1431-14 RPA Ops Final DRAWINGS.pdf

PDF 41 MB Posted Mar 30, 2021

Attached to: Construct Consolidated RPA Operations Facility
Solicitation number: W901UZ-21-B-0001
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal solicitation to construct a consolidated remotely piloted aircraft operations facility. The solicitation seeks a single firm fixed-price contract for construction services including a approximately 25,600 square foot single story building for administrative functions, training and operations. Site work includes clearing, grading, paving, utilities and landscaping. The building features precast concrete bearing walls, steel bar joists, and metal deck roofing. Interior finishes comprise floors, walls, ceilings and mechanical, electrical and plumbing systems. The project must achieve Guiding Principles Certification and has a 455 calendar day performance period. The solicitation will be issued on March 30th with the pre-bid conference on April 15th and bids due on April 29th. The opportunity is 100% set aside for small businesses and located in Fargo, North Dakota.

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Other files

File	Type	Posted
BID ABSTRACT_OF 1419 RPA OPS.pdf	PDF	May 11, 2021
W901UZ21B0001 0002 RPA OPS AMENDMENT 2.pdf	PDF	Apr 27, 2021
Pre-Bid Meeting 2 minutes_attendnace RPA Ops NDANG.pdf	PDF	Apr 23, 2021
W901UZ21B0001_0001 RPA OPS Amendment.pdf	PDF	Apr 23, 2021
Pre Bid Meeting minutes_attendance RPA Ops NDANG.pdf	PDF	Apr 16, 2021
1431-14 RPA Ops Final DRAWINGS with structural drawings.pdf	PDF	Apr 2, 2021
JA Redacted 3 items.pdf	PDF	Mar 30, 2021
W901UZ-21-B-0001_solicitation RPA Ops.pdf	PDF	Mar 30, 2021
1431-14 RPA Ops Final - SPECIFICATIONS.pdf	PDF	Mar 30, 2021
JA Redacted 1 item.pdf	PDF	Mar 30, 2021
WD as of 03102021.pdf	PDF	Mar 30, 2021

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CONSOLIDATED RPA

OPERATIONS FACILITY

Fargo, North Dakota

SHEET INDEX

COVER

Sheet Index, Site Plan, Site Security Plan

CIVIL

C1.0 Demolition Plan

C2.0 Erosion Control/Storm Sewer Plan

C2.1 Sanitary Sewer/Watermain Plan

C3.0 Grading Plan

C4.0 Paving Plan

C5.0 Jointing Plan

C6.0 Details

C6.1 Details

LANDSCAPE

L100 Landscape Plan, Plant Schedule, Details

L101 Dumpster Screen Details, Pergola Details, Architectural Fence Details

ARCHITECTURAL

A000 Main Level Code Plan, Code Review Summary, Code Plan Legend

A090 Building 400/410 Key Plan, Building 410 Main

Level Demo Plan, Demolition Notes, Building

410 Main Level Plan, Room Finish Schedule, Door Schedule, Details

A091 Bldg 410 Reflected Ceiling Plan, Interior

Elevation, Wall Section, Details

A100 Main Level Floor Plan, Wall Types, Details

A101 Room Finish Schedule, Details

A102 Main Level Finish Plan, Details

A200 Building Elevations

A300 Building Sections, Details

A400 Wall Sections, Details

A600 Roof Plan, Details

A700 Door Schedule, Door Types, Frame Types, Details

A701 Building Section, Details

A800 Main Level Reflected Ceiling Plan, RCP Legend, Details

A900 Enlarged Floor Plans, Interior Elevations

A901 Enlarged Floor Plan, Framing Plan, Interior

Elevations, Details

A902 Interior Elevations, Details

STRUCTURAL

S001 Structural Notes

S101 Footing & Foundation Plan

S102 ABI-1: Building 410 Footing & Foundation Plan, Building 410 Roof Framing Plan

S201 Roof Framing Plan

S301 Footing & Foundation Details

S401 Framing Details

S402 Framing Details

MECHANICAL

M001 Mechanical Legend & Symbols, Schedules

M002 Site Plan

M100 Building 410 Plan - Mechanical Demolition, Building 130 Plan - Mechanical Demolition

M200 Foundation Plan - Underground Plumbing

M201 Main Floor Plan - Plumbing

M202 Plumbing Riser Diagrams

M300 Main Floor Plan - Ventilation

M400 Main Floor Plan - Hydronic

M500 Fire Sprinkler

M600 Mechanical Details

M601 Mechanical Details

M602 Mechanical Details

M603 Mechanical Details

ELECTRICAL

E001 Electrical Symbol Legend & Luminaire Schedule

E002 Site Plan - Electrical

E003 Partial Site Plan - Electrical

E004 Building 410 - Electrical Demolition, Electrical

E100 Main Floor Plan - Lighting

E200 Main Floor Plan - Power

E201 Large Scale Partial Main Floor Plan - Power

E202 Roof Plan - Power

E300 Main Floor Plan - Systems

E400 Main Floor Plan - Fire Alarm

E500 Electrical One Line & Details

E501 23.9KV Electrical One Line & Details

E600 Electrical Schedules

E601 Electrical Schedules

E700 Electrical Details

E701 Electrical Details

E702 Electrical Details

E703 Electrical Details

F.F. 898.00

W W

BLDG 217

BLDG 217A

BLDG 218

BLDG 400

BLDG 420

MUSTANG DRIVE

T H

S T R E E T

BLDG 223

BLDG 220

BLDG 241

BLDG 242

BLDG 243

B L D

BLDG 244

BLDG 245

BLDG 246

F.F. 898.00

W W

COVER

SHEET INDEX

SITE PLAN

SITE SECURITY PLAN

SITE PLAN

Scale: 1" = 100'-0"

A14

A090

ABI-1: BUILDINGS TO BE

DEMOLISHED - SEE CIVIL

A14

A100

ABI-1: BUILDING TO BE

DEMOLISHED - SEE CIVIL & ELEC

ABI-7: OLD MAIN GATE ROAD TO

BE DEMOLISHED - SEE CIVIL

SITE SECURITY PLAN

Scale: 1" = 50'-0"

CONTRACTOR PARKING

PRIMARY AREA OF WORK

SECURE MATERIALS

STORAGE

FIRST BAY OF EXISTING

ARCHITECTURAL FENCE TO

BE DEMOLISHED - SEE CIVIL

FOR EXTENTS

EXISTING CHAIN LINK FENCE

TO BE DEMOLISHED - SEE

CIVIL FOR EXTENTS

ROPE BARRIER BY OWNER

CONTRACTOR TRAILER

OPTION

SECURITY

SHACK

WALK THROUGH GATE

CONTRACTOR ENTRANCE

TEMPORARY SECURITY FENCE

ABI-1: PARTIAL BUILDING

410 DEMOLITION

Date

Drawing Title

March 19, 2021 1431-14

Consolidated RPA

Operations Facility

Project No. KKGA 169022

Fargo, North Dakota

1 2 3 4 5 6 7 8 9 10 11 12 13 14

I J

J K

Shultz & Associates

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

ARCHITECT

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

Heyer Engineering

1020 36th Street S Suite A

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

GENERAL NOTES

FOR OFFICIAL USE ONLY

Registration # 2580Date: March 19, 2021

I hereby certify that this architectural document was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of

North Dakota.

Jared M. Jensen

AutoCAD SHX Text

BM#1

AutoCAD SHX Text

MUSTANG DRIVE

AutoCAD SHX Text

14TH STREET

AutoCAD SHX Text

LAW ENFORCEMENT CENTER

AutoCAD SHX Text

14TH STREET

AutoCAD SHX Text

STARFIRE AVENUE

AutoCAD SHX Text

PHANTOM DRIVE

AutoCAD SHX Text

EXISTING ELECTRICAL CABINET

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

BM#1

AutoCAD SHX Text

14TH STREET

AutoCAD SHX Text

PHANTOM DRIVE

Date

Drawing Title

1 2 3 4 5 6 7 8 9 10 11 12 13 14

J J

K K

March 19, 2021 1431-14

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

ARCHITECT

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

Heyer Engineering

1020 36th Street S Suite A

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

Consolidated RPA

Operations Facility

E N G I N E E R I N G

3-19-21

PLAN NOTES:

BENCHMARKS:

SCALE: 1 INCH = 40 FEET

40200 80

PLAN NOTES:

REMOVE EXISTING CONCRETE PAVEMENT

REMOVE EXISTING CONCRETE CURB & GUTTER

REMOVE EXISTING FENCE

C1.0

ABI NO.1

ABI NO.7

REMOVE EXISTING BUILDING (ABI NO.1)

REMOVE EXISTING CONCRETE PAVEMENT (ABI NO.7)

REMOVE EXISTING ASPHALT PAVEMENT (ABI NO.7)

REMOVE EXISTING CONCRETE CURB & GUTTER (ABI NO.7)

DEMOLITION PLAN

REMOVE EXISTING CONCRETE PAVEMENT (ABI NO.1)

1. ALL WORK SHALL COMPLY WITH THE MOST RECENT CITY OF FARGO

STANDARD SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC

UTILITIES.

2. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES FOR UNDERGROUND

LOCATIONS 48 HOURS PRIOR TO BEGINNING CONSTRUCTION.

NORTH DAKOTA ONE CALL PHONE NUMBER: 1-800-795-0555

3. CONTRACTOR SHALL CONTACT NDANG BASE WORK CONTROL OFFICE

AT 701-451-2860 PRIOR TO BEGINNING CONSTRUCTION.

4. CONTRACTOR SHALL PROTECT ALL PROPERTY PINS. PROPERTY PINS

DESTROYED OR DISTURBED SHALL BE REPLACED AT CONTRACTORS

EXPENSE.

5. CONTRACTOR SHALL OBTAIN A STORM WATER POLLUTION PERMIT

SHALL BE ACQUIRED BY THE CONTRACTOR AND OWNER FROM THE

NORTH DAKOTA STATE HEALTH DEPARTMENT SEVEN (7) DAYS PRIOR

TO CONSTRUCTION.

6. CONTRACTOR SHALL MAINTAIN TEMPORARY EROSION CONTROL UNTIL

PERMANENT EROSION CONTROL IS ESTABLISHED.

7. ALL PAVEMENT MARKED FOR DEMOLITION SHALL BE FULL DEPTH

SAW CUT PRIOR TO REMOVAL.

8. ALL GRASSED AREAS DISTURBED BY CONSTRUCTION SHALL BE

TOPSOILED (6" DEPTH), GRADED, SEEDED, AND HYDRO-MULCHED.

9. ALL EXTERIOR VAULTS AND MANHOLES MUST BE LOCKABLE.

10. CONTRACTOR SHALL SWEEP/VAC ALL PAVED AREAS PRIOR TO

INSTALLING PAVEMENT MARKINGS.

11. FENCING SHALL BE 7' W/ 6 STRAND BARBED WIRE W/ CONCRETE

MOW STRIP. GROUND EVERY 500'

EXISTING STORM INLET

EXISTING MANHOLE

EXISTING FIRE HYDRANT

EXISTING GATE VALVE

EXISTING LIGHT POLE

EXISTING TREE

EXISTING FENCE

EXISTING SANITARY SEWER LINE

EXISTING STORM SEWER LINE

REMOVE EXISTING GAS LINE (ABI NO.8)

(COORDINATE W/ UTILITY PROVIDER)

EXISTING TELEPHONE RISER

EXISTING SIGN

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING UNDERGROUND FIBER OPTIC LINE

BM: TOP NUT OF HYDRANT

ELEV: 899.32 (NAVD 1988)

REMOVE EXISTING STORM INLET

REMOVE EXISTING FIRE HYDRANT

SALVAGE & REINSTALL EXISTING TREE

(FINAL LOCATION DETERMINED BY OWNER)

REMOVE EXISTING STORM SEWER LINE

RELOCATE EXISTING UNDERGROUND ELECTRIC LINE

REMOVE EXISTING UNDERGROUND FIBER OPTIC LINE

EXISTING ELECTRICAL PLUG IN

REMOVE EXISTING LIGHT POLE

REMOVE EXISTING TELEPHONE RISER

REMOVE EXISTING ELECTRICAL PLUG IN

S T

W W

S S

W W

S T

50'x30'

CONSTRUCTION

ENTRANCE CONCRETE

WASHOUT

AREA

ST MH #1 (60") W/

SOLID COVER

RIM 897.15

INV SW 894.74 (12" HDPE)

INV N 891.31 (24" RCP)

INV E 891.31± (24" RCP)

216LF-24" CL III

RCP ST @ 0.35%

ST MH #3 (60") W/

SOLID COVER

RIM 897.20

INV S 890.90 (24" RCP)

INV W 890.90 (24" RCP)ST MH #4 (60") W/

SOLID COVER

RIM 896.30

INV S 890.14 (24" RCP)

INV W 890.14 (24" RCP)

ST INLET #5 (27")

RIM 895.10

INV 893.00 (10" PVC)

FF 898.00

X X

CONNECT TO EXISTING

ST INLET

INV N 892.32 (10" PVC)

INV S 892.32 (10" PVC)

ST MH #8 (48") W/ INLET

CASTING & GRATE

RIM 895.30

INV N/S 893.38± (12" RCP)

143LF-10" SDR35

PVC ST @ 0.48%

S T

84LF-24" CLIII RCP ST @ 0.35%

30LF-24" CLIII RCP ST @ 0.35%

ST MH #2 (48") W/

SOLID COVER

RIM 897.50

INV W 893.37 (12" HDPE)

INV S 891.01 (24" RCP)

INV N 891.01 (24" RCP)

X X

42LF-24" CL III

RCP ST @ 0.35%

24" RCP FES W/

TRASH GUARD

INV 889.00

12"-90° BEND

11LF-12" HDPE

ST @ 1.0%

INV 894.89

PVC INLETS (14)

RIM 898.00

INV 895.00

26LF-12" HDPE ST @ 1.0%

12"x12" TEE

11LF-12" HDPE

ST @ 1.0%

0.45'-12" RISER

TOP INV 894.89

BTM INV 894.44

152LF-12" HDPE ST

@ 1.0%

12"x12" TEE

11LF-12" HDPE

ST @ 1.0%

0.90'-12" RISER

TOP INV 894.89

BTM INV 893.99

12"x12" TEE

11LF-12" HDPE

ST @ 1.0%

1.35'-12" RISER

TOP INV 894.89

BTM INV 893.54

CONNECT TO EXISTING ST MH

INV S 890.32 (12" HDPE)

INV NW 888.84 (24" RCP)

47LF-24" CL III

RCP ST @ 0.35%

37LF-12" HDPE

ST @ 1.0%

65LF-12" HDPE

ST @ 1.0%

ST MH #5 (48") W/

SOLID COVER

RIM 897.50

INV E 890.69 (12" HDPE)

INV N 890.69 (12" HDPE)

ST MH #6 (48") W/

SOLID COVER

RIM 897.20

INV N 894.85 (12" HDPE)

INV NE 894.52 (12" HDPE)

INV E 891.34 (12" HDPE)

INV W 891.34 (12" HDPE)

15LF-12" HDPE

ST @ 1.0%

12"-90° BEND

36LF-12" HDPE ST @ 1.0%

INV 891.70

48LF-12" HDPE

ST @ 1.0%

12" HDPE ST INV 891.84

4"/6" PVC WM T.O.P. 889.00

12" HDPE ST INV 891.22

6" PVC WM T.O.P. 889.00

12"x12" TEE

10LF-12" HDPE ST @ 1.0%

2.34'-12" RISER

TOP INV 894.90

BTM INV 892.56

12"-90° BEND

20LF-12" HDPE ST @ 1.0%

2.00'-12" RISER

TOP INV 894.80

BTM INV 892.80

110LF-12" HDPE

ST @ 1.0%

ST MH #7 (48") W/

SOLID COVER

RIM 897.60

INV W 894.13 (12" HDPE)

INV N 894.13 (12" HDPE)

12"-45° BEND

14LF-12" HDPE

ST @ 1.0%

INV 894.86

12"-90° BEND

25LF-12" HDPE

ST @ 1.0%

INV 894.61

48LF-12" HDPE

ST @ 1.0%

CONNECT TO EXISTING ST INLET

INV S 892.77 (12" HDPE)

12" HDPE ST INV 893.65

6" PVC SAN T.O.P. 892.50

(INSTALL 2" POLYSTYRE

INSULATION BETWEEN PIPES)

107LF-12" HDPE

ST @ 1.27%

12"x12" TEE

10LF-12" HDPE ST @ 1.0%

0.27'-12" RISER

TOP INV 894.90

BTM INV 894.63 12"x12" TEE

10LF-12" HDPE ST @ 1.0%

0.63'-12" RISER

TOP INV 894.90

BTM INV 894.27

12"x12" TEE

15LF-12" HDPE

ST @ 1.0%

1.48'-12" RISER

TOP INV 894.85

BTM INV 893.37

24" RCP ST INV 890.33

6" PVC WM T.O.P. 888.50

(INSTALL 2" POLYSTYRENE

INSULATION BETWEEN PIPES)

4" PVC ST

INV 892.02

(COORD. W/ MECH.)

NOTE:

EROSION CONTROL BLANKET

SHALL BE APPLIED TO

SLOPES STEEPER THAN 6:1

24" RCP FES W/ TRASH GUARD

INV 890.00

INSTALL NEW RIP-RAP

(SEE DETAIL 20/C6.0)

12"x12" TEE

10LF-12" HDPE ST @ 1.0%

2.85'-12" RISER

TOP INV 894.90

BTM INV 892.05

12"x4" SEWER WYE

10LF-4" SDR35 PVC ST @ 1.0%

INV 891.92

Date

Drawing Title

1 2 3 4 5 6 7 8 9 10 11 12 13 14

J J

K K

March 19, 2021 1431-14

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

ARCHITECT

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

Heyer Engineering

1020 36th Street S Suite A

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

Consolidated RPA

Operations Facility

E N G I N E E R I N G

3-19-21

PLAN NOTES:

SCALE: 1 INCH = 40 FEET

40200 80

PLAN NOTES:

NEW WATERMAIN LINE

NEW SANITARY SEWER LINE

NEW STORM SEWER LINE

NEW STORM MANHOLE

NEW STORM INLET

NEW FIRE HYDRANT

NEW GATE VALVE

NEW SANITARY MANHOLE

NEW FENCEX

NEW INLET PROTECTION

NEW CONSTRUCTION ENTRANCE

NEW BIOROLL

C2.0

EROSION CONTROL /

STORM SEWER PLAN

BENCHMARKS:

BM: TOP NUT OF HYDRANT

ELEV: 899.32 (NAVD 1988)

1. ALL WORK SHALL COMPLY WITH THE MOST RECENT CITY OF FARGO

STANDARD SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC

UTILITIES.

2. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES FOR UNDERGROUND

LOCATIONS 48 HOURS PRIOR TO BEGINNING CONSTRUCTION.

NORTH DAKOTA ONE CALL PHONE NUMBER: 1-800-795-0555

3. CONTRACTOR SHALL CONTACT NDANG BASE WORK CONTROL OFFICE

AT 701-451-2860 PRIOR TO BEGINNING CONSTRUCTION.

4. CONTRACTOR SHALL PROTECT ALL PROPERTY PINS. PROPERTY PINS

DESTROYED OR DISTURBED SHALL BE REPLACED AT CONTRACTORS

EXPENSE.

5. CONTRACTOR SHALL OBTAIN A STORM WATER POLLUTION PERMIT

SHALL BE ACQUIRED BY THE CONTRACTOR AND OWNER FROM THE

NORTH DAKOTA STATE HEALTH DEPARTMENT SEVEN (7) DAYS PRIOR

TO CONSTRUCTION.

6. CONTRACTOR SHALL MAINTAIN TEMPORARY EROSION CONTROL UNTIL

PERMANENT EROSION CONTROL IS ESTABLISHED.

7. ALL GRASSED AREAS DISTURBED BY CONSTRUCTION SHALL BE

TOPSOILED (6" DEPTH), GRADED, SEEDED, AND HYDRO-MULCHED.

8. ALL EXTERIOR VAULTS AND MANHOLES MUST BE LOCKABLE.

9. CONTRACTOR SHALL SWEEP/VAC ALL PAVED AREAS PRIOR TO

INSTALLING PAVEMENT MARKINGS.

10. FENCING SHALL BE 7' W/ 6 STRAND BARBED WIRE W/ CONCRETE

MOW STRIP. GROUND EVERY 500'

EXISTING STORM INLET

EXISTING MANHOLE

EXISTING FIRE HYDRANT

EXISTING GATE VALVE

EXISTING FENCE

EXISTING SANITARY SEWER LINE

EXISTING STORM SEWER LINE

EXISTING GAS LINE

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING UNDERGROUND FIBER OPTIC LINE

ST NEW PVC STORM INLET

NEW ACCESSIBLE SIGN

EXISTING LIGHT POLE

EXISTING TREE

EXISTING TELEPHONE RISER

EXISTING SIGN

EXISTING ELECTRICAL PLUG IN

896 NEW POND CONTOUR LINE

NEW FLARED END SECTION

NEW RIP RAP

NEW LIGHT POLE (SEE ELEC. PLANS)

W W

S S

W W

S T

REINSTALL SALVAGED

FIRE HYDRANT

F.G. 897.00

10LF-6" DR18 C900 PVC WM

CONNECT TO EXISTING 6" PVC WM

6"x6" TEE

6" GATE VALVE W/ POST INDICATOR & BOX

T.O.P. 888.50

301LF-6" DR18

C900 PVC WM

CONNECT TO EXISTING

SAN SEWER

SAN MH #1 (48")

RIM 896.50

INV W 890.83 (8" PVC)

INV N/S 890.83± (24" RCP)

(FIELD VERIFY ELEVATION &

LOCATION)

222LF-8" SDR26

PVC SAN @ 0.4%

SAN MH #2 (48")

RIM 897.30

INV W 891.72 (6" PVC)

INV E 891.72 (8" PVC)

FF 898.00

6"x6" TEE

6" GATE VALVE W/ POST

INDICATOR & BOX

57LF-6" DR18 C900 PVC WM

T.O.P. 889.00

(COORDINATE W/ MECH.)

(PLUG END)

6"x4" TEE

4" GATE VALVE W/ POST

INDICATOR & BOX

57LF-4" DR18 C900 PVC WM

T.O.P. 889.00

(COORDINATE W/ MECH.)

(PLUG END)

X X

12" RCP ST INV 892.56

8" PVC SAN T.O.P. 891.84

(INSTALL 2" POLYSTYRENE

INSULATION BETWEEN PIPES)

S T

6" PVC SAN

22LF-6" SDR26

PVC SAN @ 1.0%

INV 891.94

(COORDINATE W/ MECH.)

(PLUG END)

X X

12" HDPE ST INV 891.84

4"/6" PVC WM T.O.P. 889.00

12" HDPE ST INV 891.22

6" PVC WM T.O.P. 889.00

12" HDPE ST INV 893.65

6" PVC SAN T.O.P. 892.50

(INSTALL 2" POLYSTYRE

INSULATION BETWEEN PIPES)

24" RCP ST INV 890.33

6" PVC WM T.O.P. 888.50

(INSTALL 2" POLYSTYRENE

INSULATION BETWEEN PIPES)

FIRE HYDRANT

F.G. 897.00

6" GATE VALVE W/

POST INDICATOR & BOX

T.O.P. 889.00

UNDERGROUND MECH. LINES

(SEE MECH.)

UNDERGROUND MECH. LINES

(SEE MECH.)

Date

Drawing Title

1 2 3 4 5 6 7 8 9 10 11 12 13 14

J J

K K

March 19, 2021 1431-14

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

ARCHITECT

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

Heyer Engineering

1020 36th Street S Suite A

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

Consolidated RPA

Operations Facility

E N G I N E E R I N G

3-19-21

PLAN NOTES:

SCALE: 1 INCH = 40 FEET

40200 80

PLAN NOTES:

NEW WATERMAIN LINE

NEW SANITARY SEWER LINE

NEW STORM SEWER LINE

NEW STORM MANHOLE

NEW STORM INLET

NEW FIRE HYDRANT

NEW GATE VALVE

NEW SANITARY MANHOLE

NEW FENCEX

C2.1

SANITARY SEWER /

WATERMAIN PLAN

BENCHMARKS:

BM: TOP NUT OF HYDRANT

ELEV: 899.32 (NAVD 1988)

1. ALL WORK SHALL COMPLY WITH THE MOST RECENT CITY OF FARGO

STANDARD SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC

UTILITIES.

2. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES FOR UNDERGROUND

LOCATIONS 48 HOURS PRIOR TO BEGINNING CONSTRUCTION.

NORTH DAKOTA ONE CALL PHONE NUMBER: 1-800-795-0555

3. CONTRACTOR SHALL CONTACT NDANG BASE WORK CONTROL OFFICE

AT 701-451-2860 PRIOR TO BEGINNING CONSTRUCTION.

4. CONTRACTOR SHALL PROTECT ALL PROPERTY PINS. PROPERTY PINS

DESTROYED OR DISTURBED SHALL BE REPLACED AT CONTRACTORS

EXPENSE.

5. CONTRACTOR SHALL OBTAIN A STORM WATER POLLUTION PERMIT

SHALL BE ACQUIRED BY THE CONTRACTOR AND OWNER FROM THE

NORTH DAKOTA STATE HEALTH DEPARTMENT SEVEN (7) DAYS PRIOR

TO CONSTRUCTION.

6. CONTRACTOR SHALL MAINTAIN TEMPORARY EROSION CONTROL UNTIL

PERMANENT EROSION CONTROL IS ESTABLISHED.

7. ALL GRASSED AREAS DISTURBED BY CONSTRUCTION SHALL BE

TOPSOILED (6" DEPTH), GRADED, SEEDED, AND HYDRO-MULCHED.

8. ALL EXTERIOR VAULTS AND MANHOLES MUST BE LOCKABLE.

9. CONTRACTOR SHALL SWEEP/VAC ALL PAVED AREAS PRIOR TO

INSTALLING PAVEMENT MARKINGS.

10. FENCING SHALL BE 7' W/ 6 STRAND BARBED WIRE W/ CONCRETE

MOW STRIP. GROUND EVERY 500'

EXISTING STORM INLET

EXISTING MANHOLE

EXISTING FIRE HYDRANT

EXISTING GATE VALVE

EXISTING FENCE

EXISTING SANITARY SEWER LINE

EXISTING STORM SEWER LINE

EXISTING GAS LINE

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING UNDERGROUND FIBER OPTIC LINE

ST NEW PVC STORM INLET

NEW ACCESSIBLE SIGN

EXISTING LIGHT POLE

EXISTING TREE

EXISTING TELEPHONE RISER

EXISTING SIGN

EXISTING ELECTRICAL PLUG IN

NEW FLARED END SECTION

896 NEW POND CONTOUR LINE

NEW RIP RAP

FF 898.00

X X

CONTRACTOR TO MATCH

EXISTING GRADES

X X

CONCRETE PADS

898.00

CONCRETE PAD 897.50

0.41%

0.65%

0.60%

0.92% 0.8%

Date

Drawing Title

1 2 3 4 5 6 7 8 9 10 11 12 13 14

J J

K K

March 19, 2021 1431-14

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

ARCHITECT

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

Heyer Engineering

1020 36th Street S Suite A

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

Consolidated RPA

Operations Facility

E N G I N E E R I N G

3-19-21

PLAN NOTES:

SCALE: 1 INCH = 40 FEET

40200 80

PLAN NOTES:

NEW GATE VALVEW

NEW FENCEX

EXISTING SPOT ELEVATION

EXISTING CONTOUR LINE

NEW RIM ELEVATION

NEW INVERT ELEVATION

NEW SIDEWALK ELEVATION

MATCH EXISTING ELEVATION

897.50RIM

890.00INV

896.95SW

895.77ME

NEW TOP OF PAVMENT ELEVATION

NEW GUTTER ELEVATION

NEW TOP OF CURB ELEVATION

897.44TP

895.70G

896.05TC

896 NEW POND CONTOUR LINE

C3.0

GRADING PLAN

EXISTING STORM INLET

EXISTING MANHOLE

EXISTING FIRE HYDRANT

EXISTING GATE VALVE

EXISTING FENCE

BENCHMARKS:

BM: TOP NUT OF HYDRANT

ELEV: 899.32 (NAVD 1988)

1. ALL WORK SHALL COMPLY WITH THE MOST RECENT CITY OF FARGO

STANDARD SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC

UTILITIES.

2. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES FOR UNDERGROUND

LOCATIONS 48 HOURS PRIOR TO BEGINNING CONSTRUCTION.

NORTH DAKOTA ONE CALL PHONE NUMBER: 1-800-795-0555

3. CONTRACTOR SHALL CONTACT NDANG BASE WORK CONTROL OFFICE

AT 701-451-2860 PRIOR TO BEGINNING CONSTRUCTION.

4. CONTRACTOR SHALL PROTECT ALL PROPERTY PINS. PROPERTY PINS

DESTROYED OR DISTURBED SHALL BE REPLACED AT CONTRACTORS

EXPENSE.

5. CONTRACTOR SHALL OBTAIN A STORM WATER POLLUTION PERMIT

SHALL BE ACQUIRED BY THE CONTRACTOR AND OWNER FROM THE

NORTH DAKOTA STATE HEALTH DEPARTMENT SEVEN (7) DAYS PRIOR

TO CONSTRUCTION.

6. CONTRACTOR SHALL MAINTAIN TEMPORARY EROSION CONTROL UNTIL

PERMANENT EROSION CONTROL IS ESTABLISHED.

7. ALL GRASSED AREAS DISTURBED BY CONSTRUCTION SHALL BE

TOPSOILED (6" DEPTH), GRADED, SEEDED, AND HYDRO-MULCHED.

8. ALL EXTERIOR VAULTS AND MANHOLES MUST BE LOCKABLE.

9. CONTRACTOR SHALL SWEEP/VAC ALL PAVED AREAS PRIOR TO

INSTALLING PAVEMENT MARKINGS.

10. FENCING SHALL BE 7' W/ 6 STRAND BARBED WIRE W/ CONCRETE

MOW STRIP. GROUND EVERY 500'

NEW STORM MANHOLE

NEW STORM INLET

NEW FIRE HYDRANT

NEW SANITARY MANHOLE

ST NEW PVC STORM INLET

NEW ACCESSIBLE SIGN

EXISTING LIGHT POLE

EXISTING TREE

EXISTING TELEPHONE RISER

EXISTING SIGN

EXISTING ELECTRICAL PLUG IN

NEW FLARED END SECTION

NEW SLOPE & DIRECTION OF FLOW

1.0%

6.0'

X X

INSTALL 368LF-7' HIGH

CHAINLINK FENCE W/ 6

STRAND BARBED WIRE & 2'

WIDE CONCRETE MOW STRIP

@ BASE BID, SEE ARCH

FOR FENCE @ ABI-5

INSTALL 259LF-7' HIGH

CHAINLINK FENCE W/ 6

STRAND BARBED WIRE & 2'

WIDE CONCRETE MOW STRIP

@ BASE BID, SEE ARCH

FOR FENCE @ ABI-5

10@9.0'=90.0'

18.0' 18.0'27.0'18.0'

27.0' 18.0'

17@9.0'=153.0'

18.0' 27.0' 18.0' 18.0' 27.0' 18.0' 18.0'

27.0'

R5 .0

R5.0'

R3 .0

R5.0'

6.0'

X X

INSTALL 99LF-7' HIGH

CHAINLINK FENCE W/ 6

STRAND BARBED WIRE & 2'

WIDE CONCRETE MOW STRIP

@ BASE BID, SEE ARCH

FOR FENCE @ ABI-5

18.0'

PROVIDE 7' HIGH / 6'

WIDE SWING GATE W/ 6

STRAND BARBED WIRE

@ BASE BID, SEE ARCH

FOR FENCE @ ABI-5

33.0' UNOBSTRUCTE

ZONE

PROVIDE 7' HIGH / 6'

WIDE SWING GATE W/ 6

STRAND BARBED WIRE

@ BASE BID, SEE ARCH

FOR FENCE @ ABI-5

PROVIDE 7' HIGH / 6'

WIDE SWING GATE W/ 6

STRAND BARBED WIRE

@ BASE BID, SEE ARCH

FOR FENCE @ ABI-5

PROVIDE 7' HIGH / 6'

WIDE SWING GATE W/ 6

STRAND BARBED WIRE

@ BASE BID, SEE ARCH

FOR FENCE @ ABI-5

6.0'

INSTALL 9LF DROP CURB

SECTION W/ 6' FLARES

INSTALL TWO (2) NEW

ACCESSIBLE SIGNS

X X

R1 5.

NEW MECHANICAL EQUIPMENT

PAD ELEV 897.50

NEW CHILLER

PAD ELEV 898.00

NEW GENERATOR

PAD ELEV 898.00

NEW TRANSFORMER

PAD ELEV 898.00

6.0'

R5.0'

R5 .0

6.0'

NEW MECH. EQUIPMENT

(SEE MECH.)

NEW 46LF-9' HIGH

CHAINLINK FENCE W/

CHAINLINK COVER

(SEE DETAIL 24/C6.1)

PROVIDE 4' WIDE GATE

(SEE DETAIL 23/C6.1)

PROVIDE 10' WIDE

DOUBLE SWING GATE

(SEE DETAIL 25/C6.1)

TRASH ENCLOSURE

SEE L101 @ ABI-10

R5.0'

R5 .0

26.0'

6.0'

INSTALL 22LF-7' HIGH

CHAINLINK FENCE W/ 6

STRAND BARBED WIRE & 2'

WIDE CONCRETE MOW STRIP

NOTE:

PROTECT EXISTING F-4

JET DURING CONSTRUCTION

INSTALL 23LF-7' HIGH

CHAINLINK FENCE W/ 6

STRAND BARBED WIRE & 2'

WIDE CONCRETE MOW STRIP

NOTE:

PROTECT EXISTING F-4

JET DURING CONSTRUCTION

INSTALL 23LF-7' HIGH

CHAINLINK FENCE W/ 6

STRAND BARBED WIRE & 2'

WIDE CONCRETE MOW STRIP

X X

Date

Drawing Title

1 2 3 4 5 6 7 8 9 10 11 12 13 14

J J

K K

March 19, 2021 1431-14

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

ARCHITECT

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

Heyer Engineering

1020 36th Street S Suite A

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

Consolidated RPA

Operations Facility

E N G I N E E R I N G

3-19-21

PLAN NOTES:

SCALE: 1 INCH = 40 FEET

40200 80

PLAN NOTES:

NEW GATE VALVEW

NEW FENCEX

NEW 4" REINFORCED CONCRETE SIDEWALK

NEW 8" REINFORCED CONCRETE PAVEMENT

(FIELD VERIFY)

NEW TYPE 1 STANDARD CONCRETE CURB & GUTTER

NEW TYPE 2 STANDARD CONCRETE CURB & GUTTER

NEW 6" NON-REINFORCED CONCRETE PAVEMENT

C4.0

NEW 18" NON-REINFORCED CONCRETE PAVEMENT

(FIELD VERIFY) (ABI NO.1)

ABI NO.1

ABI NO.7

NEW SEEDING AREA (ABI NO.1)

PAVING PLAN

NEW SEEDING AREA (ABI NO.7)

BENCHMARKS:

BM: TOP NUT OF HYDRANT

ELEV: 899.32 (NAVD 1988)

1. ALL WORK SHALL COMPLY WITH THE MOST RECENT CITY OF FARGO

STANDARD SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC

UTILITIES.

2. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES FOR UNDERGROUND

LOCATIONS 48 HOURS PRIOR TO BEGINNING CONSTRUCTION.

NORTH DAKOTA ONE CALL PHONE NUMBER: 1-800-795-0555

3. CONTRACTOR SHALL CONTACT NDANG BASE WORK CONTROL OFFICE

AT 701-451-2860 PRIOR TO BEGINNING CONSTRUCTION.

4. CONTRACTOR SHALL PROTECT ALL PROPERTY PINS. PROPERTY PINS

DESTROYED OR DISTURBED SHALL BE REPLACED AT CONTRACTORS

EXPENSE.

5. CONTRACTOR SHALL OBTAIN A STORM WATER POLLUTION PERMIT

SHALL BE ACQUIRED BY THE CONTRACTOR AND OWNER FROM THE

NORTH DAKOTA STATE HEALTH DEPARTMENT SEVEN (7) DAYS PRIOR

TO CONSTRUCTION.

6. CONTRACTOR SHALL MAINTAIN TEMPORARY EROSION CONTROL UNTIL

PERMANENT EROSION CONTROL IS ESTABLISHED.

7. ALL GRASSED AREAS DISTURBED BY CONSTRUCTION SHALL BE

TOPSOILED (6" DEPTH), GRADED, SEEDED, AND HYDRO-MULCHED.

8. ALL EXTERIOR VAULTS AND MANHOLES MUST BE LOCKABLE.

9. CONTRACTOR SHALL SWEEP/VAC ALL PAVED AREAS PRIOR TO

INSTALLING PAVEMENT MARKINGS.

10. FENCING SHALL BE 7' W/ 6 STRAND BARBED WIRE W/ CONCRETE

MOW STRIP. GROUND EVERY 500'

EXISTING STORM INLET

EXISTING MANHOLE

EXISTING FIRE HYDRANT

EXISTING GATE VALVE

EXISTING FENCE

NEW STORM MANHOLE

NEW STORM INLET

NEW FIRE HYDRANT

NEW SANITARY MANHOLE

ST NEW PVC STORM INLET

NEW ACCESSIBLE SIGN

EXISTING LIGHT POLE

EXISTING TREE

EXISTING TELEPHONE RISER

EXISTING SIGN

EXISTING ELECTRICAL PLUG IN

NEW FLARED END SECTION

NEW 6" REINFORCED CONCRETE PAVEMENT

NEW 6" REINFORCED CONCRETE PAVEMENT (ABI NO.7)

X X

2@9.0' 8@10.9'2@9.0'

CCC

2@9.0'

2@9.1' 14@10.0'

CCCCCCC

X X

MATCH EXISTING

JOINTING PATTERN

MATCH EXISTING

JOINTING PATTERN

CONCRETE SIDEWALK

JOINTING PATTERN

SHALL BE 6'x6'

(TYP.)

CONCRETE SIDEWALK

JOINTING PATTERN

SHALL BE 6'x6'

(TYP.)

2@9.2'

6@10.8'

H H

2@10.0'

H H H H H

Date

Drawing Title

1 2 3 4 5 6 7 8 9 10 11 12 13 14

J J

K K

March 19, 2021 1431-14

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

ARCHITECT

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

Heyer Engineering

1020 36th Street S Suite A

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

Consolidated RPA

Operations Facility

E N G I N E E R I N G

3-19-21

PLAN NOTES:

SCALE: 1 INCH = 40 FEET

40200 80

PLAN NOTES:

NEW GATE VALVEW

NEW FENCEX

NEW TIED CONSTRUCTION JOINTC

NEW CONSTRUCTION JOINTH

NEW ISOLATION JOINTI

C5.0

JOINTING PLAN

EXISTING STORM INLET

EXISTING MANHOLE

EXISTING FIRE HYDRANT

EXISTING GATE VALVE

EXISTING FENCE

BENCHMARKS:

BM: TOP NUT OF HYDRANT

ELEV: 899.32 (NAVD 1988)

1. ALL WORK SHALL COMPLY WITH THE MOST RECENT CITY OF FARGO

STANDARD SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC

UTILITIES.

2. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES FOR UNDERGROUND

LOCATIONS 48 HOURS PRIOR TO BEGINNING CONSTRUCTION.

NORTH DAKOTA ONE CALL PHONE NUMBER: 1-800-795-0555

3. CONTRACTOR SHALL CONTACT NDANG BASE WORK CONTROL OFFICE

AT 701-451-2860 PRIOR TO BEGINNING CONSTRUCTION.

4. CONTRACTOR SHALL PROTECT ALL PROPERTY PINS. PROPERTY PINS

DESTROYED OR DISTURBED SHALL BE REPLACED AT CONTRACTORS

EXPENSE.

5. CONTRACTOR SHALL OBTAIN A STORM WATER POLLUTION PERMIT

SHALL BE ACQUIRED BY THE CONTRACTOR AND OWNER FROM THE

NORTH DAKOTA STATE HEALTH DEPARTMENT SEVEN (7) DAYS PRIOR

TO CONSTRUCTION.

6. CONTRACTOR SHALL MAINTAIN TEMPORARY EROSION CONTROL UNTIL

PERMANENT EROSION CONTROL IS ESTABLISHED.

7. ALL GRASSED AREAS DISTURBED BY CONSTRUCTION SHALL BE

TOPSOILED (6" DEPTH), GRADED, SEEDED, AND HYDRO-MULCHED.

8. ALL EXTERIOR VAULTS AND MANHOLES MUST BE LOCKABLE.

9. CONTRACTOR SHALL SWEEP/VAC ALL PAVED AREAS PRIOR TO

INSTALLING PAVEMENT MARKINGS.

10. FENCING SHALL BE 7' W/ 6 STRAND BARBED WIRE W/ CONCRETE

MOW STRIP. GROUND EVERY 500'

NEW STORM MANHOLE

NEW STORM INLET

NEW FIRE HYDRANT

NEW SANITARY MANHOLE

ST NEW PVC STORM INLET

NEW ACCESSIBLE SIGN

EXISTING LIGHT POLE

EXISTING TREE

EXISTING TELEPHONE RISER

EXISTING SIGN

EXISTING ELECTRICAL PLUG IN

NEW FLARED END SECTION

NOTE:

PLUG

30°

MAX.

TABLE OF REQUIRED BEARING AREAS

10"

12"

16"

18"

2' SQ.

3' SQ.

5' SQ.

8' SQ.

11' SQ.

20' SQ.

25' SQ. 14' SQ.

11' SQ.

6' SQ.

4' SQ.

3' SQ.

2' SQ.

2' SQ. 2' SQ.

2' SQ.

3' SQ.

6' SQ.

7' SQ. 4' SQ.

4' SQ.

2' SQ.

2' SQ. 2' SQ.

3' SQ.

4' SQ.

6' SQ.

8' SQ.

15' SQ.

18' SQ.

SIZE OF

PIPE

90° BEND 45° BEND 22 1/2° 11 1/4° TEE

1 WATER MAIN THRUST BLOCKING DETAIL

C6.0 NOT-TO-SCALE

NOTE:

CONCRETE BLOCKING TO BE POURED AGAINST

UNDISTURBED EARTH. BELLS AND BOLTS TO BE

KEPT FREE OF CONCRETE.

TEE & PLUG BLOCKING SHOWN,

TAPPING SLEEVE BLOCKING

SIMILIAR

NOTE:

ALL FITTINGS TO WRAPPED IN

POLYETHYLENE (8 MIL MIN.)

THRUST

BLOCKNEW WATER

MAIN

CONCRETE BLOCK

(4" x 6" x 12")

THIS BEARING AREA

BASED ON PIPE DIA.

OPPOSITE

THRUST

BLOCK

BEDDING

SAND

CONCRETE BLOCK

(4"x6"x12")

NEW WATER

MAIN

CONCRETE BLOCK

(4" x 6" x 12")

THRUST

BLOCK

48" 5"5"

V A R I E S

27"

4' ECCENTRIC CONE

REQUIRED

NOTE: LIFT HOLES TO BE

MANUFACTURED WATER PROOF

MANHOLE COVER SHALL HAVE

-CONCEALED PICK BAR

-"O" RING GASKET

CASTING FRAME & COVER

NEENAH FOUNDRY CO.

R-1733 OR EAST JORDAN

1205-AGSSA OR APPROVED

EQUAL

BUTYL RUBBER GASKET ON

ALL JOINTS (JOINT TO

MEET ASTM 433

REQUIREMENT)

MANHOLE STEP 12" O.C.

(SEE DETAIL)

3-2" ADJUSTING RINGS

48" DIA. PRECAST

CONCRETE MANHOLE

PRECAST MONOLITHIC

MANHOLE W/ GASKET

ASSEMBLY FOR

8" TO 15" DIA. MAINS

3/4" CRUSHED ROCK

TO BE USED TO

SUPPORT PIPE IN

OVEREXCAVATED AREA

14-20 MILS OF COAL TAR

EPOXY OR APPROVED EQUAL

ON BOTTOM SECTION OF

MANHOLEV

A R I E S

T O

6 SANITARY SEWER MANHOLE (48") DETAIL

C6.0 NOT-TO-SCALE

REBAR

MANHOLE

STEP

INTERIOR WALL

OF MANHOLE

INTERIOR WALL

OF MANHOLE

MANHOLE

STEP

NOTE:

STEP SHALL BE CONSTRUCTED OF 1/2" REINFORCING ROD AND COMPLETELY ENCASED

IN A CORROSION RESISTANT RUBBER OR POLYPROPYLENE PLASTIC, WHICH WILL

RESIST DETERIORATION FROM HYDROGEN SULFIDE OR OTHER CHEMICALS AND GASES

ENCOUNTERED IN MANHOLE APPLICATION. ALSO, STEP SHALL HAVE A VERTICAL

RESISTANCE OF 400 LBS., AND A PULLOUT RESISTANCE OF 1000 LBS. SUCH AS:

THE WEDG-LOC STEP BY DELTA PIPE PRODUCTS OR APPROVED EQUAL.

11 MANHOLE STEP DETAIL

C6.0 NOT-TO-SCALE

INLET GRATE

INLET FRAME

LIFT STRAPS

OVERFLOW HOLES

LIFT STRAPS

C O N T A I N M E N T

A R E A

REINFORCED CORNERS

MAINTENANCE:

INSTALLATION:

17 INLET PROTECTION DETAIL

C6.0 NOT-TO-SCALE

• REMOVE THE INLET GRATE.

• STAND THE GRATE UPRIGHT. INSTALL THE GRATE BETWEEN

THE LIFT STRAPS.

• PLACE THE BAG IN THE INLET & LOWER THE BAG AND

GRATE USING THE LIFT STRAPS.

• CHECK BAG REGULARLY & AFTER RAIN EVENTS. IF

THE BAG IS FILLED WITH 1/3 OF ITS CAPACITY WITH

SEDIMENT, EMPTY THE BAG.

• REMOVE DEBRIS AROUND THE INLET GRATE PRIOR TO

REMOVING BAG.

• USE THE LIFT HANDLES TO REMOVE THE BAG AND USE

THE HANDLES ON THE BOTTOM TO EMPTY BAG.

15 SILT FENCE DETAIL

C6.0 NOT-TO-SCALE

T P O S T

STANDARD MACHINE SLICED

DIRECTION OF FLOW

M I N

BACKFILLED TRENCH

5.0' POSTS @ 6.0' MAX

SPACING. MAY BE

ALTERNATED ON GRADES LESS

THAN 2.0%

PLASTIC ZIP TIES

(50 LB. TENSILE)

LOCATED IN TOP 8" POST LENGTH, 5 FT. MIN.

AT 6 FT. MAX. SPACING

GEOTEXTILE FABRIC, 36" WIDTHDIRECTION OF

RUNOFF FLOW

M I N

P O S T

E M B E D M E N T

MACHINE SLICE

8"-12" DEPTH (PLUS

6" FLAP)

A G G R E G A T E

B E D D I N G

MIN.

A G G R E G A T E

B E D D I N G

SUBGRADE

MIN.

12 AGGREGATE BEDDING DETAIL

C6.0 NOT-TO-SCALE

INITIAL COMPACTION AT

MIDPOINT OF PIPE WITH

MECHANICAL TAMPER.

SLOPE AS REQUIRED

BY OSHA

INITIAL COMPACTION AT

MIDPOINT OF PIPE WITH

MECHANICAL TAMPER.

SLOPE AS REQUIRED

BY OSHA

PVC, PE, & CS PIPE

RC PIPE

'A''B' 'B'

'C'

SEAL VOID AROUND PIPE

WITH CONCRETE

MANHOLE FRAME

& COVER

3-2" ADJUSTING

RINGS

MANHOLE STEPS

(SEE DETAIL)

CONCRETE

SHELF

PRECAST CONCRETE

MANHOLE - 'A' DIAMETER

NOTE:

MANHOLE CASTING FRAME AND COVER

SHALL BE NEENAH FOUNDRY CO. R-1733

OR EAST JORDAN 1205-AGSSA OR

APPROVED EQUAL

NOTE:

ALL JOINTS AND LIFTING HOLES TO BE

MORTARED

PRECAST CONCRETE BASE - 'D' THICKNESS x

'F' DIAMETER (NO. 4 BARS, 12" O.C.

E.W., SINGLE MAT FOR 8" SLAB AND DOUBLE

MAT FOR 12" SLAB)

1 1/4" CRUSHED ROCK IN

OVER-EXCAVATED AREAS

NOTE:

BUTYL RUBBER GASKET ON

ALL JOINTS (JOINT TO MEET

ASTM 433 REQUIREMENT)

8 STORM MANHOLE (48" - 120") DETAIL

C6.0 NOT-TO-SCALE

NOTE:

PVC CONNECTIONS TO STORM MANHOLES

AND INLETS SHALL BE MADE WITH GPK

MANHOLE ADAPTER OR APPROVED EQUAL.

DIMENSION TABLE

27"6"60"

72" 7" 27"

B C

84" 8" 27"

96" 9" 27"

108" 10" 27"

120" 11" 27"

12"

'D'

27"5"48" 8"

PRECAST CONCRETE

COVER 'D' THICKNESS

x 'E' DIAMETER

72"

86"

100"

114"

128"

142"

58"

78"

92"

106"

120"

140"

154"

64"

NOTE:

IF INLET CASTING & GRATE IS

REQUIRED: NEENAH R-3405 OR

APPROVED EQUAL

NOTE:

HDPE CONNECTIONS TO STORM MANHOLES

AND INLETS SHALL BE MADE WITH

PRESS SEAL GASKET CORP. WATERSTOP

OR APPROVED EQUAL.

4" MAX

12" MIN

4" MAX

12" MIN

ROPE TIE

FIBER ROLL

16 BIOROLL DETAIL

C6.0 NOT-TO-SCALE

SLOPE VARIES

2" X 2"

WOOD STAKES WOOD

STAKES

FIBER ROLL

9" MINSLOPE

VARIES

2" X 2" WOOD

STAKES OR PINS MAX

4.0' SPACING

0' M

FIBER ROLLS

0' M

NOTE:

VERTICAL SPACING

MEASURED ALONG THE

FACE OF THE SLOPE

VARIES BETWEEN

10.0 FT & 100.0 FT

INSTALL FIBER ROLL

ALONG A LEVEL CONTOUR

INSTALL A FIBER ROLL NEAR

SLOPE WHERE IT TRANSITIONS

INTO A STEEPER SLOPE

FIBER ROLL 9" MIN

18" MIN.

5 HYDRANT MARKER DETAIL

C6.0 NOT-TO-SCALE

2 LB./FT. "U" CHANNEL

(MINIMUM)

ENGINEERING GRADE

REFLECTIVE SHEETING

(4"X7"X 0.063" ALUMINUM)

RED HYDRANT SYMBOL

W/WHITE BACKGROUND

TWO SIGNS (MOUNTED

BACK TO BACK)

C O V E R

M I N

4 WATEROUS HYDRANT DETAIL

C6.0 NOT-TO-SCALE

6" TEE

HYDRANT

LEAD PIPE

WATEROUS FIRE

HYDRANT

1/2"

PLYWOOD

BEARING

SUFACE

CONCRETE

BLOCK

DRAINAGE

ROCK

6" GATE

VALVE

WATEROUS FIRE

HYDRANT

2 1/2" HOSE CONNECTION

(NATIONAL STANDARD THREADS)

4 1/2" PUMPER NOZZLE

(NATIONAL STANDARD THREADS)

GROUND LINE16" TRAFFIC FLANGE

BREAK-OFF SECTION

DRAINAGE

ROCK

CONCRETE

BLOCK

HYDRANT

LEAD PIPE

6" GATE

VALVE

HYDRANT

LEAD

PIPE

6" TEE

1/2" PLYWOOD

BEARING SURFACE

NOTE:

OPERATING & CAP NUTS:

CITY OF FARGO STANDARDS

BOLTS BELOW GROUND TO BE

STAINLESS STEEL

24' (M

IN.

50' (MIN.)

NOTE:

14 CONSTRUCTION ENTRANCE DETAIL

C6.0 NOT-TO-SCALE

NOTES:

1. A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AT ALL LOCATIONS

WHERE CONSTRUCTION VEHICLES OR EQUIPMENT ENTER OR EXIT THE CONSTRUCTION

SITES THAT ARE OVER 5 ACRES AND MAY BE REQUIRED BETWEEN 1 AND 5 ACRES AS

DIRECTED BY THE ENGINEER.

2.UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL REMOVE THE TEMPORARY

CONSTRUCTION ENTRANCE UNLESS NOTED OTHERWISE, AND THE SITE SHALL BE

RESTORED TO IT'S PREVIOUS CONDITION.

3.ENTRANCES SHALL BE MAINTAINED IN A MANNER TO MINIMIZE THE TRACKING OF

SEDIMENT ONTO PAVED SURFACES.

4.THE LOCATION OF TEMPORARY ENTRANCES SHALL BE AS SHOWN ON THE PLANS. IF NOT

SHOWN ON THE PLANS, THE CONTRACTOR SHALL COORDINATE THE LOCATIONS WITH THE

ENGINEER.

TEMPORARY CONSTRUCTION ENTRANCE

TO BE 6" (MIN. DEPTH) OF 1" TO 2"

CRUSHED ROCK, CRUSHED CONCRETE

OR WOOD MATERIAL (5" OR LESS

PARTICLE SIZE) ON TOP OF

ENGINEERING FABRIC

RADIUS AS

REQUIRED

TEMPORARY ROCK

CONSTRUCTION ENTRANCE

EXISTING PAVED

ROAD

TEMPORARY ACCESS OVER

CURB & GUTTER

TEMPORARY ACCESS OVER EXISTING CURB &

GUTTER SHOULD BE LOCATED AT HIGH

POINTS IN THE STREET (IF POSSIBLE) TO

MAINTAIN STREET DRAINAGE

CONSTRUCT TEMPORARY RAMP

USING CRUSHED CONCRETE OR

RECYCLED ASPHALT (CLAY SHALL

NOT BE ALLOWED)

PVC PIPE

IF NEEDED

ENGINEERING

FABRIC

6" MIN.

2" TO 12" DIA. 14" TO 36" DIA.

RESTRAINER

SERRATIONSPIPE PIPE SERRATIONS

RESTRAINER

PVC PIPE

GATE VALVE

TEE

PVC PIPE

TYPICAL INSTALLATIONS

10"

12"

16"

19'

25'

31'

36'

47'

11'

13'

15'

20'

10'

13'

23'

33'

52'

35'

45'

55'

65'

84'

10"

12"

16"

SIZE

15'/8'

19'/11'

23'/13'

27'/15'

35'/20'

7'/4'

9'/5'

11'/6'

13'/8'

17'/10'

RESTRAINED LENGTHS OF PVC PIPE

2 RESTRAINT DEVICE FOR PVC PIPE BELL JOINTS DETAIL

C6.0 NOT-TO-SCALE

22 1/2° VERT.

OFFSET* (L)

• RESTRAINING DEVICES SHALL MEET OR

EXCEED THE REQUIREMENTS OF ASTM F 1694

• APPROVED TYPES ARE UNIFLANGE

PVC PIPE RESTRAINTS & EEBA

IRON SERIES 2000 PV

• ALL METAL FITTINGS AND RESTRAINING

DEVICES TO BE WRAPPED IN POLYETHLENE

PLASTIC (8 MIL MIN.)

* RECOMMENDED RESTRAINED LENGTHS FOR TEES ARE FOR THE

BRANCH OUTLET AND ASSUME A MINIMUM 10 FT. SECTION OF

PIPE ATTACHED TO EACH SIDE OF THE RUN. RESTRAINT DEVICES

ARE ALSO REQUIRED ON BOTH RUN JOINTS OF THE TEE ITSELF.

* FIRST NUMBER IS THE RECOMMENDED RESTRAINED LENGTH ON

EACH SIDE OF THE DOWN BEND, THE SECOND NUMBER IS THE

LENGTH FOR EACH SIDE OF THE UP BEND.

NOTE:

ADDITIONAL LENGTH OF PIPE TO

BE RESTRAINED ON EACH SIDE

OF ANY RESTRAINED FITTINGS

(SEE TABLE)

RESTRAINING

ROD

RESTRAINING

ROD

HYDRANT

RISER

45° VERT. OFFSET*

(L)

VALVE/

DEAD-

END(L)

SIZE ON

SIZE

TEE(L)*

11.25°

BEND

(L)

22.5°

BEND

(L)

45°

BEND

(L)

90°

BEND

(L)

NOM.

PIPE

SIZE

HYDRANT

LEAD PIPE

FIRE

HYDRANT

1/2"

PLYWOOD

BEARING

SUFACE

CONCRETE

BLOCK DRAINAGE

ROCK

RESTRAINED JOINT

W/STAINLESS STEEL BOLTS

6" GATE

VALVE

6" TEE

C O V E R

M I N

FIRE HYDRANT

3 RESTRAINED MECHANICAL JOINT DETAIL

C6.0 NOT-TO-SCALE

NOTE:

OPERATING & CAP NUTS: CITY

OF FARGO STANDARDS BOLTS

BELOW GROUND TO BE

STAINLESS STEEL

2 1/2" HOSE CONNECTION

(NATIONAL STANDARD THREADS)

4 1/2" PUMPER NOZZLE

(NATIONAL STANDARD THREADS)

16" TRAFFIC FLANGE

BREAK-OFF SECTION

GROUND

LINE

6" GATE

VALVE HYDRANT

LEAD PIPE 6" TEE

RESTRAINED JOINT

W/STAINLESS

STEEL BOLTS

HYDRANT

LEAD PIPE

CONCRETE

BLOCK

DRAINAGE

ROCK

LOWER STANDPIPE OF

HYDRANTS SHALL BE WRAPPED

WITH POLYETHLENE

POLYETHYLENE

FILM

LOWER

STANDPIPE

UTILITY LINE

4' WIDE POLYSTYRENE

INSULATION (SEE PLANS

FOR THICKNESS)

UTILITY LINE

13 POLYSTYRENE INSULATION DETAIL

C6.0 NOT-TO-SCALE

V A R I E S

27"

27" DIA. PRECAST CONCRETE BARREL

(REINFORCE SAME AS 27" RCP ASTM

DESIGNATION C76-68)

4" FILLET

AROUND

INTERIOR

3'-3" DIAMETER CONCRETE BASE

(REINFORCE AS PER ASTM C478)

3-2" ADJUSTING

RINGS

INLET CASTING & GRATE

NOTE:

IF MANHOLE CASTING FRAME AND COVER

IS REQUIRED: NEENAH FOUNDRY CO.

R-1733 OR EAST JORDAN 1205-AGSSA

OR APPROVED EQUAL

NOTE:

ALL JOINTS AND LIFTING HOLES TO BE

MORTARED

NOTE:

INLET CASTING & GRATE SHALL BE

NEENAH R-3405 OR APPROVED EQUAL

OPENING CAST IN BARREL

FOR INLET LEAD

NOTE:

PVC CONNECTIONS TO STORM MANHOLES

AND INLETS SHALL BE MADE WITH GPK

SANDED MANHOLE ADAPTER OR APPROVED

EQUAL.

NOTE:

HDPE CONNECTIONS TO STORM MANHOLES

AND INLETS SHALL BE MADE WITH

PRESS SEAL GASKET CORP. WATERSTOP

OR APPROVED EQUAL.

7 STORM INLET (27") DETAIL

C6.0 NOT-TO-SCALE

NOTES

60°60°60°60°

RCP

32"(ADJ.±1 1/2" MIN.)

2"MAX.

TOP VIEW

RCP

32"(ADJ.±1 1/2" MIN.)

2"MAX.

32"(ADJ.±1 1/2" MIN.)

2"MAX.

32"± AS REQ'D FOR

SEE DETAIL "A"

ACCEPTABLE JOINT

PIPE TIES

RCP

4 1/4"

3 1/2"

THREAD DIA. E.S. PIPE DIA

5/8" 3/4" 1"

3/4" 1" 1 1/4"

REQUIRED SIZE OF TIE BOLTS

5/8"

SEE

NOTE

TWO

3/4" 1"

9 CONCRETE PIPE TIES DETAILS

C6.0 NOT-TO-SCALE

PIPE SIZE LISTED IS INSIDE DIAMETER OF ROUND PIPE OR

EQUIVALENT DIAMETER OF PIPE ARCH.

NUTS AND WASHERS ARE NOT REQUIRED ON INSIDE OF 21"

DIAMETER PIPE OR LESS.

TIES TO BE USED ONLY TO HOLD PIPE SECTIONS TOGETHER,

NOT FOR PULLING SECTIONS TIGHT.

TIE BOLTS SHALL BE PAINTED AFTER FABRICATION WITH

ONE COAT OF ZINC CHROMATE IRON OXIDE PAINT. THREADED

PORTIION OF RODS DO NOT HAVE TO BE PAINTED.

HOLES IN PIPE TO ACCOMMODATE THE TIE BOLTS CAN BE

PRECAST OR DRILLED. TAPERED HOLES WILL BE PERMITTED

WHEN PRECAST. WHEN EXISTING PIPE ARE EXTENDED OR

SALVAGED AND RELAYED, THE CONTRACTOR WILL BE

REQUIRED TO DRILL THE NECESSARY HOLES.

THE CONTRACTOR HAS THE OPTION OF SELECTING THE TYPE

OF TIE BOLT TO BE USED. THE TYPE SELECTED SHALL BE

APPPROVED BY THE ENGINEER.

THE COST OF PRECASTING OR DRILLING THE REQUIRED HOLES

AND FURNISHING AND INSTALLING THE TIE BOLTS SHALL BE

INCLUDED IN THE PRICE BID FOR REINFORCED CONCRETE

PIPE CULVERTS.

TIE BOLTS ARE NOT REQUIRED ON STORM SEWER PIPE UNLESS

SPECIFICALLY NOTED IN THE PLANS.

IE BOLTS ARE REQUIRED ON END SECTIONS (4 SECTIONS)

FOR ALL R.C.P. CULVERTS. ON CULVERTS WITHOUT FLARED

END SECTIONS, THE THREE END SECTIONS OF THE CULVERT

SHALL BE TIED TOGETHER IN THE SAME MANNER FOR EACH

END.

THREAD

DIA.

PIPE

SIZE

(INCHES)

THREAD

DIA.

PIPE

SIZE

(INCHES)

THREAD

DIA.

PIPE

SIZE

(INCHES)

WELD COUPLER

TO BOLT

WELDED EYE OR

APPROVED EQUAL

RCP

PIPE TIES

OPTIONAL

CANOPY TIE

EXTRA STRONG PIPE

(SEE TABLE)

ADJUSTABLE TIE

EYE BOLT TIE

WELDED PIPE TIE

U BOLT TIE

TIE LOCATIONS

DETAIL "A"

ROUND PIPE

12"

15"

18"-24"

27"-36"

42"-54"

60"-72"

78"-90" 8"

2 1/2"

PIPE

SIZE

ARCH PIPE

SIZE

PIPE

7"73"-88"

51"-55"

36"-44"

22"-29"

VALUES FOR "H"

BAR SIZES

STANDARD DESIGN HEAVY DESIGN

PIPE

R O U N D

REQ'D

HOLE DIA. BOLT

DIA. SIZE

BAR

12"-24"

27"-48"

54"-90"

22"-29"

36"-59"

65"-88" 1 1/8"

7/8"

3/4"

1 1/8"

7/8"

3/4" 5/8"

3/4"

5/8"

3/4"

1" 1"

3/4"

5/8"

3/4"

5/8"

SIZE

A R C H

SIZE

3/4"

1 1/4"

3/4"

1 1/4"1"

3/4"

5/8"

3/4"

5/8"3/4"

7/8"

1 1/8"

3/4"

7/8"

1 1/8"59"-88"

29"-51"

22"

48"-90"

21"-42"

12"-18"

BAR

SIZEDIA.

BOLTHOLE DIA.

REQ'D

R O U N D

PIPE

BOLT LG. = PIPEWALL THICKNESS + 2 1/2"

6" MIN.

"H" (SEE TABLE)

10 TRASH GUARD FOR FLARED END SECTION DETAIL

C6.0 NOT-TO-SCALE

ALL TRASH GUARDS TO HAVE (1) CROSS BAR

60" DIA. & UP TO HAVE (2) BARS EQUALLY

SPACED

HOT DIP GALVANIZED PER MN/DOT 3392

OR ASTM-A153

HINGED

CONNECTIONS

HINGED

CONNECTIONS

GUTTER

STREET

15' TYP

T Y P

2' DEEP

1' - 2' DEEP

1' DEEP

3' - 4' DEEP

BACK OF CURB

9" FIBER ROLL

BACK OF CURB

18 CONCRETE WASHOUT DETAIL

C6.0 NOT-TO-SCALE

BARRIER

FENCEEXISTING

GROUND

MAY BE UP

TO 4' DEEP

CLEAN OUT @

80% OF CAPACITY

BARRIER FENCE

(NEED NOT BE

SILT FENCE)

9" FIBER ROLLS MAX

4.0' SPACING FOR

STAKES

SECTION A-A

PLAN VIEW

19 PVC INLET DETAIL

C6.0 NOT-TO-SCALE

12"-90° BEND

12" STORM SEWER

ADS 2712AG ADAPTOR

ADS 1299CGS INLET

CASTING & GRATE

NEW 12" STORM SEWER

FINISHED GROUND

EXTERIOR WALL OF BUILDING

ROOF DOWNSPOUT

2.8

2.9

3.9

4.28.4

7.8

5.8

5.5

20 RIP RAP DETAIL

C6.0 NOT-TO-SCALE

PIPE

DIA

(IN)

(FT)

24" DEPTH

RIP RAP

(CY)

12" DEPTH

AGG. CUSH.

(CY)

11.0

11.6

14.5

16.4

18.3

21.7

25.8

5.5

5.8

7.3

7.8

9.2

10.9

12.9

PIPE

DIA.

A A

RIP RAP

AGGREGATE CUSHIONNON-WOVEN

GEOTEXTILE FABRIC

AGGREGATE CUSHION

GEOTEXTILE

FABRIC

RIP RAP

Date

Drawing Title

1 2 3 4 5 6 7 8 9 10 11 12 13 14

J J

K K

March 19, 2021 1431-14

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

ARCHITECT

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

Heyer Engineering

1020 36th Street S Suite A

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

Consolidated RPA

Operations Facility

E N G I N E E R I N G

3-19-21

C6.0

DETAILS

24"Min.

2' O.C. EACH WAY

#3 REBAR

2" SAND BASE2' O.C.

1'-#3 REBAR

*6" ADA RAMP

SIDEWALK

PAVEMENT

* USE STANDARD CONCRETE MIX (NO COLORING ADDED)

2 ADA RAMP DETAIL

C6.1 NOT-TO-SCALE

CURB & GUTTER

ADA DETECTABLE

WARNING PANEL

1'-#3 REBAR

2' O.C.

ANCHOR UNIT (48")

13 SINGLE BREAKAWAY DETAIL

C6.1 NOT-TO-SCALE

NOTES:

1. ALL POSTS AND ANCHORS SHALL BE 12

GAUGE WITH HOLES ON ALL FOUR SIDES.

2. LEAVE 1 TO 2 HOLES EXPOSED ABOVE

FINISH GROUND LINE FOR CONNECTION

OF POST TO ANCHOR.

1 1/2"x1 1/2"

SIGN POST

FINISHED GROUND

LINE

1 3/4"x1 3/4"

ANCHOR

3/8" DIA. BOLT WITH

WASHER & LOCKWASHER

VARIABLE

2" SAND BASE

12" SCARIFY &

RECOMPACT SUBGRADE

TO 95% STANDARD

PROCTOR DENSITY

#3 BARS @ 24" O.C. E.W.

3 4" REINFORCED CONCRETE SIDEWALK DETAIL

C6.1 NOT-TO-SCALE

FINISH GROUND LINE

11 ACCESSIBLITY SIGN DETAIL

C6.1 NOT-TO-SCALE

R7-8(MODIFIED) 12"x18"

R7-8AP PLAQUE 12"X6" (INCLUDE

'VAN ACCESSIBLE' PLAQUE WHEN

ADJACENT TO 8 FT OR WIDER

STRIPED ACCESS AISLE.)

R7-8NDP PLAQUE 12"X12"

NOTES:

1. SHEETING SHALL BE ENGINEER GRADE.

2. SIGN PLATE SHALL BE 80 GAUGE ALUMINUM.

3. SIGNS SHALL BE IN ACCORDANCE WITH THE

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

SIGN ASSEMBLY DETAIL

12 ACCESSIBILITY SYMBOL DETAIL

C6.1 NOT-TO-SCALE

T Y P

10" 4"

5" R

12"

20"

9.0°

24"

1'-6 3/4"

BLUE HIGHWAY PAINT

BACKGROUND - 2

COATS (TYPICAL)

INTERNATIONAL SYMBOL OF

ACCESSIBILITY APPLIED TO THE

CENTER OF EACH REQUIRED

ACCESSIBLE SPACE WITH BLUE PAINT

BACKGROUND AND WHITE PAINT FOR

SYMBOL AND PERIMETER EDGE

5" WIDE WHITE STRIPING -

2 COATS (TYPICAL)

(TYPICAL)

L L

4" 24"

14 ACCESSIBLE STRIPING DETAIL

C6.1 NOT-TO-SCALE

NOTES:

1. L = DIMENSIONS AS SHOWN ON PLANS.

CENTER OF STRIPE TO CENTER OF

STRIPE.

2. STRIPING ADJACENT TO ACCESSIBLE

PARKING SHALL BE BLUE.

3. DIMENSION ACCESSIBLE SYMBOLS AS PER

INTERNATIONAL SYMBOL OF

ACCESSIBILITY DETAIL.

4" SOLID LINE,

BLUE-PAINT (TYPICAL)

4 6" NON-REINFORCED CONCRETE PAVEMENT DETAIL

C6.1 NOT-TO-SCALE

12" SCARIFY &

RECOMPACT SUBGRADE

TO 95% STANDARD

PROCTOR DENSITY

6" ND CLASS 5

AGGREGATE BASE

FINISH GRADE

TERMINAL OR CORNER POSTS

4" O.D. SCH.40 STEEL PIPE

(OR AS SPECIFIED)

1-5/8" O.D. TOP RAIL (TYP.)

2" MESH, CHAIN LINK FABRIC,

9 GA. (FOR GALVANIZED FENCES)

FABRIC @ 1-1/2" (MAX.)

FROM FINISHED GRADE

3" O.D. LINE POSTS

(OR AS SPECIFIED)

6 GA. ALUM. WIRE TIES

@ 12" O.C. (TYP.)

SLOPE TO DRAIN (TYP.)

CONCRETE FOOTING

COMPACTED SUBGRADE

1-5/8" O.D. BOTTOM RAIL (TYP.)

6 GA. ALUM. TIES ALONG TOP &

BOTTOM RAILS @ 12" O.C. (TYP.)

TENSION BAR

BANDS/CLIPS @ 12" O.C.

(TYP.)

TENSION BAR (TYP.)

15"

MAX. 10'-0"

7' HIGH CHAIN LINK FENCE W/ 6 STRAND BARBED WIRE

NOT-TO-SCALE

C6.1

NOTE:

1.LINE POSTS SHALL BE DRIVEN TO A DEPTH OF 84".

OUTRIGGER WITH 3 STRANDS

BARBED WIRE EACH SIDE

15"

SONOTUBE

CONCRETE FOOTING

OUTRIGGER WITH 3 STRANDS

BARBED WIRE EACH SIDE

TERMINAL OR CORNER POSTS

4" O.D. SCH.40 STEEL PIPE

(OR AS SPECIFIED)

SLOPE TO DRAIN (TYP.)

ACCESS GATE DETAIL

NOT-TO-SCALE

C6.1

BALL CAP WITH SET SCREW OR

SPOT WELDED

GATE POST

12"

LOCKING

GATE HASP

GRADE

4'-0"

CONCRETE FOOTING

SONOTUBE

TERMINAL OR CORNER POSTS

4" O.D. SCH.40 STEEL PIPE

2" MESH, CHAIN LINK FABRIC,

9 GA. (FOR GALVANIZED FENCES)

OUTRIGGER WITH 3 STRANDS

BARBED WIRE EACH SIDE

30"

12" 3/16"

1/2" SLOPE

1 1/2"2 1/2"

3 1/4"

TYPE I MOUNTABLE CURB & GUTTER

1 (TYPE I OR TYPE II) MOUNTABLE CONCRETE CURB AND GUTTER DETAIL

C6.1 NOT-TO-SCALE

NOTE:

1. 1/2" x 18" DEFORMED BARS AT

30" O.C. & KEYWAY REQUIRED

WHEN SEPARATE CURB IS

INSTALLED WITH CONCRETE PAVING

2. 1" EXPANSION JOINTS TO MATCH

EXPANSION JOINTS ON CONCRETE

PAVEMENT.

6" ND CLASS 5

AGGREGATE BASE

3 NOTE:

1. DIMENSION "A" SHALL MATCH THE

THICKNESS OF THE ADJOINING

PAVEMENT WITH EITHER INTEGRAL

OR SEPARATE CURB

12"

12" SCARIFY &

RECOMPACT SUBGRADE

TO 95% STANDARD

PROCTOR DENSITY

30"

12" 3/16"

1/2" SLOPE

1 1/2"2 1/2"

3 1/4"

TYPE II MOUNTABLE CURB & GUTTER

6" ND CLASS 5

AGGREGATE BASE

12"

12" SCARIFY &

RECOMPACT SUBGRADE

TO 95% STANDARD

PROCTOR DENSITY

NOTE:

1. PLACE DUMMY JOINT TO MATCH

PANEL SPACING FOR CONCRETE

PAVEMENT.

2'-0"

12" SCARIFY &

RECOMPACT TO

95% STANDARD

PROCTOR

DENSITY

1/2"

2" SAND BASE

8 2' WIDE CONCRETE MOW STRIP DETAIL

C6.1 NOT-TO-SCALE

PVC SLEEVE

CONTRACTION JOINT

PLAN VIEW

SECTION VIEW

SEAL VOID BETWEEEN

PIPE AND PVC SLEEVE

PVC SLEEVE

12" SCARIFY &

RECOMPACT SUBGRADE

TO 95% STANDARD

PROCTOR DENSITY

12" ND CLASS 5

AGGREGATE BASE

7 18" NON-REINFORCED CONCRETE PAVEMENT DETAIL

C6.1 NOT-TO-SCALE

DRILL AND INSERT 12"x30" #4

SMOOTH DOWELS @ 18" O.C. TO

CONNECT ADJACENT SLABS.

USE 12"X30" #4 DEFORMED BARS

@ 18" O.C. TO CONNECT FULL

DEPTH PATCHING IN SAME SLAB

NEW CONCRETE

PAVEMENT

9 FULL-DEPTH CONCRETE REPAIR DETAIL

C6.1 NOT-TO-SCALE

FULL-DEPTH SAW CUT

EXISTING PANEL AT JOINTS

PRIOR TO REMOVAL

NEW JOINT

SEALANT

ORIGINAL

SPALL EDGE

SAW CUT 2" MINIMUM OR 12"

INTO VISUALLY SOUND

CONCRETE, WHICHEVER IS

DEEPER.

NEW PORTLAND

CEMENT CONCRETE

BOND BREAKING MEDIUM TO

MAINTAIN EXISTING JOINT.

SPALL REPAIR SHALL NOT

BRIDGE A JOINT.

10 PARTIAL-DEPTH CONCRETE REPAIR DETAIL

C6.1 NOT-TO-SCALE

2" MIN.

F I E L D

V E R I F Y

NOTE:

MINIMUM LENGTH AND WIDTH

OF A RECTANGULAR SAWCUT

BOUNDARY AROUND A SPALLED

JOITN IS 6".

REESTABLISH

EXISTING JOINTS

ALONG ALL PATCHES

REESTABLISH

EXISTING JOINTS

ALONG ALL PATCHES

NOTE:

USE 12"X30" #4 DEFORMED

BARS @ 18" O.C. TO CONNECT

FULL DEPTH PATCHING WITHIN

SAME SLAB

NOTE:

ENSURE REMOVAL OF DEFICIENT

CONCRETE BY SOUNDING THE BOTTOM OF

THE CAVITY WITH CHAINS OR A HAMMER

TO DETERMINE IF DELAMINATED

CONCRETE HAS BEEN REMOVED.

GEOTEXTILE FABRIC

O R

20 TYPE 'H' CONSTRUCTION JOINT DETAIL

C6.1 NOT-TO-SCALE

1/2" ROD BACK-UP MATERIAL

SAWED JOINT FACE

RECESS SEALANT 1/4"-3/8"

BELOW PAVEMENT

INITIAL SAWCUT (REFER TO

DIMENSION TABLE) 6"-10"

THICK PCC = T/4

1/4"-3/8" MIN.

SEALANT DEPTH

19 TYPE 'H' DETAIL

C6.1 NOT-TO-SCALE

O R

#4 x 30" DEF.

BARS @ 24" O.C.

16 TYPE 'C' TIED CONSTRUCTION JOINT DETAIL

C6.1 NOT-TO-SCALE

O R

NON-EXTRUDING PREMOLDED

COMPRESSIBLE MATERIAL

18 TYPE 'I' ISOLATION JOINT DETAIL

C6.1 NOT-TO-SCALE

BOND BREAKER MATERIAL

RECESS SEALANT

1/4"-3/8"

BELOW PAVEMENT

NON-EXTRUDING PREMOLDED

COMPRESSIBLE MATERIAL

17 TYPE 'I' DETAIL

C6.1 NOT-TO-SCALE

#4 x 30" DEF.

BARS @ 24" O.C.

SAWED JOINT FACE

RECESS SEALANT

1/4"-3/8"

BELOW PAVEMENT

1/4"-3/8" MIN.

SEALANT DEPTH

1/2" ROD BACK-UP

MATERIAL

15 TYPE 'C' DETAIL

C6.1 NOT-TO-SCALE

#4 BARS @ 24" O.C. E.W.

12" SCARIFY &

RECOMPACT SUBGRADE

TO 95% STANDARD

PROCTOR DENSITY

6" ND CLASS 5

AGGREGATE BASE

5 6" REINFORCED CONCRETE PAVEMENT DETAIL

C6.1 NOT-TO-SCALE

GEOTEXTILE FABRIC

#4 BARS @ 24" O.C. E.W.

12" SCARIFY &

RECOMPACT SUBGRADE

TO 95% STANDARD

PROCTOR DENSITY

6" ND CLASS 5

AGGREGATE BASE

6 8" REINFORCED CONCRETE PAVEMENT DETAIL

C6.1 NOT-TO-SCALE

GEOTEXTILE FABRIC

FINISH GRADE

TERMINAL OR CORNER POSTS

4" O.D. SCH.40 STEEL PIPE

(OR AS SPECIFIED)

BALL CAP WITH SET SCREW OR

SPOT WELDED

1-5/8" O.D. TOP RAIL (TYP.)

1-5/8" O.D. INTERMEDIATE RAIL (TYP.)

KNUCKLED SELVAGE @

TOP & BOTTOM (TYP.)

2" MESH, CHAIN LINK FABRIC FOR

SIDES AND TOP OF CAGE,

9 GA. (FOR GALVANIZED FENCES)

FABRIC @ 1-1/2" (MAX.)

FROM FINISHED GRADE

3" O.D. LINE POSTS (OR AS SPECIFIED)

6 GA. ALUM. WIRE TIES @ 12" O.C. (TYP.)

SLOPE TO DRAIN (TYP.)

CONCRETE FOOTING

COMPACTED SUBGRADE

1-5/8" O.D. BOTTOM RAIL (TYP.)

6 GA. ALUM. TIES ALONG TOP, INTERMEDIATE,

& BOTTOM RAILS @ 12" O.C. (TYP.)

TENSION BAR BANDS/CLIPS @ 12" O.C. (TYP.)

TENSION BAR (TYP.)

12"

84"

MAX. 10'-0"

9' HIGH CHAIN LINK FENCE DETAIL

NOT-TO-SCALE

C6.1

SONOTUBE

NOTE:

1. LINE POSTS SHALL BE DRIVEN TO A DEPTH OF 84".

2.CHAINLINK COVER OF CHILLER ENCLOSURE SHALL CONSIST OF

1-5/8" O.D. RAILS PLACED PERPENDICULAR TO TOP RAILS

AT SAME SPACING AS LINE POSTS WITH 2" MESH, 9 GA

CHAINLINK FABRIC

LOCKING

GATE HASP

GATE

TENSION

BAR BANDS

@ 18"O.C.

TENSION

BARS

4" O.D.

GATE POSTS

BOTTOM HINGE

(180° SWING)

CONC. FOOTING

COMPACTED

SUBGRADE

1-5/8" O.D. TOP,

MIDDLE & BOTTOM

RAILS

4'-0"

12" 12"

84" 84"

23 9' HIGH CHAIN LINK FENCE WITH 4' WIDE GATE DETAIL

C6.1 NOT-TO-SCALE

TOP HINGE

(180° SWING)

1-5/8" O.D.

GATE FRAME

SONOTUBESONOTUBE

4" O.D.

GATE POSTS

GATE POST

GATE CORNER

3/8" ADJ

TRUSS RODS

GATE FRAME

GATE POST

CENTER STOP

12" X 12" X 12"

12"

DOUBLE SWING GATE DETAIL

NOT-TO-SCALE

C6.1

SONOTUBE SONOTUBE

TERMINAL OR CORNER POSTS

4" O.D. SCH.40 STEEL…

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File details come from the government source that posted it. Updated Mar 30, 2021.