6. PLACE BOTTOM OF WALL ELEVATIONS AT BOTTOM OF WALL. PLACE ONE ADDITIONAL LAYER OF REINFORCEMENT BETWEEN BOTTOM OF WALL AND

NEXT LAYER OF REINFORCEMENT AT STANDARD SPACING.

7. PLACE TOP CAP MAT AT 1% ANGLE TO MATCH ROAD.

8. MARK LOCATIONS OF HOLES IN REINFORCEMENT MATS FOR GUARDRAIL POST INSTALLATION.

9. SEE WALL ELEVATIONS SHEET C-14

10. MSE BACKFILL, GRADATION PER ASTM D-422:

10.1. 6 INCHES: 100 PERCENT PASSING

10.2. 3/4 INCHES: 50-90 PERCENT PASSING

10.3. NO 4: 20-50 PERCENT PASSING

10.4. NO. 200: 0-2 PERCENT PASSING

11. IF RAIN IS EXPECTED, PROTECT THE BACKFILL FROM GETTING

WET. IF BACKFILL MATERIAL GETS WET, REMOVE THE WET

PORTION AND REPLACE IT WITH DRY BACKFILL.

12. UNDER NO CIRCUMSTANCES SHOULD THE USE OF SATURATED

BACKFILL EVER BE PERMITTED WITHIN THE MSE STRUCTURE.

13. COMPACT MSE BACKFILL IN MAXIMUM 12 INCH LIFTS PER

SPECIFICATION 209.10, COMPACTION METHOD 1.

14. COMPACT STRUCTURAL BACKFILL IN MAXIMUM 6 INCH LIFTS PER

SPECIFICATION 208.10.

15. BACKING MAT AND FILTER FABRIC TO BE UNCUT AT CORNERS.

16. APPLY WEATHERING AGENT TO REINFORCEMENT AND BACKING

MATS. SEE NOTES C-02.

SCALE: NTS A2

ROCK FACING DETAIL 018

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-0+10 0+00 0+50 0+90

STA 0+00

EL 998.40

TOP CAP MAT

MIN 4'

8' TYP

2' STEP, TYP

STA 0+00

EL 996.40

TOP HORIZONTAL MAT

STA 0+80

EL 997.60

TOP CAP MAT

STA 0+00

EL 996.40

TOP HORIZONTAL MAT

6" EMBEDMENT MIN.

FINISHED GROUND

FRONT OF WALL

FINISHED GROUND

FRONT OF WALL

TOP OF ROAD

-1.0%

-1.0%

BOTTOM REINF LAYER AT

BOTTOM OF FOOTING. FIRST

BASKET PARTIAL HEIGHT AS

REQUIRED

ADD (1) ADDITIONAL REINF. LAYER

-0+10 0+00 0+50 1+00

STA 0+00

EL 997.52

TOP CAP MAT

MIN 4'

8' TYP

2' STEP, TYP

BOTTOM REINF LAYER AT

BOTTOM OF FOOTING.

FIRST BASKET PARTIAL

HEIGHT AS REQUIRED.

ADD (1) ADDITIONAL REINF. LAYER

STA 0+00

EL 997.15

TOP HORIZONTAL MAT

STA 0+88

EL 998.40

TOP CAP MAT

STA 0+00

EL 997.15

TOP HORIZONTAL MAT

6" EMBEDMENT MIN.

FINISHED GROUND

FRONT OF WALL

FINISHED GROUND

FRONT OF WALL

STA 0+24

ANGLE POINT

-1.0%

-1.0%

TOP OF ROAD

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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SOUTHWESTERN REGION

GIBB WASH

BRIDGE

REPLACEMENT

CORONADO

NATIONAL FOREST

SANTA CATALINA

RANGER DISTRICT

HEADWALL ELEVATIONS

P. LANE

P. LANE

C. LUNDGREEN

C-14

SCALE: NTS C3

UPSTREAM HEADWALL

SCALE: NTS A3

DOWNSTREAM HEADWALL 018

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END STREAM RECONSTRUCTION

STA 3+50

START STREAM RECONSTRUCTION

STA 3+55

CLASS 4 RIP RAP BANKS (TYP)

RIP RAP CLASS 4

BANK LINES

EXISTING STREAMBED

MATERIAL 3 FT TYP.

FLOODPLAIN/BENCH2.5 FT TYP.

1.0

1.5

24' - 26'

0+10 0+50 0+85

CLASS 4 RIP RAP BANKS

1.5H (MIN) : 1V, TYP

EXISTING GROUND / ABUTMENTS

2.5' MIN

2' MIN

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/2 4/2

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BRIDGE

REPLACEMENT

CORONADO

NATIONAL FOREST

SANTA CATALINA

RANGER DISTRICT

STREAM PLAN AND

DETAILS

P. LANE

P. LANE

C. LUNDGREEN

C-15

10' 0 10' 20' 30'

SCALE: 1" = 10' C2

STREAM RESTORATION PLAN

SCALE: NTS D5

STREAM TYPICAL SECTION

SCALE: NTS A4

STREAM SECTION AT EXISTING BRIDGE

A

C

NOTES:

1. CONSTRUCT CONTINUOUS BANKS AT

LENGTHS INDICATED AND TIE INTO EXISTING

STREAM BANKS.

2. FILL ALL VOIDS IN BANKS WITH SMALLER

ROCK.

3. SEE SPECIFICATION SECTION 648.

4. REMOVE EXISTING PIER TO ELEVATION OF

ADJACENT NATURAL GROUND.

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/2 4/2

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BRIDGE

REPLACEMENT

CORONADO

NATIONAL FOREST

SANTA CATALINA

RANGER DISTRICT

GUARDRAIL DETAILS

P. LANE

P. LANE

C. LUNDGREEN

C-16 016 018

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USE THE UPDATED DETAIL FROM:

https://flh.fhwa.dot.gov/resources/standard/Std617-11.pdf

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/2 4/2

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BRIDGE

REPLACEMENT

CORONADO

NATIONAL FOREST

SANTA CATALINA

RANGER DISTRICT

GUARDRAIL DETAILS

P. LANE

P. LANE

C. LUNDGREEN

C-17 017 018

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https://flh.fhwa.dot.gov/resources/standard/Std617-13.pdf garrettport Polygon

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/2 4/2

1 1 2:

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GIBB WASH

BRIDGE

REPLACEMENT

CORONADO

NATIONAL FOREST

SANTA CATALINA

RANGER DISTRICT

GUARDRAIL DETAILS

P. LANE

P. LANE

C. LUNDGREEN

C-18 018 018

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https://flh.fhwa.dot.gov/resources/standard/Std617-20.pdf garrettport Polygon garrettport Polygon

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TL-2