Revised_Granite_Creek_Drawings_5-18-17.pdf

PDF 2 MB Posted Jun 8, 2017

Attached to: Granite Creek Culverts, Stanislaus National Forest
Solicitation number: AG-9JGP-S-17-0074
Issued by: Department of Agriculture Forest Service R5-Pacific Southwest Region

About this file

From the source

Revised Drawings

View the file

Other files

File	Type	Posted
Amend_02_S170074.pdf	PDF	Jun 22, 2017
Pre-Bid_Sign_in_Sheet.pdf	PDF	Jun 22, 2017
Sonora_CA_to_Pre-bid.pdf	PDF	Jun 8, 2017
Amend_01_S170074.pdf	PDF	Jun 8, 2017
DB_Wage_Determination.pdf	PDF	Jun 7, 2017
AG-9JGP-S-17-0074_Granite_Creek.pdf	PDF	Jun 7, 2017
Sonora_CA_to_Pre-bid.pdf	PDF	Jun 7, 2017
Specs.pdf	PDF	Jun 7, 2017
Fire_Plan.pdf	PDF	Jun 7, 2017
GraniteCreek_Drawings__03.07.17.pdf	PDF	Jun 7, 2017

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

AutoCAD SHX Text

ALIGN FILTER FENCE ALONG CONTOURS

AutoCAD SHX Text

WOOD STAKE

AutoCAD SHX Text

NATIVE SOIL

AutoCAD SHX Text

FILTER FENCE

AutoCAD SHX Text

KEY IN FENCE

AutoCAD SHX Text

4" MIN.

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

WOOD STAKES, BOUND AT TOP

AutoCAD SHX Text

8" MIN. FIBER ROLL

AutoCAD SHX Text

4" TRENCH

AutoCAD SHX Text

ALIGN FILTER ROLL ALONG CONTOURS

AutoCAD SHX Text

FILTER FENCING

AutoCAD SHX Text

FIBER ROLL

AutoCAD SHX Text GENERAL NOTES: 1. FOR THE PURPOSE OF THESE PLANS, THE TERM CONTRACTING FOR THE PURPOSE OF THESE PLANS, THE TERM CONTRACTING OFFICER SHALL REFER TO THE FOREST SERVICE CONTRACTING OFFICER OR AUTHORIZED REPRESENTATIVE. 2. PUBLIC SAFETY SHALL BE PROVIDED BY CONTRACTOR IN PUBLIC SAFETY SHALL BE PROVIDED BY CONTRACTOR IN ACCORDANCE WITH STATE AND COUNTY REQUIREMENTS. 3. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES ENCOUNTERED IN THE FIELD OR ERRORS IDENTIFIED ON THE PLANS. 4. THE CONTRACTOR SHALL KEEP DETAILED RECORDS AND THE CONTRACTOR SHALL KEEP DETAILED RECORDS AND AS-BUILTS SHOWING ALL MODIFICATIONS MADE TO THESE PLANS. THESE RECORDS AND AS-BUILTS SHALL BE PROVIDED TO THE CONTRACTING OFFICER UPON PROJECT COMPLETION. 5. NO RESTROOM WILL BE PROVIDED BY THE GOVERNMENT, NO RESTROOM WILL BE PROVIDED BY THE GOVERNMENT, 6. ALL MATERIAL MUST BE CERTIFIED WEED FREE AND COME ALL MATERIAL MUST BE CERTIFIED WEED FREE AND COME FROM A LOCATION APPROVED BY THE CONTRACTING OFFICER. 7. ALL EQUIPMENT WILL ARRIVE ON SITE WASHED AND FREE OF ALL EQUIPMENT WILL ARRIVE ON SITE WASHED AND FREE OF ALL VISIBLE SOIL, DEBRIS, OR ORGANIC MATTER. ALL EQUIPMENT SHALL BE INSPECTED BY THE CONTRACTING OFFICER PRIOR TO COMMENCEMENT OF WORK. 8. LOCATION OF MATERIAL STOCKPILES AND STAGING AREAS LOCATION OF MATERIAL STOCKPILES AND STAGING AREAS SHALL BE APPROVED BY THE CONTRACTING OFFICER. 9. ALL EXCAVATED MATERIAL SHALL BE STOCKPILED AT AN ALL EXCAVATED MATERIAL SHALL BE STOCKPILED AT AN APPROVED SITE AND APPROVED MATERIAL MAY BE RETURNED FOR USE AS BACKFILL. IT IS ANTICIPATED THAT ALL EXCAVATED MATERIAL FREE OF DEBRIS AND ORGANICS WILL BE USED ON THE PROJECT SITE. ALL EXCAVATED MATERIAL NOT SUITABLE AS BACKFILL WILL BE DISPOSED OF LEGALLY OFF-SITE AT THE CONTRACTOR'S EXPENSE. 10. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING LOCATION OF UTILITIES. 11. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. 12. ALL TREES TO BE FELLED SHALL REMAIN THE PROPERTY OF ALL TREES TO BE FELLED SHALL REMAIN THE PROPERTY OF THE FOREST SERVICE. ALL TREES NOT CHIPPED SHALL BE LIMBED AND DECKED IN A LOCATION APPROVED BY THE CO. SLASH MATERIAL MAY BE APPROVED PRIOR IN WRITING BY THE CO TO BE USED AS EROSION CONTROL MATERIAL.

AutoCAD SHX Text EROSION CONTROL NOTES: 1. CONTRACTOR SHALL PROVIDE AN EROSION CONTROL PLAN CONTRACTOR SHALL PROVIDE AN EROSION CONTROL PLAN ONTRACTOR SHALL PROVIDE AN EROSION CONTROL PLAN PRIOR TO IMPLEMENTATION. IT SHALL INCLUDE A DEWATERING/DIVERSION PLAN FOR THE GRANITE CREEK TRIBUTARY. . 2. TEMPORARY EROSION CONTROL MEASURES AND DETAILS AS TEMPORARY EROSION CONTROL MEASURES AND DETAILS AS SHOWN ON THIS PLAN ARE SUGGESTED MINIMUM METHODS OF CONTROLLING EROSION DURING CONSTRUCTION. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY FIELD CONDITIONS TO CONTROL EROSION AND SEDIMENTATION. 3. ALL TEMPORARY EROSION CONTROL FEATURES SHALL BE ALL TEMPORARY EROSION CONTROL FEATURES SHALL BE INSPECTED DAILY. CONTRACTOR IS REQUIRED TO HAVE SEDIMENT CONTROLS ON SITE. IF A 50% OR GREATER CHANCE OF PRECIPITATION IS PREDICTED BY NOAA, CONTRACTOR SHALL TAKE NECESSARY STEPS TO PROTECT AREAS DISTURBED BY CONSTRUCTION FROM EROSION AND/OR SUBSEQUENT DISCHARGE OF EARTHEN MATERIALS FROM THE SITE. 4. THE AREAS OF SOIL AND VEGETATION DISTURBANCE SHALL BE THE AREAS OF SOIL AND VEGETATION DISTURBANCE SHALL BE LIMITED TO THAT REQUIRED FOR CONSTRUCTION PURPOSES. EXCEPT WHERE REQUIRED FOR ACCESS, THERE SHALL BE NO DISTURBANCE IN AREAS TO BE LEFT IN A NATURAL STATE. 5. STOCKPILES SHALL BE LOCATED IN ALREADY DISTURBED AND STOCKPILES SHALL BE LOCATED IN ALREADY DISTURBED AND FLAT AREAS, AND SHALL BE SURROUNDED WITH FIBER ROLLS. IF A STOCKPILE IS INACTIVE FOR 14 DAYS, IT SHALL BE STABILIZED WITH 6 MIL. PLASTIC OR APPROVED EQUAL. 6. ANY DISTURBANCE MADE OUTSIDE ROAD CORRIDORS (SUCH AS ANY DISTURBANCE MADE OUTSIDE ROAD CORRIDORS (SUCH AS STAGING AREAS) SHALL BE RESTORED. AT A MINIMUM, COMPACTED AREAS SHALL BE DECOMPACTED TO A 12" DEPTH, RECONTOURED TO MATCH NATURAL SURROUNDING GRADE, AND MULCHED WITH 2-4 INCHES OF WOOD CHIP. 7. TO AVOID INTRODUCING INVASIVE WEEDS, ALL WOOD CHIPS TO AVOID INTRODUCING INVASIVE WEEDS, ALL WOOD CHIPS SHALL BE PRODUCED FROM ON-SITE, ALREADY FELLED TIMBER. 8. IF TRACKING IS EVIDENT DUE TO CONSTRUCTION, CONTRACTOR IF TRACKING IS EVIDENT DUE TO CONSTRUCTION, CONTRACTOR SHALL BROOM EXCESS SEDIMENT TO AN AREA IT WON'T BE CARRIED AWAY BY STORM FLOWS. IF THIS PROVES INADEQUATE, CONTRACTOR MAY HAVE TO STREET SWEEP. 9. SPILL KITS WITH ABSORBENT PADS SHALL BE ON SITE AT ALL SPILL KITS WITH ABSORBENT PADS SHALL BE ON SITE AT ALL TIMES IN PREPARATION FOR EQUIPMENT LEAKS. ALL VEHICLE MAINTENANCE SHALL TAKE PLACE AT LEAST 100 FEET FROM SURFACE WATER AND ON A LEVEL AREA SURROUNDED BY A CONTOUR BERM AND TRENCH . 10. CONSTRUCTION SITE DEBRIS SHALL BE REMOVED DAILY.CONSTRUCTION SITE DEBRIS SHALL BE REMOVED DAILY.

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

OF 8 SHEETS

AutoCAD SHX Text

OF AGRICULTURE

AutoCAD SHX Text

PACIFIC SOUTHWEST REGION

AutoCAD SHX Text

UNITED STATES DEPARTMENT

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text

GRANITE CREEK CULVERT INSTALLATIONS

AutoCAD SHX Text

SFT

AutoCAD SHX Text

STANISLAUS NATIONAL FOREST

AutoCAD SHX Text

NOTES AND EROSION CONTROL

Feet

0 20 40

OPTION 1

BID ITEM

AutoCAD SHX Text NOTES: : 1. ALL GIVEN ELEVATIONS ARE RELATIVE. ALL GIVEN ELEVATIONS ARE RELATIVE. 2. CONTRACTOR SHALL REMOVE APPROXIMATELY 50 DEAD, STANDING CONTRACTOR SHALL REMOVE APPROXIMATELY 50 DEAD, STANDING TREES. STUMP REMOVAL REQUIRED WHERE FILL MATERIAL WILL BE PLACED. TREES PRESENT A SAFETY HAZARD AND SHALL BE FELLED PRIOR TO GROUND DISTURBING ACTIVITIES. 3. AFTER NEW OVERFLOW PIPE IS INSTALLED, ROAD SHALL BE AFTER NEW OVERFLOW PIPE IS INSTALLED, ROAD SHALL BE CONSTRUCTED BACK TO EXISTING SURFACE ELEVATIONS, FOLLOWING FP-03 SECTION 204, EXCAVATION AND EMBANKMENT. A 4" COMPACTED AGGREGATE SURFACING CAP SHALL ALSO BE PLACED. 4. AVOID DISTURBANCE TO EXISTING PIPE FOUNDATION; ANY DISTURBED AVOID DISTURBANCE TO EXISTING PIPE FOUNDATION; ANY DISTURBED MATERIAL SHALL BE REPLACED AND COMPACTED IN ONE FOOT LIFTS TO 90% RELATIVE COMPACTION. 5. CONTRACTOR IS RESPONSIBLE FOR PREVENTING EROSION (PRIMARILY CONTRACTOR IS RESPONSIBLE FOR PREVENTING EROSION (PRIMARILY FROM STORM WATER) FROM DISTURBED SOILS INTO THE EXISTING CREEK. EXAMPLES MAY INCLUDE; BUT ARE NOT LIMITED TO: INSTALLING FILTER FENCE, FIBER ROLLS AND/OR SCHEDULING CONSTRUCTION DURING CLEAR WEATHER.

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

OF 8 SHEETS

AutoCAD SHX Text

OF AGRICULTURE

AutoCAD SHX Text

PACIFIC SOUTHWEST REGION

AutoCAD SHX Text

UNITED STATES DEPARTMENT

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text

GRANITE CREEK CULVERT INSTALLATIONS

AutoCAD SHX Text

SFT

AutoCAD SHX Text

STANISLAUS NATIONAL FOREST

AutoCAD SHX Text

OVERFLOW PIPE PLAN

AutoCAD SHX Text Control Point

AutoCAD SHX Text Northing

AutoCAD SHX Text Easting

AutoCAD SHX Text Elevation

AutoCAD SHX Text

AutoCAD SHX Text 10000.000

AutoCAD SHX Text 3697.000

AutoCAD SHX Text

AutoCAD SHX Text 10121.124

AutoCAD SHX Text 10000.000

AutoCAD SHX Text 3695.494

AutoCAD SHX Text

AutoCAD SHX Text 10054.553

AutoCAD SHX Text 9923.658

AutoCAD SHX Text 3710.786

AutoCAD SHX Text

CP1

AutoCAD SHX Text

CP2

AutoCAD SHX Text

CP3

AutoCAD SHX Text INSTALL NEW 72" CMP WITH FLARED INLET SECTION, ALUMINUM 12" DEEP CORRUGATIONS, 14 GAGE

AutoCAD SHX Text

STAGING AREA

AutoCAD SHX Text

EXISTING ROAD

AutoCAD SHX Text PLACE 4" COMPACTED AGGREGATE SURFACING FOR 150 LF; ENSURE FINISH GRADE HAS 3% CROSS SLOPE TOWARDS DOWNSTREAM SIDE

AutoCAD SHX Text

CONSTRUCT 25 TONS CLASS 4 RIPRAP AS OUTLET APRONS, SEE TYPICAL

AutoCAD SHX Text

CONSTRUCT CLASS 4 RIPRAP FLOW PATH TO MAIN CHANNEL, SEE TYPICAL

AutoCAD SHX Text

EXISTING 11' CMP WITH CONCRETE HEADWALLS, PROTECT IN PLACE

AutoCAD SHX Text

CONSTRUCT DRAIN DIP, LOCATION TO BE APPROVED BY COR

AutoCAD SHX Text

CONSTRUCT DRAIN DIP, LOCATION TO BE APPROVED BY COR

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

OF SHEETS

AutoCAD SHX Text

OF AGRICULTURE

AutoCAD SHX Text

PACIFIC SOUTHWEST REGION

AutoCAD SHX Text

UNITED STATES DEPARTMENT

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text

GRANITE CREEK CULVERT INSTALLATIONS

AutoCAD SHX Text

STF

AutoCAD SHX Text

STANISLAUS NATIONAL FOREST

AutoCAD SHX Text

AutoCAD SHX Text NOTES: : 1. ALL GIVEN ELEVATIONS ARE RELATIVE. ALL GIVEN ELEVATIONS ARE RELATIVE. 2. CONTRACTOR SHALL REMOVE APPROXIMATELY 30 CONTRACTOR SHALL REMOVE APPROXIMATELY 30 DEAD, STANDING TREES. STUMP REMOVAL REQUIRED WHERE FILL MATERIAL WILL BE PLACED. TREES PRESENT A SAFETY HAZARD AND SHALL BE FELLED PRIOR TO GROUND DISTURBING ACTIVITIES. 3. RECONSTRUCTED ROAD SHALL FOLLOW EXISTING RECONSTRUCTED ROAD SHALL FOLLOW EXISTING ALIGNMENT. SEE FOLLOWING PAGE FOR NEW ROAD PROFILE INFORMATION. 4. CONTRACTOR IS RESPONSIBLE FOR PREVENTING CONTRACTOR IS RESPONSIBLE FOR PREVENTING EROSION (PRIMARILY FROM STORM WATER) FROM DISTURBED SOILS INTO THE EXISTING CHANNEL. EXAMPLES MAY INCLUDE; BUT ARE NOT LIMITED TO: INSTALLING FILTER FENCE, FIBER ROLLS AND/OR SCHEDULING CONSTRUCTION DURING CLEAR WEATHER.

AutoCAD SHX Text Control Point

AutoCAD SHX Text Northing

AutoCAD SHX Text Easting

AutoCAD SHX Text Elevation

AutoCAD SHX Text

AutoCAD SHX Text 10000.000

AutoCAD SHX Text 3697.000

AutoCAD SHX Text

AutoCAD SHX Text 9853.797

AutoCAD SHX Text 10000.000

AutoCAD SHX Text 3659.831

AutoCAD SHX Text

AutoCAD SHX Text 9897.115

AutoCAD SHX Text 10127.470

AutoCAD SHX Text 3680.143

AutoCAD SHX Text INSTALL NEW 77" x 52" PIPE ARCH WITH FLARED INLET SECTION, ALUMINUM " DEEP 12" DEEP CORRUGATIONS, 14 GAGE

AutoCAD SHX Text

CP1

AutoCAD SHX Text

CP3

AutoCAD SHX Text

CP2

AutoCAD SHX Text

EXISTING 36" CMP SHALL BE REMOVED AND DISPOSED OF OFF FOREST SERVICE PROPERTY

AutoCAD SHX Text

CONSTRUCT 50 TONS CLASS 4 RIPRAP AS OUTLET APRON, SEE DETAIL

AutoCAD SHX Text

STAGING AREA

AutoCAD SHX Text

GRANITE CREEK TRIBUTARY PLAN

AutoCAD SHX Text

CONSTRUCT DRAIN DIP, LOCATION TO BE APPROVED BY COR

AutoCAD SHX Text

CONSTRUCT DRAIN DIP, LOCATION TO BE APPROVED BY COR

EXISTING GULLY WASHOUT SHALL BE RECONSTRUCTED FOLLOWING FP-03 SECTION 204 WITH 140 CY INCLUDED IN PAY ITEM 20402

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

OF SHEETS

AutoCAD SHX Text

OF AGRICULTURE

AutoCAD SHX Text

PACIFIC SOUTHWEST REGION

AutoCAD SHX Text

UNITED STATES DEPARTMENT

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text

GRANITE CREEK CULVERT INSTALLATIONS

AutoCAD SHX Text

STF

AutoCAD SHX Text

STANISLAUS NATIONAL FOREST

AutoCAD SHX Text

AutoCAD SHX Text NOTES: : 1. DISPLAYED ELEVATION OF INVERT OF PIPE IS AT CENTERLINE DISPLAYED ELEVATION OF INVERT OF PIPE IS AT CENTERLINE OF ROAD. SEE PLAN SHEET FOR INLET AND OUTLET INSTALLATION LOCATIONS. 2. ROAD CONSTRUCTION SHALL FOLLOW SPECIFICATIONS ROAD CONSTRUCTION SHALL FOLLOW SPECIFICATIONS DESCRIBED IN THE FP-03 SECTION 204, EXCAVATION AND EMBANKMENT AND SECTION 301, UNTREATED AGGREGATE COURSES.

AutoCAD SHX Text INSTALL NEW 77" x 52" PIPE ARCH WITH FLARED INLET SECTION, ALUMINUM " DEEP 12" DEEP CORRUGATIONS, 14 GAGE

AutoCAD SHX Text

* PROFILE VERTICAL EXAGGERATION = 10

AutoCAD SHX Text

STA. 0+53, BEGIN ROAD CONSTRUCTION

AutoCAD SHX Text

STA. 2+34, END ROAD CONSTRUCTION

AutoCAD SHX Text

EXISTING GROUND AT ROAD CENTERLINE

AutoCAD SHX Text

PROPOSED PROFILE AT ROAD CENTERLINE

AutoCAD SHX Text

GRANITE CREEK TRIBUTARY PROFILE

SEE NOTE 3

AutoCAD SHX Text

SEE NOTE 3

AutoCAD SHX Text

INSTALL CULVERT INVERTS

AutoCAD SHX Text

AT ELEVATIONS SHOWN ON

AutoCAD SHX Text

PLAN AND PROFILE

AutoCAD SHX Text

RIPRAP APRON

AutoCAD SHX Text A

AutoCAD SHX Text

2:1 FILL SLOPE

AutoCAD SHX Text

2:1 FILL SLOPE

AutoCAD SHX Text

%%UCULVERT PROFILE

AutoCAD SHX Text

%%USECTION A-PIPE ARCH

AutoCAD SHX Text CMP NOTES: 1. A MINIMUM OF 18" OF COVER IS REQUIRED FOR BOTH PIPE INSTALLATIONS. A MINIMUM OF 18" OF COVER IS REQUIRED FOR BOTH PIPE INSTALLATIONS. 2. PLACE AN APRON THE FULL WIDTH OF THE CHANNEL AND 10 FEET LONG OF CLASS 4 RIPRAP AT OUTLET OF PIPES. PLACE AN APRON THE FULL WIDTH OF THE CHANNEL AND 10 FEET LONG OF CLASS 4 RIPRAP AT OUTLET OF PIPES. PAYMENT INCLUDED IN PAY ITEM 15707. 3. PLACE 3" OF BEDDING MATERIAL UNDERNEATH ENTIRE PIPE. BEDDING MATERIAL SHALL CONFORM TO FP-03 70402 PLACE 3" OF BEDDING MATERIAL UNDERNEATH ENTIRE PIPE. BEDDING MATERIAL SHALL CONFORM TO FP-03 70402 GRANULAR BACKFILL OR OTHERWISE APPROVED MATERIAL. PAYMENT SHALL BE INCIDENTAL TO CULVERT INSTALLATION. 4. PRIOR TO COMPLETION OF CONSTRUCTION, NEWLY CONSTRUCTED CHANNEL AND CULVERT SHALL BE SEASONED BY PRIOR TO COMPLETION OF CONSTRUCTION, NEWLY CONSTRUCTED CHANNEL AND CULVERT SHALL BE SEASONED BY WASHING MATERIAL A MINIMUM OF THREE TIMES. DOWNSTREAM SANDBAG BARRIER WILL BE INSTALLED TO COLLECT WATER. WATER SHALL BE PUMPED TO AN AREA WHERE IT WILL INFILTRATE AND NOT ERODE.

AutoCAD SHX Text

ENSURE NO ROCKS LARGER THAN 3" ARE WITHIN 6" OF THE PIPE.

AutoCAD SHX Text

SEE NOTE 3

AutoCAD SHX Text

SEE NOTE 3

AutoCAD SHX Text

%%USECTION A-OVERFLOW

AutoCAD SHX Text

ENSURE NO ROCKS LARGER THAN 3" ARE WITHIN 6" OF THE PIPE.

AutoCAD SHX Text

6" COMPACTED LAYERS TO DENSITY CALLED FOR IN FP-03 SECTION 602

AutoCAD SHX Text

6" COMPACTED LAYERS TO DENSITY CALLED FOR IN FP-03 SECTION 602

AutoCAD SHX Text

INSTALL FLARED END SECTION ON INLET OF PIPE

AutoCAD SHX Text CONSTRUCT RIPRAP FLOWLINE TO MEET EXISTING CHANNEL; INSTALL RIPRAP TO KEEP EXISTING BANK INTEGRITY

AutoCAD SHX Text

INSTALL RIPRAP IN EXISTING SCOUR HOLE

AutoCAD SHX Text

%%UOVERFLOW PIPE PLAN

AutoCAD SHX Text

%%URIPRAP TYPICAL

AutoCAD SHX Text

EXISTING 11' CMP

AutoCAD SHX Text

NEW OVERFLOW PIPE

AutoCAD SHX Text

3% PER PLAN

AutoCAD SHX Text TRAVEL SURFACE AND SHOULDER SHALL BE 4" COMPACTED AGGREGATE BASE. ALL BASE MATERIAL TO BE COMPACTED TO 95% RELATIVE COMPACTION.

AutoCAD SHX Text

CUT 1:2

AutoCAD SHX Text

FILL 1:2

AutoCAD SHX Text

ROAD CROSS SECTION WITH AB

AutoCAD SHX Text

MATCH EXISTING

AutoCAD SHX Text

PLACE 2" - 4" MULCH ON ALL DISTURBED AREAS OUTSIDE TRAVELWAY.

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

OPTIONAL RIPRAP COLLAR 2'-6" THICK AND STAKED BY COR

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

OF 8 SHEETS

AutoCAD SHX Text

OF AGRICULTURE

AutoCAD SHX Text

PACIFIC SOUTHWEST REGION

AutoCAD SHX Text

UNITED STATES DEPARTMENT

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text

GRANITE CREEK CULVERT INSTALLATIONS

AutoCAD SHX Text

SFT

AutoCAD SHX Text

STANISLAUS NATIONAL FOREST

AutoCAD SHX Text

PIPE DETAILS3

%%USANDBAG DETAIL

AutoCAD SHX Text

%%USUMP PUMP

AutoCAD SHX Text

FILL SANDBAGS WITH ON SITE MATERIAL FROM PROJECT EXCAVATION

AutoCAD SHX Text

6 MIL. PLASTIC

AutoCAD SHX Text

STAGE 1

AutoCAD SHX Text

STAGE 2

AutoCAD SHX Text

6 MIL. PLASTIC

AutoCAD SHX Text

SUMP PUMP SYSTEM; CONTRACTOR TO DETERMINE EXACT CONFIGURATION

AutoCAD SHX Text

SQUASH END OF PIPE TO PRODUCE A SPRAY

AutoCAD SHX Text DEWATERING NOTES: : 1. A COFFER DAM SHALL BE CONSTRUCTED AND SHALL PROVIDE A MINIMUM OF 1 FOOT OF FREEBOARD BETWEEN THE WATERLINE ELEVATION AND THE TOP OF THE COFFER DAM. 2. A PUMP SYSTEM SHALL BE USED TO DEWATER THE CONSTRUCTION AREA A PUMP SYSTEM SHALL BE USED TO DEWATER THE CONSTRUCTION AREA BEHIND THE COFFER DAM, AND STREAM DISCHARGE FROM DEWATERING OPERATIONS SHALL BE SPRAYED ONTO UPLAND AREAS SO THAT RUNOFF OR EROSION DOES NOT OCCUR, AND ALL DISCHARGE SHALL INFILTRATE.

AutoCAD SHX Text

%%UDEWATERING/DIVERSION DETAILS

AutoCAD SHX Text P

AutoCAD SHX Text

%%UPLAN

AutoCAD SHX Text

SANDBAG BARRIERS

AutoCAD SHX Text

ROADWAY

AutoCAD SHX Text P

AutoCAD SHX Text

SEE NOTE 2

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

PUMPS

AutoCAD SHX Text

DEWATERING COSTS ARE INCIDENTAL TO OTHER ITEMS

AutoCAD SHX Text

UPSTREAM

AutoCAD SHX Text

DOWNSTREAM

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

OF 8 SHEETS

AutoCAD SHX Text

OF AGRICULTURE

AutoCAD SHX Text

PACIFIC SOUTHWEST REGION

AutoCAD SHX Text

UNITED STATES DEPARTMENT

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text

GRANITE CREEK CULVERT INSTALLATIONS

AutoCAD SHX Text

SFT

AutoCAD SHX Text

STANISLAUS NATIONAL FOREST

AutoCAD SHX Text

DIVERSION AND ROAD DETAILS

TOP OF RISE

AutoCAD SHX Text

DRAINLINE

AutoCAD SHX Text

BACK OF

AutoCAD SHX Text

RAISE GRADE WITH

AutoCAD SHX Text

EXCAVATED MATERIAL

AutoCAD SHX Text

MIN. 4%%%

AutoCAD SHX Text

TOP OF CUT

AutoCAD SHX Text

TOE OF FILL

AutoCAD SHX Text

OUTSLOPE

AutoCAD SHX Text 3-5%%%

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

ORIGINAL GRADE LINE

AutoCAD SHX Text

ORIGINAL GRADE LINE

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

MIN 1%%%

AutoCAD SHX Text

MAX. 10%%%

AutoCAD SHX Text

%%U TYPICAL ROLLING DIP

AutoCAD SHX Text

%%U ROLLING DIP SECTION TYPICAL

AutoCAD SHX Text

BACK OF ROUNDING

AutoCAD SHX Text

0.33' MIN

AutoCAD SHX Text

ORIGINAL GRADE LINE

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

ROUNDING

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

TAPER

AutoCAD SHX Text

ROUNDING

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text

AutoCAD SHX Text 0-5

AutoCAD SHX Text 6-8

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

TAPER

AutoCAD SHX Text

ROUNDING

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

TAPER

AutoCAD SHX Text

ROUNDING

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text

CHORD LENGTH FOR ROUNDING

AutoCAD SHX Text

LOWBOY

AutoCAD SHX Text

LOG TRUCK

AutoCAD SHX Text

4X4 (FIRE ENGINE)

AutoCAD SHX Text

GRADE

AutoCAD SHX Text A

AutoCAD SHX Text 1:1

AutoCAD SHX Text

%%UTYPICAL LEAD OFF DITCH

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 1:1

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

VARIES

AutoCAD SHX Text B

AutoCAD SHX Text 12"

AutoCAD SHX Text

KEY BOTTOM AT DAYLIGHT

AutoCAD SHX Text

BERM W/RIPRAP

AutoCAD SHX Text

%%USECTION B-B

AutoCAD SHX Text

OUTSLOPE 5-10%

AutoCAD SHX Text

THE FINISH GRADE OF ROADBED

AutoCAD SHX Text

SHALL CAREFULLY MATCH

AutoCAD SHX Text 6"

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

4" TYP.

AutoCAD SHX Text

ELEVATION OF CLASS 2 RIPRAP

AutoCAD SHX Text %%uSECTION A-A

AutoCAD SHX Text

RIPRAP WHEN SPECIFIED

AutoCAD SHX Text

RIPRAP WHEN SPECIFIED

AutoCAD SHX Text

RIPRAP WHEN SPECIFIED

AutoCAD SHX Text

OF NATURAL GROUND

AutoCAD SHX Text

5% MIN

AutoCAD SHX Text

SEE TYPICAL

AutoCAD SHX Text L.O.D.

AutoCAD SHX Text B

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text A

AutoCAD SHX Text

OR DIRT

AutoCAD SHX Text

LEAD OFF DITCH BOTTOM SHALL BE SLOPED TO PROVIDE PROPER DRAINAGE.

AutoCAD SHX Text WHEN RIPRAP IS SPECIFIED AT OUTLET, IT SHALL BE SHAPED TO ASSURE WATER GOES ONTO RIPRAP, NOT AROUND. INSTRUMENT SHALL BE USED TO DETERMINE LOW POINT.

AutoCAD SHX Text WHEN RIPRAP IS SPECIFIED - TOP ELEVATION SHALL BE AT TOP OF FINISHED OUTLET GRADE, NOT SUBGRADE.

AutoCAD SHX Text

1. MIN CROSS-SLOPE OF DRAINLINE: MIN 4%; MAX:10%

AutoCAD SHX Text

2. SKEW OF DRAINLINE SHALL BE 0-5 DEGREES DOWN GRADE

AutoCAD SHX Text

3. WHEN RIPRAP IS SPECIFIED AT OUTLET, IT SHALL BE SHAPED TO ASSURE WATER GOES ONTO RIPRAP, NOT AROUND. INSTRUMENT SHALL BE USED TO DETERMINE LOW POINT

AutoCAD SHX Text

4. RIPRAP TOP ELEVATION SHALL BE AT TOP OF FINISHED OUTLET GRADE, NOT SUBGRADE

AutoCAD SHX Text

5. TAPER LENGTHS SHALL BE WITHIN 10% OF LISTED LENGTHS

AutoCAD SHX Text

6. DIP SHALL BE CONSTRUCTED TO THE DIMENSIONS SHOWN PRIOR TO PLACEMENT OF AGGREGATE COURSE

AutoCAD SHX Text

ROLLING DIP (PAY ITEM 204.20):

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

OF 8 SHEETS

AutoCAD SHX Text

OF AGRICULTURE

AutoCAD SHX Text

PACIFIC SOUTHWEST REGION

AutoCAD SHX Text

UNITED STATES DEPARTMENT

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text

GRANITE CREEK CULVERT INSTALLATIONS

AutoCAD SHX Text

SFT

AutoCAD SHX Text

STANISLAUS NATIONAL FOREST

AutoCAD SHX Text

Title Sheet

Sheet 2

Sheet 3

Sheet 4

Sheet 5

Sheet 6

Sheet 7

Sheet 8

File details come from the government source that posted it. Updated Nov 14, 2017.