B08_Solicitation_attach_2_Drawings.pdf

PDF 12 MB Posted Feb 25, 2026

Attached to: BADL REHAB PROPANE DISTRIBUTION LINES Federal contract opportunity
Solicitation number: 140P6326B0003
Issued by: Department of the Interior National Park Service Midwest Region

About this file

Written by GovTribe AI · Feb 25, 2026

This document is a comprehensive design and engineering drawing set for the rehabilitation of propane distribution lines at Badlands National Park in Interior, South Dakota. The project, identified as PMIS No. 80122 and Drawing No. 137, involves the removal and replacement of the existing propane distribution system serving multiple buildings and facilities within the park, with work directed by the National Park Service Midwest Regional Office.

The scope of work includes constructing a new 3-inch propane gas main originating from a 30,000-gallon liquefied propane (LP) tank and extending approximately 3,000 feet to serve the Ben Reifel Visitor Center and associated park buildings. The project requires removal of existing above-ground and below-ground piping, installation of new underground piping with valve boxes at horizontal bends and tees, and construction of 1-inch and 1.5-inch service lines to individual buildings. Associated work includes site grading, drainage channel construction, earthen berm installation, erosion control measures with silt fencing, and stabilization and seeding of disturbed areas. The contractor must be a licensed plumber in South Dakota and must comply with the 2024 International Fuel Gas Code and Plumbing Code. Existing propane service will be shut down during construction, with the National Park Service providing temporary hookups at each building. The project includes contractor staging and soil waste areas near the wastewater lagoons, with site details provided for full-depth pavement replacement, sidewalk construction, utility marking posts, and pipeline connections to second-stage regulators and meters. All work was prepared with a date of May 16, 2025.

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File	Type	Posted
B09_Solicitation_Amendment_2_attach_1_Questions_and_Answers__0002.pdf	PDF	Mar 26, 2026
Sol_140P6326B0003_Amd_0002.pdf	PDF	Mar 26, 2026
Sol_140P6326B0003_Amd_0001.pdf	PDF	Mar 20, 2026
B08_Solicitation_attach_3_submittal_list.pdf	PDF	Feb 25, 2026
B08_Solicitation_attach_4_WD.PDF	PDF	Feb 25, 2026
Sol_140P6326B0003.pdf	PDF	Feb 25, 2026
B08_Solicitation_attach_1_SPECS.pdf	PDF	Feb 25, 2026
B08_Solicitation_attach_5_Limitations_on_Subcontracting_Report.xlsx	XLSX spreadsheet	Feb 25, 2026

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RIDGE

PINE

RESERVATION

PINE

RIDGE

PROJECT SITE:

PROPANE DISTRIBUTION

SOUTH DAKOTA

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

MIDWEST REGIONAL OFFICE

REHABILITATE PROPANE DISTRIBUTION LINES

BADLANDS NATIONAL PARK;

INTERIOR, SOUTH DAKOTA 15

MJS

DGD

RMD

05-16-25

80122

NATIONAL

SERVICE

PARK

5/16/25 5/16/2025

CONTROL TABLE

Point #

Northing

519879.01

519752.21

519782.13

519043.17

519898.22

518711.52

517471.65

518452.50

518759.80

Easting

1543115.98

1543081.55

1543261.25

1543392.42

1543837.03

1543942.07

1544084.50

1544129.88

1543159.69

Elevation

2437.58

2436.14

2433.88

2429.15

2437.75

2426.97

2415.20

2434.82

2441.57

Description

5/8" RB

GAS

E G

"12

" 1 8"

"12

"18

" 12

6"10

"16 "14 "18

"24

"30

"18

" 36

5" 8" 14

" 26

" 14

" 18

" 18 "12

" 30

UGE

WWWW

W W

W W W W W

W W

FO FO

FO UGE

UGEUGE UGE UGE UGE UGE UGE

UGE UGE UGE UGEFO

FO FO

W W

WWWWWWWWWWWWWWWWW

O O

W W

GAS

GAS GAS GAS GAS GAS GAS GAS GAS

GAS

GAS GAS

GAS

GAS GAS GAS

GAS

GAS GAS GAS

GAS

W W

W W W W W W W W W FO

W W

FO FO FO

UGE

UGE UGE

W W

GAS

BEN REIFEL ROADBEN REIFEL ROAD

BEN REIFEL ROAD

BEN REIFEL ROAD SAN

SAN

SANSANSAN

SAN

SANSANSAN

SAN

SAN SAN SAN SAN SAN SAN

SAN

SANSANSANSAN

SAN

W W

W W W W W W

W W

UGE

GAS GAS

GAS

UGE

UGEUGE

UGE

W W

UGE

UGE UGE

W W

SAN

FOFO

W W

W W W

SAN SAN SAN SAN

WWWWWWWWWWWWWWW

GAS

GAS GAS GAS GAS GAS GAS GAS GAS

GAS

GAS GAS

GAS

W W

WWWW

GAS

VISITOR

CENTER

30,000 GALLON LP TANK

(PARTLY BURIED)

FIRE CACHE

BUILDING

BUILDING 45

BUILDING 51 BUILDING 52

BUILDING 135

BUILDING 34

BUILDING 33 BUILDING 32

BUILDING 31

BUILDING 30

BUILDING 29

BUILDING 28

RANGER/RESOURCE

OFFICER BUILDING

CONFERENCE

BUILDING

BUILDING 46

ADMIN BUILDING

WILDLIFE ECOLOGY

"ZOO" BUILDING

BACKUP GENERATOR

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

MJS

DGD

RMD

05-16-2025

BADLANDS NATIONAL PARK;

INTERIOR, SOUTH DAKOTA

80122

171379

NORTH

1 inch = ft.

0100 100

NOTE:

UNDERGROUND UTILITY LOCATIONS SHOWN ARE FROM

INFORMATION PROVIDED TO US FROM UTILITY

COMPANIES. UTILITY COMPANIES MAKE NO

WARRANTIES OR GUARANTEES REGARDING THE

ACCURACY OF THE INFORMATION CONTAINED IN THEIR

DOCUMENTS AND PROVIDES IT ONLY AS GENERAL

INFORMATION TO THE RECEIVER.

TOPOGRAPHIC SURVEY

(FOR REFERENCE ONLY)C1

HORIZONTAL DATUM: NAD83 SOUTH DAKOTA SOUTH

4002 WITH A SCALE FACTOR OF 1.00020102

VERTICAL DATUM: NAVD88

- CHAIN-LINK FENCE

- ELECTRIC MANHOLE

D - STORM SEWER MANHOLE

- PROPERTY LINE

H Y D

- CORNERS SET (#5 Rebar With Cap)

- FIRE HYDRANT

- POWER PEDESTAL

- GUY WIRE/ POLE

- TELEPHONE POLE

- WATER MANHOLE

- CONIFEROUS TREE w/trunk size

- STORM SEWER FLARED-END-SECTION

- ELECTRICAL TRANSFORMER

LEGEND

- GAS VALVE

- SANITARY SEWER MANHOLES

- CABLE TV MANHOLE

- TELEPHONE/ COMMUNICATIONS MANHOLE

- DUAL LIGHT POLE

- SURVEY CONTROL POINT

- STORM GRATE INLET ROUND

- BARBED-WIRE FENCE

- GAS LINE

- GUARDRAIL

- CORNERS FOUND (As Noted)

GAS

- SANITARY SEWER LINESAN

- STORM SEWER LINE WITHOUT INVERT SIZESD

- OVERHEAD TELEPHONE LINEOHT

- UNDERGROUND TELEPHONE LINEUGT

- OVERHEAD POWER LINEOHE

- UNDERGROUND POWER LINEUGE

- FIBER OPTIC LINEFO

- IRRIGATION LINEIRRG

- SHRUB

- BOLLARD

- SECTION CORNER

- SECTION CORNER TIE

- MONITORING WELL

- RIGHT-OF-WAY MARKERR.O.W.

- BOARD FENCE[][]

- STORM SEWER LINE WITH INVERT SIZE

- WATER LINEW

- SPRINKLER VALVE

- CABLE TV PEDESTAL

- WATER VALVE

- IRRIGATION VALVE

- TELEPHONE PEDESTAL

- METER (As Noted)

- SIGN

- DECORATIVE LIGHT POLE

- POWER POLE

- LIGHT POLE

- CLEANOUT

- DECIDUOUS TREE w/trunk size

- STORM GRATE INLET SQUARE

- PULLBOX

- STUMP

G - GAS METER

EXISTING GAS LINE LOCATION IS APPROXIMATE AND IS

BASED ON FIELD MARKERS IDENTIFIED IN THE FIELD

AND GIS UTILITY MAPS PROVIDED BY THE NATIONAL

PARK SERVICE.

WETLANDS

GAS

S GA

GAS

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

MJS

DGD

RMD

05-16-2025

BADLANDS NATIONAL PARK;

INTERIOR, SOUTH DAKOTA

80122

171379

NORTH

LOCATION MAPC2

PROJECT LOCATION

BEN REIFEL ROAD

CEDAR PASS LODGE CABIN ROAD

PROPOSED GAS LINE

CONTRACTOR STAGING AND

SOIL WASTE AREA

1 inch = ft.

0500 500

PROPANE TANK

5/16/2025

GAS

S GA

GAS

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

MJS

DGD

RMD

05-16-2025

BADLANDS NATIONAL PARK;

INTERIOR, SOUTH DAKOTA

80122

171379

CONTRACTOR STAGING

AREA PLANC3

CEDAR PASS LODGE

BEN REIFEL ROAD

BEN REIFEL VISITOR CENTER

PROPOSED GAS LINE

SOIL WASTE AREA

(INSET 1)

HWY 240

HWY 377

HWY 240

1 CONTRACTOR STAGING AND SOIL WASTE AREA

NORTH

1 inch = ft.

0500 500

NORTH

1 inch = ft.

0100 100

THE PARK WILL PROVIDE ADEQUATE SPACE NEAR THE

WASTEWATER LAGOONS FOR CONTRACTOR STAGING AND SOIL STOCKPILING

GAS

E G

"12

" 1 8"

"12

"18

" 12

6"10

"16 "14 "18

"24

"30

"18

" 36

5" 8" 14

" 26

" 14

" 18

" 18 "12

" 30

UGE

WWWW

W W

W W W W W

W W

FO FO

FO UGE

UGEUGE UGE UGE UGE UGE UGE

UGE UGE UGE UGEFO

FO FO

W W

WWWWWWWWWWWWWWWWW

O O

W W

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS GAS

GAS

GAS GAS GAS

GAS

GAS GAS GAS

GAS

W W

W W W W W W W W W FO

W W

FO FO FO

UGE

UGE UGE

W W

GAS

BEN REIFEL ROADBEN REIFEL ROAD

BEN REIFEL ROAD

BEN REIFEL ROAD SAN

SAN

SANSANSAN

SAN

SANSANSAN

SAN

SAN SAN SAN SAN SAN SAN

SAN

SANSANSANSAN

SAN

W W

W W W W W W

W W

UGE

GAS GAS

GAS

UGE

UGEUGE

UGE

W W

UGE

UGE UGE

W W

SAN

FOFO

W W

W W W

SAN SAN SAN SAN

WWWWWWWWWWWWWWW

GAS

GAS GAS GAS GAS GAS GAS GAS GAS

GAS

GAS GAS

GAS

W W

WWWW

GAS

VISITOR

CENTER

30,000 GALLON LP TANK

(PARTLY BURIED)

FIRE CACHE

BUILDING

BUILDING 45

BUILDING 51 BUILDING 52

BUILDING 135

BUILDING 34

BUILDING 33 BUILDING 32

BUILDING 31

BUILDING 30

BUILDING 29

BUILDING 28

RANGER/RESOURCE

OFFICER BUILDING

CONFERENCE

BUILDING

BUILDING 46

ADMIN BUILDING

WILDLIFE ECOLOGY

"ZOO" BUILDING

BACKUP GENERATOR

GAS

GAS GAS GAS GAS GAS GAS GAS

GAS

GAS GAS

GAS

GAS GAS

GAS

GAS GAS GAS GAS GAS GAS GAS GAS

GAS

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

MJS

DGD

RMD

05-16-2025

BADLANDS NATIONAL PARK;

INTERIOR, SOUTH DAKOTA

80122

171379

NORTH

1 inch = ft.

0100 100

SITE LAYOUT KEY MAPC4

SEE SHEET C5 FOR

SITE LAYOUT

SEE SHEET C6 FOR

SITE LAYOUT

SEE SHEET C7 FOR

SITE LAYOUT

SEE SHEET C9 FOR

SITE LAYOUT

SEE SHEET C8 FOR

SITE LAYOUT

NEW CHANNEL AS PART

OF SEPARATE PROJECT

SEE SHEET C10 FOR

SITE LAYOUT/GRADING

4'X2.5' LIFT STATION

EMERGENCY SHUTDOWN

NITROGEN TANKS

TESTING PIPE

FIBER LINE SIGN

W W

O O

O O O O O O

O O

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

W W

W W W W W W W

W W W W W W W W W W W W W W W W W W W W W W W W W W

FO FO

FO FO FO FO FO FO FO FO FO

BEN REIFEL ROAD

SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN

SAN

SAN. MANHOLE

RIM ELEV: 2416.13

LIFT STATION I.E.: 2405.13

PVC VENT PVC VENT

PVC VENTPVC VENT

PVC VENT

18" RCP

FL ELEV: 2412.06

18" RCP W/ FES

FL: 2411.91

SAN. MANHOLE

RIM ELEV: 2417.70

(N) 6" HDPE I.E.: 2409.19

(S) 6" HDPE I.E.: 2409.19

GAS

GASGASGASGAS

30,000 GALLON LP TANK

(PARTLY BURIED)

GAS

GAS GAS

GAS

GAS GAS

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

MJS

DGD

RMD

05-16-2025

BADLANDS NATIONAL PARK;

INTERIOR, SOUTH DAKOTA

80122

171379

NORTH

1 inch = ft.

020 20

REF. NOTES ( )

1 REMOVE EXISTING GAS MAIN AND CONSTRUCT 3" GAS MAIN.

2 PROTECT EXISTING UTILITY TO REMAIN.

PROPANE DISTRIBUTION

SITE LAYOUT PLANC5

INE

- S

T C6

LEGEND

PROPANE GAS MAIN

PROPANE GAS SERVICE LINE

GAS VALVE

GAS GAS

REPLACE EXISTING 2" PIPING ALL

THE WAY TO THE OUTLET OF THE

FIRST STAGE REGULATOR SKID

(BLUE) THAT IS LOCATED ON TOP

OF THE TANK. REDUCE FROM 3"

TO 2" AT THE BLUE 2" PIPE

BELOW.

GENERAL PROPANE DISTRIBUTION

CONSTRUCTION NOTES

A PROPANE DISTRIBUTION SYSTEM DESIGN AND CONSTRUCTION SHALL BE PER 2024 INTERNATIONAL

FUEL GAS CODE AND 2024 INTERNATIONAL PLUMBING CODE.

B CONTRACTOR PERFORMING CONSTRUCTION OF THE PROPANE DISTRIBUTION SYSTEM MUST BE A

PLUMBER LICENSED IN THE STATE OF SOUTH DAKOTA.

C THE EXISTING PROPANE DISTRIBUTION SYSTEM IN THE AFFECTED CONSTRUCTION AREA WILL BE

SHUT DOWN FOR THE DURATION OF CONSTRUCTION. THE PARK SHALL PROVIDE TEMPORARY

PROPANE HOOKUPS AT EACH BUILDING AS NECESSARY DURING CONSTRUCTION. ALL WORK INVOLVED

WITH TEMPORARY PROPANE HOOKUPS SHALL BE THE PARK'S RESPONSIBILITY.

D A MINIMUM OF 6" GRANULAR BEDDING SHALL BE PROVIDED WHERE ROCK OR UNSTABLE TRENCH

BOTTOM IS ENCOUNTERED.

E ALL DISTURBED AREAS ALONG THE PIPELINE TRENCH SHALL BE SEEDED AND HYDROMULCHED. SEE

SPECIFICATIONS FOR SEEDING REQUIREMENTS.

F PIPELINE MARKING POSTS SHALL BE PLACED AT ALL HORIZONTAL BENDS AND TEES IN THE 3"

PROPANE GAS MAIN, SEE 4/C14.

G SIZING AND REPLACEMENT OF EXISTING PROPANE TANK AND FIRST STAGE REGULATORS ARE NOT

PART OF THE SCOPE OF THIS PROJECT.

H SIZING AND REPLACEMENT OF EXISTING SECOND STAGE REGULATORS AND GAS METERS ARE NOT

PART OF THE SCOPE OF THIS PROJECT.

I THE PROPANE GAS MAIN STARTS AT THE PROPANE TANK AND ENDS AT THE EXISTING VISITOR CENTER. THE PROPANE GAS SERVICE LINE STARTS AT THE PROPANE GAS MAIN AT DESIGNATED

AREAS AND ENDS AT THE GAS METERS OR CONNECTION.

J SIZING OF NEW PROPANE GAS MAIN DOES NOT INCLUDE THE EXISTING VISITOR CENTER EXPANSION

FOR COMMERCIAL KITCHEN.

DASHED LINE INDICATES ABOVE

GROUND GAS MAIN REMOVAL/REPLACEMENT

REPLACE EXISTING 2"

VALVE WITH NEW 3" VALVE

5/16/25

FFE: 2427.39

FFE: 2427.27

FFE: 2427.41

W W

W W W W W W W W W W W W

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

GAS GAS GAS

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

FFE: 2427.44

A/C

W W W W W W W W W W W

FOW

W W

WWWWWW

W W

FO FO

24282429

2431243224332434

24302431

SAN

SANSANSANSANSANSANSAN

18" CMP W/ FES

FL: 2420.49

18" CMP W/ FES

FL: 2423.25

SAN. MANHOLE

RIM ELEV: 2421.11

(N) 6" HDPE I.E.: 2410.66

(S) 6" HDPE I.E.: 2411.26

(NW) 6" HDPE I.E.: 2411.21

GAS

FIRE CACHE

BUILDING

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

GAS GAS

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

MJS

DGD

RMD

05-16-2025

BADLANDS NATIONAL PARK;

INTERIOR, SOUTH DAKOTA

80122

171379

NORTH

1 inch = ft.

020 20

REF. NOTES ( )

1 REMOVE EXISTING GAS MAIN AND CONSTRUCT 3" GAS MAIN.

2 REMOVE EXISTING GAS SERVICE LINE AND CONSTRUCT 1" GAS SERVICE LINE.

3 PROTECT EXISTING UTILITY TO REMAIN.

4 REMOVE AND REPLACE ASPHALT PAVEMENT AS NEEDED FOR CONSTRUCTION OF 3" GAS MAIN. MATCH EXISTING THICKNESS OR NO LESS THAN 5" THICKNESS, WHICHEVER IS GREATER, SEE 1/C14.

5 CONNECT TO EXISTING SECOND STAGE REGULATOR/METER, SEE 3/C14.

LEGEND

PROPANE GAS MAIN

PROPANE GAS SERVICE LINE

GAS VALVE

GAS GAS

INE

- S

0 S

INE

- S

T C5

PROPANE DISTRIBUTION

SITE LAYOUT PLAN

6"UWP

UWP FIBER

A/C

A/CG

A/C A/C

UWP

A/C

A/CG

POWER GENERATOR

4" METAL PIPE

W W

W W W W W W W W W W W W W W W W W W W

W W

O O

W W

GAS GAS

GAS

GAS GAS GAS GAS GAS GAS GAS GAS

GAS

GAS GAS GAS GAS GAS

STEPS

TRASH ENCLOSURE

CONCRETE SIDEWALK CONCRETE SIDEWALK

CONCRETE SIDEWALK

SAN

SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN

W W

WWW

UGE

GAS GAS GAS GAS GAS GAS GAS GAS

GAS

FOFOFO

FOFOFOFOFO

W W W W W

W W

W W W W W W W W W W W W W

W W

SAN. MANHOLE

RIM ELEV: 2440.01

(N) 6" HDPE I.E.: 2430.56

(E) 4" HDPE I.E.: 2430.91

(S) 8" HDPE I.E.: 2430.51

(W) 8" HDPE I.E.: 2430.38

SAN. MANHOLE

RIM ELEV: 2440.32

(N) 8" HDPE I.E.: 2432.64

(S) 4" HDPE I.E.: 2433.82

18" CMP W/ FES

FL: 2435.36

18" CMP

FL ELEV: 2434.82

18" CMP W/ FES

FL: 2433.65

18" CMP W/ FES

FL: 2434.07

18" CMP

FL ELEV: 2433.90

18" CMP

FL ELEV: 2433.33

GAS

GAS GAS GAS

GAS

BUILDING 45

BUILDING 51 BUILDING 52

BUILDING 135

BUILDING 34

BUILDING 33

GAS

GAS GAS GAS GAS GAS GAS GAS

GAS

GAS GAS GAS

GAS

GAS GAS GAS GAS GAS GAS GAS

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

MJS

DGD

RMD

05-16-2025

BADLANDS NATIONAL PARK;

INTERIOR, SOUTH DAKOTA

80122

171379

NORTH

1 inch = ft.

020 20

INE

- S

0 S

INE

- S

0 S

LEGEND

PROPANE GAS MAIN

PROPANE GAS SERVICE LINE

GAS VALVE

GAS GAS

XREF. NOTES ( )

1 REMOVE EXISTING GAS MAIN AND CONSTRUCT 3" GAS MAIN.

2 REMOVE EXISTING GAS SERVICE LINE AND CONSTRUCT 1" GAS SERVICE LINE.

3 CONSTRUCT GAS VALVE AND VALVE BOX, SEE 2/C14.

4 REMOVE AND REPLACE SIDEWALK AS NEEDED FOR CONSTRUCTION.

5 REMOVE AND REPLACE ASPHALT PAVEMENT AS NEEDED FOR CONSTRUCTION OF 3" GAS MAIN. MATCH EXISTING THICKNESS OR NO LESS THAN 5" THICKNESS, WHICHEVER IS GREATER, SEE 1/C14.

6 PROTECT EXISTING UTILITY TO REMAIN.

7 PROTECT EXISTING TREE TO REMAIN.

8 REMOVE EXISTING GAS SERVICE LINE AND CONSTRUCT 1.5" GAS SERVICE LINE.

9 CONNECT TO EXISTING SECOND STAGE REGULATOR/METER, SEE 3/C14.

IF EXISTING PROPANE GAS SERVICE LINE IS DETERMINED TO BE UNDER A TREE AND WILL REQUIRE TREE REMOVAL, CONTRACTOR SHALL ROUTE AROUND, PROTECT TREE, AND ABANDON EXISTING LINE

IN PLACE.

PROPANE DISTRIBUTION

SITE LAYOUT PLAN5/16/25

GAS

VOLLEYBALL NET

E G

A/C G

WATER LINE SIGN

A/C

WATER LINE SIGN

G A/C

"12

A/C

A/C E

FIBER LINE SIGN

A/C

BASKETBALL HOOP

WATER LINE SIGN

E A/C

WWWWWWWWWWWWWWWWWWWW

W W

STEPS

DECK

2437 24

82438

RETAINING WALL

T AS

COMPOSITE SIDEWALK

SAN

SAN SAN

SAN

SANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN

SAN

SANSAN

SAN

W W W W W W

W W

W W W W W W W W W W W W W W W W W W W W W

W W

UGE

UGE UGE

UGE

GAS GAS GAS GAS

UGE

UGEUGEUGEUGE

UGE

UGEUGEUGE

W W

12" CMP

FL ELEV: 2437.98

12" RCP

FL ELEV: 2437.32

12" RCP

FL ELEV: 2437.09

SAN. MANHOLE

RIM ELEV: 2437.47

(N) 8" HDPE I.E.: 2427.55

(E) 8" HDPE I.E.: 2427.55

(SW) 8" HDPE I.E.: 2427.55

(S) 4" HDPE I.E.: 2427.55

12" RCP W/ FES

FL ELEV: 2434.74

12" CMP

FL ELEV: 2434.75

12" CMP

FL ELEV: 2435.22

SAN. MANHOLE

RIM ELEV: 2438.44

(E) 8" HDPE I.E.: 2432.00

(W) 8" HDPE I.E.: 2432.00

(S) 4" HDPE I.E.: 2432.04

18" CMP

FL ELEV: 2437.67

18" CMP

FL ELEV: 2437.74

12" RCP

FL ELEV: 2438.15

12" RCP

FL ELEV: 2438.27

12" CMP

FL ELEV: 2440.68

SAN. MANHOLE

RIM ELEV: 2437.10

FL: 2431.92

ABANDONED

SAN. MANHOLE

RIM ELEV: 2435.60

(N) 8" HDPE I.E.: 2429.98

(E) 8" HDPE I.E.: 2425.74

(SW) 8" HDPE I.E.: 2425.74

12" CMP

FL ELEV: 2436.44

12" CMP

FL ELEV: 2435.72

18" CMP W/ FES

FL: 2434.36 18" CMP W/ FES

FL: 2434.57

SAN. MANHOLE

RIM ELEV: 2442.35

(N) 6" HDPE I.E.: 2431.45

(S) 8" HDPE I.E.: 2431.10

(W) 4" HDPE I.E.: 2431.10

12" RCP W/ FES

FL ELEV: 2435.09

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

GASGASGASGASGASGASGAS

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

GAS GAS GAS

GAS

W W

GAS

TIO

BUILDING 34

BUILDING 33 BUILDING 32

BUILDING 31

BUILDING 30

BUILDING 28

RANGER/RESOURCE

OFFICER BUILDING

CONFERENCE

BUILDING

BUILDING 46

ADMIN BUILDING

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

MJS

DGD

RMD

05-16-2025

BADLANDS NATIONAL PARK;

INTERIOR, SOUTH DAKOTA

80122

171379

NORTH

1 inch = ft.

020 20

INE

- S

0 S

INE

- S

0 S

LEGEND

PROPANE GAS MAIN

PROPANE GAS SERVICE LINE

GAS VALVE

GAS GAS

1 1

XREF. NOTES ( )

1 REMOVE EXISTING GAS MAIN AND CONSTRUCT 3" GAS MAIN.

2 REMOVE EXISTING GAS SERVICE LINE AND CONSTRUCT 1" GAS SERVICE LINE.

3 CONSTRUCT GAS VALVE AND VALVE BOX, SEE 2/C14.

4 REMOVE AND REPLACE SIDEWALK AS NEEDED FOR CONSTRUCTION.

5 REMOVE AND REPLACE ASPHALT PAVEMENT AS NEEDED FOR CONSTRUCTION OF 3" GAS MAIN. MATCH EXISTING THICKNESS OR NO LESS THAN 5" THICKNESS, WHICHEVER IS GREATER, SEE 1/C14.

6 PROTECT EXISTING UTILITY TO REMAIN.

7 PROTECT EXISTING TREE TO REMAIN.

8 REMOVE AND REPLACE 6' HIGH WOOD FENCE AS NEEDED FOR CONSTRUCTION.

9 REMOVE AND REPLACE PATIO PAVEMENT AS NEEDED FOR CONSTRUCTION. PATIO PAVEMENT SHALL

MATCH EXISTING AND BE A MINIMUM THICKNESS OF 4".

10 REMOVE AND REPLACE 4" PATIO PAVEMENT AND OVERHEAD CANOPY AS NEEDED FOR

CONSTRUCTION.

11 REMOVE AND REPLACE BOARDWALK AS NEEDED FOR CONSTRUCTION, SEE 1/C9.

12 REMOVE EXISTING GAS SERVICE LINE AND CONSTRUCT 1.5" GAS SERVICE LINE.

13 CONNECT TO EXISTING SECOND STAGE REGULATOR/METER, SEE 3/C14.

IF EXISTING PROPANE GAS SERVICE LINE IS DETERMINED TO BE UNDER A TREE AND WILL REQUIRE TREE REMOVAL, CONTRACTOR SHALL ROUTE AROUND, PROTECT TREE, AND ABANDON EXISTING LINE

IN PLACE.

6 6

PROPANE DISTRIBUTION

SITE LAYOUT PLAN

1 COMPOSITE BOARDWALK

ALARM

G A/C

WATER LINE SIGN

GAS

CONCRETE SIDEWALK

SAN

SAN. MANHOLE

RIM ELEV: 2445.00

(W) 6" HDPE I.E.: 2439.23

(S) 6" HDPE I.E.: 2439.15

SAN. MANHOLE

RIM ELEV: 2441.20

(N) 6" HDPE I.E.: 2435.10

(S) 6" HDPE I.E.: 2435.00

(W) 6" HDPE I.E.: 2435.20

SAN. MANHOLE

RIM ELEV: 2442.66

I.E.: 2433.57

12" CMP W/ FES

FL: 2437.66

GAS

WILDLIFE ECOLOGY

BACKUP GENERATOR

GAS

ALARM

18"18"18"

6'X2' ADA PAD

12"

GA/C

24"

14"

A/C

W W

GAS

N R

EIF

SAN

GAS

VISITOR

CENTER

WILDLIFE ECOLOGY

"ZOO" BUILDING

BACKUP GENERATOR

GAS

N: 519874.8 E: 1543782.9

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

MJS

DGD

RMD

05-16-2025

BADLANDS NATIONAL PARK;

INTERIOR, SOUTH DAKOTA

80122

171379

NORTH

1 inch = ft.

020 20

INE

- S

0 S

LEGEND

PROPANE GAS MAIN

PROPANE GAS SERVICE LINE

GAS VALVE

GAS GAS

XREF. NOTES ( )

1 REMOVE EXISTING GAS MAIN AND CONSTRUCT 3" GAS MAIN.

2 REMOVE EXISTING GAS SERVICE LINE AND CONSTRUCT 1" GAS SERVICE LINE.

3 CONSTRUCT GAS VALVE AND VALVE BOX, SEE 2/C14.

4 REMOVE AND REPLACE SIDEWALK AS NEEDED FOR CONSTRUCTION.

5 PROTECT EXISTING UTILITY TO REMAIN.

6 CONSTRUCT 2" GAS LINE FOR FUTURE VISITOR CENTER AND CAP END. GAS LINE SHALL BE

DIRECTIONALLY BORED AND AT A MINIMUM DEPTH OF 5 FEET.

7 REMOVE EXISTING GAS SERVICE LINE AND CONSTRUCT 1.5" GAS SERVICE LINE.

8 REMOVE EXISTING GAS SERVICE LINE AND CONSTRUCT 1.25" GAS SERVICE LINE.

9 REMOVE AND REPLACE PAD AS NEEDED TO CONNECT SERVICE TO EXISTING GENERATOR AND

SECOND STAGE REGULATOR.

10 CONNECT TO EXISTING SECOND STAGE REGULATOR/METER, SEE 3/C14.

11 CONSTRUCT PIPELINE MARKING POST AT STUB CAP, SEE 4/C14.

PROPANE DISTRIBUTION

SITE LAYOUT PLAN

REDUCE 3" TO 1.25" FOR VISITOR CENTER

1 2" GAS LINE

1" = 50'

NORTH

1 inch = ft.

050 50

349.0'

FFE: 2427.41

UWP

UGE

W W

GAS

GAS GAS GAS

GAS

GAS GAS

GAS

GAS GAS GAS GAS GAS GAS GAS GAS

GAS

W W

UGE UGE UGE

UGE

UGE UGE UGE UGE UGE UGE UGE

UGE

UGE UGE

UGE

W W

26 24

24282429

2431243224332434

BEN REIFEL ROAD

TRASH ENCLOSURE

SAN

FOFOFO

FOFOFOFOFO

18" CMP W/ FES

FL: 2423.25

12" CMP

FL ELEV: 2424.86

(S) 8" HDPE I.E.: 2419.18

SAN. MANHOLE

RIM ELEV: 2424.31

(NW) 8" HDPE I.E.: 2412.96

(SE) 8" HDPE I.E.: 2413.16

BURIED STORM PIPE

TOP: 2426.45

24242424

GAS

GAS GAS

GAS

GAS GAS GAS GAS GAS GAS GAS

GAS

0+00

1+00

2+00

2+86

BP: 0+00.00

: 2

+8 6.1

: 0

+3 3.3

PI: 0+86.88

PI: 1+22.59

PI: 1+69.62

PI: 2+24.41

PI: 2+46.84

0+00

1+00

2+00

3+00 3+05

: 0

+0 0.0

EP: 3+05.24

PI: 1+93.57

PI: 2+29.31

PI: 2+76.70

: 0

+6 8.8

: 1

+3 9.3

24292429

SFSF

SF SF

2424.00 PFG*

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

MJS

DGD

RMD

05-16-2025

BADLANDS NATIONAL PARK;

INTERIOR, SOUTH DAKOTA

80122

171379

NORTH

1 inch = ft.

020 20

REF. NOTES ( )

CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE AND ELEVATION OF EXISTING STORM

SEWER PIPE. LOCATION OF PIPE IS ONLY APPROXIMATE. CONTRACTOR SHALL CLEAN OUT

FULLY BLOCKED PIPE.

2 PROVIDE, INSTALL, AND MAINTAIN SILT FENCE PER SDDOT STANDARD PLATE 734.04.

3 PROVIDE, INSTALL, AND MAINTAIN CONSTRUCTION ENTRANCE, SEE 5/C14.

4 EXCAVATE AT UPSTREAM END OF CULVERT AS INDICATED TO EXPOSE CULVERT INLET.

5 ALL AREAS DISTURBED BY CHANNEL AND EARTHEN BERM CONSTRUCTION SHALL BE

SEEDED AND HYDROMULCHED (SEE SPECIFICATIONS).

SITE GRADING, DRAINAGE &

EROSION CONTROL PLANC10

NEW CHANNEL AS PART

OF SEPARATE PROJECT

LEGEND

EXISTING CONTOUR

PROPOSED CONTOUR

SILT FENCE

CONSTRUCTION ENTRANCE

WETLANDS

GENERAL EROSION CONTROL NOTES

A IF SEDIMENT IS TRACKED ON PUBLIC AREAS, THE CONTRACTOR IS RESPONSIBLE FOR

REMOVING SEDIMENT IMMEDIATELY. THIS ITEM WILL BE STRICTLY ENFORCED.

WHEN EROSION CONTROL DEVICES ARE CLEANED OUT, SEDIMENT MUST EITHER BE

DISTRIBUTED OVER THE SITE OR PLACED UPSTREAM OF THE STRUCTURE. SEDIMENT MUST

NEVER BE PLACED DOWNSTREAM OF THE STRUCTURE.

C THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY EROSION CONTROL DEVICES AS

SHOWN ON THE DRAWINGS UNTIL THE SITE IS STABILIZED.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE

OF ALL EROSION CONTROL DEVICES. ANY CONSTRUCTION OR MAINTENANCE ISSUES

REGARDING EROSION CONTROL METHODS WILL BE DIRECTED TO THE GENERAL CONTRACTOR.

THE GENERAL CONTRACTOR WILL HAVE 24 HOURS AFTER NOTIFICATION TO REMEDY ANY ITEMS

THAT ARE ADDRESSED.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EROSION CONTROL. THE CONTRACTOR SHALL

MAINTAIN ALL EXISTING STREETS OPEN TO TRAFFIC AND THEY SHALL BE KEPT CLEAN AND FREE OF SILT AND MUD AT ALL TIMES. ALL DISTURBED AREAS SHALL BE SEEDED AND HYDROMULCHED

ONCE FINAL GRADE HAS BEEN ESTABLISHED.

THE CONTRACTOR SHALL FURNISH WATER FOR DUST CONTROL AND COMPACTION PURPOSES.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING DUST CONTROL. THE WATER

SUPPLY AND DISTRIBUTION SHALL BE SUFFICIENT TO APPLY THE AMOUNT OF WATER WITHIN

THE TIME INTERVAL NECESSARY TO ENSURE THAT THE AMOUNT OF DUST OR BLOWING DIRT IS

KEPT TO A MINIMUM AND IS SATISFACTORY TO THE OWNER.

EROSION CONTROL DEVICES SCHEDULE

NAME TYPE

SF-1 TO SF-5 SILT FENCE

CE-1 CONSTRUCTION ENTRANCE

2 SF-1

2 SF-2

2 SF-3

2 SF-4

2 SF-5

PROTECT EXISTING WETLAND TO PREVENT DISTURBANCE

DURING BERM AND CHANNEL CONSTRUCTION

3 CE-1

W W

UGEUGEUGE

UGE

UGEUGEUGEUGEUGEUGEUGE

UGE

UGE FO

W W

BEN REIFEL ROAD

12" CMP

FL ELEV: 2424.86

BURIED STORM PIPE

TOP: 2426.45

0+00

1+00

2+00

2+86

BP: 0+00.00

: 2

+8 6.1

: 0

+3 3.3

PI: 0+86.88

PI: 1+22.59

PI: 1+69.62

PI: 2+24.41

PI: 2+46.84

24282428

24262427

2424.00 PFG*

CHANNEL

DATUM ELEV

2420.000

-0+50 0+00

.29

.07

1+00

.85

.62

2+00

.40

.18

3+00

-0.45%

.00

4.2

.13

3.0

-3.00:1

3.00:1

-3.00:1

3.00:1

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

MJS

DGD

RMD

05-16-2025

BADLANDS NATIONAL PARK;

INTERIOR, SOUTH DAKOTA

80122

171379

NORTH

1 inch = ft.

020 20

REF. NOTES ( )

1 PROTECT EXISTING UTILITY. CONTRACTOR TO FIELD VERIFY LOCATION AND

DEPTH.

2 PROPOSED CHANNEL CENTERLINE.

3 PROPOSED BERM.

DRAINAGE CHANNEL

PLAN & PROFILEC11

NEW CHANNEL AS PART

OF SEPARATE PROJECT

LEGEND

EXISTING CONTOUR

PROPOSED CONTOUR

EXISTING WETLANDS

WETLANDS

SCALE:

HORIZ: 1"=50'

VERT: 1"=5'

EXISTING GRADE

PROPOSED CHANNEL GRADE

@ CHANNEL CENTERLINE

1 DRAINAGE CHANNEL TYPICAL SECTION

NO SCALE

6.0'

NOTE: ALL EXCESS EXCAVATED MATERIAL FROM THIS PROJECT SHALL BE HAULED AND

STOCKPILED AT THE NPS-PROVIDED SOIL WASTE SITE. SEE SHEET C2 AND C3 FOR NPS

SOIL WASTE SITE LOCATION.

DRAINAGE NOTES

PRIOR TO SEEDING AND HYDROMULCHING, THE DRAINAGE CHANNEL

BOTTOM AND SIDE SLOPES SHALL BE SCARIFIED UNIFORMLY TO A DEPTH OF

5" (SEE SPECIFICATIONS).

DRAINAGE CHANNEL SHALL BE SEEDED AND HYDROMULCHED (SEE

SPECIFICATIONS).

UGE

UGEUGE

W W W W W

W W

UGEUGEUGE

UGE

UGEUGEUGEUGEUGEUGEUGE

UGE

UGEUGE

UGE

W W

BEN REIFEL ROAD

SAN

12" CMP

FL ELEV: 2424.86

BURIED STORM PIPE

TOP: 2426.45

0+00

1+00

2+00

3+003+05

: 0

+0 0.0

EP: 3+05.24

PI: 1+93.57

PI: 2+29.31

PI: 2+76.70

: 0

+6 8.8

: 1

+3 9.3

24282428

24262427

BERM

DATUM ELEV

2420.000

-0+50 0+00

.39

.68

1+00

.98

.01

2+00

.03

.04

3+00

.81

3+50

-7.41%

0.03% 0.59%

-0

+0 0.0

8.3

.24

6.4

.77

9.0

.24

9.0

-3.00:1

3.00:1

-3.00:1

3.00:1

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

MJS

DGD

RMD

05-16-2025

BADLANDS NATIONAL PARK;

INTERIOR, SOUTH DAKOTA

80122

171379

NORTH

1 inch = ft.

020 20

BERM PLAN & PROFILEC12

NEW CHANNEL AS PART

OF SEPARATE PROJECT

LEGEND

EXISTING CONTOUR

PROPOSED CONTOUR

EXISTING WETLANDS

WETLANDS

SCALE:

HORIZ: 1"=50'

VERT: 1"=5'

PROPOSED TOP OF BERM

EXISTING GRADE

1 BERM TYPICAL SECTION

NO SCALE

3.0' @ 2.0%

PROPOSED BERM CENTERLINE

EARTHEN BERM NOTES

WITHIN THE FOOTPRINT OF THE PROPOSED BERM, STRIP ALL VEGETATION AND TOPSOIL

MATERIAL. SCARIFY AND RECOMPACT THE TOP 6" OF EXISTING MATERIAL PRIOR TO

CONSTRUCTING FILL.

EXISTING ONSITE MATERIAL FROM EXCAVATION IS NOT SUITABLE FOR CONSTRUCTION OF THE

EARTHEN BERM. MATERIAL USED FOR CONSTRUCTION OF THE BERM SHALL BE IMPORTED FROM

OFFSITE, SEE SPECIFICATIONS FOR IMPORTED FILL MATERIAL REQUIREMENTS.

C PLACE FILL IN LIFTS OF NOT MORE THAN 8-INCH LOOSE THICKNESS AND COMPACT TO AT LEAST

95% OF THE MAXIMUM DRY UNIT WEIGHT OF THE SOIL, AS DETERMINED BY ASTM D698

STANDARD PROCTOR TEST.

PRIOR TO SEEDING AND HYDROMULCHING, THE BERM SHALL BE SCARIFIED UNIFORMLY TO A

DEPTH OF 2" (SEE SPECIFICATIONS).

E BERM SHALL BE SEEDED AND HYDROMULCHED (SEE SPECIFICATIONS).

0+00.00

0+50.00

1+00.00

1+50.00

2+00.00

2+50.00

3+00.00

3+05.24

.39

.68

.98

.01

.03

.04

.81

.42

0+00.00

0+50.00

1+00.00

1+50.00

2+00.00

2+50.00

2+86.13

.07

.85

.62

.40

.18

.02

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

MJS

DGD

RMD

05-16-2025

BADLANDS NATIONAL PARK;

INTERIOR, SOUTH DAKOTA

80122

171379

BERM AND CHANNEL

CROSS SECTIONSC13

BERM CROSS SECTIONS CHANNEL CROSS SECTIONS

TIES TO NEW CHANNEL

AS PART OF SEPARATE

PROJECT

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

MJS

DGD

RMD

05-16-2025

BADLANDS NATIONAL PARK;

INTERIOR, SOUTH DAKOTA

80122

171379

6 SIDEWALK JOINTS

SCALE: NONE

SITE DETAILSC14

FULL DEPTH ACC REPLACEMENT

(MATCH EXISTING THICKNESS)

12" SCARIFIED AND RECOMPACTED SUBGRADE,

COMPACT TO A MINIMUM OF 95% OF MAXIMUM

DENSITY PER ASTM D698.

6" AGGREGATE BASE COURSE

1 FULL DEPTH ACC REPLACEMENT SECTION

NO SCALE

EXISTING PAVEMENT

FULL-DEPTH SAWCUT

MAX. LIFT THICKNESS FOR BITUMINOUS

BASE COURSE SHALL BE 3.5" COMPACTED

2" BITUMINOUS WEAR COURSE

5" MIN

VALVE BOX TOP

1" CHAMFER

#3 Ø BARS @ 8 O.C. EACH

WAY OR EQUIVALENT

CAST CONCRETE DISK

AROUND THE TOP

OF EACH VALVE BOX

VALVE

2 VALVE BOX SETTING

SCALE: NONE

EXISTING GAS METER

EXISTING SECOND STAGE REGULATOR

EXISTING LOW PRESSURE PROPANE

PIPING TO BUILDING USERS

NEW STUB UP FROM BELOW

GRADE (SEE PLANS FOR SIZING)

NEW SHUTOFF VALVE

RECONFIGURE/RECONNECT

PIPING FROM NEW VALVE TO

EXISTING REGULATOR AS

REQUIRED

UNION

GRADE

FROM NEW PROPANE

DISTRIBUTION PIPING

REDUCE AS REQUIRED FROM NEW STUB

UP TO MATCH REGULATOR INLET SIZE

REDUCER

NOTES:

1. CONFIGURATION IN FIELD MAY DIFFER SLIGHTLY THAN SHOWN.

2. ALL ABOVE GRADE PIPING MUST BE STEEL.

3. PRESSURE BEFORE REGULATOR DESIGNED AS 10 PSI.

PRESSURE AFTER REGULATOR DESIGNED AS 11 INCHES W.C.

NEW EXISTING

3 PROPANE PIPING STUB-UP TO SECOND STAGE REGULATOR/METER CONNECTION

SCALE: NONE

PROFILE

PLAN VIEW

CONSTRUCTION SPECIFICATIONS:

1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.

2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE

LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY).

3. THICKNESS - NOT LESS THAN SIX (6) INCHES.

4. WIDTH - TWENTY FIVE (25) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS

WHERE INGRESS OR EGRESS OCCURS.

5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.

FILTER WILL NOT BE REQUIRED ON A SINGLE FAMILY RESIDENCE LOT.

6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION

ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A

MOUNTABLE BERM WITH 5H:1V SLOPES WILL BE PERMITTED.

7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL

PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY

REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND

REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT

SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE

REMOVED IMMEDIATELY.

8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO

PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA

STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING

DEVICE.

9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.

EXISTING PAVEMENT

MOUNTABLE BERM (OPTIONAL)

EXISTING PVMT.

EXISTING

GROUND

FILTER CLOTH

50' MIN.

' M

10'

6" M

50' MIN.

5 STABILIZED CONSTRUCTION ENTRANCE

SCALE: NONE

NOTE: TACK COAT SHALL BE APPLIED TO JOINT BETWEEN EXISTING AND PROPOSED

PAVEMENT AND BETWEEN BITUMINOUS BASE AND BITUMINOUS WEARING COURSE. PLACE

PRIME COAT BETWEEN AGGREGATE BASE COURSE AND BITUMINOUS BASE COURSE.

1/4" "T

"/4

CONTRACTION JOINT EXPANSION JOINT, SIDEWALK

3/4

SIDEWALK NOTES:

1. EXPANSION JOINTS SHALL BE PLACED IN ALL SIDEWALKS AT INTERVALS OF NOT MORE THAN 40' LONGITUDINALLY, WHERE SIDEWALKS ABUT CURBS, BUILDINGS, DRIVEWAYS, VALVES, ETC. AND

AS SHOWN. IF THE SIDEWALK TO BE CONSTRUCTED IS LESS THAN 40' IN LENGTH ONE SUCH

EXPANSION JOINT SHALL BE PLACED.

2. ALL SIDEWALKS 5 FEET OR MORE IN WIDTH SHALL BE SCORED IN PANELS NO GREATER THAN 5

FEET IN LENGTH.

3. USE URETHANE SEALANT, AS SPECIFIED, ON ALL EXPANSION JOINTS.

4. MAXIMUM CROSS SLOPE ON ALL SIDEWALKS SHALL BE 2%.

5. SIDEWALK: "T" = 4"

APPLY NO SEALANT

TO SAWN JOINT

1/2" PRE-MOULDED

EXPANSION JOINT MATERIAL

WITH JOINT SEALANT

4 PIPELINE MARKING POST

SCALE: NONE

G A S

I L N E

DECAL LETTERING

TO BE BLACK

REINFORCED FIBERGLASS UTILITY MARKING POST,

60" MINIMUM LENGTH. POST COLOR TO BE YELLOW.

1.1"

.32

POST CROSS-SECTION 5/16/25

Sheets and Views

09258006-1-COVER - 1

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09258006-1-SHEETS - 15

File details come from the government source that posted it. Updated Feb 25, 2026.