A06_ConstructionPlans_AppendixA.pdf

PDF 4 MB Posted Aug 7, 2021

Attached to: RED ROCK NCA POTABLE WATER PIPELINE - SNDO
Solicitation number: 140L3921R0012
Issued by: Department of the Interior Bureau of Land Management Nevada Region

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Written by GovTribe AI · Dec 28, 2023

This solicitation seeks fixed price quotations for the replacement of potable water pipelines at the Red Rock Visitors Center in Clark County, Nevada. The Bureau of Land Management requires the removal and replacement of approximately 2,000 feet of 4-inch PVC pipeline and 1.5-inch PVC pipeline. Drawings and specifications are provided for the pipeline replacement work. A mandatory site visit is scheduled for August 24, 2021, with RSVP to the point of contact. The solicitation includes all necessary information for vendors to submit quotations for this pipeline replacement project at the Red Rock NCA in Nevada.

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File	Type	Posted
Sol_140L3921R0012_Amd_0001.pdf	PDF	Sep 2, 2021
A06_BLMDecisionRecord_AppendixD.pdf	PDF	Aug 7, 2021
Sol_140L3921R0012.pdf	PDF	Aug 7, 2021
B08_BidSchedule_RRNCA-PotableWaterPipeline.docx	DOCX document	Aug 7, 2021
B03_WD_NV20210024_ClarkCo.pdf	PDF	Aug 7, 2021
A06_Specifications_AppendixB.pdf	PDF	Aug 7, 2021
B12_Past_Perf_Questionnare_L3921R0012.docx	DOCX document	Aug 7, 2021
A04_SOW_RRNCAPipelineReplacement.pdf	PDF	Aug 7, 2021
A06_NEPA_Terms_AppendixE.pdf	PDF	Aug 7, 2021
A06_GeotechnicalReport_AppendixF.pdf	PDF	Aug 7, 2021
A06_NDEP_Approval_AppendixC.pdf	PDF	Aug 7, 2021

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APPENDIX A

RRCNCA

VISITOR'S CENTER AND FEE STATION

POTABLE WATER PIPELINES

CONSTRUCTION PLANS

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10/16/2020

RRCVC

BLM Project #

Sheet of

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140L7318D002

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G-01

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001-G-001_D3290104.DWG

BUREAU OF LAND MANAGEMENT

LAS VEGAS FIELD OFFICE, NEVADA

UNITED STATES DEPARTMENT OF THE INTERIOR

RED ROCK CANYON VISITORS CENTER AND FEE AREA

POTABLE WATER SUPPLY PIPELINE REPLACEMENT

INDEX OF SHEETS

1 G-01 COVER, LOCATION MAPS AND SHEET LIST

2 G-02 CIVIL ABBREVIATIONS AND PLAN SYMBOLS

3 C-01 OVERALL SITE, SURVEY CONTROL, TORTOISE FENCING AND ACCESS PLAN

4 PP-01 4" PIPE PLAN AND PROFILE 1

5 PP-02 4" PIPE PLAN AND PROFILE 2

6 PP-03 4" PIPE PLAN AND PROFILE 3

7 PP-04 4" PIPE PLAN AND PROFILE 4

8 PP-05 1.5" PIPE PLAN AND PROFILE 1

9 PP-06 1.5" PIPE PLAN AND PROFILE 2

10 PP-07 1.5" PIPE PLAN AND PROFILE 3

11 CD-01 CIVIL DETAILS 1

SHEET

NO.

DWG

NO.

SHEET TITLE

GENERAL G

6/30/21

10/23/2020

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140L7318D002

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001-G-002_D3290104.DWG

SITE SYMBOLS - GENERAL

EARTH, CRUSHED ROCK GRAVEL

EARTH, UNDISTURBED

EARTHWORK, COMPACTED FILL

SAND

BREAK (USER DEFINES SIZE)

SITE SYMBOLS - EARTHWORK

FENCE

EXISTING EDGE OF PAVEMENT

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING CMU WALL

PROPOSED CMU WALL

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING SEWER LINE W/MH

EXISTING DROP INLET

EXISTING FIRE HYDRANT

CENTERLINE

EXISTING STREET LIGHT

POTHOLE LOCATION

EASEMENT LINE

RIGHT-OF-WAY LINE

SEWER BACK WATER VALVE

EXISTING UTILITIES

XXXX

TORTOISE FENCE

EXISTING WATER LINE & VALVE

PROPOSED UTILITIES

EXISTING GAS LINE

PROPERTY LINE

EXISTING UNDERGROUND ELECTRICAL

EXISTING STORM DRAIN

EXISTING CABLE TV

EXISTING OVERHEAD AND POWER POLES

EXISTING UTILITY BOX

EXISTING METER BOX

EXISTING WATER METER

EXISTING TRAFFIC SIGNAL PULL BOX

EXISTING TELEPHONE MANHOLE

SAWCUT

EXISTING SIDEWALK AND RAMP

FUTURE STORM DRAIN

EXISTING TELEPHONE

ABANDONED UTILITY

STUB & PLUG PIPE

FUTURE UTILITIES

EX SS

EX WTR

EX GAS

EX ELEC

EX CATV

EX TEL

EX OHP

EX 6'X6' RCB SD

FUT 6'X6' RCB SD

(2140)

(2141)

DEMOLITION

CONCRETE

EXISTING WATER VALVE

PROPOSED WATER VALVE

SECTION / DETAIL DESIGNATIONS

ON DRAWING WHERE SECTION

OR DETAIL IS TAKEN:

SECTION (LETTER) OR

DETAIL (NUMERAL)

DESIGNATION

DRAWING NUMBER

(REPLACED WITH A LINE

IF TAKEN AND SHOWN

ON SAME SHEET)

ON DRAWING WHERE SECTION

IS SHOWN:

DRAWING NUMBER(S)

WHERE TAKEN

ON DRAWING WHERE DETAIL

IS SHOWN:

WHERE TAKEN

DRAWING NUMBER(S)

ON DRAWING WHERE ONLY A

TITLE IS REQUIRED WITH NO

REFERENCE (eg: ELEVATIONS)

SECTION CALLOUT WHERE SECTION

IS ON THE SAME SHEET AND CUT

EXTENDS TO A FIXED LIMIT

SECTION CALLOUT WHERE SECTION

IS ON ANOTHER SHEET AND CUT

EXTENDS THROUGHOUT ENTIRE SHEET

NORTH ARROW; CAN BE MODIFIED

TO INCLUDE MAGNETIC NORTH ALONG

WITH PROJECT NORTH

KEYNOTE NUMBER

DESIGN DETAIL DESIGNATION (NUMERAL)

SHOWN ON DESIGN DETAIL DRAWING(S)

ALL DESIGN DETAILS ARE TYPICAL AND MUST BE USED IF DESIGN

DETAIL DESIGNATION IS NOT SHOWN

NOTES:

DESIGN DETAIL DESIGNATION

REVISION / ADDENDA NUMBER

GRID LINE INDICATOR

DRAWING NUMBER

WHERE SHOWN

THE TERM STANDARD DETAIL, OR A FORM OF IT, IS SYNOMONOUS WITH

DESIGN DETAIL. THE DESIGN DETAILS REPRESENT THE CHARACTER AND

NATURE OF THE WORK REQUIRED THROUGHOUT THE PROJECT. ALL

ASSOCIATED WORK SHALL BE IN ACCORDANCE WITH THE DESIGN

DETAILS SHOWN WHETHER THE DETAILS ARE SPECIFICALLY

REFERENCED OR NOT.

ABBREVIATIONS

ASTM

EX, EXST

ELEC

EXT

HORIZ

INV

POB

POE

PVC

PVI

SCH

SIM

STA

TYP

UON

UDACS

USDCCA

VERT

WTR

DRAWING TITLE

SCALE

1234-567

R-2

R-1

SECTION

SCALE

R-3

DETAIL

SCALE

R-2

0 1 2 3

1"=1'-0"

SCALE BAR

MB-4

ELEVATION CALLOUT WHERE ELEVATION

IS ON ANOTHER SHEET

AMERICAN SOCIETY FOR TESTING AND MATERIALS

EAST, EASTING

EXISTING GRADE

EXISTING

ELECTRIC

ELEVATION

EXTERIOR

FINISH GRADE

HORIZONTAL

INVERT

MAINTENANCE BUILDING

NORTH, NORTHING

POINT OF INTERSECTION

POINT OF BEGINNING

POINT OF ENDING

POLYVINYL CHLORIDE

POINT OF VERTICAL INTERSECTION

SCHEDULE

SIMILAR

SANITARY SEWER

STATION

TYPICAL

UNDERGROUND

UNLESS OTHERWISE NOTED

ULTRAVIOLET

UNIFORM DESIGN AND CONSTRUCTION STANDARDS FOR

POTABLE WATER DISTRIBUTION SYSTEMS

UNIFORM STANDARD DRAWINGS, CLARK COUNTY AREA

VERTICAL

WITH

WATER LINE

WATER

GENERAL G

1. CONTRACTOR TO REFERENCE DECISION RECORD DOI-BLM-NV-SO20-2015-009-EA.

2. SOURCE OF TOPOGRAPHY SHOWN ON THE CIVIL PLANS ARE BASE MAPS PROVIDED BY WALLACE MORRIS KLINE SURVEYING. ADDITIONAL MAPPING

HAS BEEN ADDED FROM AS-BUILT DATA PROVIDED BY BLM.

3. EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND ADJUST

WORK PLAN ACCORDINGLY PRIOR TO BEGINNING CONSTRUCTION.

4. HORIZONTAL DATUM: NAD 83 U.S. SURVEY FEET.

5. VERTICAL DATUM: NAVD 88 U.S. SURVEY FEET.

6. MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS, AND STAKES WHICH ARE DISTURBED OR DESTROYED.

PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL MONUMENT(S) IN A TIMELY MANNER, AND AT THE

CONTRACTOR'S EXPENSE.

7. STAGING AREA SHALL BE FOR CONTRACTOR'S EMPLOYEE PARKING, CONTRACTOR'S TRAILERS AND ON-SITE STORAGE OF MATERIALS.

8. PROVIDE TEMPORARY FENCING AS NECESSARY TO MAINTAIN SECURITY AT ALL TIMES.

9. ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN.

10. SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION CONTROL DEVICES DURING CONSTRUCTION.

12. CONTRACTOR SHALL TAKE ALL OTHER MEASURES TO POSITIVELY PRECLUDE EROSION MATERIALS FROM LEAVING THE SITE.

GENERAL SITE NOTES:

1. EXISTING UNDERGROUND UTILITIES OBTAINED FROM AS-BUILTS AND FROM FIELD SURVEY. CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION PRIOR

TO EXCAVATION. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION.

2. EXISTING PIPING AND EQUIPMENT ARE SHOWN SCREENED AND/OR LIGHT LINED. NEW PIPING AND EQUIPMENT ARE SHOWN HEAVY-LINED.

3. ALL PIPES SHALL HAVE A CONSTANT SLOPE BETWEEN INVERT ELEVATIONS UNLESS A FITTING IS SHOWN.

4. ALL NEW WATER PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, CHLORINATED AND BACTERIOLOGICALLY TESTED, AS SPECIFIED.

5. FOR TRENCHING AND BACKFILL, SEE SPECIFICATIONS.

GENERAL UTILITY NOTES:

LIMITS OF DISTURBANCE

U G

UGE

S D

64+03

50+00

63+00 64+00

29+12

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BASIS OF BEARINGS

THIS SURVEY IS BASED ON THE NEVADA STATE PLANE COORDINATE SYSTEM, EAST

ZONE (2701), NORTH AMERICAN DATUM OF 1983 (NAD 1983(2011)), EPOCH 2010.00,

GEOID09(CONUS), COMBINED SCALE FACTOR: 1.0002686719

BENCHMARK

CLARK COUNTY VERTICAL CONTROL STATION 8C197SW6_1998, NDOT CAP IN A

CONCRETE MONUMENT, 50' SOUTH OF CENTERLINE OF STATE ROUTE 159, 0.2

MILES NORTHEAST OF RED ROCK SCENIC LOOP ENTRANCE. NDOT STATION

570+17.36

ELEVATION = 1117.376 METERS

ELEVATION = 3665.924 U.S. SURVEY FEET (NAVD 88 v.2018)

1. CONTRACTOR TO MAINTAIN OPEN ACCESS TO VISITOR CENTER

AND DRIVEWAYS.

2. TORTOISE FENCING SHOWN FOR REFERENCE ONLY. CONTRACTOR TO

PROVIDE TORTOISE FENCING AROUND ALL EXCAVATIONS AND APPROVED

BIOLOGIST IN ACCORDANCE WITH GOVERNMENT STATEMENT OF WORK.

3. PRESSURE TEST AND DISINFECT NEW WATERLINES IN ACCORDANCE WITH

SPECIFICATIONS AND NDEP REQUIREMENTS.

4. RESEED ALL DISTURBED AREAS IN ACCORDANCE WITH GOVERNMENT

STATEMENT OF WORK. SEED MIX FURNISHED BY OWNER.

NOTES:

0 100 200 300

1"=100'

RED ROCK CANYON

FEE STATION

RED ROCK CANYON

"VISITORS" CENTER

DRIVEWAY, SEE NOTE 1

EXST POWER AND

4" PVC WATER

RED ROCK CANYON

WATER SUPPLY WELL

SEE NOTE 2

4" PVC WATER

1.5" PVC WATER

T Y

S C

E N

LEGEND:

STAGING AREA

CIVIL C

XXX

X X X X X X

9+50 10+00 11+00 12+00 13+00 14+00 14+50

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0 20 30 40

1"=20'

PLAN

1"=20'

PROFILE

1"=20'

EXISTING GRADE

CUT, CAP AND

ABANDON

EXISTING

STA: 11+70.00 TO STA: 13+57.00

4" PVC C900 DR 18 WITH CLSM BACKFILL,

SEE DETAIL

N O

E E

EXISTING

WELL AND

PUMP HOUSE

EXISTING GATE VALVE,

PROTECT IN PLACE

M A

T C

H L I N

S T

C U

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C T

X S

V C

W A

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O T

1. APPROXIMATE ALIGNMENT SHOWN. CONTRACTOR SHALL

LOCATE EXISTING 3-PHASE POWER AND PROVIDE 10' SPACING

TO NEW WATERLINE ALIGNMENT. LOCATE EXISTING POWER AT 300' MIN

INTERVALS BETWEEN STA: 10+00 AND STA: 21+96.75.

2. INSTALL THRUST RESTRAINT IN ACCORDANCE WITH UDACS PLATE NO. 31.

3. REMOVE, STORE, AND TRANSPLANT JOSHUA TREES AND YUCCA WHERE

IN CONFLICT WITH IMPROVEMENTS IN ACCORDANCE WITH GOVERNMENT

STATEMENT OF WORK.

4. ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL

SET PIPE INVERT ELEVATIONS TO PROVIDE FOR MINIMUM CROSSING

SEPARATIONS AND MINIMUM COVER SHOWN. SEE DETAIL

NOTES:

S T

I N

S T

A L L

E R

E N

I N

S E

O T

CD-01

4" PVC WATER

STA: 10+00.00 TO STA: 11+70.00

4" C900 DR 18 PVC,

SEE DETAIL

STA: 13+57.00 TO STA: 14+50.00

4" C900 DR 18 PVC,

SEE DETAIL

ABANDON EXST 4"

PVC WATER

EXST 3-PHASE

POWER, PROTECT

IN PLACE

PLAN & PROFILE PP

STA: 10+00.00 POB

POINT OF CONNECTION,

FIELD LOCATE EXST 4" PVC

CONTRACTOR TO FIELD VERIFY

N 26749180.81

E 702118.44

CD-01

0.00%

-0.71%

E X

W T

E X

E L E

E X

W T

E X

E L E

1.5" PVC WATER,

SEE PP-05

CD-01

STA: 11+86.24 TO STA: 13+33.59

5' MIN COVER

EXST 4" WTR

14+50 15+00 16+00 17+00 18+00 19+00 20+00

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0 20 30 40

1"=20'

PLAN

1"=20'

PROFILE

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EXISTING GRADE

N O

E E

M A

T C

H L I N

M A

T C

H L I N

0.42%

1. APPROXIMATE ALIGNMENT SHOWN. CONTRACTOR SHALL LOCATE

EXISTING 3-PHASE POWER AND PROVIDE 10' SPACING TO NEW WATERLINE

ALIGNMENT. LOCATE EXISTING POWER AT 300' INTERVALS BETWEEN

STA: 10+00 AND STA: 21+96.75.

2. INSTALL THRUST RESTRAINT IN ACCORDANCE WITH UDACS PLATE NO. 31.

3. REMOVE, STORE, AND TRANSPLANT JOSHUA TREES AND YUCCA WHERE IN

CONFLICT WITH IMPROVEMENTS IN ACCORDANCE WITH GOVERNMENT

STATEMENT OF WORK.

4. ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL

SET PIPE INVERT ELEVATIONS TO PROVIDE FOR MINIMUM CROSSING

SEPARATIONS AND MINIMUM COVER SHOWN. SEE DETAIL

NOTES:

4" PVC WATER

STA: 14+50.00 TO STA: 20+00.00

4" C900 DR 18 PVC,

SEE DETAIL,

ABANDON EXST

4" PVC WATER

EXST 3-PHASE

POWER, PROTECT

IN PLACE

PLAN & PROFILE PP

S T

V I

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CD-01

S T

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1.57%

2.4 1%

E X

W T

E X

E L E

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CD-01

24+00

25+00

X X

20+00 21+00 22+00 23+00 24+00 25+00 25+50

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0 20 30 40

1"=20'

PLAN

1"=20'

PROFILE

1"=20'

VISITOR CENTER

DRIVEWAY (ASPHALT)

PROTECT IN PLACE

EXISTING GRADE

M A

T C

H L I N

M A

T C

H L I N

1. APPROXIMATE ALIGNMENT SHOWN. CONTRACTOR SHALL LOCATE

EXISTING 3-PHASE POWER AND PROVIDE 10' SPACING TO NEW

WATERLINE ALIGNMENT. LOCATE EXISTING POWER AT 300' MIN.

INTERVALS BETWEEN STA: 10+00.00 AND STA: 21+96.75.

2. INSTALL THRUST RESTRAINT IN ACCORDANCE WITH UDACS

PLATE NO. 31.

3. EXISTING ABANDONED SEPTIC TANK, BACKFILLED WITH GRAVEL.

COMPLETELY DEMOLISH EXISTING TANK AND TANK BACKFILL

MATERIAL AND DISPOSE OFFSITE. DEMOLISH ASSOCIATED

ABANDONED PIPING TO 10' MIN PAST NEW WATERLINE. BACKFILL

EXCAVATION WITH NATIVE SOIL, IN ACCORDANCE WITH

SPECIFICATIONS.

4. ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR

SHALL SET PIPE INVERT ELEVATIONS TO PROVIDE FOR MINIMUM

CROSSING SEPARATIONS AND MINIMUM COVER SHOWN. SEE DETAIL

NOTES:

4" PVC WATER

ABANDON EXST 4"

PVC WATER

EXST 3-PHASE

POWER, PROTECT

IN PLACE

EXISTING BARBED WIRE

FENCE. REMOVE FROM NEW

ALIGNMENT TO NEAREST POST

N O

SEE NOTE 3

STA: 20+00.00 TO STA: 23+10.28

4" C900 DR 18 PVC,

SEE DETAIL

E X

E L E

PLAN & PROFILE PP

V I

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CD-01

V I

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V I

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STA: 23+10.28 TO STA: 25+50.00

4" C900 DR 18 PVC

CLSM BACKFILL, SEE DETAIL

CD-01

2.1 4%

STA: 21+96.75 PI

45° HORIZ BEND

N 26750374.76

E 702036.62

SEE NOTE 2

STA: 23+10.28 PI

45° HORIZ BEND

N 26750448.71

E 701950.49

SEE NOTE 2

E X

E L E

E X

W T

CD-01

29+12

27+00

28+00

29+00

X X

25+50 26+00 27+00 28+00 29+00 30+00 31+00

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Date:

JACOBS Job # D3290104

10/16/2020

RRCVC

BLM Project #

Sheet of

C h e c k e d b y

140L7318D002

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PP-04

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005-PP-04_D3290104.dwg

0 20 30 40

1"=20'

PLAN

1"=20'

PROFILE

1"=20'

VISITORS CENTER

PARKING LOT

(ASPHALT)

EXISTING GRADE

1. APPROXIMATE ALIGNMENT SHOWN. CONTRACTOR SHALL

LOCATE EXISTING 3-PHASE POWER AND PROVIDE 10' SPACING

TO NEW WATERLINE ALIGNMENT.

2. INSTALL THRUST RESTRAINT IN ACCORDANCE WITH UDACS PLATE NO. 31.

3. REMOVE, STORE, AND TRANSPLANT JOSHUA TREES AND YUCCA WHERE

IN CONFLICT WITH IMPROVEMENTS IN ACCORDANCE WITH

GOVERNMENT STATEMENT OF WORK.

4. ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL

SET PIPE INVERT ELEVATIONS TO PROVIDE FOR MINIMUM CROSSING

SEPARATIONS AND MINIMUM COVER SHOWN. SEE DETAIL

NOTES:

4" PVC WATER

CUT, CAP AND

ABANDON EXST

4" WATER

EXST 6" SEWER

(APPROXIMATE)

MEMORIAL STONE

WALKWAY,

PROTECT IN PLACE

E X

S S

ABANDONED IRRIGATION VALVE

DEMOLISH AS REQUIRED, TYP

PLAN & PROFILE PP

STA: 28+94.67 PI

N 26750884.24

E 702184.58

SEE NOTE 2

STA: 25+51.39 PI

22.5° HORIZ BEND

N 26750689.49

E 701937.70

SEE NOTE 2

STA: 26+00.00 PI

22.5° HORIZ BEND

N 26750735.32

E 701953.89

SEE NOTE 2

STA: 28+05.23 PI

45° HORIZ BEND

N 26750884.24

E 702095.11

SEE NOTE 2

EXISTING ABANDONED SEWER.

SIZE AND DEPTH UNKNOWN.

DEMOLISH 10' EACH DIRECTION

IF WITHIN 18" VERTICAL OF NEW PIPE

PLUG OPEN ENDS WITH 3' MIN

LENGTH CONCRETE PLUG

STA: 29+11.65 POE

N 26750896.25

E 702196.56

FIELD LOCATE EXST

WATER

CD-01

STA: 25+50.00 29+11.65

4" PVC C900 DR 18 PVC

CLSM BACKFILL,

SEE DETAIL

S T

V I

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S T

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A L V

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C O

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A C

L A o

S T

V I

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-0.94%

-1.25%

4" GATE VALVE

CENTER PIPE JOINT

EQUAL DISTANCE

FROM SEWER PIPE

CROSSING

SAWCUT AND

RESTORE ASPHALT,

SEE DETAIL

CD-01

SAWCUT AND

REPLACE

SIDEWALK PER

USDCCA DWG. 234,

TYP

SAWCUT AND

REPLACE

SIDEWALK PER

USDCCA DWG. 234,

TYP

CD-01

SAWCUT AND REPLACE

EXISTING ASPHALT

29+11.65

EXST 4" WTR

49+50 50+00 51+00 52+00 53+00 54+00 55+00

FILENAME:

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Date:

JACOBS Job # D3290104

10/16/2020

RRCVC

BLM Project #

Sheet of

C h e c k e d b y

140L7318D002

R E

O C

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PP-05

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005-PP-05_D3290104.dwg

0 20 30 40

1"=20'

PLAN

1"=20'

PROFILE

1"=20'

EXISTING GRADE

T C

L I

STA: 52+27.38TO STA: 53+92.70

CLSM BACKFILL, SEE DETAIL

CD-01

1. APPROXIMATE ALIGNMENT SHOWN. CONTRACTOR SHALL LOCATE EXISTING 1.5"

PVC WATER LINE AT CONNECTION POINTS AND NEAR CHANGES IN HORIZONTAL

DIRECTION, AT A MINIMUM.

2. INSTALL THRUST RESTRAINT IN ACCORDANCE WITH UDACS PLATE NO. 31.

3. REMOVE, STORE, AND TRANSPLANT JOSHUA TREES AND YUCCA WHERE IN

CONFLICT WITH IMPROVEMENTS IN ACCORDANCE WITH GOVERNMENT

STATEMENT OF WORK.

4. ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL SET

PIPE INVERT ELEVATIONS TO PROVIDE FOR MINIMUM CROSSING SEPARATIONS

AND MINIMUM COVER SHOWN. SEE DETAIL

NOTES:

CUT, CAP AND

ABANDON

EXISTING,

SIM

1.5" PVC

WATER

4" PVC WATER,

SEE PP-01

1.5" PVC WATER

FIELD LOCATE EXISTING 1.5"

STEEL WATER AND CONNECT TO

NEW 1.5" PVC WATER. THREAD

EXISTING STEEL LINE AND

CONNECT WITH FNPT X SOCKET

WELD PVC COUPLING

STA: 50+00.00 TO STA: 52+27.38

1.5" SCH 80 PVC,

SEE DETAIL

STA: 53+92.70 TO STA: 55+00.00

1.5" SCH 80 PVC,

SEE DETAIL

PLAN & PROFILE PP

STA: 54+43.73 PI

22.5° HORIZ BEND

N 26749411.80

E 702424.06

SEE NOTE 2

STA: 53+66.91 PI

45° HORIZ BEND

N 26749402.92

E 702347.76

SEE NOTE 2

STA: 50+00.00 POB

WATER LINE

N 26749140.28

E 702107.90

CONTRACTOR TO

FIELD VERIFY POB

STA: 50+31.93 PI

45° HORIZ BEND

N 26749140.28

E 702139.83

SEE NOTE 1

-1.81%

-0.05%

S T

O B

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C U

N E

C T

S T

A T

E R

S T

V I

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S T

A L L

E R

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S E

O T

CD-01

S T

V I

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S T

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E R

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S E

O T

S T

V I

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S T

A L L

E R

E N

S E

O T

S T

V I

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S T

V I

I N

S T

V I

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S T

A L L

E R

E N

S E

O T

E X

T R

CD-01

-2.19%

STA: 52+45.15 TO STA: 53+33.33

5' MIN COVER

CD-01

EXST 1.5"

STL WTR

55+00

56+00

57+00

58+00

55+00 56+00 57+00 58+00 59+00 59+50

FILENAME:

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S t a t e s

D e p a r t m e n t o f t h e

I n t e r i o r

B u r e a u o f

L a n d

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J A

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D E

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Date:

JACOBS Job # D3290104

10/16/2020

RRCVC

BLM Project #

Sheet of

C h e c k e d b y

140L7318D002

R E

O C

I S

I T

O R

T E

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PP-06

U M

E N

T S

005-PP-06_D3290104.dwg

0 20 30 40

1"=20'

PLAN

1"=20'

PROFILE

1"=20'

EXISTING GRADE

M A

T C

H L I N

1. INSTALL THRUST RESTRAINT IN ACCORDANCE WITH UDACS PLATE NO. 31.

2. REMOVE, STORE AND TRANSPLANT JOSHUA TREES AND YUCCA WHERE IN

CONFLICT WITH IMPROVEMENTS IN ACCORDANCE WITH GOVERNMENT

STATEMENT OF WORK.

3. ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL

SET PIPE INVERT ELEVATIONS TO PROVIDE FOR MINIMUM CROSSING

SEPARATIONS AND MINIMUM COVER SHOWN. SEE DETAIL

NOTES:

1.5" PVC WATER

STA: 55+00.00 TO STA: 59+50.00

1.5" SCH 80 PVC,

SEE DETAIL

PLAN & PROFILE PP

CD-01

S T

V I

I N

S T

V I

I N

-2.83%

-1.81%

0.30%

STA: 58+96.60 PI

11.25° HORIZ BEND

N 26749688.03

E 702782.92

SEE NOTE 1

EX WTR

E X

T R

CD-01

64+03

60+00

61+00

62+00

X X X X X X X X X X X X X X X X X X X X X X X X X X

XXXXXXXXXXXXXXXXXXXXX

XXXX

59+50 60+00 61+00 62+00 63+00 64+00 64+50

FILENAME:

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U n i t e d

S t a t e s

D e p a r t m e n t o f t h e

I n t e r i o r

B u r e a u o f

L a n d

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J A

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Date:

JACOBS Job # D3290104

10/16/2020

RRCVC

BLM Project #

Sheet of

C h e c k e d b y

140L7318D002

R E

O C

I S

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PP-07

U M

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005-PP-07_D3290104.dwg

0 20 30 40

1"=20'

PLAN

1"=20'

PROFILE

1"=20'

EXISTING GRADE

M A

T C

H L

I N

1. APPROXIMATE ALIGNMENT SHOWN. CONTRACTOR SHALL LOCATE EXISTING 1.5" PVC WATER LINE.

2. INSTALL THRUST RESTRAINT IN ACCORDANCE WITH UDACS PLATE NO. 31.

3. ALL VALVES TO BE ABANDONED SHALL BE ABANDONED IN THE CLOSED POSITION, UNLESS SHOWN

OTHERWISE, BY REMOVING A MINIMUM OF THE TOP TWENTY-FOUR (24) INCHES OF THE VALVE BOX

AND THEN FILLING THE BOTTOM OF THE BOX WITH A MINIMUM OF (8) INCHES OF SAND OR TYPE II

AGGREGATE BASE. THE REMAINING PORTION OF THE VALVE BOX SHALL BE FILLED WITH CONCRETE

HAVING A COMPRESSIVE STRENGTH OF AT LEAST TWO THOUSAND (2,000) PSI.

4. REMOVE, STORE, AND TRANSPLANT JOSHUA TREES AND YUCCA WHERE IN CONFLICT WITH

IMPROVEMENTS IN ACCORDANCE WITH GOVERNMENT STATEMENT OF WORK.

5. ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL SET PIPE INVERT ELEVATIONS

TO PROVIDE FOR MINIMUM CROSSING SEPARATIONS AND MINIMUM COVER SHOWN. SEE DETAIL

NOTES:

1.5" PVC WATER

EXISTING

BACKFLOW

PREVENTOR

STA: 59+50.00 TO STA: 62+80.00

1.5" SCH 80 PVC,

SEE DETAIL

S T

I N

C U

N E

E X

E R

PLAN & PROFILE PP

STA: 62+80.00

TO STA: 63+21.36

CLSM BACKFILL,

SEE DETAIL

STA: 63+21.36 TO STA: 64+02.51

1.5" SCH 80 PVC

CD-01

S T

V I

I N

S T

V I

I N

S T

V I

I N

-0.92%

-4 .6

-2.94%

STA: 64+02.51 POE

N 26749845.39

E 703256.18

FIELD LOCATE

EXST 1.5" WATER

AND CONNECT NEW

1.5" PVC WATER LINE,

SEE DETAIL

STA: 62+89.20 PI

22.5° HORIZONTAL BEND

N 26749844.79

E 703256.18

SEE NOTE 2

EX WTR

CD-01

SAWCUT AND RESTORE

ASPHALT, SEE DETAIL

CD-01

ABANDON VALVES IN PLACE,

SEE NOTE 3

EXISTING WATER METER.

DEMOLISH AND BACKFILL

VAULT. SALVAGE WATER

METER TO GOVERNMENT

CUT, CAP AND

ABANDON

EXISTING

1.5" WATER,

SIM

STA: 63+96.00

N 26748845.36

E 703249.52

INSTALL 1.5" ANGLE STOP,

METER AND VAULT PER

UDACS PLATE NO. 4

RED ROCK

CANYON

FEE STATION

CD-01

EXISTING BARBED

WIRE FENCE,

REMOVE FROM

NEW ALIGNMENT

TO NEAREST POST

CD-01

R e d

R o c k

C a n y o n

N a t i o n a l

C o n s e r v a t i o n

A r e a

S h e e t

T i t l e

U n i t e d

S t a t e s

D e p a r t m e n t o f t h e

I n t e r i o r

B u r e a u o f

L a n d

M a n a g e m e n t

J A

C O

I N

E E

R I N

R O

U P

L L

A G

I E

E N

D E

R S

Date:

JACOBS Job # D3290104

10/16/2020

RRCVC

BLM Project #

Sheet of

C h e c k e d b y

140L7318D002

R E

O C

I S

I T

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T E

T I O

P O

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B L

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P L

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L A

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M E

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R e v i s i o n s

D e s c r i p t i o n

D a t e

C I V

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A I

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CD-01

U M

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005-CD-01_D3290104.dwg

DETAILS CD

12"

MIN

MAX

(TYP)

I N

I M

E R

M I N

V A

R I E

EXISTING GRADE

4" MIN

BEDDING

PIPE ZONE AS SPECIFIED

SAW CUT,

TYP

T = THICKNESS OF

EXST PAVEMENT

TRENCH WIDTH SEE

AGGREGATE

BASE MATERIAL

12" MIN

SEE NOTE 8

12" MIN

SEE NOTE 2

NEW BITUMINOUS

CONCRETE

PAVEMENT

MATCH THICKNESS OF

EXISTING AGGREGATE

BASE

T+1"

MIN

TRENCH BACKFILL

ABOVE PIPE ZONE

AS SPECIFIED

REPLACE GRAVEL SURFACE OVER

BACKFILLED TRENCH TO 8'' MIN

NATIVE SURFACE MATERIAL

TRENCH BACKFILL ABOVE PIPE

ZONE, AS SPECIFIED

NOTES:

CONTRACTOR SHALL SLOPE TRENCH WALLS OR SHORE

EXCAVATIONS FOR CONSTRUCTION AND SAFETY AND IN

ACCORDANCE WITH CURRENT OSHA REQUIREMENTS

IF NO EXISTING AGGREGATE BASE IS FOUND, INSTALL AGGREGATE BASE

MATERIAL TO THE MINIMUM DEPTH INDICATED UNDER ALL AREA'S

REQUIRING BITUMINOUS CONCRETE PAVEMENT.

WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE

TRENCH EXCAVATION COMES WITHIN FIVE (5) FEET OF THE OUTER EDGE

OF THE PAVEMENT, THE EXISTING PAVING SHALL BE REMOVED TO THE

EDGE OF ASPHALT OR CURB FACE. ALL ASSOCIATED COST FOR THIS

REQUIREMENT SHALL BE INCLUDED IN THE BID.

NOTES:

PIPE CONNECTION DETAIL

NOT TO SCALE

SURFACE RESTORATION IN UNPAVED AREAS

NOT TO SCALE

SURFACE RESTORATION IN PAVED AREAS

NOT TO SCALE

CD-01

TRENCH BACKFILL

NOT TO SCALE

BACKFILL ABOVE PIPE ZONE

AS SPECIFIED

SURFACE RESTORATION,

PER PLAN. SEE DETAILS

CUT AND DRAIN

EXISTING PIPE

TO BE ABANDONED

PVC CAP

NEW PIPE

COUPLING, AS SPECIFIED

EXISTING PIPE TO REMAIN

DEMOLISH EXISTING PIPE AS NEEDED

CD-01

PP-01,

PP-05,

PP-07

PP-01,

PP-02,

PP-03,

PP-04,

PP-05,

PP-06,

PP-07

PP-04,

PP-07,

CD-01

File details come from the government source that posted it. Updated Sep 2, 2021.