Attachment_J-3_Final_RigginsSCAT_Plans_100__Signed_052319.pdf

SUMMARY OF ESTIMATED QUANTITIES

PAY ITEM DESCRIPTION UNIT

QUANTITY

101 MOBILIZATION LS 1

102 TRAFFIC CONTROL LS 1

103 CONSTRUCTION STAKING LS 1

104 EROSION AND SEDIMENT CONTROL LS 1

105 **CLEARING AND GRUBBING AC 0.3

200 1" WATER SERVICE LF 146

201 1" WATER SERVICE FITTINGS LS 1

202 GAS TRAP EA 1

203 1500 GALLON SEPTIC TANK EA 1

204 SEWER MANHOLE EA 1

205 SCAT BUILDING EA 1

206 ELECTRICAL SERVICE LF 85

207 BUILDING ELECTRICAL LS 1

208 ELECTRIC HEATER EA 1

209 STAINLESS SINK W/FAUCET AND SOAP DISPENSER LS 1

210 INTERIOR PLUMBING LS 1

211 16" EXHAUST FAN EA 1

212 18" X 24" EXHAUST FAN LOUVER EA 1

213 10" x 10" VENT EA 1

214 SEWER SERVICE LF 75

215 14' METAL GATE EA 1

216 EXPLORATORY EXCAVATION HR 24

217 ASPHALT PAVEMENT TRENCH SURFACE RESTORATION SY 10

218 **NEW CRUSHED GRAVEL ROADWAY SY 525

219 **EXISTING CRUSHED GRAVEL ROADWAY SURFACING SY 350

220 CONCRETE CURB LF 45

221 CONCRETE CURB REPLACEMENT LF 20

222 LANDSCAPE SURFACE RESTORATION LS 1

223 SIGNAGE AND STRIPING LS 1

Sheet: 1 of 18

Drawn By:WEH

Designed By:WEH

Drawing Checked:DAJ

Design Checked:TBM

RIGGINS SCAT

SUMMARY OF ESTIMATED QUANTITIES

M

U

S F

S

Y

E A

R

C

O N

T R

A C

T

S

C A

T

M

A C

H I N

E

I N

S T

A L

L A

T I O

N A

C A

D S

H E

E T

S C

I V

I L

M

M A

R

O

F

E

S T

I M

A T

D

Q

A

N T

I T

I E

S D

W G

P

L O

T T

B

W

Y A

T

H

A T

C

N

M a r

PROJECT NAME: RIGGINS SCAT

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

Morrison

Maierle

1055 Mount Avenue Missoula, MT 59801

Phone: 406.542.8880 Fax: 406.542.4801

*NOTE: ALL ITEMS DETAILED IN THE SCHEDULE OF ITEMS ABOVE ARE ACTUAL QUANTITIES OTHER THAN THOSE DENOTED WITH A **.

THESE ITEMS ARE CONTRACT QUANTITIES. CONTRACT QUANTITIES WILL BE ADJUSTED ONLY WHEN THERE ARE ERRORS IN THE

ORIGINAL DESIGN OF 15% OR MORE.

D Y H

S

S

T

W

WV

WV

WV

O O O

O

O

O

S

S

S

S

S

S

S

S

S

W

I

P P

I

E

WV

I

W

WS

W

W

W

W

W

W

W

W

W

W

WS

WS

W S

W S

W S

W S

O

S S

EXISTING BUILDING

EXISTING CONCRETE

EXISTING CURB & GUTTER

EXISTING CHAINLINK FENCE

EXISTING FENCE

EXISTING WOOD FENCE

EXISTING ASPHALT ROAD

EXISTING GRAVEL ROAD

EXISTING ROAD CENTERLINE

EXISTING SANITARY SEWER

EXISTING OVERHEAD POWER

MORRISON-MAIERLE CONTROL POINT

EXISTING DELINEATOR POST

EXISTING ELECTRIC PEDESTAL

EXISTING ELECTRIC METER

EXISTING FROST FREE HYDRANT

EXISTING FIRE HYDRANT

EXISTING GUY ANCHOR

EXISTING HYDRANT VALVE

EXISTING IRRIGATION CONTROL HEADGATE

EXISTING MANHOLE - SANITARY SEWER

EXISTING POWER POLE

EXISTING SIGN POST

EXISTING TELEPHONE PEDESTAL

EXISTING WATER METER

P

E

W

DY

H

WV

I

S

T

W

EXISTING GRASS

EXISTING DECIDUOUS TREE

CONTROL POINT TABLE

POINT #

DESCRIPTION

RPC

RPC

RPC

NORTHING

20000.0000

20174.7691

19783.4529

EASTING

40000.0000

40211.7352

40051.8834

ELEVATION

1808.278

1798.589

1803.415

Sheet: 2 of 18Drawn By:CCD Designed By:TBM

Drawing Checked:TBM Design Checked:DAJ

RIGGINS SCAT

EXISTING SITE CONDITIONS

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801

M :\0

6\

- U

SF

S

YE

AR

C O

N

TR

AC

T\

SC

AT

M

AC

H

IN

E

IN

ST

AL

LA

TI

O N

\A C

AD

\S

H

EE

TS

\C

IV

IL

\2 E

XI

ST

IN

G

S

IT

E C

O N

D

IT

IO

N

S.

D

W G

P

LO

TT

ED

B Y:

W

YA

TT

H

AT

C

H O

N M ar /2

9/

SCALE IN FEET

60300

HORIZONTAL SCALE

ROAD CENTERLINE (TYP.)

NOTES:

1. PROJECT LOCATION LIES IN THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF

SECTION 22, TOWNSHIP 24 NORTH, RANGE 1 EAST OF BOISE MERIDIAN, IDAHO COUNTY, IDAHO.

2. BURIED UTILITIES ARE SHOWN AS INDICATED BY FIELD LOCATES AND RECORD MAPS FURNISHED

AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. MORRISON-MAIERLE

ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF THOSE RECORDS. FOR THE

FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY

OWNER/AGENCY.

3. EXISTING IRRIGATION LINES UNABLE TO BE LOCATED AT TIME OF SURVEY.

BASIS OF BEARING

BEARINGS ARE STATE PLANE GRID, DERIVED FROM GPS

OBSERVATIONS WITH SURVEY-GRADE RECEIVERS AND

REFERENCED TO THE IDAHO COORDINATE SYSTEM, SINGLE ZONE,

NAD 83 (CORS). COORDINATES AND DISTANCES ARE

TRANSFORMED TO GROUND AT CONTROL POINT NO. 1.

HORIZONTAL UNITS ARE US SURVEY FEET. COMBINED SCALE

FACTOR FOR THIS PROJECT IS 0.999287460.

VERTICAL DATUM

ELEVATIONS ARE NAVD88, BASED ON AN NGS OPUS SOLUTION

USING GEOID 12B. VERTICAL UNITS ARE US SURVEY FEET.

HI

GH

W

AY

EX

IS

TI

NG

S

HO

P

EX

IS

TI

N

G O

FF

IC

E

BACKUP

GENERATOR

BENCH

RETAINING

WALL

SIGN

PROPANE

TANK

LANDSCAPE

ROCKS

DUMPSTER

SANITARY MH

RIM=1804.53

INV IN SW=1795.67

INV OUT NE=1795.57

SANITARY MH

RIM=1799.82

INV IN SW=1793.42

INV IN SE=1793.51

INV OUT NE=1793.42

NOTE: RPC IS A RED PLASTIC CAP ON 58" X 24" REBAR

STANDPIPES

FIRE HYDRANT INACTIVE

APPROXIMATE LOCATION

OF EXISTING SEPTIC

TANK AND DRAINFIELD

APPROXIMATE WATER

MAIN LOCATION

APPROXIMATE WATER

SERVICE LOCATION

LEGEND

S

W V

O O

O O

O

O

O

O

O

O

S

S

S

S

S

S

S

S

S

S

S

W

I

W V

I

W

W S

W S

W

SW

W

W

W

W

W

W

W

W S

W S

W S

WS

WS

WS

WS

WS

WS

WS

WS

R=28.00

R=47.50

R=42.00

R=30.00

Sheet: 3 of 18Drawn By:TMH Designed By:TBM

Drawing Checked:TBM Design Checked:DAJ

RIGGINS SCAT

PROPOSED SITE PLAN

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801

M :\0

6\

- U

SF

S

YE

AR

C O

N

TR

AC

T\

SC

AT

M

AC

H

IN

E

IN

ST

AL

LA

TI

O N

\A C

AD

\S

H

EE

TS

\C

IV

IL

\3 P

R O

PO

SE

D S

IT

E

PL

AN

.D W

G P

LO

TT

ED

B

Y:

W

YA

TT

H

AT

C H

O N

M ar

/2 9/

SCALE IN FEET

30150

HORIZONTAL SCALE

47.03'

47.03'

3.65'

149.35'

28.73'

APPROXIMATE ASPHALT

SAWCUT LIMITS

SEE NOTE 6, THIS SHEET

EDGE OF GRAVEL (TYP.)

HIGHWAY 95

PROPOSED SCAT BUILDING

SEE NOTE 8, THIS SHEET

GENERAL NOTES:

1. UTILITY LOCATIONS AND ANY EFFECTS ON WORK ARE RESPONSIBILITY OF CONTRACTOR.

CONTRACTOR SHALL CALL FOR UNDERGROUND UTILITY LOCATES PRIOR TO CONSTRUCTION

ACTIVITIES. PHONE # 208-342-1585.

2. CONTRACTOR SHALL VERIFY LINE AND GRADE OF EXISTING UTILITIES.

3. CURB & GUTTER SHALL BE IN ACCORDANCE WITH IDAHO STANDARDS FOR PUBLIC WORKS

CONSTRUCTION (ISPWC) SD 701 AND 701A. SEE DETAILS, SHEET 14.

4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO ANY SITE DISTURBANCE.

5. UNLESS OTHERWISE NOTED, RADIUS CALLOUTS ARE TO EDGE OF GRAVEL.

6. ASPHALT SHALL BE NEAT LINE SAW CUT OR METHOD APPROVED BY ENGINEER TO PROVIDE A STRAIGHT

LINE SMOOTH FACE.

7. PROPOSED GRAVEL SURFACING SHALL TIE-IN TO EXISTING GRAVEL AND PROVIDE SMOOTH TRANSITION.

8. FOR DETAILED INFORMATION ON PROPOSED SCAT BUILDING, SEE SHEETS 6 THROUGH 10.

9. FOR GRAVEL ROAD SECTIONS, SEE DETAILS SHEET 13.

10. CONTRACTOR SHALL ONLY REMOVE TREES NECESSARY FOR CONSTRUCTION OF PROPOSED

IMPROVEMENTS. TREES PROPOSED FOR REMOVAL ARE NOT SHOWN ON THIS SHEET FOR CLARIFICATION

OF PROPOSED IMPROVEMENTS, REFERENCE SHEET 2, EXISTING SITE CONDITIONS.

11. CONTRACTOR SHALL SEED ALL DISTURBED AREAS AFTER CONSTRUCTION PER SECTION 02480.

12. ALL SIGNS SHALL BE IN ACCORDANCE WITH UNITED STATES DEPARTMENT OF AGRICULTURAL, MANUAL FOR UNIFORM TRAFFIC DEVICES, AND CITY OF RIGGINS STANDARDS. SEE DETAILS, SHEET 14.

EXISTING EDGE OF GRAVEL

TO REMAIN (TYP.)

EXISTING SHOP

18.00'

24.00'

R=1.5' R = 3'

INSTALL SCAT

ACCESS SIGN

SEE DETAIL, SHEET 14

R=46.5'

R=62.5'

PROPOSED SEPTIC TANK

SEE SITE UTILITY PLAN

SHEET 5

REMOVE & REPLACE

APPROX. 20 LF OF CURB &

GUTTER TO NEAREST JOINT

SEE NOTE 3, THIS SHEET

EDGE OF GRAVEL (TYP.)

4" X 30' PAINT LINE

WHITE EPOXY PAVEMENT

MARKING MATERIAL

INSTALL ROAD GATE

SEE DETAILS SHEET 16

COORDINATE LOCATION WITH USFS

PROPOSED 5' X 5'

GRAVEL PAD FOR TOILET

MATCH GRAVEL ROADWAY

SECTION

PRESERVE & PROTECT

EXISTING UTILITY POLE

INSTALL LOCKING POST

SEE DETAIL SHEET 16

COORDINATE LOCATION WITH USFS

INSTALL 45 LF OF

6" VERTICAL CURB & GUTTER

SEE CURB ISLAND DETAIL THIS SHEET

AND DETAIL, SHEET 14

PRESERVE & PROTECT

EXISTING SIGN

3.11'

CURB ISLAND DETAIL

SCALE: 1" - 10'

REMOVE LANDSCAPE

ROCKS

ROADWAY GRADING LIMITS

S

W V

O

O

O

O

O

O

O

O

O

O

S

S

S

S

S

S

S

S

S

S

S

W

I

W V

I

W

W

S

W

S

W

S

W

W

W

W

W

W

W

W

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

1803.85

1803.30

1802.70

1805.50

1805.65

1804.86

1802.40

1802.10

1809.11

1803.03

1802.45

1812.12

1810.82

1803.06

1806.49

1805.67

1808.20

1803.91

1803.95

1804.10

1803.07

1803.06

1804.94

1804.94

1805.04

1803.26

1804.00

1804.22

1804.22

1804.32

1804.00

1811.54

1804.50

1804.44

1804.17

1802.33

Sheet: 4 of 18

Drawn By:WEH

Designed By:WEH

Drawing Checked:DAJ

Design Checked:TBM

RIGGINS SCAT

GRADING & DRAINAGE PLAN

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

Morrison

Maierle

1055 Mount Avenue Missoula, MT 59801

Phone: 406.542.8880 Fax: 406.542.4801

M

S F

A

R

C

O N

T R

A C

T

S

C A

T

M

A C

H I N

E

I N

S T

A L

L A

T I O

N A

C A

D S

H E

E T

S C

I V

I L

A

D I N

A

I N

A G

E

P

L A

N D

O

T T

T

O B

Y

M

C C

L U

E

O

N

M a r

SCALE IN FEET

40200

HORIZONTAL SCALE

GENERAL NOTES:

1. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN

INSTALLED.

2. ALL TIE-INS TO EXISTING ASPHALT SHALL BE NEAT LINE SAW CUT OR METHOD APPROVED BY

ENGINEER. PROVIDE SMOOTH TRANSITIONS TO EXISTING SURFACES.

3. ALL DAMAGES TO EXISTING IRRIGATION SHALL BE REPAIRED TO OPERATING CONDITION. ANY

DAMAGES ARE INCIDENTAL TO WORK AND SHALL BE RESPONSIBILITY OF CONTRACTOR.

4. WATER SHALL DRAIN AROUND AND AWAY FROM THE BUILDING.

MATCH EXISTING

MATCH EXISTING

MATCH EXISTING

MATCH EXISTING

H

I

G

H

W

MATCH EXISTING

BUILDING FF = 1804.50

PAD FOR

PORTABLE OUTHOUSE

PROVIDE FULL DEPTH BUILDING PAD

GRAVEL 1.5 FEET BEYOND EDGE OF

BUILDING IN ALL DIRECTIONS.

S

W V

O

O

O

O

O

O

O

O

O

O

S

S

S

S

S

S

S

S

S

S

S

W

I

W V

I

W

W

S

W

S

W

S

W

W

W

W

W

W

W

W

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

E

E

E

W S

W

S

W

S

W

S

W

S

S

S

Sheet: 5 of 18

Drawn By:WEH

Designed By:WEH

Drawing Checked:DAJ

Design Checked:TBM

RIGGINS SCAT

UTILITY PLAN

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

Morrison

Maierle

1055 Mount Avenue Missoula, MT 59801

Phone: 406.542.8880 Fax: 406.542.4801

M

S F

A

R

C

O N

T R

A C

T

S

C A

T

M

A C

H I N

E

I N

S T

A L

L A

T I O

N A

C A

D S

H E

E T

S C

I V

I L

I L

I T

Y

P

L A

N D

O

T T

W

Y A

T

M a r

SCALE IN FEET

30150

HORIZONTAL SCALE

INSTALL SEWER MANHOLE

ROTATE TOP CONE TO ENSURE

LID IS OUTSIDE OF CURB LINE

SEE DETAIL SHEET 13

CONNECT TO EXISTING 8" PVC

GRAVITY SEWER MAIN

RIM = 1803.21

IE = 1794.78, FIELD VERIFY

INSTALL 1" X 1" TEE

INSTALL 146 LF 1" DR-9 HDPE WATER SERVICE

BEND HDPE SERVICE

TO AVOID TREES

INSTALL 22.5° BEND

OUT OF SEPTIC TANK

GENERAL NOTES:

1. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING UNLESS OTHERWISE

NOTED.

2. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TAP AND TIE-IN FEES REQUIRED.

4. CONTRACTOR SHALL COORDINATE UTILITY INSTALLATIONS TO AVOID CONFLICTS

WITH ALL OTHER EXISTING AND PROPOSED UTILITIES.

5. WATER SERVICE SHALL BE 1" DR-9 HDPE PIPE UNLESS NOTED OTHERWISE.

6. ALL WATER SERVICE PIPING SHALL BE INSTALLED WITH A MINIMUM COVER OF 3.5

FEET WITH RESPECT TO FINISHED GRADE.

7. SEWER SERVICE SHALL BE 4" SCH 40 PVC GRAVITY SERVICE UNLESS NOTED

OTHERWISE.

8. ASPHALT TRENCH RESTORATION BACKFILL FOR MANHOLE INSTALLATION SHALL BE

WITH FLOWABLE FILL PER THE PROJECT SPECIFICATIONS.

9. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL

REPORT, PROJECT SPECIFICATIONS, AND ISWPC.

10. ALL DAMAGES TO EXISTING IRRIGATION SHALL BE REPAIRED TO

PRE-CONSTRUCTION CONDITION. ANY DAMAGES ARE CONSIDERED INCIDENTAL TO

WORK AND SHALL BE RESPONSIBILITY OF THE CONTRACTOR.

INSTALL 1,500 GALLON

SEPTIC TANK WITH

RISERS AS NEEDED

SEE DETAIL SHEET 14

INSTALL GAS TRAP

WITH SEWER CLEANOUT

SEE DETAIL SHEET 13

INSTALL ELECTRICAL LINE

CONNECT FROM EXISTING WAREHOUSE

TO PROPOSED SCAT BUILDING

INSTALL 66 LF OF

4" SCH 40 PVC

AT 1/4' PER 1' MIN.

INSTALL REDUCE PRESSURE

BACKFLOW PREVENTION PER

ISPWC AND CITY OF RIGGINS

SEE DETAIL SHEET 17

KEY NOTES:

IN EXISTING PANEL, PROVIDE (1) 60A, 2-POLE BREAKER.

PROVIDE 1" EMT CONDUIT, (3) #6 AWG AND (1) #10 AWG WIRES THROUGH EXISTING

BUILDING FROM NEW 60A BREAKER AS REQUIRED.

PROVIDE 85LF OF TRENCHING, 1" PVC CONDUIT, (3) #6AWG AND (1) #10 AWG WIRES.

FEED POWER INTO NEW PANEL A.

PROVIDE ELECTRICAL SYSTEM GROUND AT NEW BUILDING IN ACCORDANCE WITH

DETAIL ON SHEET 14. IN ACCORDANCE WITH NEC 250.32(8)(1) DO NOT BOND

NEUTRAL TO GROUND AT NEW BUILDING. SEE SHEET 10 FOR ELECTRICAL IN

PROPOSED BUILDING.

SANITARY SEWER CONNECTION

COORDINATE WITH PLUMBING DRAWINGS

INVERT ELEVATION DETERMINED

BY SEPTIC TANK INSTALLATION

INSTALL 1" STOP AND WASTE

MIN. 3' OUTSIDE OF BUILDING

SEE DETAIL, SHEET 13

25.1'

38.4'

25.5'

REMOVE & REPLACE

1 SIDEWALK PANEL IN

ACCORDANCE WITH

ISPWC SD 709

REMOVE & REPLACE

6" VERTICAL CURB & GUTTER

SEE DETAIL, SHEET 14

MD

MD

Sheet: 6 of 18

Drawn By:WEH

Designed By:WEH

Drawing Checked:DAJ

Design Checked:TBM

RIGGINS SCAT

BUILDING LAYOUT PLAN

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

Morrison

Maierle

1055 Mount Avenue Missoula, MT 59801

Phone: 406.542.8880 Fax: 406.542.4801

M

S F

A

R

C

O N

T R

A C

T

S

C A

T

M

A C

H I N

E

I N

S T

A L

L A

T I O

N A

C A

D S

H E

E T

S C

I V

I L

I L

D I N

G

L

A Y

O U

T

P

L A

N D

O

T T

T

O B

Y

M

C C

L U

E

O

N

M a r

GENERAL NOTES:

1. BUILDING FLOOR, WALLS AND ROOF TO BE PRE-FABRICATED CONCRETE AT SUPPLIER'S SITE AND SHIPPED TO THE SITE AS A FULLY CONSTRUCTED UNIT.

2. SUPPLIER TO PROVIDE CALCULATIONS AND SHOP DRAWINGS PRIOR TO FABRICATION THAT ARE STAMPED BY A P.E. IN THE STATE OF IDAHO.

3. BUILDING EXTERIOR ROOF FINISH SHALL BE CEDAR SHAKE STYLE. WALL FINISH SHALL BE BARNWOOD STYLE. COLORS SHALL BE JAVA BROWN. SEE SHEET

7 FOR DETAIL ON FINISH STYLE.

4. BUILDING INTERIOR FLOOR SHALL BE PAINTED LIGHT GRAY.

5. BUILDING INTERIOR SHALL BE INSULATED WITH 3 INCHES OF RIGID FOAM INSULATION COATED WITH FRP. SEE DETAIL, SHEET 15 FOR INSTALLATION.

6. CHAIN LINK SECURITY FENCE SHALL BE INSTALLED AT THE FRONT OF THE MACHINE. CONTRACTOR SHALL ENSURE THAT FENCE LOCATION ALLOWS FOR

UNINHIBITED USE OF MACHINE.

7. PREPARATION OF BUILDING PAD SHALL CONSIST OF CLEARING SITE AREA OF ALL ORGANIC MATERIAL INCLUDING VEGETATION, ROOTS, SURFACE DEBRIS, AND OTHER ORGANIC OR OBJECTIONAL MATERIAL. NATIVE SUBGRADE SHALL BE COMPACTED TO 95% OF MAX DENSITY AS DETERMINED BY ASTMD D698.

PLACE 6" OF 3/4" MINUS GRANULAR STRUCTURAL FILL, COMPACTED TO 95% OF MAX DENSITY AS DETERMINED BY ASTM D698. SURFACE OF FILL SHALL BE

SMOOTH AND LEVEL SO THAT BUILDING FLOOR PANEL IS UNIFORMLY SUPPORTED. FINAL FILL SURFACE IS TO BE INSPECTED AND APPROVED BY THE

ENGINEER PRIOR TO BUILDING PLACEMENT.

ELECTRICAL HEATER

EUH-1, SEE MECHANICAL

6" SQUARE BLOCK OUT FOR 4" OUTLET PIPE

BLOCK OUT FOR 3" FLOOR DRAIN

1' SQUARE BLOCK OUT FOR WATER

SERVICE AND SCAT MACHINE

SCAT MACHINE EXTENTS (TYP.)

MACHINE FURNISHED BY OWNER.

MECHANICALLY FASTEN TO BUILDING FLOOR.

ELECTRICAL PANEL, SEE ELECTRICAL

BLOCK OUT FOR ELECTRICAL

3' CLEAR SPACE (TYP,)

(2) 3' X 6'-8" INSULATED DOORS

COMMERCIAL GRADE STEEL, GALVANIZED

SINGLE LOCKING DOORS, DARK BROWN COLOR

ROOF OVERHANG (TYP.)

EDGE OF WALL (TYP.)

10'-0"11'-8"

17'-8"

14'-0"

5"

4'-3"

5'-8"

2'-6

3'-0"

3'-0"

CHAINLINK FENCE

INSTALL AT FRONT

OF MACHINE, SEE NOTE 6

2' - 8" WIDE LOCKING GATE

COMMERCIAL STAINLESS

STEEL SINK

SK-1, SEE MECHANICAL

16"X16" WALL MOUNTED EXHAUST FAN

EF-1, SEE MECHANICAL

18" X 24" LOUVER

L-1, SEE MECHANICAL

L-1

EUH-1

DAMPER (TYP.)

DAMPER (TYP.)

6"

1'-4"

9"

EF-1

INSTALL FENCE ABOVE SCAT MACHINE

DO NOT INHIBIT MACHINE OPERATION

FENCE POST CONNECTION

SEE DETAIL, SHEET 14

CENTERLINE OF

BUILDING (TYP.)

CENTERLINE OF

BUILDING (TYP.)

COMMERCIAL STAINLESS

STEEL SOAP DISPENSER

SK-1, SEE MECHANICAL

10" X 10" VENT,

V-1, SEE MECHANICAL

AND SHEET 7

FENCE POST CONNECTION

SEE DETAIL, SHEET 14

PRECAST CONCRETE BUILDING (TYP.)

Sheet: 7 of 18

Drawn By:WEH

Designed By:WEH

Drawing Checked:DAJ

Design Checked:TBM

RIGGINS SCAT

BUILDING ELEVATIONS

GENERAL NOTES:

1. BUILDING FLOOR, WALLS, AND ROOF TO BE PRE-FABRICATED CONCRETE AT SUPPLIER'S SITE AND SHIPPED TO THE SITE AS A FULLY CONSTRUCTED UNIT.

2. SUPPLIER TO PROVIDE CALCULATIONS AND SHOP DRAWINGS PRIOR TO FABRICATION THAT ARE STAMPED BY A P.E. IN THE STATE OF IDAHO.

3. BUILDING EXTERIOR ROOF FINISH SHALL BE CEDAR SHAKE STYLE. WALL FINISH SHALL BE BARNWOOD STYLE. COLORS SHALL BE JAVA BROWN.

4. BUILDING INTERIOR FLOOR SHALL BE PAINTED LIGHT GRAY.

5. BUILDING INTERIOR SHALL BE INSULATED WITH 3 INCHES OF RIGID FOAM INSULATED COATED WITH FRP. SEE DETAIL, SHEET 15 FOR INSTALLATION.

M

S F

A

R

C

O N

T R

A C

T

S

C A

T

M

A C

H I N

E

I N

S T

A L

L A

T I O

N A

C A

D S

H E

E T

S C

I V

I L

I L

D I N

G

E

L E

V A

T I O

N S

D

O

T T

W

Y A

T

M a r

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

Morrison

Maierle

1055 Mount Avenue Missoula, MT 59801

Phone: 406.542.8880 Fax: 406.542.4801

LEFT ELEVATION FRONT ELEVATION

REAR ELEVATIONRIGHT ELEVATION

6'-8"

5'-0"

2'-6

5'-8"

5"

1" BLOCKOUT FOR

ELECTRICAL

INSTALL UFER GROUND

IN CONCRETE FOUNDATION

1' BLOCKOUT FOR

WATER AND ELECTRICAL

8'-10"

6'-0"

BUILDING FLOOR PANEL

5" THICKNESS (TYP.)

7"

6'-8"

5'-0"

1" BLOCKOUT FOR

ELECTRICAL

(2) 3' X 6'-8" INSULATED DOORS

COMMERCIAL GRADE STEEL, GALVANIZED

SINGLE LOCKING DOORS, DARK BROWN COLOR

16" X 16" WALL MOUNTED EXHAUST FAN

CENTERED, EF-1

INSTALLED BY SUPPLIER

3'-0"

18" X 24" LOUVER, L-1

INSTALLED BY SUPPLIER

2" BLOCKOUT FOR

CLEANOUT

6'-5"

2'-0"

BARNWOOD STYLE

SIDING

CEDAR-SHAKE

STYLE ROOF

10" x 10" VENT, V-1

INSTALLED BY SUPPLIER

1'-10

1'-6"

4"

W S

W S

W S

W S

WSWSWSWSWSWSWS

Sheet: 8 of 18Drawn By:WEH Designed By:REB

Drawing Checked:DAJ Design Checked:EJW

RIGGINS SCAT

BUILDING PLUMBING PLAN

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801

M :\0

6\

- U

SF

S

YE

AR

C O

N

TR

AC

T\

SC

AT

M

AC

H

IN

E

IN

ST

AL

LA

TI

O N

\A C

AD

\S

H

EE

TS

\C

IV

IL

\8 B

U

IL

D

IN

G P

LU

M

BI

N

G P

LA

N

.D W

G P

LO

TT

ED

B

Y:

W

YA

TT

H

AT

C H

O N

M ar

/2 9/

1' BLOCK OUT FOR WATER SERVICE

AND SCAT MACHINE

SCAT MACHINE EXTENTS (TYP.)

MACHINE FURNISHED BY OWNER

2" FLOOR CLEANOUT

FCO

1" DOMESTIC COLD WATER UP/DN

2" VENT UP/DOWN

SURFACE MOUNTED TO

WALL THROUGH ROOF

6" BLOCK OUT FOR 4" OUTLET PIPE

2" FLOOR DRAIN

FD-1

1" DOMESTIC COLD WATER DOWN

4" SANITARY TO BE

CONTINUED BY CIVIL

1-1/2" VENT UP FROM

LAVATORY SURFACE

MOUNTED TO WALL

UP THROUGH ROOF

1/2" DOMESTIC COLD WATER

1/2" DOMESTIC COLD WATER

SURFACE MOUNTED TO WALL

4'-01 2"'

5'-11 2"'

2'-11"'

1'-1"'

CENTERLINE OF

BUILDING (TYP.)

CENTERLINE OF

BUILDING (TYP.)

1'-11 2"'

1'-0"'

REDUCED PRESSURE BACKFLOW PREVENTER

AND WATER RISER ASSEMBLY

SEE DETAIL, SHEET 17

STAINLESS STEEL COMMERCIAL SINK

AND SOAP DISPENSER, SK-1

2"'

WS WS WS

S

W S

W S

W S

W S

Sheet: 9 of 18Drawn By:WEH Designed By:REB

Drawing Checked:DAJ Design Checked:EJW

RIGGINS SCAT

UNDERSLAB PLUMBING PLAN

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801

M :\0

6\

- U

SF

S

YE

AR

C O

N

TR

AC

T\

SC

AT

M

AC

H

IN

E

IN

ST

AL

LA

TI

O N

\A C

AD

\S

H

EE

TS

\C

IV

IL

\9 U

N D

ER

SL

AB

P

LU

M

BI

N

G P

LA

N

.D W

G P

LO

TT

ED

B

Y:

W

YA

TT

H

AT

C H

O N

M ar

/2 9/

1' BLOCK OUT FOR WATER SERVICE

AND SCAT MACHINE

SCAT MACHINE EXTENTS (TYP.)

MACHINE FURNISHED BY OWNER

2" SANITARY UP TO LAVATORY

2" SANITARY UP TO

FLOOR CLEANOUT

1" DOMESTIC COLD WATER UP

TO SCAT UNIT IN 2" PVC SLEEVE

1" DOMESTIC COLD WATER

UP TO SERVICE RISER

2" VENT UP SURFACE

MOUNTED TO WALL

4" SANITARY UP

2" SANITARY UP

TO FLOOR DRAIN

1" DOMESTIC COLD WATER

UP TO SERVICE RISER

1" DOMESTIC COLD WATER

TO BE CONTINUED BY CIVIL

4" SANITARY TO BE

CONTINUED BY CIVIL

4" SANITARY UP

TO CLEANOUT

1'-1"'

1'-8"'

CENTERLINE OF

BUILDING (TYP.)

CENTERLINE OF

BUILDING (TYP.)

SEE SEWER SERVICE PROFILE DETAIL

SHEET 13

OS

OS

OS

OS

J

T

MD

MD

Sm

Sf

Sm

Sheet: 10 of 18Drawn By:WEH Designed By:GLS

Drawing Checked:DAJ Design Checked:ACB

RIGGINS SCAT

BUILDING ELECTRICAL PLAN

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801

M :\0

6\

- U

SF

S

YE

AR

C O

N

TR

AC

T\

SC

AT

M

AC

H

IN

E

IN

ST

AL

LA

TI

O N

\A C

AD

\S

H

EE

TS

\C

IV

IL

\1

BU

IL

D

IN

G E

LE

C

TR

IC

AL

P

LA

N

.D W

G P

LO

TT

ED

B

Y:

W

YA

TT

H

AT

C H

O N

M ar

/2 9/

KEY NOTES:

PROVIDE HUBBELL NO. 430R12W RECEPTACLE WITH HUBBELL NO. AB203055 BACK BOX WITH CLOSER PLUG AT UPPER KNOCKOUT. ROUTE CIRCUIT

UNDERSLAB AND UP THROUGH BLOCK OUT AT SCAT MACHINE USING 1" CONDUIT.

PROVIDE 3/4" CONDUIT BETWEEN THERMOSTAT, EXHAUST FAN AND DAMPER MOTORS. COORDINATE WITH MECHANICAL CONTRACTOR TO INSTALL

WIRES TO CONTROL FAN AND DAMPER.

1' BLOCK OUT FOR WATER SERVICE

AND SCAT MACHINE

SCAT MACHINE EXTENTS (TYP.)

MACHINE FURNISHED BY OWNER

ELECTRICAL PANEL, A

BLOCK OUT FOR ELECTRICAL

3' CLEAR SPACE (TYP,)

2'-61 4"

ELECTRICAL HEATER

EUH-1, SEE MECHANICAL

F1 A-1 A-1

A-1

F1

F1F1 A-13'-6"

2'-6"

1'-8"

1'-71

4" (TYP.)

2'-6"

A-1

E1

A-3 GFI

A-3

GFI

OS

M

Sm

J

OCCUPANCY SENSOR INTEGRAL WITH LIGHT FIXTURE

STRIP LIGHT FIXTURE

MOTOR

MANUAL MOTOR STARTER WITH THERMAL OVERLOADS

JUNCTION BOX

DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPT

WALL MOUNT LIGHT FIXTURE

TWO-POLE FUSTAT

100A, 120/240V, SINGLE-PHASE PANEL, 3-WIRE

MOTORIZED DAMPER

A-6, 8

A-2, 4

L-1

EUH-1

EF-1

A-5

A-5

16"X16" WALL MOUNTED EXHAUST FAN

EF-1, SEE MECHANICAL

18" X 24" LOUVER

L-1, SEE MECHANICAL

Sf

GFI

M

LEGEND

MD

CENTERLINE OF

BUILDING (TYP.)

CENTERLINE OF

BUILDING (TYP.)

1'-6"

NOTES:

1. SEE SHEETS 5, 6, 12, AND 14 FOR ADDITIONAL ELECTRICAL WORK.

INSTALL 48" ABOVE

FINISHED FLOOR

INSTALL 48" ABOVE

FINISHED FLOOR

Sheet: 11 of 18Drawn By:WEH Designed By:REB

Drawing Checked:DAJ Design Checked:EJW

RIGGINS SCAT

MECHANICAL SCHEDULE

M :\0

6\

- U

SF

S

YE

AR

C O

N

TR

AC

T\

SC

AT

M

AC

H

IN

E

IN

ST

AL

LA

TI

O N

\A C

AD

\S

H

EE

TS

\C

IV

IL

\1

M

EC

H

AN

IC

AL

S C

H

ED

U

LE

.D W

G P

LO

TT

ED

B

Y:

W

YA

TT

H

AT

C H

O N

M ar

/2 9/

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801

ELECTRIC UNIT HEATER SCHEDULE

MARK MANUFACTURER MODEL AIR FLOW (CFM) BTU/HR

ELECTRICAL DATA

REMARKS

VOLTAGE PHASE WATTS FAN MOTOR (HP)

EUH-1 REZNOR EGHB3 510 10,200 240V 1 PHASE 3,000 1/30 SEE NOTES

NOTES: PROVIDE UNIT WITH INTEGRAL THEMOSTAT, UNIT MOUNTED DISCONNECT, SINGLE POINT POWER CONNECTION AND ALL ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION.

EXHAUST FAN SCHEDULE

MARK MANUFACTURER MODEL TYPE CFM STATIC PRESSURE (in WC)

ELECTRICAL DATA

REMARKS

VOLTAGE PHASE FAN MOTOR (HP)

EF-1 COOK 12XW26D17EC DIRECT DRIVE DOWNBLAST 700 0.25 120V 1 PHASE 1/4 SEE NOTES

NOTES: PROVIDE WITH ON, OFF, AUTO CAPABLE THERMOSTATIC CONTROLLER, INTEGRAL DISCONNECT AND 120V CONTROL DAMPER.

LOUVER SCHEDULE

MARK MANUFACTURER MODEL TYPE CFM PRESSURE DROP (in WC) SIZE (H"XW") FREE AREA (SQ FT) MATERIAL REMARKS

L-1 RUSKIN ELF375DX STATIONARY LOUVER 700 0.06 18"X24" 1.34 ALUMINUM SEE NOTES

NOTES: PROVIDE WITH DRAINABLE BLADES, ALUMINUM BIRD SCREEN AND 120V CONTROL DAMPER TO BE INTERLOCKED WITH EXHAUST FAN.

PLUMBING FIXTURE SCHEDULE

MARK MANUFACTURER MODEL MATERIAL & FINISH

TRIM ROUGH IN SIZE

REMARKS

ITEM MANUF./ITEM # WASTE VENT COLD

FCO JR SMITH 4020 CAST IRON BODY / NICKEL BRONZE TOP N/A N/A 2" N/A N/A N/A

FD-1 JR SMITH 2005 CAST IRON BODY / NICKLE BRONZE

STRAINER N/A N/A 2" 2" N/A PROVIDE WITH TRAP PRIMER CONNECTION, MIFAB M-500 TRAP SEAL PRIME AND JR SMITH QUAD CLOSE

TRAP SEAL. INSTALL TRAP SEAL PRIMER IN ACCESSIBLE LOCATION.

SK-1 TABCO 7-PS-20NF STAINLESS STEEL FAUCET MOEN / 8884 2" 1-1/2" 1

2"

PROVIDE WITH TRUBRO LAV GUARD UNDERSINK PIPING COVERS, QUARTER TURN STOP VALVES,

CHROME P-TRAP, ARM CARRIER, AND BRADLEY MODEL 6562 SOAP DISPENSER.

VENT SCHEDULE

MARK MANUFACTURER MODEL TYPE SIZE (H"XW") MATERIAL REMARKS

V-1 KREUGER KREUGER S80 10"X10" STEEL SEE NOTES

NOTES: PROVIDE WITH BUG SCREEN AND OPPOSABLE BLADE DAMPERS.

Sheet: 12 of 18Drawn By:WEH Designed By:GLS

Drawing Checked:DAJ Design Checked:ACB

RIGGINS SCAT

ELECTRICAL SCHEDULE

M :\0

6\

- U

SF

S

YE

AR

C O

N

TR

AC

T\

SC

AT

M

AC

H

IN

E

IN

ST

AL

LA

TI

O N

\A C

AD

\S

H

EE

TS

\C

IV

IL

\1

EL

EC

TR

IC

AL

S

C H

ED

U

LE

.D

W G

P

LO

TT

ED

B Y:

W

YA

TT

H

AT

C

H O

N M ar /2

9/

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801

LUMINAIRE SCHEDULE

TYPE LAMPS VOLTS DESCRIPTIONS MANUFACTURER CATALOG NO. OR SERIES MOUNTING NOTES

E1 12W, 1400 LUMEN LED 120V 5,000K LED, FULL CUTOFF, DARK BRONZE WALL PACK WITH INTEGRAL PHOTOCELL LUMARK XTOR1B-PC1 WALL MOUNT AT 7' - 6" ABOVE FINISHED FLOOR

F1 34W, 3200 LUMEN LED 120V 4' LONG, WHITE, DAMP RATED, 4,000K LED INDUSTRIAL STRIP WITH FROSTED DIFFUSER AND PREWIRED 360-DEG LOW MOUNT MOTION SENSOR LITHONIA ZL1N-L-48-3000LM-FST-120-40K- 80CRI-LBOZU-WH SURFACE MOUNT TO UNDER SIDE OF ROOF

DECK

PANEL SCHEDULE

120/240V, 1Ph, 3W. 100A BUS 100A MAIN BREAKER SURFACE MOUNTED

CKT No. DESCRIPTION/LOCATION LOAD (VA) LOAD TYPE C.B. AMP C.B. POLE PHASE C.B. AMP C.B. POLE LOAD (VA) LOAD TYPE DESCRIPTION/LOCATION CKT No.

1 LIGHT FIXTURES 148 L 20 1 A 30 2 2,420 G SCAT MACHINE 2

3 RECEPTACLES 360 R 20 1 B - - 2,420 G SCAT MACHINE 4

5 EXHAUST FAN AND LOUVER ACTUATORS 720 M 20 1 A 20 2 1,500 H ELECTRIC HEATER 6

7 SPARE 20 1 B - - 1,500 H ELECTRIC HEATER 8

9 SPACE A SPACE 10

11 SPACE B SPACE 12

TOTAL CONNECTED LOAD: Ph A 4,788 VA 40A 10,000 A rms AVAILABLE FAULT DUTY

TOTAL CONNECTED LOAD: Ph B 4,280 VA 36A "MAXIMUM" PHASE CONNECTED LOAD: Ph A 4,788 VA TOTAL CONNECTED LOAD (2 X MAXIMUM): 9.6 KVA 39.9 AMPS TOTAL DEMAND LOAD: 9.1 KVA 37.9 AMPS

SOURCE = EXISTING PANEL IN EXISTING BUILDING

NOTES:

1. NEW PANEL TO BE SQUARE D No. QO112M100G WITH QOC12US COVER, LOCK KIT PK6FL AND

BREAKERS AS SHOWN (OR EQUIVALENT BY EATON OR ABB/GENERAL ELECTRIC).

CONNECTED LOADS SUBFED LOADS (S) TOTAL LOADS DEMAND FACTOR DEMAND LOAD

G GENERAL (NON-CONTINUOUS) 4,840 0 4,840 100% 4,840

L LIGHTING 148 0 148 125% 185

R RECEPTACLES - TO 10 KVA 360 0 360 100% 360

OVER 10 KVA

K KITCHEN 0 0 0 100% 0

H HEATING 3,000 3,000 100% 3,000

LM LARGEST MOTOR 720 0 720 100% 720

WH WATER HEATER 0 0 0 125% 0

C CONTINUOUS GENERAL LOAD 0 0 0 125% 0

U <USER DEFINED LOAD TYPE> 0 0 0 100% 0

DL DEMAND LOAD (WAREHOUSES/STORAGE) - TO 12.5KVA 0 0 0 100% 0

OVER 12.5 KVA 0 50% 0

TOTALS 9,068 VA 0 VA 9,068 VA 9,105 VA

PANEL A

4" PIPE

THREADED PLUG

FROST EXPANSION

SLEEVE

CLEANOUT PIPE

4" PVC

4" 45° BEND

4" WYE

CLEAN-OUT NOTES:

1) 4" CLEANOUT PER ISPWC SD-506A

2) PIPING SHALL BE SCH 40 PVC

3) ALL JOINTS SHALL BE SOLVENT WELDED

CO BOX SET

EJIW 1574A, OR EQUAL

CONCRETE PAD (6" THICK)

18" SQUARE

NOTE:

1. PIPE BEDDING MATERIAL PER GEOTECHNICAL REPORT AND ISPWC.

2. TRENCH DETAIL SHALL BE IN ACCORDANCE WITH ISPWC SD-301.

3. BACKFILL AND COMPACTION PER PROJECT SPECIFICATIONS AND

ISPWC.

TRACE WIRE SHALL BE

TAPED TO THE TOP

CENTER OF THE PIPE

SLOPING, BENCHING

AND/OR SUPPORT

SYSTEMS IN THIS

AREA TO CONFORM

TO O.S.H.A.

REGULATIONS

TRENCH BACKFILL

PLACED AND

COMPACTED AS

SPECIFIED

* BACK SLOPE TO

CONFORM TO

O.S.H.A.

REGULATIONS

6" MINIMUM OF PIPE

BEDDING MATERIAL

SHALL BE PLACED

AROUND AND ABOVE

THE PIPE. 4" MINIMUM

OR 14 OF PIPE O.D.

SHALL BE PLACED

BELOW THE PIPE.

TYPE 2 PIPE

BEDDING WHERE

REQUIRED FOR

SOFT OR UNSTABLE

FOUNDATION TRENCH WIDTH=O.D.

OF PIPE PLUS 2' MIN.

BEDDING MATERIAL

PLACED IN 6" LAYERS

& COMPACTED AS

SPECIFIED

* BACK SLOPE AS

SPECIFIED TO

CONFORM TO O.S.H.A.

REGULATIONS (TYPE

2 EXC.)

INSTALL

WARNING TAPE

18" MAX. DEPTH

SUBGRADE OR

GROUND

SURFACE

12"

WOVEN GALVANIZED WOVEN WIRE

1/2" SQUARE FOR SEPARATION

24"

8" CORRUGATED HDPE

SMOOTH INSIDE WALL PIPE

8" SOLID DROP IN GRATE

NYLOPLAST 0801 DI OR

APPROVED EQUAL

PE WATER MAIN OR SERVICE

SEE PLANS FOR SIZE

36" SQ.

DEPTH

SEE PLANS

MIRAFI 14 DN GEOTEXTILE FABRIC,

OR APPROVED EQUAL

1 1/2" WASHED DRAIN ROCK

6"

FORD BALL CURB STOP

VALVE WITH "STOP WASTE AND DRAIN"

SEE PLANS FOR SIZE, USE INSTA-TITE OR

COMPRESSION FITTING FOR PE PIPE

CONNECTION OR APPROVED EQUAL

NOTE:

1. BALL CURB STOP VALVES WITH STOP DRAIN AND WASTE PORT SHALL BE INSTALLED

ON ALL MAIN LINES AND SERVICE LINES TO BE WINTERIZED AS DEAD END LINE. VALVES

SHALL BE INSTALLED IN FLOW DIRECTION AS INDICATED ON VALVE BODY.

Sheet: 13 of 18Drawn By:WEH Designed By:WEH

Drawing Checked:DAJ Design Checked:TBM

RIGGINS SCAT

DETAILS

NOTES:

1. SEWER MANHOLES SHALL MEET IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION SD-501 AND SD-507.

2. FALL ACROSS MANHOLE SHALL BE ONE-TENTH (1/10') OF A FOOT FALL, UNLESS THE FLOW CHANGES DIRECTION MORE THAN FORTY-FIVE (45°) DEGREES, THEN THE FALL SHALL BE TWO-TENTHS (2/10') OF A FOOT FALL OR

GREATER.

3. STAINLESS STEEL REPAIR CLAMP FORD METER BRASS COMPANY FS1 OR APPROVED EQUAL.

M :\0

6\

- U

SF

S

YE

AR

C O

N

TR

AC

T\

SC

AT

M

AC

H

IN

E

IN

ST

AL

LA

TI

O N

\A C

AD

\S

H

EE

TS

\C

IV

IL

\1

D

ET

AI

LS

.D W

G P

LO

TT

ED

B

Y:

W

YA

TT

H

AT

C H

O N

M ar

/2 9/

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801

CLEARING LIMITS

9.0 FT WIDTH

FILL SLOPE

1.5:1 (MAX)

PREPARED

SUBGRADE 4" NEW 3/4" MINUS GRAVEL SURFACE

PROFILE GRADE

C/L

3% MIN.

CUT SLOPE1.5:1 (MAX)

9.0 FT WIDTH

8" (2:1)

8" (2:1)

TYPICAL CROSS SLOPE ROAD CROSS SECTION

SCALE: N.T.S.

6" NEW 3" MINUS SUB-BASE SURFACE

NOTE:

1. ROADWAY AGGREGATE SHALL BE COMPACTED TO 95% DENSITY PER AASHTO T99 AND THE PROJECT SPECIFICATIONS.

CLEANOUT DETAIL

SCALE: N.T.S.

90° BEND

1"'

2"'

4" SCH 40 PVC

GAS TRAP

SEWER CLEANOUT

INSTALLED WITHIN 3' OF BUILDING

SEE DETAIL THIS SHEET

FINISHED GROUND

FLOOR SLAB

SEWER SERVICE PROFILE DETAIL

SCALE: N.T.S.

4" PROPOSED SCH 40 PVC

SEWER SERVICE

EXISTING 8" PVC

SEWER MAIN

EXISTING 8" PVC

SEWER MAIN

STAINLESS STEEL

REPAIR CLAMP

(TYP.)

4' DIA. SANITARY SEWER MANHOLE

8" X 4" REDUCER

SEWER MANHOLE DETAIL

SCALE: N.T.S.

TRENCH DETAIL

SCALE: N.T.S.

3' MIN. (TYP.)

2" SCH 40 PVC

90° BEND

8" PROPOSED SDR 35 PVC

STUBOUT

STOP AND WASTE DETAIL

SCALE: N.T.S.

ACCESS LID

FLOW

FLOW

4" X 4" X 2"

SANITARY TEE

4" NEW 3/4" MINUS GRAVEL SURFACE

6" EXISTING SUB-BASE SURFACE

NEW ROADWAYEXISTING ROADWAY

STEP (TYP.)

EXISTING TOP BACK OF CURB (TYP.)

EXISTING CURB FLOWLINE (TYP.)

8" SDR 35 PVC (TYP.)

4" VENTED TEE

57" 55"

LIQUID LEVEL

6" MIN

7" MIN

24" ACCESS RISER WITH DARK GREEN

HDPE LID SECURED TO RISER WITH SST SCREWS

INSTALL SAFETY BASKETS AT EACH RISER

SLOPE AWAY FROM TANK (TYP.)

4" PVC

WITH 3/16" STAINLESS

STEEL SCREEN

PVC RISER WITH GROMMET(S)

(BOND AND SEAL TO TANK)

N G

PANEL A

UFER GND

METAL

UNDERGROUND

WATER SERVICE

10'

GND RODS

INCOMING SERVICE NEUT AND

EQ GND CONDUCTORS

FLOOR SLAB

FOUNDATION

WALL

FOOTING

REBAR (TYP)

GROUNDING CONDUCTOR:

TIE TO A MIN. 20FT, #5 A36 ROD OR

20' #4 BARE CU CONDUCTOR.

JOIN BY EXOTHERMIC WELDING

PROCESS. LOCATE BELOW

SERVICE ENTRANCE MAIN

DISCONNECT. WIRE TIE TO

STRUCT'L REBAR IN FOOTING.

#6 CU

DO NOT BOND NEUTRAL TO GND

AT THIS LOCATION.

#8 CU

SCAT

ACCESS

Sheet: 14 of 18Drawn By:WEH Designed By:WEH

Drawing Checked:DAJ Design Checked:TBM

RIGGINS SCAT

DETAILS

M :\0

6\

- U

SF

S

YE

AR

C O

N

TR

AC

T\

SC

AT

M

AC

H

IN

E

IN

ST

AL

LA

TI

O N

\A C

AD

\S

H

EE

TS

\C

IV

IL

\1

D

ET

AI

LS

.D W

G P

LO

TT

ED

B

Y:

W

YA

TT

H

AT

C H

O N

M ar

/2 9/

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801

1,500 GALLON SEPTIC TANK DETAIL

SCALE: N.T.S.

GROUNDING AND BONDING RISER DIAGRAM

SCALE: N.T.S.

NOTES:

1. SEPTIC TANK SHALL BE PRE-CAST CONCRETE, MONOLOTHIC WATERTIGHT TANK, OR APPROVED EQUAL.

R=1/2" R=1"

R=1/2"

AGGREGATE BASE

R=3-1/2" ± 1/2"

2'

6" 1'-6"

4 1/2"

6"

2"

6"

1'-0 1/2"

5 3/4"

4"

NOTES:

1. CURB SHALL MEET THE REQUIREMENTS FOR ISPWC SD 701.

2. BASE SHALL BE 4" COMPACTED DEPTH OF 3/4" MINUS CRUSHED AGGREGATE

BASE MATERIAL. COMPACTED TO 95% DENSITY OF STANDARD PROCTOR, UNLESS

OTHERWISE STATED.

3. CURB SHALL BE CONTINUOUS PLACEMENT WITH SCORE INTERVALS AT 10'

MAXIMUM SPACING (OR CONSISTENT WITH 2X SIDEWALK WIDTH FOR SCORE

SPACING).

4. IF EXISTING CURB TYPE VARIES, NOTIFY ENGINEER IMMEDIATELY.

STANDARD CURB DETAIL

SCALE: N.T.S.

R=1/2" R=1" 6"

18"

8"

VERTICAL CURB DETAIL

SCALE: N.T.S.

FINISHED GROUND

NOTES:

1. CURB SHALL MEET THE REQUIREMENTS FOR ISPWC SD

701A.

2. CURB SHALL BE CONTINUOUS PLACEMENT WITH

SCORE INTERVALS AT 8' MINIMUM SPACING.

2-1/2" 12 GUAGE

TELEPSAR(R)

PERFORATED STEEL

SQUARE TUBING

SIGN POST OR

APPROVED EQUAL

7.00'

MIN. 6" COVER

INSERT SIGN POST 18"

INTO ANCHOR SLEEVE

3"X3"X18" LONG 7 GUAGE

NON-PERFORATED STEEL

SQUARE TUBING ANCHOR

SLEEVE

TAPE BOTTOM OF ANCHOR

SLEEVE TO KEEP FREE OF

CONCRETE MATERIAL

COMPACT TO 95%

COMPACTION

FASTEN SIGN POST INTO

ANCHOR SLEEVE USING 5/16" DIA.

BY 3.5" LONG, GRADE 2 MINIMUM

BOLT WITH WASHER ON EACH SIDE

AND NYLOCK NUT ANCHOR SLEEVE

SHALL BE DRILLED THROUGH FOR

BOLT CONNECTION TO SIGN POST

BOTTOM EDGE OF

MOUNTED SIGN

SIGN BASE DETAIL

SCALE: N.T.S.

NOTES:

1. CUSTOM SIGN SHALL BE GALVANIZED ALUMINUM, BROWN WITH WHITE

OUTLINE.

2. SIGNS SHALL BE IN ACCORDANCE WITH THE UNITED STATES

DEPARTMENT OF AGRICULTURE, MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES (MUTCD), AND CITY OF RIGGINS STANDARDS.

SIGNS DETAIL

SCALE: N.T.S.

CUSTOM SIGN DETAIL

SCALE: N.T.S.

24"

30"

Sheet: 15 of 18

Drawn By:WEH

Designed By:WEH

Drawing Checked:DAJ

Design Checked:TBM

RIGGINS SCAT

DETAILS

M

S F

A

R

C

O N

T R

A C

T

S

C A

T

M

A C

H I N

E

I N

S T

A L

L A

T I O

N A

C A

D S

H E

E T

S C

I V

I L

D

E T

A I L

S D

O

T T

T

O B

Y

M

C C

L U

E

O

N

M a r

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

Morrison

Maierle

1055 Mount Avenue Missoula, MT 59801

Phone: 406.542.8880 Fax: 406.542.4801

FIBERGLASS REINFORCED

(FRP) PANEL

4-1/2" PLASTIC MASONRY FASTENER

RIGID FOAM INSULATION

CONCRETE WALL

NOTES:

1. RIGID FOAM INSULATION SHALL HAVE R-VALUE OF 4 PER INCH MIN.

2. RIGID FOAM INSULATION SHALL BE OWENS CORNING FORMULAR

250 OR APPROVED EQUAL.

3. FRP PANEL SHALL BE SMOOTH AND THE COLOR WHITE.

4. FRP PANEL SHALL BE INSTALLED WITH FRP ADHESIVE AND DRIVEN

RIVETS.

BUILDING INSULATION DETAIL

SCALE: N.T.S.

2'-3/8" POST

1/4" GALVANIZED STEEL PLATE

NOTES:

1. POST SHALL BE WELDED TO PLATE WITH 1/8" MIN. WELD.

2. ANCHOR PLATE TO CONCRETE SLAB WITH TITEN MASONRY SCREW

OR APPROVED EQUAL TO 2" EMBED.

1/4" MASONRY SCREW (TYP.)

5"

1"

1"

8"

4"

FENCE POST PLATE CONNECTION DETAIL

SCALE: N.T.S.

3"5"

FIBERGLASS REINFORCED

(FRP) PANEL

CONCRETE WALL

RIGID FOAM INSULATION

1/2" DOMESTIC COLD WATER LINE

SURFACE MOUNTED TO WALL

ROUTER FOAM INSULATION

FOR 1/2" DOMESTIC COLD

WATER LINE

2-3/8" FENCE POST

9 GAUGE, GALVANIZED

3" FENCE POST

9 GAUGE, GALVANIZED

INTERIOR ROOF LINE (TYP.)

1/4" GALVANIZED STEEL PLATE

SEE FENCE POST PLATE

CONNECTION DETAIL,THIS SHEET

6"

SEE ROOF FENCE POST

CONNECTION DETAIL, THIS SHEET

SCAT MACHINE (TYP.)

SEE FENCE POST PLATE

CONNECTION DETAIL, THIS SHEET

3" MAXIMUM GAP

3" MAXIMUM GAP (TYP.)

2" X 1/4" GALVANIZED STEEL ANGLE

IRON DRILLED AND EPOXIED

TO BOTH WALLS.

FAUCET

SINK

FIBERGLASS REINFORCED

(FRP) PANEL

CONCRETE WALL

RIGID FOAM INSULATION

1" GAP MAX.

5" GAP MAX.

WATER LINE MOUNTING DETAIL

SCALE: N.T.S.

ROOF FENCE POST CONNECTION DETAIL

SCALE: N.T.S.

CHAIN LINK FENCE SECTION DETAIL

SCALE: N.T.S.

NOTES:

1. RIGID FOAM INSULATION SHALL BE NEAT CUT IN A STRAIGHT LINE.

2. INSULATION BLOCKOUT SHALL BE MAXIMUM 1" SPACING SIDE TO SIDE TO

ALLOW FIXTURE TO BE MOUNTED TO CONCRETE WALL.

FIXTURE BLOCKOUT DETAIL

SCALE: N.T.S.

GATE WITH (3) HINGES AND

LOCKING LATCH

TENSION WIRE ALONG CEILING

CENTER CONNECTION FOR

TENSION WIRE SIMILAR TO POST

CONNECTION

CROSS MEMBERS AS SHOWN

(TYP.)

NOTES:

1. UTILIZE GALVANIZED FENCE HARDWARE AT UNSPECIFIED LOCATIONS.

2. SET HINGES SO GATE CAN NOT BE LIFTED FROM HINGES.

3. CONSTRUCT IN A FASHION TO LIMIT PUBLIC ABILITY TO DECONSTRUCT.

ADMIN

ONLY

Sheet: 16 of 18

Drawn By:WEH

Designed By:WEH

Drawing Checked:DAJ

Design Checked:TBM

RIGGINS SCAT

GATE DETAILS

M

S F

A

R

C

O N

T R

A C

T

S

C A

T

M

A C

H I N

E

I N

S T

A L

L A

T I O

N A

C A

D S

H E

E T

S C

I V

I L

G

A T

E

D

E T

A I L

S D

O

T T

W

Y A

T

M a r

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

Morrison

Maierle

1055 Mount Avenue Missoula, MT 59801

Phone: 406.542.8880 Fax: 406.542.4801

2"

4-1/16"

7"

1-3/16"

5"

2-5/16"

2-5/16"

1"

1-1/2"

2-1/4" (TYP)

3-1/2"

1" (TYP)

2"

1/4"

9-1/2"

2-1/2" 2"5"

5"

3-1/2"

2" 5"

9-1/2"

5"

2-1/2"

2-1/2"

14.00'

3'-0" 3'-0" 3'-0"

10" MIN. 10" MIN.

6'-0"

8'-0"

2'-10" MIN.

3'-6 1/4"

3'-0 1/4"

6"

8"

3"

6"

10"

8"

1'-4 1/2"

3-3/4" Ø HOLE

1/8"

1/8"

1/4" STEEL PLATE

(ROUND OFF CORNERS)

3-3/4" Ø HOLE

1/4" X 3" X 3"

STEEL STIFFENER

PLATE

1/4" STEEL PLATE

(ROUND OFF CORNERS)

1/8"

1/8"

MASTER LOCKING PIN

MULTIPLE LOCKING PINS:

FABRICATE WITH 1/4" STEEL

BARS (TYP.)

1-3/4" X 1-3/4" X 3/16"

ANGLE, 3'-3" LONG (TYP.)

24" X 24" X 1/4"

STEEL PLATE

3" Ø STANDARD WEIGHT

STEEL PIPE (TYP.)

DRILL 1/2" Ø HOLE

IN CENTER

LOCKING POST

1/4" PLATE STEEL

(ROUND OFF CORNERS)

3/8" X 1-3/4" SLOT

3/8" X 3" SLOT

1/4" X 13" Ø

STEEL PLATE

1/4"

1/4"

3"

TACK WELD CAP

AFTER INSTALLATION

OF GATE ARMS

SET TOP OF PIPE 3'-9"

ABOVE ℄ OF ROAD

1/4" X 3" X 3"

STEEL STIFFENER

PLATE

2" X 2" X 1/8"

STRUCTURAL STEEL

TUBING

TYPE 2 OBJECT

MARKER EACH

SIDE OF POST

DRILL 1/4" Ø HOLE

#4 REINFORCING BAR

10" LONG (TYP.)

2 REQUIRED

3" Ø STANDARD

WEIGHT STEEL PIPE

3/8" X 5" X 5"

STEEL PLATE

ROADWAY SURFACE

CONCRETE

TAMP BACKFILL

TWO SETS OF 7/16" HOLES 90°

TO EACH OTHER, SO THAT THE

POST CAN BE USED FOR A

SINGLE LANE ROAD OR LOCKING

GATE IN THE OPEN POSITION

12" I.D. PIPE (TYP.)

TYPE 2 OBJECT MARKER

EACH SIDE OF POST

SET TOP OF LOCKING

POSTS LEVEL WITH BOTTOM

GATE EXTENSION

TRAVEL RESTRICTION SIGN

SEE NOTE 4, THIS SHEET

TYPE 1 BARRICADE MARKER, RED ON WHITE

(12" X 36") 2 EACH SIDE OF GATE, 4 TOTAL

1/8"

3/16"

1/4"

1/4"

1/4"

1/8"

3/16"

3/16"

3" X 3" X 3/16"

LONG STRUCTURAL STEEL

TUBING (GATE ARM)

SCALE:

NONE

DETAIL

SCALE:

NONE

DETAIL

SCALE:

NONE

DETAIL

SCALE:

NONE

DETAIL

SCALE:

NONE

DETAIL

SCALE:

NONE

DETAIL

LOCKING POST DETAIL

SCALE: N.T.S.

HINGE POST DETAIL

SCALE: N.T.S.

POST ANCHORING

METHOD 1

POST ANCHORING

METHOD 2

NOTES:

1. GATE COLOR SHALL BE DARK BROWN.

2. BARRICADE MARKERS SHALL BE CENTERED ON GATE ARM.

3. BACK SIDE OF BARRICADE MARKERS SHALL INCLUDE RED AND WHITE STRIPES SLANTED THE

SAME DIRECTION AS THE FRONT SIGN.

4. TRAVEL RESTRICTION SIGN SHALL BE REFLECTIVE WITH WHITE LEGEND AND BORDER ON

BROWN BACKGROUND, 16 X 36", ALL LETTERS ARE SERIES C, 4" STANDARD ALPHABET

NUMERAL SERIES FOR SIGN USAGE. (REF. SEC 2A MUTCD).

5. CONCRETE MAY BE CAST-IN-PLACE OR PRECAST ON POST.

6. EITHER POST ANCHORING METHOD 1 OR METHOD 2 ARE PERMITTED.

7. LOCKING POST SHALL BE INSTALLED TO ALLOW GATE TO BE LOCKED IN THE OPEN POSITION.

BUILDING WALL

TRANSITION EXTERIOR PIPE

MATERIAL

TO INDOOR PIPE MATERIAL AT

1'-0" A.F.F.

FOUNDATION SLAB

1" WATER SERVICE, SEE SITE UTILITY PLAN FOR CONTINUATION

REDUCED PRESSURE BACKFLOW PREVENTOR

STRAINER

BALL VALVE - TYP.

WATER METER

PRESSURE GAUGE - TYP.

NOTE:

1. REMOTE WATER METER READER(S) LOCATED AS DIRECTED BY UTILITY.

2. BACKFLOW PREVENTION SHALL BE IN ACCORDANCE WITH ISPWC.

3. UTILIZE UNI-STRUT BRACING IN A MINIMUM 6 LOCATIONS TO BRACE TO WALL.

PRESSURE REDUCING VALVE - SET TO 70 PSI (MAX)

BYPASS WITH

LOCKING HANDLE

PIPE AIR GAP TO FLOOR DRAIN

PROVIDE PENETRATION SEALING

HOSE BIB

HOSE BIB

HOSE BIB

LOUVER

WALL SUPPORT BRACKET

TRANSITION TO DAMPER SLEEVE

WALL COLLAR

MOTOR GUARD

EXH. FAN

CONTROL DAMPER

SUPPORT WITH STEEL ANGLE AS

NEEDED

BIRD SCREEN

CAULK

MOTORIZED DAMPER 2-POSITION

INTERLOCK WITH EXHAUST FAN

SHEET METAL SLEEVE

TILT DUCT AND MOTORIZED DAMPER SLIGHTLY FOR DRAINAGE

SILL EXTENSION

EXTRUDED ALUM. OR GALV. STEEL

LOUVER (SEE SPECIFICATIONS)

BUILDING WALL

HEAD SECTION (JAMB SIMILAR) ANCHOR SECURELY TO WALL

CONSTRUCTION

CAULK ALL AROUND TO MAKE WEATHER

TIGHT

1"

A

I

R

F

L

O

W

WALL / CEILING HANGER

WELDED STEEL CABINET

ADJUSTABLE

LOUVER

ELECTRIC UNIT HEATER IS TO BE MOUNTED NO HIGHER

THAN 10'

Sheet: 17 of 18

Drawn By:WEH

Designed By:REB

Drawing Checked:DAJ

Design Checked:EJW

RIGGINS SCAT

MECHANICAL DETAILS

M

S F

A

R

C

O N

T R

A C

T

S

C A

T

M

A C

H I N

E

I N

S T

A L

L A

T I O

N A

C A

D S

H E

E T

S C

I V

I L

M

E C

H A

N I C

T

A I L

S D

O

T T

T

O B

Y

M

C C

L U

E

O

N

M a r

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

Morrison

Maierle

1055 Mount Avenue Missoula, MT 59801

Phone: 406.542.8880 Fax: 406.542.4801

WATER SERVICE RISER DETAIL

SCALE: N.T.S.

WALL MOUNTED FAN DETAIL

SCALE: N.T.S.

ELECTRIC UNIT HEATER DETAIL

SCALE: N.T.S.

LOUVER DETAIL

SCALE: N.T.S.

S

S

W V

O O

O O

O

O

O

O

O

O

O

S

S

S

S

S

S

S

S

S

S

S

S

W

I

W V

I

W

W S

W S

W

SW

W

W

W

W

W

W

W

W

W S

W S

W S

WS

WS

WS

WS

WS

WS

WS

WS

R=28.00

R=47.50

R=42.00

R=30.00

PT

N=19956.4855 E=40084.9879

PC

N=19985.0226 E=40122.3669

MATCH POINT

N=20060.1364 E=40122.8782

PT

N=20065.3318 E=40069.5833

PC

N=20063.7694 E=40064.1162

PT

N=20003.6959 E=40027.3905

PT

N=19970.7926 E=40074.0651

PC

N=19999.3297 E=40111.4441

PT

N=20051.1418 E=40085.4367

PC

N=20050.1390 E=40081.9275

PT

N=20001.6181

E=40052.2644PC

N=19973.4317 E=40057.8312

MATCH POINT

N=19914.7685 E=40081.8481

MATCH POINT

N=19892.5670 E=40049.3381

PT

N=19948.4026 E=40053.7614

PC

N=19947.4688 E=40057.9251

CONTROL POINT TABLE

POINT #

DESCRIPTION

RPC

RPC

RPC

NORTHING

20000.0000

20174.7691

19783.4529

EASTING

40000.0000

40211.7352

40051.8834

ELEVATION

1808.278

1798.589

1803.415

Sheet: 18 of 18Drawn By:TMH Designed By:TBM

Drawing Checked:TBM Design Checked:DAJ

RIGGINS SCAT

CONSTRUCTION COORDINATES

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801

M :\0

6\

- U

SF

S

YE

AR

C O

N

TR

AC

T\

SC

AT

M

AC

H

IN

E

IN

ST

AL

LA

TI

O N

\A C

AD

\S

H

EE

TS

\C

IV

IL

\1

C O

N

ST

R U

C

TI

O N

C O

O R

D

IN

AT

ES

.D W

G P

LO

TT

ED

B

Y:

W

YA

TT

H

AT

C H

O N

M ar

/2 9/

SCALE IN FEET

30150

HORIZONTAL SCALE

EXISTING SHOP

SEWER MANHOLE

N=19978.6665 E=40153.6993

BLDG. CORNER

N=19990.3360 E=40054.4926

BLDG. CORNER

N=19978.5630 E=40056.8177

BLDG. CORNER

N=19994.2120 E40074.1157

BLDG. CORNER

N=19982.439 E=40076.4407

NOTES:

1. ALL COORDINATES PROVIDED ON THIS SHEET ARE TO EDGE OF GRAVEL, UNLESS

NOTED OTHERWISE.

BASIS OF BEARING

BEARINGS ARE STATE PLANE GRID, DERIVED FROM GPS

OBSERVATIONS WITH SURVEY-GRADE RECEIVERS AND

REFERENCED TO THE IDAHO COORDINATE SYSTEM, SINGLE ZONE,

NAD 83 (CORS). COORDINATES AND DISTANCES ARE

TRANSFORMED TO GROUND AT CONTROL POINT NO. 1.

HORIZONTAL UNITS ARE US SURVEY FEET. COMBINED SCALE

FACTOR FOR THIS PROJECT IS 0.999287460.

VERTICAL DATUM

ELEVATIONS ARE NAVD88, BASED ON AN NGS OPUS SOLUTION

USING GEOID 12B. VERTICAL UNITS ARE US SURVEY FEET. NOTE: RPC IS A RED PLASTIC CAP ON 58" X 24" REBAR