410133_OMD_MPMG_IFC_Drawings_v02.pdf

PDF 35 MB Posted Apr 7, 2026

Attached to: Automated Multipurpose Machine Gun Range MPMG PROJECT
Solicitation number: S-24800-00016543
Issued by: Oregon

About this file

Written by GovTribe AI · Apr 9, 2026

This is a comprehensive set of construction drawings and specifications for the Automated Multipurpose Machine Gun (MPMG) Range Project for the Oregon Military Department at Northwest Forestal Boardman in Boardman, Oregon. The project encompasses the design of a full training range facility including support buildings, firing positions, target systems, and associated infrastructure across approximately 82 acres. The scope includes an ammunition breakdown building, classroom building, operations and storage building, covered mess shelter, latrine building, bleacher enclosure, and control tower, along with multiple firing lanes, range markings, maintenance trails, power distribution centers, and erosion control measures. The project is issued for construction with drawings dated November 22, 2024, and includes detailed architectural plans, structural specifications, civil site plans, mechanical systems, electrical systems, and telecommunications infrastructure.

The construction drawings include comprehensive details for foundations, building sections, interior and exterior elevations, material specifications, door and window schedules, mechanical and electrical plans, and site grading and drainage systems. Design requirements incorporate geotechnical recommendations, seismic design criteria per ASCE 7, wind loads of 100 miles per hour, snow loads appropriate to Oregon's climate, and compliance with the 2022 Oregon Specialty Structural Code. The project specifies pre-finished metal buildings, concrete masonry unit construction with insulation, precast concrete structural elements, and safety systems including pipe rail gates and range markers. Contract documents reference separate specifications for construction materials and methods, with coordination required among multiple design disciplines. The facility is designed to accommodate future operational requirements with provision for expansion and includes comprehensive stormwater management, sediment control, and site restoration provisions consistent with environmental regulations for the Six Mile Canyon watershed.

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410133_OMD_MPMG_IFC_Drawings_v01.pdf	PDF	Apr 7, 2026
ITB 410133C002 Final DOJ approved for Posting.pdf	PDF	Apr 7, 2026
MPMG GeoTech Report Final 04.23.24~1.pdf	PDF	Apr 7, 2026
410133C001_ORARNG MPMG_Specifications_IFC_2024-11-22.pdf	PDF	Apr 7, 2026
Section 01030 Seeding~1.pdf	PDF	Apr 7, 2026
2014-EC-ODOT-EC~1.pdf	PDF	Apr 7, 2026
410133_OMD_MPMG_IFC_Drawings_v03.pdf	PDF	Apr 7, 2026

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TOE OF BERM

O N

O F

3:1

(TYP.)

3:1

(TYP.)

HORIZONTAL AND VERTICAL

CONTROL POINT (CP-1)

HORIZONTAL AND VERTICAL

CONTROL POINT (CP-2)

TOE OF BERM

M T

S 6'

-0 " M

BERM EXTENSION

2'-0" MIN.

'-0

10'-0"

14'-0"

GENERAL NOTES:

1. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 28MPa

(4000psi) IN 28 DAYS.

2. EMPLACEMENTS SHALL BE CONSTRUCTED OF REINFORCED CONCRETE;

CONCRETE STRUCTURES SHALL BE PRECAST OR CAST-IN-PLACE. PRECAST

STRUCTURE WILL HAVE LIFTING EYES CUT FLUSH.

3. ALL REINFORCING STEEL SHALL BE PER ASTM A615, GRADE 60.

4. AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REVEGETATED OR

RESURFACED CONSISTENT WITH THE NATURAL SURROUNDINGS. GROUND

COVER SHALL NOT REDUCE TARGET VISIBILITY.

5. PLACE TREATED TIMBERS AGAINST CONCRETE WALL ON L4" x 4" x 1/2" x 4" STEEL

ANGLES SPACED A MAXIMUM OF 3' ON CENTER. ATTACH ANGLE TO CONCRETE

WITH CONCRETE ANCHORS.

6. HORIZONTAL CONTROL POINT (CP-1) IS LOCATED ON THE LEFT SIDE OF TARGET

AS VIEWED FROM THE FIRING POSITION.

7. PROVIDE 1/2" CHAMFER ON ALL EXPOSED CONCRETE SURFACES.

8. LABEL EACH EMPLACEMENT. COORDINATE WITH RANGE CONTROL FOR

NUMBERING SCHEME.

SECTION

SCALE: 1" = 2'

GRANULAR DRAINAGE MATERIAL

PRECAST WALL BLOCKS

STACKED BOND

FILTER FABRIC

GRANULAR DRAINAGE MATERIAL

2% SLOPE

10' x 10' x 6" CONCRETE PAD

WITH #4 REBAR @ 12" O.C.E.W.

CENTERED IN SLAB

GRANULAR DRAINAGE MATERIAL

ENTIRE FOOTPRINT OF EMPLACEMENT

COMPACTED SUBGRADE

1'-0"

6" 2% SLOPE

COMPACTED FILL

FILTER FABRIC

CONCRETE BLOCKS - STACKED

BOND

PRECAST WALL BLOCKS

STACKED BOND

10'-6"

CONTROL POINT

HORIZONTAL AND VERTICAL

2'-6"

2% SLOPE

BERM

THICKNESS

6'-0" MIN.

ANGLE OF FIRE

OF FIRE

DIRECTION

3'-6" FOR TANK GUNNERY

4' 8'0 2'

SCALE:1"=2'

GRAPHIC SCALE:

CS505

SURFACE / FILL EMPLACEMENT

PLAN

STATIONARY ARMOR TARGET EMPLACEMENT

SCALE: 1" = 2'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

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CS505

JUNE 30, 2026

GENERAL NOTES:

1. ALL CAPS, PIPES, PLATES, CHAINS, LATCHES, COLLARS TO BE WELDED

CONNECTIONS W/ E70XX 5/16" ROOT WELDS MINIMUM.

2. ALL EXPOSED SURFACES OF THE GATE AND POSTS SHALL BE PRIMED

AND PAINTED SAFETY YELLOW.

ELEVATION

PLAN

ELEVATION

26'-0"

1'-0" 4'-0" 7'-0" 7'-0" 4'-0" 1'-0"

26'-0"

COORDINATE

POINT 2 (CP-2)

COORDINATE

POINT

2'-0"

6" SCH. 40 STEEL PIPE

2 1/2" SCH.40

STEEL PIPE RAIL

(TYP.) WELDED SOLID

CAP ON 6"

SCH.40 PIPE

SWIVEL COLLAR

SUPPORT

COLLAR

WELD BOTTOM

EDGE ONLY

6" SCH.40

PIPE (TYP.)

SWIVEL RING

5/16" THICK

SWIVEL

COLLAR

WELD

6"Ø SCH.40

STEEL PIPE

3 LINKS OF 5/16" STEEL CHAIN -

WELD END LINK TO 6" SCHEDULE

40 PIPE - REF DETAIL 3 FOR

ADDITIONAL INFORMATION

4' -0

1'-6"

GRANULAR DRAINAGE

MATERIALS (TYP.)

4' -0

" 6"Ø SCH.40

STEEL PIPE

CONCRETE

FILLED AND

CAPPED

(TYP.)

'-0

COORDINATE

POINT 1 (CP-1)

PIECE OF CHAIN

WELDED TO POST

CONCRETE FOOTING

3000 PSI (TYP.)

COORDINATE POINT

CONCRETE

FILLED AND

CAPPED

(TYP.)

RETENTION COLLAR

TACK WELD TOP EDGE ONLY

TO 6" PIPE (TO PREVENT

UNAUTHORIZED GATE REMOVAL)

PIPE RAIL GATE

GATE POST-RETENTION AND SUPPORT COLLARS

CHAIN LATCH DETAIL

LATCH POST DETAIL LATCH POST DETAIL

6" SCH 40

STEEL PIPE

2 1/2" SCH 40

STEEL PIPE RAILS (TYP.)

3' -0

4' -0

SCALE: NOT TO SCALE

CS506 CS506

CS506

CS506 CS506

CS506

8" 8" 8"

LOCK FURNISHED

BY OWNER

8" CLEAR TO OPPOSING GATE LEAF

16" WELDED GALVANIZED GRADE 30

CHAIN x 1'-0" LONG (McMASTER-CARR

3592T46 (OR EQUAL)

2" SCHEDULE 40 PIPE (TYP.)

PL 3 8" x 27

8" OD

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

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B Y:

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+J . S

CS506

1/ 2"

CONCRETE

FILLED AND CAPPED

6" DIA. STD STEEL PIPE

FILLED WITH CONCRETE.

ENTIRE LENGTH OF POST

ABOVE GROUND SHALL BE

PAINTED SAFETY YELLOW

FINISHED GRADE

CONCRETE FOOTING

(MIN. 3000 PSI)

6" GRADED CRUSHED

AGGREGATE PER ODOT

STANDARD SPECIFICATION

SECTION 02056

1'-6"

3' -6

-8

NOTES:

1. REFER TO ELECTRICAL

DRAWING E-504 FOR FLAG

POLE INFORMATION.

2. ADJUST POLE FOUNDATION

DIMENSIONS PER THE POLE

MANUFACTURER'S

RECOMMENDATIONS.

3. USE MIN. 3000 PSI

CONCRETE FOR BASE.

PLAN

13"

1'-6"

PIPE BOLLARD DETAIL

SCALE: NOT TO SCALE

1 FLAG POLE FOUNDATION

SCALE: NOT TO SCALE

5 EA.#4

REBAR

COORDINATE

POINT

5' -6

-0

1 1/2"

CHAMFER COORDINATE EMBEDDED

BOLTS AND CONDUITS W/ ELECTRICAL

CONTRACTOR (ELECTRICAL SERVICE

TO WARNING LIGHT)

#4 SPIRAL REBAR W/4"

PITCH

CS507 CS507

SCALE: 1/2" = 1'

2' 4' 6'0

GRAPHIC SCALES:

CONCRETE

COUNTERBALANCE

BRASS PIN w/S.S.

CLIP

3" x 3" x 1/4" PLATE

BRASS OR NYLON

PULLEY

1/4"

PULLEY

3/32" STAINLESS

STEEL WIRE ROPE

6 x 19

FORM(2) TWO EYES

w/ WIRE ROPE CLIP

(GALVANIZED)

G H

T O

N.T.S.

ROD (10'-0" LONG)

GALVANIZED GROUND

COUNTERBALANCE

CONCRETE

(1) 4" x 2'-0" x 6"

(2) 2" x 2" x 1/4"

ANGLE WELD TO

EA. PIPE

CONCRETE BASE

WITH ROUNDED TOP

PULLEY

HOOK

STEEL FLAG

3" CAP

PULLEY

HALYARD

0.5"

2'-6"

4' -0

'-6

'-0

2' -0

-0

FLAGPOLE ELEVATIONS AND DETAILS4

CS507 SCALE: 1/2" = 1'

3" Ø GALVANIZED

PIPE, SCH. 40

3" Ø GALVANIZED PIPE

10'-0" LONG, SCH. 40

3/4" Ø BOLT

LIGHT (SEE ELECTRICAL

PLATES FOR DETAILS)

(2) 5/8" Ø

BOLTS & NUTS

W/ WASHERS

N.T.S.

NOTES:

DIAGONALS SHALL BE PAINTED LUMINOUS INTERNATIONAL ORANGE.

ALL HARDWARE SHALL BE GALVANIZED.

ALL WOOD TO BE PRESERVATIVE TREATED.

CARRIAGE BOLTS SHALL BE EQUIPPED WITH WASHER, LOCKWASHER, AND NUT.

LAG BOLTS SHALL BE 1/4" DIAMETER AND EQUIPPED WITH WASHER.

LEFT SIDE MARKER IS SHOWN; RIGHT SIDE MARKER OPPOSITE HAND.

HORIZONTAL CONTROL POINT (CP-1) IS LOCATED ON THE BEACON SIDE OF THE MARKER.

THE STANDARD POST MATERIAL IS TREATED WOOD, HOWEVER, INSTALLATION

APPROVED MATERIAL IS ACCEPTABLE.

RANGE OUTER LIMIT MARKER2

CS507 SCALE: 1/2" = 1'

HORIZONTAL

CONTROL

POINT (CP-2)

HORIZONTAL

CONTROL

POINT (CP-1)

HEIGHT, H

(SEE EXTERIOR LIMIT MARKER

HEIGHTS TABLE)

8' -0

4' -0

6'-0"

11"

4' -0

RED LIGHT (TYP. 3) WITH

SUFFICIENT CABLE TO REACH

RECEPTACLE AND GROUNDED PLUG.

1/2" CARRIAGE BOLTS (TYP.

ALL DIAGONALS)

1/2" CARRIAGE BOLTS

2" x 12"

8'-0"

MIN.

6" x 6"

POST

1/2" CARRIAGE

BOLTS

2" x 12"

EXTERIOR LIMIT

MARKER HEIGHTS

DESCRIPTION HEIGHT, H

4'-0"400M LEFT (LANE 1)

400M RIGHT (LANE 10)

800M LEFT (LANE 1)

800M RIGHT (LANE 10)

1100M LEFT (LANE 4)

1100M RIGHT (LANE 7)

4'-0"

6'-0"

4'-0"

6'-0"

4'-0"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

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CS507

B O

D 〳

G E

R 〳

O U

N D

N 〳

N S

HORIZONTAL AND VERTICAL

CONTROL POINT (CP-1)

6" COMPACTED BASE COURSE - 100% COMPACTION

CONCRETE PAD (SEE NOTES)

HORIZONTAL AND VERTICAL

CONTROL POINT (CP-2)

O N

SCALE: 1" = 4'

DOWNRANGE POWER CENTER

PLAN

O F

2' x 2' x 6' (TYP.) PRECAST

WALL BLOCKS - STACK

USING STAGGERED BOND

(TYP.)

TOE OF SLOPE

(VARIES)

TOE OF SLOPE

(VARIES)

NOTES

3. ALL REINFORCING STEEL SHALL BE PER ASTM A615, GRADE 60.

4. ALL CONCRETE SHALL BE 3,000 PSI IN 28 DAYS.

1. BERMS SHALL BE CONSTRUCTED OF COMMON FILL MATERIALS (SEE

SPECS.) COMPACTED @ 95% (PER ASTM D1557)

5. HORIZONTAL AND VERTICAL CONTROL POINT (CP-1) IS LOCATED ON THE

NORTHERN MOST SIDE OF TARGET.

2. FILTER FABRIC SHALL BE INSTALLED THE FULL HEIGHT OF ALL OF THE

BLOCKS THAT MAKE UP THE EMPLACEMENT.

6. CONTRACTOR SHALL SIZE TRANSFORMER PAD BASED ON TRANSFORMER

TO BE PROVIDED.

7. CONTRACTOR SHALL ENSURE TRANSFORMER IS ADEQUATELY PROTECTED

BY POWER CENTER EMPLACEMENT.

GRAPHIC SCALES

SCALE: 1" = 2'

40 22

SCALE: 1" = 4'

80 44

FILTER FABRIC

2% SLOPE

2' x 2' x 6' (TYP.)

PRECAST WALL

BLOCKS - STACKED

BOND

2' x 2' x 6'

CONCRETE BLOCKS

STACKED BOND

CONCRETE PAD w/ #4 @ 12" O.C.E.W.

CENTERED IN SLAB

(SEE NOTE 6)

3 1

HORIZONTAL AND VERTICAL

GRANULAR DRAINAGE METERIAL

COMPACTED SUBGRADE ENTIRE

FOOTPRINT OF EMPLACEMENT

1'-0"

2'-0"

25'-0"

6' -0

2'-0"

'-0

6' -0

3'-0"

2'-6"

6'-0"

14'-0" 2'-0" R

2% SLOPE

6" 2% SLOPE

BERM

THICKNESS

6'-0" MIN.

SECTION

SCALE: 1" = 2'

CS508

CONTROL POINTS

COMPACTED FILL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

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B Y:

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L C

CS508

SIDE VIEW NOTES:

1. THE STANDARD POST MATERIAL IS TREATED

WOOD. HOWEVER, INSTALLATION APPROVED

MATERIAL IS ACCEPTABLE.

DESIGNER NOTES:

1. POST SIZE AND FOOTINGS SHOWN ARE FOR

REFERENCE ONLY. DESIGNER TO PROVIDE SITE

SPECIFIC POST SIZE AND FOOTING DESIGN.

4'-0"

4' -0

-0

3' -0

-0

2' -0

2'-0"

1' -6

SIDE VIEW

INTERIOR LIMIT MARKERS

SCALE: 1" = 2'

CS509

RANGE LANE MARKERS

SCALE: 1" = 2'

CS509

G E

SINGLE MARKER

3'-10" 3'-10"

DOUBLE MARKERSINGLE MARKER

G E

DOUBLE MARKER

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

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CS509

JUNE 30, 2026

AutoCAD SHX Text 3'-6" x 12" DIA. CONCRETE FOOTING @ 0.03 YD (ROUND TOP FOR DRAINAGE)

AutoCAD SHX Text

GRANULAR DRAINAGE MATERIAL (TYP.)

AutoCAD SHX Text

RANGE INTERIOR LIMIT MARKER BEYOND 300 METERS PER TC 25-8

AutoCAD SHX Text

RANGE INTERIOR LIMIT MARKER UP TO 300 METERS PER TC 25-8

AutoCAD SHX Text

GRANULAR DRAINAGE MATERIAL (TYP.)

AutoCAD SHX Text

GRANULAR DRAINAGE MATERIAL (TYP.)

AutoCAD SHX Text

POST SLEEVE SET IN CONCRETE (TYP.)

AutoCAD SHX Text 3'-6" x 12" DIA. CONCRETE FOOTING @ 0.03 YD (ROUND TOP FOR DRAINAGE)

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

HORIZONTAL CONTROL POINT

AutoCAD SHX Text PANELS TO HAVE 2" x 4" FOR FRAME

AutoCAD SHX Text

TREATED TIMBER POST 4" (MIN.) DIA.

AutoCAD SHX Text

RANGE INTERIOR LIMIT MARKER UP TO 300 METERS PER TC 25-8

AutoCAD SHX Text

HORIZONTAL CONTROL POINT (CP-1)

AutoCAD SHX Text

HORIZONTAL CONTROL POINT (CP-2)

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

POST SLEEVE SET IN CONCRETE (TYP.)

AutoCAD SHX Text 3'-6" x 12" DIA. CONCRETE FOOTING @ 0.03 YD (ROUND TOP FOR DRAINAGE)

AutoCAD SHX Text

GRANULAR DRAINAGE MATERIAL (TYP.)

AutoCAD SHX Text

RANGE INTERIOR LIMIT MARKER BEYOND 300 METERS PER TC 25-8

AutoCAD SHX Text

HORIZONTAL CONTROL POINT (CP-1)

AutoCAD SHX Text

HORIZONTAL CONTROL POINT (CP-2)

AutoCAD SHX Text

MARKER BASE

AutoCAD SHX Text

GRADE

AutoCAD SHX Text 4"x4" TREATED WOOD POST (TYP.)

AutoCAD SHX Text 3/4"x4'-0"x4'-0" TREATED PLYWOOD

AutoCAD SHX Text

HORIZONTAL CONTROL POINT (CP-2)

AutoCAD SHX Text

GRADE

AutoCAD SHX Text 1/2"x2'-0"x2'-0" TREATED PLYWOOD

AutoCAD SHX Text

HORIZONTAL CONTROL POINT (CP-1)

AutoCAD SHX Text 4"x4" TREATED WOOD POST (TYP.)

6' -0

-0

3" 2'

-6

COORDINATE

POINT #2

4"x4" TREATED POST

COORDINATE

POINT #1

1'-6"

GRADED CRUSHED AGGREGATE

PER ODOT STANDARD

SPECIFICATION SECTION 02056

FINISHED

GRADE

CONCRETE FOOTING

(MIN 3000 PSI CONCRETE)

ELEVATION

OMD MPMG

Range ###

RANGE IDENTIFICATION SIGN

SCALE: NOT TO SCALE

RANGE IDENTIFICATION SIGN DETAIL

SCALE: NOT TO SCALE

3'-4"

3'-6"

2' -6

3" 2" 6"

2" 2"

3"2"

INFORMATION

ON BOTH SIDES

6' -0

-0

3" 2'

-6

4"x4" TREATED POST

1'-6"

GRADED CRUSHED AGGREGATE

PER ODOT STANDARD

SPECIFICATION SECTION 02056

CONCRETE FOOTING

(MIN 3000 PSI CONCRETE)

ELEVATION

UPPER CASE HELVETICA MEDIUM, 2"

CAPITAL LETTER HEIGHT, CENTERED

1 1/2" WHITE SPACE BETWEEN LINES

3/4" x 2'-0" x 2'-0"

TREATED PLYWOOD

WARNING SIGN

SCALE: NOT TO SCALE

NO OUTLET

BEYOND

10 METER

ZERO RANGE

COORDINATE

POINT

FINISHED

GRADE

CS510

MULTI-PURPOSE

MACHINE GUN RANGE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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CS510

OREGON DOT TYPE "F" BARRIER

SCALE: NOT TO SCALE

CS511

PRECAST CONCRETE BARRIER

6'-0"

(TYP.)

12'-6"

(TYP.)

3/4" 6X19 CLASS WIRE ROPE

WITH 6" SAG MAX.

FINISHED

GRADE

12" TURNBACK LOOP

WITH CABLE CLAMP

AT EACH END

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

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B Y:

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+J . D

+J . S

R O

O N

D O

''F

'' B

CS511

1'-6" 6'-0"

1'-6"

LIFTING EYE

RE: DETAIL

2' -0

6" 6" x 6" KEY.

MATCH LOCATION

TOP AND BOTTOM

TO ENSURE BLOCKS

STACK IN SUCH

A WAY TO ENSURE

THE FACE OF THE

WALL IS FLUSH.

BOTTOM KEY WITHIN

RE: BLOCK DETAIL, END VIEW

SIDE VIEWTOP VIEW

LIFTING EYE

RE: DETAIL

6'-0" 10"

2' -0

6" 3'-0"

1'-6"

LIFTING EYE

RE: DETAIL 4

6" x 6" KEY.

MATCH LOCATION

TOP AND BOTTOM

TO ENSURE BLOCKS

STACK IN SUCH

A WAY TO ENSURE

THE FACE OF THE

WALL IS FLUSH.

BOTTOM KEY WITHIN.

RE: BLOCK DETAIL, END VIEW

2' -0

3'-0" 10"

LIFTING EYE

RE: DETAIL

SIDE VIEWTOP VIEW

2' -0

END VIEW

6" x 6" KEY. MATCH

LOCATION TOP AND

BOTTOM TO ENSURE

BLOCKS STACK IN SUCH A

WAY TO ENSURE THE FACE

OF THE WALL IS FLUSH. NO

TOP KEY IS REQUIRED FOR

TOP BLOCK APPLICATIONS.

BLANK KEY OFF WHEN

FORMED.

2' -0

2'-0"

7" 1" CHAMFER (TYP.)

ALL SIDES

SIDE VIEW

2' -0

6'-0"

LIFTING EYE

RE: BLOCK DETAIL

1'-11"

4" 6"

BOTTOM KEY WITHIN

2' -0

1'-0" 1'-0"

4" (M

)#6 REBAR

BEND TO

SHAPE

TOP OF

BLOCK KEY

PRECAST WALL SLOPED END BLOCK

SCALE: NOT TO SCALE

LIFTING EYE DETAIL

PRECAST WALL HALF BLOCK

SCALE: NOT TO SCALE

PRECAST WALL BLOCK

SCALE: NOT TO SCALE

CS512

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CS512

CS512 CS512

NOTES:

1. CONCRETE TO BE 3,000 PSI & 28 DAYS MIN.

5% BY VOLUME, AIR ENTRAINED

2. ALL BLOCKS TO HAVE 1" CHAMFER ALONG

ALL SIDES.

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CS512

TARGET BOOT

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CS513

3" 4'

-0

4'-0"

6'- 0"

1'-6"

2x44x4

PT POST

1/2" THICK BALLISTIC

RUBBER PANEL

TWO 3/4"

PLYWOOD

4x4

PT POST

2x4

FINISHED

GRADE

2x4

4x4

PT POST

CONCRETE

FOOTING

(MIN 3000psi

CONCRETE)

GRADED CRUSHED

AGGREGATE PER

ODOT STANDARD

SPECIFICATION

SECTION 02056

5" STD

PVC PIPE

CP-1 CP-2

4x4

PT POST

1'- 0"

O N

O F

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CS513

16.75'

4.64'

40.00'

16.14'

R25.0'

23.86'

13.99'

22.52'

R25.0'

20.85'

8.79'

17.48'

40.00'

16.90'

R25.0'

17.96'

12.93'

30.06' 9.94'

40.00'

14.05'

R25.0'

21.10'

16.03'

17.53' 22.56'

40.08'

17.14'

20.00'

92.00'

12.00'

R25' R25

15.00' 15.00'

755756

757 758

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CS514

SIGN DETOUR - 100M1

CS514 SCALE: 1" = 10'

SIGN DETOUR - 400M2

CS514 SCALE: 1" = 10'

SIGN DETOUR - 800M3

CS514 SCALE: 1" = 10'

SIGN DETOUR - 1100M4

CS514 SCALE: 1" = 10'

MAINTENANCE ROAD TURNAROUND5

CS514 SCALE: 1" = 10'

JUNE 30, 2026

AutoCAD SHX Text

AutoCAD SHX Text 6-P1

AutoCAD SHX Text

FINISHED GRADE

4" PERFORATED

PVC PIPE

NON-WOVEN DRAINAGE GEOTEXTILE

4" SCH80 PVC PIPE

SPECIAL FILTER MATERIAL

INFILTRATION TRENCH

SCALE: NOT TO SCALE

CS515

SECTION A-A

4" PERFORATED

PVC PIPE CAP

COUPLING

1. SPECIAL FILTER MATERIAL SHALL BE IN ACCORDANCE

WITH ODOT SSC 02610 - SPECIAL FILTER MATERIAL.

2. PERFORATED PVC PIPE SHALL BE IN ACCORDANCE WITH

ODOT SSC 02415.50 - POLYVINYL CHOLORIDE PIPE.

3. NON-WOVEN DRAINAGE GEOTEXTILE SHALL BE IN

ACCORDANCE WITH ODOT SSC 0035 - GEOSYNTHETIC

INSTALLATION AND 02320 - GEOSYNTHETICS.

NOTES:

GEOTEXTILE

OVERLAP

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CS515

WATER TANK SLAB

SCALE: 1" = 1'

CS516

3000 PSI CONCRETE SLAB, SSD #6 @ 12" O.C.E.W.

(TYP.)

8" CRUSHED ROCK

COMPACTED

SUBGRADE

3/4" CHAMFER

(TYP.)

T/GRADE

REF. PLAN

NOTES:

1. FOR SUBGRADE PREPARATION, REFER TO

NOTE #4 UNDER FOUNDATION NOTES ON S-001.

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CS516

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CE501

1. AREA DISTURBED BY IMPROVEMENTS IS APPROXIMATELY 82 ACRES.

2. CONTRACTOR SHALL OBTAIN ALL GRADING PERMITS FROM THE APPROPRIATE

AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL ALSO FILE THE

NOTICE OF INTENT (NOI) PREPARE THE STORMWATER POLLUTION

PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH OREGON DEPARTMENT OF

ENVIRONMENTAL QUALITY REQUIREMENTS.

3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED BY THE

CONTRACTOR PRIOR TO ANY LAND DISTURBANCE AND SHALL FOLLOW THE

CONSTRUCTION SEQUENCE AS DESCRIBED ON THIS SHEET. IN ADDITION, THE

FOLLOWING MEASURES ARE NEEDED TO SATISFY THE REQUIREMENTS OF

THE OR-DEQ:

A. THE CONTRACTOR WILL PROVIDE A DUST MANAGEMENT PLAN TO

OREGON MILITARY DEPARTMENT FOR APPROVAL.

B. CONTRACTOR SHALL KEEP VEHICLE TRACKING OF SEDIMENT TO A

MINIMUM AND SHALL CLEAN HAUL ROUTES IF TRACKING BECOMES

EXCESSIVE AS DETERMINED BY THE LOCAL GOVERNMENT OR

PROJECT REPRESENTATIVE.

4. ANTICIPATED PROJECT SCHEDULE IS FOR CONSTRUCTION TO BEGIN AFTER

SELECTION OF CONTRACTOR AND RECEIPT OF REGULATORY APPROVALS.

INSTALLATION OF PERMANENT VEGETATION COVER WILL BEGIN IMMEDIATELY

UPON COMPLETION OF CONSTRUCTION ACTIVITIES.

RECEIVING STREAM INFORMATION: SIX MILE CANYON.

NOTE:

DISTURBED AREAS SHALL BE SEEDED FOR SILT AND EROSION PROTECTION WITH

SEED SPECIES APPROPRIATE FOR THE SEASON AS PROVIDED BY THE OREGON

MILITARY DEPARTMENT.

JUNE 30, 2026

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text PHASE A: CONSTRUCTION OF SUPPORT AREA AND SUPPORT AREA ACCESS DRIVE, FIRING LINE AND FIRING LINE ACCESS DRIVE. 1. CLEAR AND GRUB FOR AND INSTALL STABILIZED CONSTRUCTION ENTRANCE CE-01 (SOIL CLEAR AND GRUB FOR AND INSTALL STABILIZED CONSTRUCTION ENTRANCE CE-01 (SOIL TRACKING PREVENTION DEVICE). 2. INSTALL FILTER TUBE/SOCK DIVERSION FSD-01, FSD-02, FSD-03 & FSD-04. INSTALL FILTER TUBE/SOCK DIVERSION FSD-01, FSD-02, FSD-03 & FSD-04. 3. CLEAR AND GRUB PROPOSED SUPPORT AREA, AND SUPPORT AREA ACCESS DRIVE WITHIN THE CLEAR AND GRUB PROPOSED SUPPORT AREA, AND SUPPORT AREA ACCESS DRIVE WITHIN THE DISTURBANCE LIMITS SHOWN. LIMIT DISTURBED AREAS TO THAT WHICH CAN BE STABILIZED WITHIN ONE WORKING DAY FOLLOWING THE DISTURBANCE. 4. MAKE CUTS AND FILLS AS REQUIRED TO ESTABLISH SUBGRADE FOR THE SUPPORT AREA, MAKE CUTS AND FILLS AS REQUIRED TO ESTABLISH SUBGRADE FOR THE SUPPORT AREA, SUPPORT AREA ACCESS DRIVE, AND INSTALL FILTER TUBE/SOCK CHECK DAM FSCD-01 AND FSCD-02 IMMEDIATELY FOLLOWING GRADING OF SWALE IN WHICH THEY ARE LOCATED. 5. CONSTRUCT ELECTRICAL UTILITIES, BUILDING FOUNDATIONS AND RETAINING WALLS AS EARTHWORK CONSTRUCT ELECTRICAL UTILITIES, BUILDING FOUNDATIONS AND RETAINING WALLS AS EARTHWORK OPERATIONS PROGRESS. 6. PLACE GRADED CRUSHED AGGREGATE SURFACE COURSE AS SHOWN ON PLANS. PLACE GRADED CRUSHED AGGREGATE SURFACE COURSE AS SHOWN ON PLANS. 7. COMPLETE CONSTRUCTION OF BUILDINGS AND OTHER STRUCTURES WITHIN THE SUPPORT AREA, COMPLETE CONSTRUCTION OF BUILDINGS AND OTHER STRUCTURES WITHIN THE SUPPORT AREA, AND STABILIZE REMAINING DISTURBED EARTH. 8. UPON COMPLETION OF WORK IN ANY ONE AREA, PERMANENT EROSION CONTROL PROTECTION UPON COMPLETION OF WORK IN ANY ONE AREA, PERMANENT EROSION CONTROL PROTECTION SHALL BE PLACED ON ALL DISTURBED AND/OR EXPOSED AREAS UNLESS NOTED OTHERWISE ON DRAWINGS. 9. CLEAR AND GRUB PROPOSED FIRING LINE AND FIRING LINE ACCESS DRIVE WITHIN THE CLEAR AND GRUB PROPOSED FIRING LINE AND FIRING LINE ACCESS DRIVE WITHIN THE DISTURBANCE LIMITS SHOWN. LIMIT DISTURBED AREAS TO THAT WHICH CAN BE STABILIZED WITHIN ONE WORKING DAY FOLLOWING THE DISTURBANCE. 10. MAKE CUTS AND FILLS AS REQUIRED TO ESTABLISH SUBGRADE FOR THE FIRING LANE ACCESS MAKE CUTS AND FILLS AS REQUIRED TO ESTABLISH SUBGRADE FOR THE FIRING LANE ACCESS DRIVE AND FIRING RANGE EMPLACEMENTS. 11. CONSTRUCT ELECTRICAL UTILITIES, RETAINING WALLS AND FIGHTING POSITIONS AS EARTHWORK CONSTRUCT ELECTRICAL UTILITIES, RETAINING WALLS AND FIGHTING POSITIONS AS EARTHWORK OPERATIONS PROGRESS. 12. PLACE GRADED CRUSHED AGGREGATE SURFACE COURSE. PLACE GRADED CRUSHED AGGREGATE SURFACE COURSE. 13. COMPLETE CONSTRUCTION OF FIRING POSITIONS AND OTHER STRUCTURES WITHIN THE FIRING COMPLETE CONSTRUCTION OF FIRING POSITIONS AND OTHER STRUCTURES WITHIN THE FIRING LANE AND FIRING LANE ACCESS DRIVE, AND STABILIZE REMAINING DISTURBED EARTH. 14. UPON COMPLETION OF WORK IN ANY ONE AREA, PERMANENT EROSION CONTROL PROTECTION UPON COMPLETION OF WORK IN ANY ONE AREA, PERMANENT EROSION CONTROL PROTECTION SHALL BE PLACED ON ALL DISTURBED AND/OR EXPOSED AREAS UNLESS NOTED OTHERWISE ON DRAWINGS.

AutoCAD SHX Text CONSTRUCTION SEQUENCE: SEQUENCE DESCRIBING STORM WATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND DISTURBING ACTIVITIES. ALL EARTH DISTURBANCE ACTIVITIES WITHIN EACH OF THE FOLLOWING TWO AREAS SHALL PROCEED IN ACCORDANCE WITH THE SPECIFIED STAGING OF EARTHMOVING ACTIVITIES WITHIN THAT AREA. EACH STAGE WITHIN AN AREA SHALL BE COMPLETED BEFORE A SUBSEQUENT STAGE IS INITIATED. PHASES OF CONSTRUCTION INCLUDE: A. CONSTRUCTION OF SUPPORT AREA AND SUPPORT AREA ACCESS DRIVE, FIRING LINE AND FIRING LINE CONSTRUCTION OF SUPPORT AREA AND SUPPORT AREA ACCESS DRIVE, FIRING LINE AND FIRING LINE ACCESS DRIVE. B. CONSTRUCTION OF FIRING RANGE EMPLACEMENTS AND MAINTENANCE TRAILS.CONSTRUCTION OF FIRING RANGE EMPLACEMENTS AND MAINTENANCE TRAILS.

AutoCAD SHX Text PHASE B: CONSTRUCTION OF FIRING RANGE EMPLACEMENTS AND MAINTENANCE TRAILS. 1. MAKE CUTS AND FILLS AS REQUIRED TO ESTABLISH SUBGRADE FOR THE MAINTENANCE TRAILS AND MAKE CUTS AND FILLS AS REQUIRED TO ESTABLISH SUBGRADE FOR THE MAINTENANCE TRAILS AND PLACE MAINTENANCE TRAIL GRAVEL SURFACE COURSE. SUBGRADE WORK TO BE LIMITED TO AREA THAT CAN BE STABILIZED IMMEDIATELY AND PRIOR TO PRECIPITATION EVENT. 2. CONSTRUCT TARGET EMPLACEMENT BERMS AND INSTALL ADDITIONAL SILT FENCE, FILTER SOCK CONSTRUCT TARGET EMPLACEMENT BERMS AND INSTALL ADDITIONAL SILT FENCE, FILTER SOCK DIVERSIONS, DIVERSION CHANNELS, DIVERSION SWALES, AS WORK PROGRESSES. PLACE TEMPORARY EROSION CONTROL PROTECTION ON ALL DISTURBED AND/OR EXPOSED AREAS IMMEDIATELY AFTER COMPLETING WORK. SEE SHEET CE503 FOR TYPICAL TARGET BERM EROSION CONTROL DETAILS. CE503 FOR TYPICAL TARGET BERM EROSION CONTROL DETAILS. FOR TYPICAL TARGET BERM EROSION CONTROL DETAILS. FOR TYPICAL TARGET BERM EROSION CONTROL DETAILS. 3. CONSTRUCT DOWNRANGE UTILITY LINES IN ACCORDANCE WITH GENERAL NOTE 8 ON THIS SHEET. CONSTRUCT DOWNRANGE UTILITY LINES IN ACCORDANCE WITH GENERAL NOTE 8 ON THIS SHEET. 8 ON THIS SHEET. 4. UPON COMPLETION OF WORK IN ANY ONE AREA, PERMANENT EROSION CONTROL PROTECTION SHALL UPON COMPLETION OF WORK IN ANY ONE AREA, PERMANENT EROSION CONTROL PROTECTION SHALL BE PLACED ON ALL DISTURBED AND/OR EXPOSED AREAS UNLESS NOTED OTHERWISE ON THE DRAWINGS. 5. UPON COMPLETION OF WORK, AND AFTER SITE STABILIZATION, REMOVE ALL SILT FENCES, TEMPORARY UPON COMPLETION OF WORK, AND AFTER SITE STABILIZATION, REMOVE ALL SILT FENCES, TEMPORARY FILTER SOCK, AND THE STABILIZED CONSTRUCTION ENTRANCES UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PERMANENTLY STABILIZE ALL AREAS DISTURBED BY REMOVAL. 6. UPON COMPLETION OF WORK, SITE STABILIZATION AND THE REMOVAL OF THE TEMPORARY CONTROLS UPON COMPLETION OF WORK, SITE STABILIZATION AND THE REMOVAL OF THE TEMPORARY CONTROLS LISTED IN STEP 5 ABOVE, CONVERT ALL TEMPORARY DIVERSION AND CHANNELS TO PERMANENT GRADE. PERMANENTLY STABILIZE ALL AREAS DISTURBED BY THESE CONVERSIONS.

AutoCAD SHX Text GENERAL NOTES: 1. ONLY LIMITED DISTURBANCE WILL BE PERMITTED. ONLY LIMITED DISTURBANCE WILL BE PERMITTED. 2. EROSION AND SEDIMENT CONTROL DEVICES MUST BE CONSTRUCTED, STABILIZED AND FUNCTIONAL EROSION AND SEDIMENT CONTROL DEVICES MUST BE CONSTRUCTED, STABILIZED AND FUNCTIONAL BEFORE SITE DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE DEVICES. 3. UPON COMPLETION OF AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN UPON COMPLETION OF AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY, THE SITE SHALL BE IMMEDIATELY SEEDED, MULCHED OR OTHERWISE PROTECTED FROM ACCELERATED EROSION AND SEDIMENTATION. EROSION AND SEDIMENT CONTROL BMP'S SHALL BE IMPLEMENTED AND MAINTAINED UNTIL THE PERMANENT STABILIZATION IS COMPLETED. FOR AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY TO BE CONSIDERED PERMANENTLY STABILIZED, THE DISTURBED AREAS SHALL BE COVERED WITH ONE OF THE FOLLOWING: (1) A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER, WITH A DENSITY CAPABLE OF RESISTING ACCELERATED EROSION AND SEDIMENTATION. (2) AN ACCEPTABLE BMP WHICH PERMANENTLY MINIMIZES ACCELERATED EROSION AND SEDIMENTATION. 4. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE DEVICE MUST BE STABILIZED IMMEDIATELY. 5. VEHICLES AND EQUIPMENT MAY NEITHER ENTER DIRECTLY NOR EXIT DIRECTLY FROM THE PROJECT VEHICLES AND EQUIPMENT MAY NEITHER ENTER DIRECTLY NOR EXIT DIRECTLY FROM THE PROJECT BOUNDARY EXCEPT AT ROCK CONSTRUCTION ENTRANCES OR GRAVEL ROADS. WHERE GRAVEL ROADS ARE USED, CONTRACTOR SHALL CONTINUALLY MAINTAIN THEM FOR THE DURATION OF THE PROJECT TO PREVENT INCREASED EROSION OR DEGRADATION OF THE ROAD. 6. STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET. STOCKPILE SLOPES MUST BE 2:1 OR FLATTER. STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET. STOCKPILE SLOPES MUST BE 2:1 OR FLATTER. 7. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT CONTROL DEVICES MUST BE UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT CONTROL DEVICES MUST BE MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT CONTROL DEVICES AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, RE-GRADING, RE-SEEDING, RE-MULCHING AND RE-NETTING MUST BE PERFORMED IMMEDIATELY. IF THE EROSION AND SEDIMENT CONTROL DEVICES FAIL TO PERFORM AS EXPECTED, REPLACEMENT DEVICES OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED. 8. EROSION CONTROL MEASURES FOR UTILITY LINE CONSTRUCTION SHALL CONSIST OF THE EROSION CONTROL MEASURES FOR UTILITY LINE CONSTRUCTION SHALL CONSIST OF THE FOLLOWING: (1) THE TOTAL LENGTH OF TRENCH OPEN AT ANY ONE TIME SHALL NOT BE GREATER THAN THE TOTAL LENGTH OF UTILITY LINE THAT CAN BE PLACED IN THE TRENCH AND BACK-FILLED IN ONE WORKING DAY. (2) NO MORE THAN 50 LINEAL FEET OF OPEN TRENCH SHOULD EXIST WHEN THE UTILITY LINE CEASES AT THE END OF THE WORKDAY. (3) SOIL SUPPLEMENTS, SEED AND MULCH SHALL BE APPLIED WITHIN SEVEN DAYS AFTER THE UTILITY LINE IS INSTALLED. 9. EROSION CONTROL MEASURES FOR CONSTRUCTION OF RANGE MAINTENANCE TRAILS SHALL CONSIST EROSION CONTROL MEASURES FOR CONSTRUCTION OF RANGE MAINTENANCE TRAILS SHALL CONSIST OF THE FOLLOWING: (1) THE TOTAL LENGTH OF GRADED AREA FOR TRAILS SHALL BE NO GREATER THAN THAT WHICH CAN BE STABILIZED WITHIN ONE WORKING DAY FOLLOWING GRADING. (2) STABILIZATION SHALL BE ACHIEVED BY PLACEMENT OF ROCK PER THE SPECIFICATIONS. (3) BY THE END OF EACH WORK WEEK, ANY DISTURBED AREAS NOT COVERED WITH GRAVEL SHALL BE STABILIZED. 10. THE CONTRACTOR SHALL REMOVE ALL TREE STUMPS WITHIN AREAS TO BE GRADED OR EXCAVATED. THE CONTRACTOR SHALL REMOVE ALL TREE STUMPS WITHIN AREAS TO BE GRADED OR EXCAVATED. 11. TOPSOIL SHALL BE SALVAGED FOR USE IN STABILIZING AND SEEDING GRADED AREAS IN TOPSOIL SHALL BE SALVAGED FOR USE IN STABILIZING AND SEEDING GRADED AREAS IN ACCORDANCE WITH SPECIFICATION 31 10 00. ALL AREAS TO BE SEEDED SHALL HAVE A MINIMUM 4" OF TOPSOIL.

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

STORM WATER POLLUTION PREVENTION NOTES:

AutoCAD SHX Text

FILTER SOCK DIVERSION OR DIVERSION DIKE

AutoCAD SHX Text

FSD-XX

AutoCAD SHX Text

FILTER TUBE/SOCK DIVERSION RE: CE502CE502

AutoCAD SHX Text

CE-XX

AutoCAD SHX Text

CONSTRUCTION ENTRANCE RE: CE502CE502

AutoCAD SHX Text

CLA-XX

AutoCAD SHX Text

CONSTRUCTION LAYDOWN AREA

AutoCAD SHX Text

CW-XX

AutoCAD SHX Text

CONCRETE WASHOUT RE: CE502CE502

AutoCAD SHX Text

FSCD-XX

AutoCAD SHX Text

FILTER TUBE/SOCK CHECK DAM RE: CE502CE502

AutoCAD SHX Text

BP-XX

BORROW PIT

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CE502

GENERAL NOTES:

1. BMP:

SILT FENCE SHALL BE INSTALLED ALONG THE CONTOUR

APPROXIMATELY 8 FT. AWAY FROM THE TOE OF THE TARGET BERM.

EXTEND THE SILT FENCE LENGTH SLIGHTLY BEYOND THE FLOWLINE

FROM EITHER SIDE OF THE BERM IN ORDER TO CAPTURE EROSION

FROM THE BERM. THE SLOPE LENGTHS SHALL INCLUDE THE SLOPE

DISTANCES TO THE TOP OF THE SLOPE FACING THE SILT

FENCE. THE TOP OF THE BERM AND THE SLOPE THAT FACES HIGHER

GRADE ARE ADDRESSED IN NOTE 2.

2. CLEAN WATER DIVERSION:

CLEAN WATER DIVERSION WILL BE INCORPORATED INTO THE THE

BERM CONSTRUCTION. DUE TO THE SMALL AREA OF DISTURBANCE

AND THE NATURE OF THE TARGET BERMS, THEY WILL BE

CONSIDERED TO ACT AS A CLEAN WATER DIVERSION. THE UPHILL

TOE OF THE BERM WILL ACT AS CLEAN WATER DIVERSION. A SMALL

CLEAN WATER SWALE OR DIKE SHALL BE EXTENDED TO DRAIN

OUTSIDE OF THE SILT FENCE ON BOTH SIDES OF THE BERM.

3. STABILIZATION:

THE AREA THAT DRAINS TOWARD THE DIVERSION SWALE MUST BE

STABILIZED WITHIN 7 DAYS FROM THE BEGINNING OF DISTURBANCE.

METHOD OF STABILIZATION TO BE SELECTED BY THE

CONTRACTOR AND INCLUDED IN THE PERMIT APPLICATION.

4. DIVERSION SWALE CALCULATIONS:

WHERE SEPARATE DIVERSION SWALES ARE NOT SHOWN ON THE

PLANS, CLEAN WATER DIVERSION CALCULATIONS HAVE NOT BEEN

PERFORMED. THE DRAINAGE AREAS ARE SMALL AND THE DISTANCE

ALONG THE CLEANWATER FLOWLINES ARE SHORT AND IT IS

REASONABLY ASSUMED THAT THE BERMS WILL SUFFICIENTLY

DIVERT THE CLEAN WATER.

45°

SILT

NCE

8'-0"TYP.

8'-0"MIN

TYPICAL BERM CONSTRUCTION SEQUENCE:

1. INSTALL SILT FENCE.

2. CREATE FILL FOR BERM AND DIVERSION SWALE.

3. STABILIZE THE PORTION OF THE BERM THAT DRAINS TO THE CLEAN

WATER FLOWLINE WITHIN 7 DAYS OF THE BEGINNING OF GROUND

DISTURBANCE.

4. COMPLETE TARGET EMPLACEMENT AND UTILITY INSTALLATION.

5. STABILIZE REMAINDER OF GROUND SURFACE.

6. REMOVE SILT FENCE AFTER STABILIZATION IS COMPLETE.

STABILIZATION AREA

(RE: NOTE 3)

EXTEND CLEAN WATER SWALE OR

DIKE TO FLOW OUTSIDE OF THE

WATTLE COIR. (RE: NOTE 2)

HIGH POINT OF

DIVERSION SWALE

(RE: NOTE 2)

TYPICAL LIMIT

OF DISTURBANCE

EXTEND SWALE OR DIKE TO FLOW

OUTSIDE OF THE SILT FENCE (RE: NOTE 2)

TYPICAL TARGET BERM

SCALE: NOT TO SCALE

CE503

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CE503

JUNE 30, 2026

AutoCAD SHX Text 3:1

AutoCAD SHX Text

LEGEND

TYPICAL AREA TO BE STABILIZED IMMEDIATELY (RE: NOTE 3)

1' -6

6' MAX.

2' -6

SILT FENCE

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CE504

SF-XX

5'-0"

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JUNE 30, 2026

AutoCAD SHX Text

DO NOT DISTURB GROUND ON BACKSIDE OF SILT FENCE

AutoCAD SHX Text

SHEET FLOW

AutoCAD SHX Text

PERSPECTIVE VIEW

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

2" SQUARE BY 4' MINIMUM WOOD POST

AutoCAD SHX Text

SILT FENCE INSTALLATIONS

AutoCAD SHX Text

TOE OF FILL

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SLOPE

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

RE: NOTE #1

AutoCAD SHX Text

RE: NOTE #5

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TOE OF FILL

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SLOPE

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RE: NOTE #4

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

RE: NOTE #6

AutoCAD SHX Text NOTES FOR SILT FENCE: 1. WHERE PERMITTED, POSITION THE SILT FENCE 5' BEYOND THE TOE OF SLOPE. WHERE PERMITTED, POSITION THE SILT FENCE 5' BEYOND THE TOE OF SLOPE. 2. TO AVOID CREATING LOW POINTS ALONG THE SILT FENCE, ALIGN THE FENCE ALONG THE TO AVOID CREATING LOW POINTS ALONG THE SILT FENCE, ALIGN THE FENCE ALONG THE CONTOUR AS MUCH AS POSSIBLE. WHERE EXCESSIVE RUNOFF WILL ACCUMULATE AT A LOW POINT, PROVIDE AN OPENING IN THE FENCE AND INSTALL A SEDIMENT TRAP. 3. WHEN EXCAVATING THE APPROXIMATE 6 IN WIDE AND 6 IN DEEP TRENCH, USE MACHINERY THAT WHEN EXCAVATING THE APPROXIMATE 6 IN WIDE AND 6 IN DEEP TRENCH, USE MACHINERY THAT WILL MINIMIZE DISTURBANCE. 4. TO PREVENT RUNOFF FROM FLOWING AROUND THE ENDS OF THE SILT FENCE, RUN THE ENDS TO PREVENT RUNOFF FROM FLOWING AROUND THE ENDS OF THE SILT FENCE, RUN THE ENDS OF THE FENCE UP SLOPE. 5. DO NOT PLACE SILT FENCE ACROSS POTENTIAL CONCENTRATED FLOWS (e.g., PIPE OUTLETS, DO NOT PLACE SILT FENCE ACROSS POTENTIAL CONCENTRATED FLOWS (e.g., PIPE OUTLETS, DRAINAGE CHANNELS, CUT DITCHES). 6. AVOID USING SPLICES ALONG THE FENCE AS MUCH AS POSSIBLE. IF A SPLICE IS NECESSARY, AVOID USING SPLICES ALONG THE FENCE AS MUCH AS POSSIBLE. IF A SPLICE IS NECESSARY, BEFORE POUNDING IN THE END POSTS, OVERLAP THE END POSTS WITH A MIN. 6" OVERLAP AND TWIST 180 DEGREES. 7. MAINTAIN A PROPERLY FUNCTIONING SILT FENCE THROUGHOUT THE DURATION OF THE PROJECT MAINTAIN A PROPERLY FUNCTIONING SILT FENCE THROUGHOUT THE DURATION OF THE PROJECT OR UNTIL DISTURBED AREAS HAVE BEEN VEGETATED. 8. WHEN A STORM EVENT DEPOSITS SEDIMENT BEHIND THE FENCE, REMOVE THE SEDIMENT AND WHEN A STORM EVENT DEPOSITS SEDIMENT BEHIND THE FENCE, REMOVE THE SEDIMENT AND PLACE IT IN A STABLE AREA APPROVED BY THE ENGINEER. 9. IN AREAS THAT HAVE BEEN SEEDED AND MULCHED, REMOVE SILT FENCE UNLESS THEY ARE IN AREAS THAT HAVE BEEN SEEDED AND MULCHED, REMOVE SILT FENCE UNLESS THEY ARE PROTECTING A WETLAND OR WATER BODY.

AutoCAD SHX Text ENTRENCH THE BOTTOM 12" OF SILT FENCE SECURELY IN THE GROUND. AFTER INSTALLATION, FIRMLY PULLING UPWARD ON THE TOP OF THE FENCE SHOULD NOT DISLODGE IT.

AutoCAD SHX Text

MIN. 3' WIDE FILTER FABRIC FASTENED TO POST

AutoCAD SHX Text

SHEET FLOW FROM CONSTRUCTION SITE

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AROUND A PIPE OUTLET

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AT END OF SILT FENCE

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AT TOE OF FILL SLOPE

SPLICES (TOP VIEW)

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205+00

210+00

POB: 200+00.00

POE: 211+58.51

PCC: 204+66.98

255+00 260+00

POB: 250+00.00

POE: 264+66.08

PCC: 255+90.07

305+00

310+00

315+00

POB: 300+00.00

POE: 317+73.65

PCC: 307+13.16

355+00

360+00

365+00

370+00POB: 350+00.00

POE: 370+90.60

PCC: 358+40.01

175+00

180+00

185+00

190+00

POB: 400+00.00

POE: 423+90.67

15+00

20+00POB: 10+00.00

POE: 21+67.08

PC: 10+67.50

PT: 19+97.45

PCC: 19+07.91

POB: 50+00.00 POE: 191+51.78

STA. 191+39.01

STA. 211+32.63

STA. 263+59.89

STA. 316+88.41

STA. 317+31.13

STA. 300+42.52

STA. 250+71.40

STA. 251+06.19

STA. 200+25.88

STA. 50+12

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CP101

100' 200'0

2 3

KEY PLAN

JUNE 30, 2026

AutoCAD SHX Text

LANE 1LANE 1

AutoCAD SHX Text

LANE 2LANE 2

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LANE 3LANE 3

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LANE 4LANE 4

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LANE 5LANE 5

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AutoCAD SHX Text 1-P1

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AutoCAD SHX Text 1-P3

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AutoCAD SHX Text 1-P5

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AutoCAD SHX Text 7-V4

AutoCAD SHX Text 6-V4

AutoCAD SHX Text 5-V4

AutoCAD SHX Text 4-V4

AutoCAD SHX Text

EXISTING GRAVEL PARKING LOT

AutoCAD SHX Text

EXISTING RANGE ROAD

AutoCAD SHX Text

FIRING LINE ACCESS ROAD

AutoCAD SHX Text

MATCH LINE-SHEET CG102CG102

AutoCAD SHX Text

MATCH LINE-SHEET CP103CP103

AutoCAD SHX Text

ALTERNATE BID ITEMS:

AutoCAD SHX Text ALTERNATE BID ITEM 1: 5" GRADED CRUSHED AGGREGATE, SEE DETAIL 2 ON SHEET CP501CP501

AutoCAD SHX Text

ABI-1

AutoCAD SHX Text

ABI-1

AutoCAD SHX Text

ABI-1

AutoCAD SHX Text

5" AGGREGATE SURFACE (ALT. BID ITEM #1)

AutoCAD SHX Text

EXISTING GRAVEL

AutoCAD SHX Text

5" AGGREGATE SURFACE

AutoCAD SHX Text

12" AGGREGATE SURFACE

GRAVEL PAVEMENT LEGEND

405+00

410+00

PCC: 409+60.09

455+00

460+00

POB: 450+00.00

PCC: 460+88.84

505+00

510+00

515+00

POB: 500+00.00

PCC: 512+12.29

550+00

555+00

POB: 550+00.00

PCC: 553+40.47

80+00

85+00

PC: 76+68.57

PT: 86+84.04

PCC: 77+25.42

STA. 401+71.45

STA. 451+28.03

STA. 500+68.31

STA. 79+35

STA. 86+90.04

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CP102

100' 200'0

2 3

KEY PLAN

JUNE 30, 2026

AutoCAD SHX Text 6-P5

AutoCAD SHX Text 7-P5

AutoCAD SHX Text 8-P5

AutoCAD SHX Text 9-P5

AutoCAD SHX Text 10-P5

AutoCAD SHX Text 6-P6B

AutoCAD SHX Text 7-P6B

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AutoCAD SHX Text

MATCH LINE-SHEET CP104CP104

AutoCAD SHX Text

MATCH LINE-SHEET CP101CP101

AutoCAD SHX Text

MATCH LINE-SHEET CP103CP103

AutoCAD SHX Text

ABI-1

AutoCAD SHX Text

ABI-1

AutoCAD SHX Text

ALTERNATE BID ITEMS:

AutoCAD SHX Text ALTERNATE BID ITEM 1: 5" GRADED CRUSHED AGGREGATE, SEE DETAIL 2 ON SHEET CP501CP501

AutoCAD SHX Text

ABI-1

AutoCAD SHX Text

5" AGGREGATE SURFACE (ALT. BID ITEM #1)

AutoCAD SHX Text

EXISTING GRAVEL

AutoCAD SHX Text

5" AGGREGATE SURFACE

AutoCAD SHX Text

12" AGGREGATE SURFACE

415+00

420+00

: 423+90.67

465+00

470+00

475+00

POE: 477+12.32

515+00

520+00

525+00

530+00

POE: 530+20.82

563+38.57

560+00

POE: 563+38.57

155+00

160+00

165+00

170+00

175+00

PC: 154+62.44

PT: 164+77.91

PCC: 164+21.06

STA. 422+19.21

STA. 475+84.30

STA. 529+52.82

STA. 162+11.48

STA. 154+56.44

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CP103

100' 200'0

2 3

KEY PLAN

JUNE 30, 2026

AutoCAD SHX Text 1-P5

AutoCAD SHX Text 2-P5

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AutoCAD SHX Text 4-P5

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AutoCAD SHX Text 1-P6

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AutoCAD SHX Text

MATCH LINE-SHEET CP104CP104

AutoCAD SHX Text

MATCH LINE-SHEET CP101CP101

AutoCAD SHX Text

MATCH LINE-SHEET CP102CP102

AutoCAD SHX Text

ABI-1

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ABI-1

AutoCAD SHX Text

ALTERNATE BID ITEMS:

AutoCAD SHX Text ALTERNATE BID ITEM 1: 5" GRADED CRUSHED AGGREGATE, SEE DETAIL 2 ON SHEET CP501CP501

AutoCAD SHX Text

ABI-1

AutoCAD SHX Text

5" AGGREGATE SURFACE (ALT. BID ITEM #1)

AutoCAD SHX Text

EXISTING GRAVEL

AutoCAD SHX Text

5" AGGREGATE SURFACE

AutoCAD SHX Text

12" AGGREGATE SURFACE

110+00

115+00

120+00 125+00

130+00

PC: 109+51.49 PT: 131+94.98

PCC: 110+08.23

PCC: 115+28.92

PCC: 131+38.25

605+00 610+00

615+00POB: 600+00.00

POE: 617+10.27

STA. 127+79.30STA. 113+68.25

STA. 616+18.92

STA. 600+91.64

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File details come from the government source that posted it. Updated Apr 9, 2026.