Berry Creek Plans.pdf

GENERAL NOTES :

1. 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 IN FOREST SERVICE SUPPLEMENTAL SPECIFICATION (FSSS).

2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING, PROTECTING, MAINTAINING SERVICE, AND

COORDINATING OUTAGES OF EXISTING UTILITIES THROUGHOUT THE TERM OF THE CONTRACT.

3. ALL EXISTING CULVERT MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM NATIONAL FOREST SYSTEM LAND IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS.

4. WORK WITHIN THE CHANNEL SHALL BE PERFORMED BETWEEN AUGUST 15 - OCTOBER 15.

5. CONCRETE WASTE SHALL BE DISCHARGED AND DISPOSED OF AT THE DIRECTION OF THE CO.

CONCRETE CONSTITUENTS SHALL NOT BE DISCHARGED INTO BERRY CREEK.

6. TOPSOIL SHALL BE STRIPPED FROM THE AREAS OUTSIDE OF THE ROAD SURFACE BUT WITHIN THE CLEARING LIMITS TO A DEPTH OF 4" AND STOCKPILED AS DIRECTED BY THE CO. FINISHED SLOPES SHALL RECEIVE 3" - 4" OF TOPSOIL TO THE EXTENT ALLOWED BY EVEN DISTRIBUTION OF THE

STOCKPILE. WORK PAID INDIRECTLY BY PAY ITEMS 20801 AND 20803.

7. IF BEDROCK IS ENCOUNTERED, ROCK BLASTING WILL BE REQUIRED AND HAS BEEN ADDED AS AN OPTION ITEM AND PAID UNDER PAY ITEM, 20501 ROCK BLASTING. THIS OPTION ITEM WILL ONLY BE

INITIATED IF BEDROCK IS ENCOUNTERED DURING EXCAVATION.

8. SEED ALL DISTURBED AREAS AND BARE SOILS IN ACCORDANCE WITH FSSS 625.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION-RELATED PERMITS NOT OBTAINED BY THE CONTRACTING OFFICER'S REPRESENTATIVE, AND PAY ALL FEES AS REQUIRED

BY THE CONSTRUCTION COVERED IN THESE PLANS.

10. ALL WORK AND MATERIALS SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE CONTRACTING

OFFICER'S REPRESENTATIVE.

11. ALL ESTIMATES OF QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR AND ANY

SUBCONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ALL QUANTITIES. CONTRACTOR

SHALL PROVIDE ALL WORK AND MATERIALS AS SHOWN ON PLANS.

12. ALL DIMENSIONS AND ELEVATIONS ARE IN STANDARD ENGLISH UNITS.

13. ALL FOUNDATION FILL, STRUCTURAL BACKFILL, STREAM BED SIMULATION AND CHANNEL ROCK

QUANTITIES ARE "IN-PLACE" QUANTITIES, NOT SWELLED/LOOSE VOLUME.

14. THE CONTRACTOR MAY USE EXCESS EXCAVATION AS FOUNDATION FILL, STRUCTURAL BACKFILL, CHANNEL ROCK, OR STREAMBED SIMULATION ROCK IF THE MATERIAL MEETS THE REQUIREMENT OF

FP 208 AND 648, RESPECTIVELY.

15. STREAM FLOW WILL REQUIRE DIVERSION DURING CONSTRUCTION. A DEWATERING PLAN SHALL BE

SUBMITTED AND APPROVED BY THE CO.

16. CAST-IN-PLACE OR PRECAST CONCRETE SHALL BE CLASS A(AE) AND SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 4500 PSI UNLESS NOTED OTHERWISE. ALL EDGES SHALL HAVE A¾" CHAMFER, UNLESS NOTED OTHERWISE. EXPOSED SURFACES SHALL BE GIVEN A CLASS 2 FINISH, UNLESS NOTED OTHERWISE.

17. REINFORCING STEEL SHALL CONFORM TO AASHTO M31, 60 ksi (ASTM A615, GRADE 60). ALL REINFORCING SHALL BE BLACK. CLEARANCE TO REINFORCING IS 2" UNLESS NOTED OTHERWISE.

18. MINIMUM REINFORCING LAP SPLICES SHALL BE AS SHOWN IN THE FOLLOWING CHART. ADJACENT

BARS MAY BE LAP SPLICED AT THE SAME LOCATION.

BLACK BAR

BAR TOP BAR "' ALL OTHERS

#3 1 '-0" 1' - O" #4 1 '-7" 1' - 1" #5 2'-4" 1' - 8"

"'"TOP BAR" REFERS TO A HORIZONTAL BAR WHICH SHALL HAVE MORE THAN 1 FOOT OF CONCRETE CAST BELOW IT.

Estimate of Quantities Table BASE BID

ROAD NUMBER 774.1

MILE POST 1.4

ESTIMATED

ITEM NO. DESCRIPTION UNIT QUANTITIES

15101 MOBILIZATION LS 1

15201 CONSTRUCTION SURVEY AND STAKING, METHOD 1, TOLERANCE A LS 1

15713 SOIL EROSION AND POLLUTION CONTROL LS 1

20101 CLEARING AND GRUBBING LS 1

20305 REMOVAL OF STRUCTURE & OBSTRUCTIONS, DISPOSAL METHOD A LS 1

20801 STRUCTURE EXCAVATION CY* 280

20802 FOUNDATION FILL CY 22

20803 STRUCTURAL BACKFILL CY* 130

30115 AGGREGATE SURFACE COURSE, COMPACTION D TON 65

59052 PRECAST CONCRETE FOOTING, CLASS A (AE) CONCRETE LF 81

60358 11-FT 11-IN SPAN, 3-FT 7-IN RISE, ALUMINUM BOX, 1 .4-FT MIN COVER LF 40.5

62502 SEEDING, GOVT FURNISHED, DRY METHOD SY* 280

63306 OBJECT MARKERS, TYPE Ill EA 4

63501 TEMPORARY TRAFFIC CONTROL LS 1

64801 PLACED STREAMBED SIMULATION MATERIAL, CLASS A CY* 50

64802 PLACED STREAMBED CHANNEL ROCK, CLASS CR-2 & CR-3 CY* 72

20501 OPTION ITEM: ROCK BLASTING CY 10

* INDICATES CONTRACT QUANTITY

DESIGN DATA:

THIS STRUCTURE IS DESIGNED FOR HL-93 LOADING IN ACCORDANCE WITH THE 17TH EDITION OF AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES WITH CURRENT INTERIMS (REFER TO

STANDARD AND FSSS 603).

THE DESIGN DATA ARE AS FOLLOWS:

ALLOWABLE BEARING PRESSURE: 3000 PSF

STRUCTURAL BACKFILL UNIT WEIGHT: 130 PCF (DRY) AND 140 PCF (SATURATED)

ANGLE OF FRICTION: 32°

LATERAL EARTH PRESSURES: 40 PCF (ACTIVE), 60 PCF (AT-REST} AND 400 PCF (PASSIVE)

ALLOWABLE COEFFICIENT OF BASE SLIDING: 0.55

ROADWAY DESIGN SPEED: 15 MPH

HYDROLOGY AND HYDRAULICS:

(Q1 00

= 235 cfs, "1oo= 8.6 ft/sec, 9

= 4.5 ft.) (� = 60 cfs, V2 = 5.9 fps, � = 2.6 ft.)

USDA {roiEsiT SERv1�� ►

� �u s� iiiill ��OF A�t

United States Department of Agriculture

Forest Service

R2

ROCKY MOUNTAIN REGION

PROJECT NAME

BERRY CREEK

CULVERT

REPLACEMENT

WHITE RIVER

NATIONAL FOREST

HOLYCROSS

RANGER DISTRICT

DRAWING TITLE

GENERAL NOTES &

SCHEDULE OF ITEMS

DATE

MAR29, 2024

ARCHIVE NO.

DESIGNER DWG SHEET NO.

E.BORUM

DRAWN G-02

E.BORUM

CHECKED

MRW

SHEET 3 OF 9

PROJECT NO.

BR-549 19.Reinforcing steel is paid indirectly by pay item 59052

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u m

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15+50

EXTENT OF AGGREGATE LIMITS

� CONSTRUCTED L!'l "!

I

ROAD DIP -

� NEW ROAD co r--, ...

I /

SURFACE <( II

I- ...J

I , fu� -r- MINIMUM L;UVER -EXISI ING ROAD

14 l=T n�, 16+00 16+50

ROAD STATION

NOTES:

1. CONTOURS SHOWN ARE APPROXIMATE. IF THERE IS A

DISCREPANCY BETWEEN THE ELEVATION SHOWN FOR A

CONTROL POINT AND THE ADJACENT CONTOURS, THE

ELEVATION SHOWN FOR THE CONTROL POINT SHALL BE

CONSIDERED CORRECT.

2. EXCAVATION AND CLEARING LIMITS SHALL BE 10-FT BEYOND

TOES OF SLOPE AND LIMITS OF CHANNEL WORK UNLESS

OTHERWISE SHOWN OR DIRECTED BY THE CO.

3. LOCATIONS OF TEMPORARY EROSION CONTROL SHALL BE AS

APPROVED BY THE CO IN THE EROSION CONTROL SUBMITTAL.

REFER TO FSSS 157.

4. ONCE PRESERVED TOPSOIL IS PLACED, SEED ALL DISTURBED

NMENT FURNISHED SEED. REFER TO FSSS

625, AREAS

PAY

WITH

ITEM

GOVER

62502.

5. MATCH EXISTING ROAD ALIGNMENT. SEE TABLE BELOW.

POINT TABLE

DESCRIPTION NORTHING EASTING ELEVATION

CP2 1669113.0374 2696551.9940 7713.48

CP3 1669161.9864 2696448.8402 7711.83

CP4 1669209.5261 2696603.0525 7729.61

FINAL ROADWAY POINT TABLE

STATION

17+00

15+35 15+60 15+75 15+85 15+90 16+00 16+05 16+25 16+50 16+75

NORTHING EASTING ELEVATION

1669183. 776 2696445.759 7713.38

1669189.675 2696469.960 7713.80

1669189.732 2696484.940 7712.50

1669188.306 2696494.832 7711.50

1669187.159 2696499.698 7711.50

1669184.018 2696509.186 7712.60

1669182.034 2696513.775 7713.20

1669171.519 2696530.734 7713.50

1669153.311 2696547.733 7713.70

1669132.176 2696561.064 7714.20

SHADING INDICATES LIMITS OF 6" DEPTH

OF COMPACTED SURFACE AGGREGATE

United States Department of Agriculture

Forest Service

R2

ROCKY MOUNTAIN REGION

PROJECT NAME

BERRY CREEK

CULVERT

REPLACEMENT

WHITE RIVER

NATIONAL FOREST

HOLYCROSS

RANGER DISTRICT

DRAWING TITLE

ROADWAY PLAN &

PROFILE

DATE

MAR29, 2024

ARCHIVE NO.

DESIGNER DWG SHEET NO.

EBORUM

DRAWN C-02

EBORUM

CHECKED

MRW

SHEET5 OF 9

PROJECT NO.

BR-549

I ROAD PROFILE AT ROAD CENTERLINE

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(.J w i w wm 0 (.J ::,m"'"'

(.J

I f

N=1669158.141 E=2696504.227

� STRUCTURE

N=1669153.582 E=2696516.313

GALVANIZED

STEEL WASHER

NUT

� BURR THREADS TO

;;; LOCK THE NUT

I:!

zw :E

IL

0z

IL

I �z m w "' (.J

:E lilw

I

1/4 EXP. JNT. MAT'L.

CD

_3..

I 10'-3"

41'-0"

10'-3" N=1669196.502

I

_3 .. .... E=2696518.699

...J ...J w I- Cl)

--t ct_ STRUCTURE ___ _

20'-6" A 20'-6"

N..-

10'-3" 10'-3" 10'-3"

PRECAST SEGMENTS TYP.

1- ...J

0 Ol

----<J-l

SECTION

PLAN

BAR

1/2" 0 END

WELDED STUD

(4" LENGTH)

10'-3"

...J ...J

GI�

w I- Cl)

N=1669191.943 E=2696530.784

13/16"x1 3/4"

SLOTTED HOLE C')

(CENTiRED)

NOTES:

1.

2.

3.

VERIFY THE DIMENSIONS OF THE STRUCTURE (AS SHOWN ON THESE PLANS) MATCH THOSE

BEING PRODUCED BY THE FABRICATOR. ANY ADJUSTMENTS SHALL BE SUBMITTED TO THE

CO FOR APPROVAL.

FOR PRECAST FOOTINGS, LIFTING DEVICES ARE A REQUIRED SUBMITTAL. SEE FSSS 590.

CAST-IN-PLACE FOOTINGS MAY BE SUBSTITUTED FOR PRECAST AT NO ADDITIONAL COST OR

TIME TO GOVERNMENT. IF ELECTING CAST-IN-PLACE, THEN FOLLOW FP 552.

1'-6"

<t.

9" STEMWALL

1'-2" #4X 5"17 5"@12"

GROUTED BOX

CONNECTION PER

MANUFACTURER'S

SPECIFICATIONS.

CONSTRUCTION JOINT - PROVIDE

ROUGHENED SURFACE

#4 @ EQ a..

>=±=1,ri,, SPACING �

N

SEGMENT CONNECTION, TYP.

(CENTERED ON FOOTING)

EA FACE Cl:'.

...J

N

�D_o

-�� ,t

I :

-9

• 4·-0+ , _3

•: I �! UPSTREAM

EL 7704.87

DOWNSTREAM

EL 7702.12

L 4x4x3/8

13/16"x1 3/4"

SLOTTED HOLE

(CENTERED)

co

CB

"A" END

SEE NOTE 1

TYP. 114

SECTION

B

J

"B" END

SEE NOTE 1

PLATE

4 x 7 x ¾" {TYP.)

ct_ HOLE

SECTION - 'A' END SECTION - 'B' END � 1/4" EXP. JNT. MAT'L.

ELEVATION AT SEGMENT JOINT

United States Department of Agriculture Forest Service

R2

ROCKY MOUNTAIN REGION

PROJECT NAME

BERRY CREEK

CULVERT

REPLACEMENT

WHITE RIVER

NATIONAL FOREST

HOLYCROSS

RANGER DISTRICT

DRAWING TITLE

FOOTING DETAILS

DATE

MAR29, 2024

ARCHIVE NO.

DESIGNER DWG SHEET NO.

E.BORUM

DRAWN C-03

E.BORUM

CHECKED

SHEET6 OF 9

PROJECT NO.

BR-549