CIVIL PLANS COVER PAGE...M P S82 52' 14"W 617.51' S53 34' 12"E 965.67' N5 25' 45"W 457.50' N31 51'...

M

P

S82° 52' 14"W 617.51'

S53° 34' 12"E 965.67'

N5°

25'

45"

W

457.

50'

N31° 51' 13"W 229.15'

GENERATOR

SEPTIC TANK

SEPTIC DRAINFIELD &REPLACEMENT AREA

WETLAND

WETLAND

GR

AV

DW

Y

GR

AV

DW

Y

EXISTING CONCRETE

SLAB TO REMAIN

(E) DIRT/GRAV ROAD

(E) D

IRT/G

RA

VR

OA

D

SALT CREEK ROAD

ANIM

ALPEN

GRASSFIELD

STATE HIGHWAY 22

DWY

WETLAND

WETLAND

PROPOSED

BUILDING

FIN. FL. 220.00

WETLAND

ASPHALT DRIVEWAY

TRANSFORMER

CONCRETEPAVING

FIRE FIGHTING SUPPLYWATER TANKS PROPANE TANK

INFILTRATION / DETENTION

POND

C-001

CIVIL COVERPAGE ANDLEGEND

PROPOSED CIVIL LEGEND

GRADE

PIPE DIAMETERFLOW DIRECTION

UTILITY TYPE

3" W

168

SLOPE

MATERIAL

100 LF PVC S=0.02

LENGTH

8" SSV

C.O.

D

S

PROPOSED UTILITY LINE

PROPERTY LINE

CENTER LINE

EXISTING CONTOUR LINE

CONCRETE CURB

PROPOSED FENCE

EASEMENT LINE

WATER METER

CATCH BASIN

SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

JUNCTION BOX

FIRE HYDRANT

VALVE

CLEAN OUT

PROPOSED GRADE

SLOPE ARROW FROMHIGH TO LOW

SEDIMENT FENCE

PROPOSED SIDEWALK

TRANSFORMER

LP

LC

168 PROPOSED CONTOUR LINE

8" SD EXISTING UTILITY LINETO BE REMOVED

DOUBLE CHECK DETECTORASSEMBLY VAULT

FIRE DEPARTMENTCONNECTION, F.D.C.

DF C

PROPOSED CONCRETE PAVING

PROPOSED ASPHALT PAVINGOR FULL REPLACEMENT

EXISTING GRAVEL DRIVEWAYOR PARKING

T.B.

DITCH / SWALE FLOW LINE

EXISTING GRADE

DITCH OR SWALE FLOW LINE

LANDSCAPING BY OTHERS

BLOW-OFF ASSEMBLYWITH TIE BACKS

THRUST BLOCK

PROPOSED BUILDING

FG###.##

PROPOSED GRAVEL DRIVEWAYOR PARKING

PROPOSED

BACKFLOW ASSEMBLY VAULT

M

MATERIALAC ASPHALTIC CONCRETEDI DUCTILE IRONPVC POLYVINYL CHLORIDECHDPE HIGH DENSITY POLYETHYLENECDB CONTROLLED DENSITY BACKFILLC, CONC CONCRETECI CAST IRONGR GRAVELRT REINFORCED TURF

UTILITYSS SANITARY SEWERSD STORM DRAINSEP SEPTIC TANKJB JUNCTION BOXCO CLEAN OUTG GASGEN GENERATORW WATERUPWR UNDER GROUND POWEROH PWR OVER HEAD POWERTEL TELECOMMUNICATIONSFS FIRE SERVICEFDC FIRE DEPARTMENT CONNECTIONFD FOOTING DRAINFO FIBER OPTICSOH OVERHEADPWDS PUBLIC WORKS DESIGN STANDARDSUPC UNIFORM PLUMBING CODEFRAN FRANCHISE UTILITIES

GENERALASSY ASSEMBLYBO BLOW OFFCB CATCH BASIN

CENTER LINEEP EDGE OF PAVEMENTELEV ELEVATION(E) OR EX EXISTINGFF FINISH FLOORFG FINISH GRADEHYD FIRE HYDRANTGV GATE VALVEINV INVERTMH MAN HOLEM METER, MAINPP POWER POLE

PROPERTY LINEROW RIGHT-OF-WAYSTD STANDARDSVC SERVICETC TOP OF CURBTYP TYPICALEG EDGE OF GRAVELEC EDGE OF CONCRETEBFV BUTTERFLY VALVEPUE PUBLIC UTILITY EASEMENTTW TOP OF WALLG, GUT GUTTER(N) NEWDS DOWNSPOUTFD FLOOR DRAINRB REMOVABLE BOLLARD

ABBREVIATIONS

LP

LC

VIEW OF ELEVATIONSHEET NUMBER WHERE DRAWN

SECTION INDICATOR

SECTION NUMBERSHEET NUMBER WHERE DRAWN

DETAIL INDICATOR

DETAIL NUMBERSHEET NUMBER WHERE DRAWN

KEYED CONSTRUCTION NOTE#

WORKPOINT

ELEVATION INDICATOR

DRAWING NAME

SCALE

NORTH ARROW

GRID TAGNUMBERS VERTICALLETTERS HORIZONTALA

1

REVISION CLOUD & NUMBER

SCALE BAR

#

VIEW NAME1/2" = 1'-0"

1" 2"0"

0' 4' 8'1' 2'

14"

W.P.

SYMBOLS

CIVIL KEY PLAN1" = 60'

(PLAN IS TO SCALE IF BAR MEASURES 2")

120'

1" 2"0"

0' 60'

EROSION CONTROL

CIVIL PLANS COVER PAGESW POLK FIRE DISTRICT - SALT CREEK STATION

OH LINES OH LINES OH LINES OH LINES

PH PH PH PH PH PH PH

SD SD SD SD SD SD SD

W W W W W W W W

CIVIL

INDEX OF DRAWINGSEXISTING CONDITIONS LEGENDC-001 CIVIL COVER PAGE AND LEGEND

C-002 CIVIL GENERAL NOTES

C-101 OVERALL CIVIL SITE PLAN

C-102 CIVIL DEMOLITION PLAN

C-103 OVERALL GRADING PLAN

C-104 BUILDING GRADING PLAN

C-105 OVERALL UTILITY PLAN

C-106 BUILDING UTILITY PLAN

C-107 WEST DRIVEWAY PLAN & PROFILE

C-201 SECTION VIEWS

C-202 ENLARGED PLANS AND SECTIONS

C-301 TYPICAL ROAD SECTIONS

C-302 ROAD STATION SECTIONS

C-501 DETAILS

C-502 DETAILS

C-503 FIRE SUPPLY WATER TANK DETAILS

C-504 DETAILS

C-511 OREGON STANDARD DETAILS

EC-001 EROSION CONTROL LEGEND & KEY PLAN

EC-002 STANDARD EROSION CONTROL NOTES

EC-101 EROSION CONTROL PLAN

EC-501 OREGON STANDARD DETAILS

WETLAND BOUNDARY

50' NATURAL BUFFERZONE BOUNDARY

WETLAND AREA

NATURAL BUFFER ZONE

1375

Lib

erty

St.

SE

, Sal

em, O

rego

n 97

302

Voi

ce 5

03.3

64.8

207

Fax

503.

364.

0735

ww

w.L

ocke

Eng

inee

rs.c

omJ.

O. 1

8050

-1,2

03-0

4-20

20-1

0:22

AM

L:\2

018\

1805

0-1

SW

Pol

k R

ural

Fire

Dis

trict

- S

alt C

reek

Sta

tion\

Civ

il\18

050-

1 C

IVIL

Pla

ns.d

wg

sheet:

of:

Carlson Veit Junge Architects PCcopyright c

project:dwg file:designed by:checked by:

date:

revisions:

cons

ulta

nts:

proj

ect:

2020

2-12-202007018

CF, GLGL

SW

PO

LK F

IRE

DIS

TRIC

TS

ALT

CR

EE

K S

TATI

ON

1545

5 S

ALT

CR

EE

K R

OA

DD

ALL

AS

, OR

973

38

SEE OVERALL CIVIL SITE PLAN C-101SEE OVERALL DEMOLITION PLAN C-102

SEE OVERALL GRADING PLAN C-103SEE OVERALL UTILITY PLAN C-105

SEE BUILDING GRADING PLAN C-104SEE BUILDING UTILITY PLAN C-106

SEE WEST DRIVEWAYPLAN & PROFILE C-107

03-04-2020ADDENDUM 1

1

1

1

M

7

C

SD

P

S82° 52' 14"W 617.51'

S53° 34' 12"E 965.67'

N5°

25'

45"

W

457.

50'

N31° 51' 13"W 229.15'

ACCESS EASEMENTTO BENEFIT PARCEL 1OF PP 2006-02,PER DOC 2007-9373

WETLAND

GR

AV

DW

Y

GR

AV

DW

Y

EXISTING CONCRETE

SLAB TO REMAIN

(E) DIRT/GRAV ROAD

(E) D

IRT/G

RA

V R

OA

D

STATE HIGHWAY 22

DWY

WETLAND

WETLAND

PROPOSED

BUILDING

FIN. FL. 220.00

WETLAND

8" TRENCH DRAIN

GEN

SEP

3

BLDG.GRID

WP

#3

SEPTIC TANK

1GENERATOR

2

MH #1

CENTERLINE OF DRIVEWAYWEST DRIVEWAY ALIGNMENT STA 3+00N:5495.16E:4877.88

5C-501

4C-501

4C-501

4C-501

10'R

10'R

4C-501

110'

750' (N.T.S.)

750' (N.T.S.)

DRIVEWAY

4

4

DESIGNATED SEPTIC DRAIN FIELD AREA(PROPOSED & REPLACEMENT)BIDDER DESIGNED

6

7

WP #1(RADIUS CENTER POINT)

WP #2

WP #3

PAVEMENTTYPE "B" PER 1C-501

PAVEMENT

TYPE "B" PER 1C-501

PAVEMENT

TYPE "C" PER 2C-501

PAVEMENT

TYPE "B" PER

1C-501

PAVE

MEN

TTY

PE "B

" PER

1C-

501

T

FUTUREADDITION

TRANSFORMER

710'R

PAVEMENTTYPE "A" PER 1C-501

75'R(CENTERLINE OF

DRIVEWAY)

3+00

2+00

6C-501

5

8

8

8

PT

PROPANE TANK

6'-0"

FIRE FIGHTINGSUPPLY WATER

TANKS

DRY HYDRANT 100'-0" MIN.SEPARATION FROM BUILDING.PROVIDE GRAVEL PAD ATDRIVEWAY GRADE AROUNDHYDRANT.

STORMWATERDISPERSIONSWALE

TOE AT BOTTOM OF PONDN:5412.05E:5178.88




TOP

TOP

TOP

TOP

FIRE

TANK

FIRE

TANK


POND

OVERALL CIVIL SITE PLAN1" = 30'


60'

1" 2"0"

30'0'

C-101

OVERALL CIVILSITE PLAN

1375

Lib

erty

St.

SE

, Sal

em, O

rego

n 97

302

Voi

ce 5

03.3

64.8

207

Fax

503.

364.

0735

ww

w.L

ocke

Eng

inee

rs.c

omJ.

O. 1

8050

-1,2

03-0

4-20

20-9

:04

AM

L:\2

018\

1805

0-1

SW

Pol

k R

ural

Fire

Dis

trict

- S

alt C

reek

Sta

tion\

Civ

il\18

050-

1 C

IVIL

Pla

ns.d

wg

sheet:

of:



date:

revisions:

cons

ulta

nts:

proj

ect:

2020

2-12-202007018

CF, GLGL

SW

PO

LK F

IRE

DIS

TRIC

TS

ALT

CR

EE

K S

TATI

ON

1545

5 S

ALT

CR

EE

K R

OA

DD

ALL

AS

, OR

973

38

KEYED CIVIL SITE PLAN NOTES ##GENERALSITE PLAN NOTES SPECIFICALLY CALLED OUT ON PLAN ARE IN ADDITION TO ANY INCIDENTALWORK NECESSARY TO PERFORM THE REQUIRED WORK. NOT ALL REQUIRED WORK MAY HAVEBEEN IDENTIFIED. SEE ARCHITECTURAL, PLUMBING AND ELECTRICAL PLANS FOR ADDITIONAL SITEWORK REQUIREMENTS.

1. BACKUP GENERATOR SIZE AND EXACT LOCATION DETERMINED BY ELECTRICAL CONTRACTORTO MEET CODE.

2. SEPTIC TANK. SEE UTILITY PLAN FOR INSTALLATION REQUIREMENTS.

3. SEPTIC DRAIN FIELD. SEE UTILITY PLAN FOR INSTALLATION REQUIREMENTS.

4. 36” SQUARE EMERGENCY VEHICLE SIGN W11-8-36-DG MOUNTED ON SINGLE PERMANENTPERFORATED STEEL SQUARE TUBE SIGN SUPPORT PER OREGON STANDARD DRAWING NOS.TM681 AND TM687 ON SHEET C-505.

5. NON-SIDEWALK DRIVEWAY APPROACH PER OREGON STANDARD DRAWING NO. RD715 ONSHEET C-505.

6. START TYPE "C" CONCRETE CURB AT PROPERTY LINE. TAPER FROM 6" EXPOSURE TO 0"EXPOSURE OVER 24".

7. END TYPE "C" CURB. TAPER FROM 6" EXPOSURE TO 0” EXPOSURE OVER 24".

8. 5'x5'x6" CONCRETE STOOP.

WORK POINT LOCATION DATAMARK NORTHING EASTING

WP #1 5468.57 4948.00

WP #2 5510.68 4952.83

WP #3 5439.41 5049.39


1

1

1

220

220

M

2C-301

2C-301

SDA

C-201

BC-201

219

219

218

216

217

216

218

219

219

219

219

219

220

220

221

222

226

225

223

224

227

228

229

230

231

232

233

234

235

236

237

237

214

213

1C-301

P

S82° 52' 14"W 617.51'

S53° 34' 12"E 965.67'

N5°

25'

45"

W

457.

50'

N31° 51' 13"W 229.15'

15.67'

30.45'

25.73

' ACCESS EASEMENTTO BENEFIT PARCEL 1OF PP 2006-02,PER DOC 2007-9373

WETLAND

GR

AV

DW

Y

GR

AV

DW

Y

EXISTING CONCRETE

SLAB TO REMAIN

(E) DIRT/GRAV ROAD

(E) D

IRT/G

RA

V R

OA

D

STATE HIGHWAY 22

DWY

WETLAND

WETLAND

PROPOSED

BUILDING

FIN. FL. 220.00

WETLAND

8" TRENCH DRAIN

GEN

SEP

GR 220.00

GR 220.0

MH #1


T

SIM.

GR 219.90

GR 219.00

GR 218.40

2

PT

220

219

219

212

LID 221.00


2C-504

TOP

TOP

TOP

TOP

218

217

FIRE

TANK

FIRE

TANK

217216

215

214

214215 216

217

217

216

217

215

217


POND

OVERALL GRADING PLAN1" = 30'

KEYED GRADING PLAN NOTES ##


60'

1" 2"0"

30'0'

BENCHMARK UTILIZED(NGS) KOR PID: QE0480 ELEV= 235.77 (NAVD 88)

DATUM HAS VERTCON DATUM SHIFT OF +3.35'FROM PUBLISHED NGVD 29 DATUM VALUE OF 232.42'

DESCRIPTION3" BRASS CAP IN CONCRETE POST APPROXIMATELY 33'

NORTH OF SALT CREEK ROAD CENTERLINE ANDAPPROXIMATELY 3' SOUTHERLY OF A WOOD FENCE

WHICH RUNS NORTHWEST TO SOUTHEAST

C-103

OVERALLGRADING PLAN

1375

Lib

erty

St.

SE

, Sal

em, O

rego

n 97

302

Voi

ce 5

03.3

64.8

207

Fax

503.

364.

0735

ww

w.L

ocke

Eng

inee

rs.c

omJ.

O. 1

8050

-1,2

03-0

4-20

20-9

:04

AM

L:\2

018\

1805

0-1

SW

Pol

k R

ural

Fire

Dis

trict

- S

alt C

reek

Sta

tion\

Civ

il\18

050-

1 C

IVIL

Pla

ns.d

wg

sheet:

of:



date:

revisions:

cons

ulta

nts:

proj

ect:

2020

2-12-202007018

CF, GLGL

SW

PO

LK F

IRE

DIS

TRIC

TS

ALT

CR

EE

K S

TATI

ON

1545

5 S

ALT

CR

EE

K R

OA

DD

ALL

AS

, OR

973

38

GENERALGRADING PLAN NOTES SPECIFICALLY CALLED OUT ON PLAN ARE IN ADDITION TO ANY INCIDENTALOR OTHER GRADING NECESSARY TO PERFORM THE REQUIRED WORK. NOT ALL REQUIREDGRADING MAY HAVE BEEN IDENTIFIED. SEE PLANS OF ARCHITECT AND OTHER CONSULTANTS FOROTHER ITEMS NOT RELATED TO CIVIL DESIGN.1. REMNANTS OF WHAT IS THOUGHT TO BE AN OLD WEIGH STATION PULL OUT EXISTS BETWEEN

THE HIGHWAY ROADSIDE DITCH AND A SWALE ALONG THE PROPERTY LINE. REALIGN DITCHBY CREATING A NEW DITCH IN LOCATION SHOWN AND FILLING EXISTING ROADSIDE DITCH WITHCOMPACTED CRUSHED ROCK TO FORM A UNIFORM SHOULDER MATCHES INTO EXISTINGSHOULDER EACH WAY FROM REALIGNED DITCH SECTION. RESTORE DISTURBED SHOULDERPER ODOT SPECIFICATION USING SHOULDER AGGREGATE PER SECTION 02640 OF 2018 ODOTSTANDARD SPECIFICATIONS.


2"E2"E2"E2"E1222"2 SEE SHEET C-104 FOR ENLARGED

BUILDING GRADING PLAN

STRUCTURE LOCATION DATA(CENTER OF STRUCTURE)

MARK NORTHING EASTING

AD #1 5402.36 4968.55

AD #2 5499.77 4911.36

AD #3 5518.21 4951.70

CB #1 5562.40 4953.61

CB #2 5541.96 4996.57

MH #1 5481.28 5101.46

7777

SEE ENLARGED PLAN ON C-202


1

1

1

BUILDING GRADING PLAN1" = 20'


40'

1" 2"0"

20'0'






C-104

BUILDINGGRADING PLAN

1375

Lib

erty

St.

SE

, Sal

em, O

rego

n 97

302

Voi

ce 5

03.3

64.8

207

Fax

503.

364.

0735

ww

w.L

ocke

Eng

inee

rs.c

omJ.

O. 1

8050

-1,2

03-0

4-20

20-9

:04

AM

L:\2

018\

1805

0-1

SW

Pol

k R

ural

Fire

Dis

trict

- S

alt C

reek

Sta

tion\

Civ

il\18

050-

1 C

IVIL

Pla

ns.d

wg

sheet:

of:



date:

revisions:

cons

ulta

nts:

proj

ect:

2020

2-12-202007018

CF, GLGL

SW

PO

LK F

IRE

DIS

TRIC

TS

ALT

CR

EE

K S

TATI

ON

1545

5 S

ALT

CR

EE

K R

OA

DD

ALL

AS

, OR

973

38

KEYED GRADING PLAN NOTES ##GENERALGRADING PLAN NOTES SPECIFICALLY CALLED OUT ON PLAN ARE IN ADDITION TO ANY INCIDENTALOR OTHER GRADING NECESSARY TO PERFORM THE REQUIRED WORK. NOT ALL REQUIREDGRADING MAY HAVE BEEN IDENTIFIED. SEE PLANS OF ARCHITECT AND OTHER CONSULTANTS FOROTHER ITEMS NOT RELATED TO CIVIL DESIGN.1. REMNANTS OF WHAT IS THOUGHT TO BE AN OLD WEIGH STATION PULL OUT EXISTS BETWEEN

THE HIGHWAY ROADSIDE DITCH AND A SWALE ALONG THE PROPERTY LINE. REALIGN DITCHBY CREATING A NEW DITCH IN LOCATION SHOWN AND FILLING EXISTING ROADSIDE DITCH WITHCOMPACTED CRUSHED ROCK TO FORM A UNIFORM SHOULDER MATCHES INTO EXISTINGSHOULDER EACH WAY FROM REALIGNED DITCH SECTION. RESTORE DISTURBED SHOULDERPER ODOT SPECIFICATION USING SHOULDER AGGREGATE PER SECTION 02640 OF 2018 ODOTSTANDARD SPECIFICATIONS.


1. FOLLOW DISTRICT GUIDELINES FOR TRAFFIC CONTROL. NO HOLIDAY OR WEEKENDCLOSURES. NO LANE CLOSURES DURING COMMUTE TIMES (6AM-9AM AND 4PM-6PMMONDAY-THURSDAY). OFF HIGHWAY BY NOON ON FRIDAY (9:00AM-12:00PM).

2. ALL UTILITY/MISC. WORK TO BE ACCOMPLISHED WITHIN THE ODOT RIGHT OF WAY MUST BEPERMITTED SEPERATELY. CONTACT THOMAS SAGERS AT [email protected] FORA PERMIT APPLICATION IF REQUIRED.

3. REPLACE ANY STRIPING IN THE STATE HIGHWAY RIGHT-OF-WAY THAT IS WORN FROMCONSTRUCTION ACTIVITIES.

4. CONTRACTOR TO PROVIDE A WRITTEN AND DRAWN PLAN WITHIN THE TRAFFIC CONTROLPLANS (TCP) THAT IDENTIFIES REQUIREMENTS FOR PROVIDING SAFE, EFFECTIVE ANDACCESSIBLE ROUTES FOR PEDESTRIANS THROUGH OR AROUND THE WORK ZONE INCLUDINGTEMPORARY PEDESTRIAN ACCESSIBLE ROUTE (TPAR) DETAILS, ADVANCE PUBLICNOTIFICATION; AND, CONSTRUCTION AND MAINTENANCE RESPONSIBILITIES. THE DEFINITIONOF A TPAR IS - AN AREA WITHIN A WORK ZONE, MARKED BY SIGNING, DELINEATION ANDTRAFFIC CONTROL DEVICES (TCD), FOR THE USE OF PEDESTRIANS TO NAVIGATE THROUGH ORAROUND THE WORK ZONE. THE TPAR SHALL BE INCLUDED AS PART OF THE TCP.

5. WHEN CONSTRUCTION ACTIVITIES BLOCK OR INTERFERE WITH NORMAL PEDESTRIANROUTING, PROVIDE SAFE PASSAGE FOR PEDESTRIANS EITHER THROUGH THE CONSTRUCTION,OR REROUTED AROUND THE CONSTRUCTION, UTILIZING ODOT STANDARD DRAWING TM844AND THE REQUIREMENTS OF THE 2015 OREGON STANDARD SPECIFICATIONS FORCONSTRUCTION (BROWN BOOK), PAGE 141, SUBSECTION 00220.02, 8TH BULLETED ITEM WITHREFERENCE TO THE SUBSEQUENT BULLETED ITEMS.

6. WHEN CONSTRUCTION ACTIVITIES ARE ANTICIPATED TO CLOSE AN ACTIVE TRAFFIC LANE ONTHE STATE HIGHWAY, SUBMIT A WORK ZONE TRAFFIC CONTROL PLAN WHICH INCLUDES A(PEDESTRIAN REROUTING PLAN) TO THE ODOT DISTRICT 3 PERMIT OFFICE FOR REVIEW ANDAPPROVAL PRIOR TO THE CLOSURE. THE WORK ZONE TRAFFIC CONTROL PLAN SHALL MEETAPPLICABLE CURRENT MUTCD STANDARDS.

7. WHEN CONSTRUCTION ACTIVITIES BLOCK OR INTERFERE WITH SHOULDERS OR BIKE LANES,INSTALL A 48 INCH " BICYCLES ON ROADWAY " SIGN IN ADVANCE OF EACH SHOULDER OR BIKELANE CLOSURE AT SIGN SPACING “A” FROM THE “TCD SPACING TABLE” SHOWN ON ODOTSTANDARD DRAWING TM800.

8. ANY ABRUPT EDGE GREATER THAN 2 INCHES IN DEPTH, CLOSER THAN 4 FEET FROM ANACTIVE TRAFFIC LANE, AND HAVING A DURATION LONGER THAN 72 HOURS, SHALL BEREQUIRED TO FOLLOW THE "TYPICAL ABRUPT EDGES SIGNING DETAIL" ON ODOT STANDARDDRAWING TM800.

9. WHEN CONSTRUCTION ACTIVITIES BLOCK OR INTERFERE WITH NORMAL OPEN STATEHIGHWAY SHOULDER CONDITIONS, AND THESE IMPACTS LAST LONGER THAN 72 HOURS,FOLLOW THE TEMPORARY SIGNING AND DELINEATION REQUIREMENTS OF ODOT STANDARDDRAWINGS TM800, TM843 (RIGHT LANE CLOSURE - OMIT TAPER “L” FOR SHOULDER CLOSURE)AND TM851 (SHOULDER CLOSURE) CONFIGURATION.

ODOT RELATED GENERAL NOTES



AD #1 5402.36 4968.55

AD #2 5499.77 4911.36

AD #3 5518.21 4951.70

CB #1 5562.40 4953.61

CB #2 5541.96 4996.57

MH #1 5481.28 5101.46

PLAN

TRUE



1

1

W

WW

WW

W

W

W

W

W

OH

PW

R

OH

PW

RO

HP

WR

TEL TEL

TEL

TEL

SDTEL

TEL

TEL

TEL

TEL

M

12" SD

3/4" W

2" W

6" S

D

6" SD

4" RD

12" SD

6" S

D

CO

SD

6" SD

50LF CONC.

2" W

2" W

CO

TEL

TEL

TEL

TEL

UPWR

UPWR

UPW

R

4" S

S

6" S

D

4" R

D

CO

CO

12" SD

12" SD

P

S82° 52' 14"W 617.51'

34' 12"E 965.67'

N5°

25'

45"

W

457.

50'

N31° 51' 13"W 229.15'

ACCESS EASEMENTTO BENEFIT PARCEL 1OF PP 2006-02,PER DOC 2007-9373

RCP 12" = 235.93 RCP 12" = 235.09

WETLAND

GR

AV

DW

Y

GR

AV

DW

Y

EXISTING CONCRETE

SLAB TO REMAIN

(E) DIRT/GRAV ROAD

(E) D

IRT/G

RA

V R

OA

D

STATE HIGHWAY 22

DWY

WETLAND

WETLAND

PROPOSED

BUILDING

FIN. FL. 220.00

WETLAND

8" TRENCH DRAIN

DITCH

DITCH

DIT

CH

DITCH

INV ±234.80

INV ±233.0

GEN

SEP

3C-502


WP #1(RADIUS CENTER POINT)

WP #2

WP #3

T

5

4

5

2

1

10

CB #1

CB #2

AD #1

AD #2

AD #3

MH #1

4

4" R

D

PT

3C-504

8

3/4" W

6" S

D

12" SD OUTFALLINV 214.00

TOP

TOP

TOP

TOP


8" SD

FIRE

TANK

FIRE

TANK

FIRE FIGHTING WATERSUPPLY TANKS

12" SD


POND

OVERALL UTILITY PLAN1" = 30'


60'

1" 2"0"

30'0'

A ALL CONSTRUCTION IN A PUBLIC RIGHT-OF-WAY OR EASEMENT SHALL BE IN ACCORDANCEWITH THE LOCAL JURISDICTION'S STANDARD CONSTRUCTION SPECIFICATIONS AND ANYSPECIAL PROVISIONS INCLUDED AS A PART OF THE APPROVED PLANS.

B OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITYNOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH952-001-0100. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. THETELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS 503-232-1987.

C SEE SITE PLANS FOR BUILDING DIMENSIONS, PARKING LAYOUTS, SIDEWALK WIDTHS, ANDSIMILAR INFORMATION.

D VERIFY EXACT POSITIONS OF UTILITY SERVICE ENTRY POINTS WITH PLUMBING ANDELECTRICAL PLANS, BY OTHERS.

E CONSTRUCT PRIVATE UTILITY TRENCH BEDDING AND BACKFILL PER DETAIL 3 ON C-502.F ALL DOWNSPOUT LATERALS ARE TO BE 4" DIA. UNLESS NOTED OTHERWISE. SEE

ARCHITECTURAL PLANS FOR CONNECTION TO DOWNSPOUT.G STORM DRAIN AND SANITARY SEWER PIPE MATERIAL

WITHIN 5' OF A BUILDING FOUNDATION:USE ASTM 1785 SCHEDULE 40 PVC PIPE WHERE COVER IS 12 INCHES OR GREATER.USE ANSI CLASS 50 DUCTILE IRON PIPE WHERE COVER IS LESS THAN 12 INCHES.

BEYOND 5' OF A BUILDING FOUNDATION:USE ASTM D3034 SDR35 PVC PIPE WHERE COVER IS 24 INCHES OR GREATER. USEASTM 1785 SCHEDULE 40 PVC PIPE WHERE COVER IS 12 INCHES OR GREATER.USE ANSI CLASS 50 DUCTILE IRON PIPE WHERE COVER IS LESS THAN 12 INCHES.

H STORM DRAIN AND SANITARY SEWER PIPE SIZE AND SLOPEALL STORM DRAIN AND SANITARY SEWER PIPE SLOPES TO BE 0.01'/FT. MINIMUMUNLESS NOTED OTHERWISE.ALL STORM DRAIN SIZING PER OPSC DESIGN METHOD UNLESS PIPE IS MARKED WITHA SLOPE LESS THAN 0.01'/FT.PIPE SLOPES INDICATED ARE APPROXIMATE MINIMUM SLOPES BASED ON THE STATEDINVERTS. INSTALL PIPES ACCORDING TO INVERTS NOTED ON PLAN AND INSTRUCTURE SCHEDULE.UNLESS NOTED OTHERWISE ALL FITTINGS ARE TO BE CONCENTRIC. PIPE INVERTELEVATIONS NOTED AT FITTINGS ARE CALCULATED FOR THE LARGEST DIAMETER PIPECONNECTED TO THAT FITTING. TEES TO BE SANITARY TEE OR WYE WITH 1/8 TH BEND.

I CLEANOUTS ON SANITARY SEWER AND STORM DRAIN PIPING TO BE SPACED MAXIMUM OF 100FEET APART. CLEANOUTS ARE REQUIRED FOR EACH AGGREGATE HORIZONTAL CHANGE INDIRECTION EXCEEDING 135 DEGREES (OPSC 719).

J COVER ON SANITARY SEWER AND STORM DRAIN CLEANOUT TO BE 18" TALL CAST IRON VALVEBOX AND COVER. INSTALL FLUSH WITH FINISHED GRADE.

GENERAL UTILITY PLAN NOTES






C-105

OVERALL UTILITYPLAN

1375

Lib

erty

St.

SE

, Sal

em, O

rego

n 97

302

Voi

ce 5

03.3

64.8

207

Fax

503.

364.

0735

ww

w.L

ocke

Eng

inee

rs.c

omJ.

O. 1

8050

-1,2

03-0

4-20

20-9

:04

AM

L:\2

018\

1805

0-1

SW

Pol

k R

ural

Fire

Dis

trict

- S

alt C

reek

Sta

tion\

Civ

il\18

050-

1 C

IVIL

Pla

ns.d

wg

sheet:

of:



date:

revisions:

cons

ulta

nts:

proj

ect:

2020

2-12-202007018

CF, GLGL

SW

PO

LK F

IRE

DIS

TRIC

TS

ALT

CR

EE

K S

TATI

ON

1545

5 S

ALT

CR

EE

K R

OA

DD

ALL

AS

, OR

973

38

12121212121212121212

WWWW

SEE SHEET C-106 FOR ENLARGEDBUILDING UTILITY PLAN SEE SHEET C-106 FOR KEYED UTILITY

PLAN, NOTES AND STORMWATERSTRUCTURE SCHEDULE




AD #1 5402.36 4968.55

AD #2 5499.77 4911.36

AD #3 5518.21 4951.70

CB #1 5562.40 4953.61

CB #2 5541.96 4996.57

MH #1 5481.28 5101.46


1

1

1

1

BUILDING UTILITY PLAN1" = 20'


40'

1" 2"0"

20'0'






C-106

BUILDINGUTILITY PLANPLANTRUE

1375

Lib

erty

St.

SE

, Sal

em, O

rego

n 97

302

Voi

ce 5

03.3

64.8

207

Fax

503.

364.

0735

ww

w.L

ocke

Eng

inee

rs.c

omJ.

O. 1

8050

-1,2

03-0

4-20

20-9

:04

AM

L:\2

018\

1805

0-1

SW

Pol

k R

ural

Fire

Dis

trict

- S

alt C

reek

Sta

tion\

Civ

il\18

050-

1 C

IVIL

Pla

ns.d

wg

sheet:

of:



date:

revisions:

cons

ulta

nts:

proj

ect:

2020

2-12-202007018

CF, GLGL

SW

PO

LK F

IRE

DIS

TRIC

TS

ALT

CR

EE

K S

TATI

ON

1545

5 S

ALT

CR

EE

K R

OA

DD

ALL

AS

, OR

973

38

GENERALUTILITY NOTES SPECIFICALLY CALLED OUT ON PLAN ARE IN ADDITION TO ANY INCIDENTAL WORKNECESSARY TO PERFORM THE REQUIRED WORK. NOT ALL REQUIRED UTILITY WORK MAY HAVEBEEN IDENTIFIED. SEE ARCHITECTURAL, PLUMBING AND ELECTRICAL PLANS FOR ADDITIONALUTILITY WORK.

1. COORDINATE WITH PERRYDALE WATER DISTRICT FOR INSTALLATION OF NEW SERVICE TOEXTEND FROM EXISTING TAP TO NEW METER LOCATION. CONTRACTOR TO EXCAVATE, SHOREAND BACKFILL TRENCH AS REQUIRED WATER DISTRICT. WATER DISTRICT WILL INSTALL 3/4"SERVICE AND 3/4" METER.

2. CONTRACTOR TO REINSTALL METER BOX IN NEW LOCATION OUTSIDE NEW DRIVEWAYAPPROACH AND AGREED UPON WITH PERRYDALE WATER DISTRICT.

3. MODIFY END OF EXISTING CULVERT TO FIT INTO REALIGNED DITCH.

4. PRIMARY POWER SERVICE IN BURIED CONDUIT. SEE ELECTRICAL SITE PLANS FOR PRIMARYPOWER CONDUIT SIZE AND EXACT LOCATION, AND ALL OTHER FACILITIES AND CONDUITSREQUIRING ELECTRICAL SERVICE.

5. PRIMARY TELECOMMUNICATION SERVICE IN BURIED CONDUIT. SEE ELECTRICAL SITE PLANSFOR PRIMARY TELECOMMUNICATION CONDUIT SIZE AND EXACT LOCATION, AND ALL OTHERFACILITIES AND CONDUITS REQUIRING TELECOMMUNICATION SERVICE.

6. PROPOSED 1,500 GAL. TWO-CELL SEPTIC TANK AND PACKAGED EFFLUENT PUMP SYSTEM WITHOVERFLOW ALARMS MOUNTED TO BUILDING. EXACT SIZE, LOCATION AND ORIENTATION TO BEDETERMINED IN FIELD AND APPROVED BY OWNER AND ARCHITECT PRIOR TO INSTALLATION.TANK, PUMP AND INSTALLATION TO BIDDER DESIGNED AND PERMITTED TO MEET POLKCOUNTY ENVIRONMENTAL HEALTH DEPT. REQUIREMENTS.

7. PROPOSED SEPTIC DRAIN FIELD WITH 150' TOTAL PIPE LENGTH. PROVIDE EFFLUENT SEWERPIPE, DROP BOXES, HEADER PIPING AND LATERAL PIPING IN DISPOSAL TRENCHES. EXACTLOCATION AND LAYOUT TO BE DETERMINED IN FIELD AND APPROVED BY OWNER, ARCHITECTAND COUNTY SANITARIAN PRIOR TO INSTALLATION.

8. FIRE FIGHTING SUPPLY WATER TANKS: (2) OLD CASTLE 816-SOLID-7 UNDERGOUND VAULTS.SEE TANK CONFIGURATION ON SHEET C-502.INDIVIDUAL STORAGE CAPACITY: 6,450 GALTOTAL STORAGE CAPACITY: 12,900 GAL

9. FIRE FIGHTING SUPPLY WATER TANK FILL LINE, FLOAT SWITCH DETAILS, CONNECTIONS,ELECTRICAL SERVICE, TANK RISERS, AND VENTS TO BE BIDDER DESIGNED.

KEYED UTILITY PLAN NOTES ##

MH #148” DIA. MANHOLE PER DETAIL 1 ON C-502RIM = SEE PLANINVERT 6” IN SW 215.42 (FROM BLDG ROOF DRAINS)INVERT 12” IN W 214.50 (FROM STORM DRAINS)INVERT 12” OUT S 214.30 (TO DETENTION POND)

CB #124” SQUARE DITCH INLET CATCHBASIN PER DETAIL 5 ON C-502RIM = SEE PLANINVERT 10” OUT N = 216.50

CB #224” SQUARE CATCHBASIN PER DETAIL 1 ON C-502RIM = SEE PLANINVERT 6” OUT SW = RIM - 18”

AD #124” DIA. BELL-END CONCRETE CULVERT PIPE PER DETAIL 2 ON C-502RIM = SEE PLANINVERT 6” OUT = RIM - 12”

AD #224” DIA. BELL-END CONCRETE CULVERT PIPE PER DETAIL 2 ON C-502RIM = SEE PLANINVERT 6” OUT = RIM - 18”

AD #324” DIA. BELL-END CONCRETE CULVERT PIPE PER DETAIL 2 ON C-502RIM = SEE PLANINVERT 6” OUT = RIM - 18”INVERT 4” IN = RIM - 18”

TRENCH DRAIN8” TRENCH DRAIN PER DETAIL 4 ON C-502RIM = SEE PLANDEPTH VARIES WITH 0.5% BUILT-IN BOTTOM SLOPE. SEE PLAN FOR INVERTS.

TDCB8” IN-LINE CATCHBASIN MATCHING TRENCH DRAIN MANUFACTURER.RIM = SEE PLANINVERT 6” OUT SW = 215.09

STORM WATER STRUCTURE SCHEDULE



AD #1 5402.36 4968.55

AD #2 5499.77 4911.36

AD #3 5518.21 4951.70

CB #1 5562.40 4953.61

CB #2 5541.96 4996.57

MH #1 5481.28 5101.46



1

1

1

DISPERSION SWALE PLAN1" = 5'-0"

(PLAN IS TO SCALE IF BAR MEASURES 2")1" 2"0"

0' 10'5'

C-202

ENLARGEDPLANS ANDSECTIONS

DISPERSION SWALE SECTION3/4" = 1'-0"

AC-202

1375

Lib

erty

St.

SE

, Sal

em, O

rego

n 97

302

Voi

ce 5

03.3

64.8

207

Fax

503.

364.

0735

ww

w.L

ocke

Eng

inee

rs.c

omJ.

O. 1

8050

-1,2

03-0

4-20

20-9

:16

AM

L:\2

018\

1805

0-1

SW

Pol

k R

ural

Fire

Dis

trict

- S

alt C

reek

Sta

tion\

Civ

il\18

050-

1 C

IVIL

Pla

ns.d

wg

sheet:

of:



date:

revisions:

cons

ulta

nts:

proj

ect:

2020

2-12-202007018

CF, GLGL

SW

PO

LK F

IRE

DIS

TRIC

TS

ALT

CR

EE

K S

TATI

ON

1545

5 S

ALT

CR

EE

K R

OA

DD

ALL

AS

, OR

973

38

AC-202

1


1

1

1

1

SD

SD

SD

SD

SDSD

MM

S82° 52' 14"W 617.51'

S53° 34' 12"E 965.67'

N5°

25'

45"

W

457.

50'

N31° 51' 13"W 229.15'

RCP 12" = 239.52 RCP 12" = 235.93RCP 12" = 235.09

WETLAND

WETLAND

GR

AV

DW

Y

GR

AV

DW

Y

EXISTING CONCRETE

SLAB TO REMAIN

(E) DIRT/GRAV ROAD

(E) D

IRT/G

RA

V R

OA

D

SALT CREEK ROAD

GRASSFIELD

GRASSFIELD

STATE HIGHWAY 22

WETLAND

WETLAND

WETLAND

NATURAL BUFFER ZONE

NATURAL BUFFER ZONE

NATURAL BUFFER ZONE

3

38

8

8

8

3

3

100' MAX.

100' MAX.

100' MAX.

100' MAX.

7

6

20' WIDE CHECK DAMS, TYP.

6

6

6

6

100' MAX.

100' MAX.

100' MAX.

10' WIDE CHECKDAMS, TYP.

11

5

7

9

CONSTRUCTIONSITE ENTRANCE.SEE 4

2

1

50' NATURAL BUFFERZONE BOUNDARY

WETLAND BOUNDARY

100' MAX.

3

EROSION CONTROL PLAN1" = 40'

KEYED EROSION CONTROL PLAN NOTES ##


80'

1" 2"0"

40'0'

GENERALTHESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY WEATHER" CONSTRUCTION.IMPLEMENTATION OF "WET WEATHER" CONSTRUCTION MEASURES ARE REQUIRED BETWEENOCTOBER 1 AND MAY 31. IN ADDITION TO MINIMUM SPECIFIC BMP'S IDENTIFIED IN THESE KEYEDNOTES, CONTRACTOR AND HIS SITE INSPECTOR ARE RESPONSIBLE TO FOLLOW ALLREQUIREMENTS OF THE “STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES”ON SHEET EC-002 AND OF THE “GENERAL PERMIT - NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM STORMWATER DISCHARGE PERMIT”. CONTRACTOR AND THEIR SITE INSPECTOR SHALL BERESPONSIBLE FOR ADD TO THE BMP'S NOTED HERE AS NEEDED TO ENSURE THE INTEGRITY OFTHE SYSTEM.

1. DELINEATE AND CLEARLY MARK OFF WETLAND BOUNDARY. REFER TO THE “GENERAL PERMIT -NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM STORMWATER DISCHARGE PERMIT”FOR ADDITIONAL REQUIREMENTS OF PROTECTION AND DEMARCATION.

2. DELINEATE AND CLEARLY MARK OFF NATURAL BUFFER ZONE WITH FLAGS, TAPE OR SIMILARMARKING DEVICES. REFER TO THE “GENERAL PERMIT - NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM STORMWATER DISCHARGE PERMIT” FOR ADDITIONAL REQUIREMENTS OFPROTECTION AND DEMARCATION.

3. PROVIDE SECONDARY EROSION AND SEDIMENT CONTROLS FOR WORK AREAS WITHIN THENATURAL BUFFER ZONE CONSISTING OF A TYPE 8 COMPOST FILTER SOCK OR WATTLE PEROREGON STANDARD DRAWING RD1032 ON SHEET EC-501. MAINTAIN IN ACCORDANCE WITHSTANDARD ESCP DRAWING NOTES ON SHEET EC-002.

4. INSTALL CONSTRUCTION ENTRANCE PER OREGON STANDARD DRAWING RD1000 ON SHEETEC-501, AND IN ACCORDANCE WITH STANDARD ESCP DRAWING NOTES ON SHEET EC-002.PERFORM ALL REQUIRED WHEEL CLEANING ACTIVITIES IN AREA SUCH THAT THE SEDIMENTDOES NOT ENTER THE RIGHT-OF-WAY BUT IS INSTEAD CAPTURED ON SITE. SWEEP PAVEDPORTION OF CONSTRUCTION SITE ENTRANCE AS NEEDED TO MINIMIZE TRACKING OFSEDIMENT OFF SITE.

5. PRIOR TO THE START OF CONSTRUCTION, PROTECT EXISTING STORMWATER INLETS PEROREGON STANDARD DRAWING RD1010 AND RD1015 ON SHEET EC-501. MAINTAIN INACCORDANCE WITH STANDARD ESCP DRAWING NOTES ON SHEET EC-002 UNTIL FINALGROUND COVER IS ESTABLISHED OR INLET IS REMOVED.

6. DURING CONSTRUCTION, AS STORMWATER INLETS ARE CONSTRUCTED INSTALL INLETPROTECTION PER OREGON STANDARD DRAWING RD1010 AND RD1015 ON SHEET EC-501. SEEUTILITY PLAN FOR LOCATION OF PROPOSED STORMWATER INLET TO BE INSTALLED. MAINTAININ ACCORDANCE WITH STANDARD ESCP DRAWING NOTES ON SHEET EC-002 UNTIL FINALGROUND COVER IS ESTABLISHED OR THE COMPLETION OF CONSTRUCTION.

7. PRIOR TO THE START OF CONSTRUCTION, INSTALL TYPE 3 BIO-FILTER BAG CHECK DAM PEROREGON STANDARD DRAWING RD1005 ON SHEET EC-501. MAINTAIN IN ACCORDANCE WITHSTANDARD ESCP DRAWING NOTES ON SHEET EC-002.

8. INSTALL SEDIMENT BARRIER PRIOR TO THE START OF CONSTRUCTION. SILT FENCE PEROREGON STANDARD DRAWING RD1040 ON SHEET EC-501, TYPE 9 COMPOST FILTER BERM PEROREGON STANDARD DRAWING RD1033 ON SHEET EC-501, OR TYPE 8 COMPOST FILTER SOCKOR WATTLE PER OREGON STANDARD DRAWING RD1032 ON SHEET CE5.02 ARE ACCEPTABLEALTERNATES. MAINTAIN IN ACCORDANCE WITH STANDARD ESCP DRAWING NOTES ON SHEETEC-002.

9. PROTECT STOCKPILES AND EXCAVATED SLOPES PER ODOT DETAIL NO. DET6001 ON SHEETEC-501AND IN ACCORDANCE WITH STANDARD ESCP DRAWING NOTE 23 ON SHEET EC-002.CONSTRUCT MULTIPLE FACILITIES IN VARYING LOCATIONS AS NEEDED DURING THE LIFE OFTHE PROJECT. RE-ESTABLISH PERMANENT GROUND COVER ONCE NO LONGER IN USE.

10. AT STORM DRAIN OUTFALL, CONSTRUCT PERMANENT OUTFALL STRUCTURE PER CIVILCONSTRUCTION DOCUMENTS, OR PROVIDE TEMPORARY SCOUR BASIN/ENERGY DISSIPATERPER OREGON STANDARD DRAWING RD1050 ON SHEET EC-501.

11. UNLESS CONCRETE OVERAGE IS HAULED OFF SITE, PROVIDE CONCRETE MANAGEMENTFACILITY PER STANDARD DETAIL NO. 1070 ON SHEET EC-501OR PORTABLE CONTAINMENTTANK AT CONTRACTOR'S OPTION, AND IN ACCORDANCE WITH STANDARD ESCP DRAWINGNOTES ON SHEET EC-002. LOCATE DESIGNATED WASHOUT AREA AS FAR FROM STORMDRAINS, OPEN DITCHES OR WATER BODIES AS POSSIBLE (OVER 50' AWAY IS PREFERRED).MULTIPLE FACILITIES IN VARYING LOCATIONS AS NEEDED DURING THE LIFE OF THE PROJECT.

EC-101

EROSIONCONTROL PLAN

1375

Lib

erty

St.

SE

, Sal

em, O

rego

n 97

302

Voi

ce 5

03.3

64.8

207

Fax

503.

364.

0735

ww

w.L

ocke

Eng

inee

rs.c

omJ.

O. 1

8050

-1,2

03-0

4-20

20-1

0:22

AM

L:\2

018\

1805

0-1

SW

Pol

k R

ural

Fire

Dis

trict

- S

alt C

reek

Sta

tion\

Civ

il\18

050-

1 C

IVIL

Pla

ns.d

wg

sheet:

of:



date:

revisions:

cons

ulta

nts:

proj

ect:

2020

2-12-202007018

CF, GLGL

SW

PO

LK F

IRE

DIS

TRIC

TS

ALT

CR

EE

K S

TATI

ON

1545

5 S

ALT

CR

EE

K R

OA

DD

ALL

AS

, OR

973

38

###


1

1

FOUNDATION PLANS COVER PAGESW POLK RURAL FIRE DISTRICT - SALT CREEK FIRE STATION

APPLICABLE CODES2019 OREGON STRUCTURAL SPECIALTY CODE (BASED ON THE 2018 IBC)

STRUCTURAL DESIGN CRITERIABUILDING COLLATERAL LOAD: 5 PSF

ROOF SNOW LOAD DATA:GROUND SNOW LOAD - 19 PSFSNOW EXPOSURE FACTOR, CE - 1.0SNOW IMPORTANCE FACTOR, IS - 1.2THERMAL FACTOR, CT - 1.1FLAT-ROOF SNOW LOAD - 17.56 PSFSLOPED ROOF SNOW LOAD - 15.10 PSFRAIN-ON-SNOW ROOF SURCHARGE LOAD - 0 PSFMIN. ROOF SNOW LOAD PER OSSC = 24 PSFDESIGN ROOF SNOW LOAD = 24 PSF

WIND DESIGN DATARISK CATEGORY - IVULTIMATE DESIGN WIND SPEED, VULT (3-SECOND GUST) - 107 MPHNOMINAL DESIGN WIND SPEED, VASD - 83 MPHWIND EXPOSURE, CE - CNOMINAL DESIGN WIND PRESSURE = 21.7 PSF (MWFRS)

EARTHQUAKE DESIGN DATASITE ADDRESS: 15455 SALT CREEK ROADLATITUDE: 44.992 NLONGITUDE: 123.345 WANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDUREBASIC SEISMIC FORCE-RESISTING SYSTEM(S) - DETERMINED BY PEMB MANUFACTURER.RESPONSE MODIFICATION COEFFICIENT(S) - DETERMINED BY PEMB MANUFACTURER.SITE CLASS - ESEISMIC DESIGN CATEGORY - DRISK CATEGORY - IVSEISMIC IMPORTANCE FACTOR, IE - 1.5MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS

SS = 0.967S1 = 0.491

DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERSSDS = 0.838SD1 = 0.720

SEISMIC RESPONSE COEFFICIENT(S) - DETERMINED BY PEMB MANUFACTURER.DESIGN BASE SHEAR(S) - DETERMINED BY PEMB MANUFACTURER.

BUILDING DEFLECTION LIMITSDRIFT: H/150VERTICAL: 1/180 (TOTAL LOAD)

SPECIAL LOADSNONE

SYSTEMS AND COMPONENTS REQUIRING SPECIAL INSPECTIONS FOR SEISMIC RESISTANCENONE

MAXIMUM ALLOWABLE DEAD PLUS LIVE LOAD FOOTING PRESSURE - 1500 PSFSEE GEOTECHNICAL INVESTIGATION AND REPORT BELOW.

GEOTECHNICAL INVESTIGATION AND REPORTTHE STRUCTURAL DESIGN IS BASED ON OWNER-ACCEPTED RECOMMENDATIONS CONTAINED INTHE GEOTECHNICAL REPORT PREPARED BY BRANCH ENGINEERING DATED FEBRUARY 10, 2020WHICH WAS MADE PART OF THE CONSTRUCTION CONTRACT. CONTRACTOR SHOULD REFER TOREPORT FOR SPECIFIC RECOMMENDATIONS RELATED TO SITE STRIPPING AND CLEARING,TREATMENT OF EXPOSED SUB-GRADE, PLACEMENT OF STRUCTURAL FILLS, REUSE OF NATIVEMATERIAL AS STRUCTURAL FILL, COMPACTION AND REQUIRED OBSERVATION OR TESTING DURINGCONSTRUCTION. ALL RECOMMENDATIONS SHOULD BE FOLLOWED.

SCOPE OF STRUCTURAL ENGINEERING SERVICESTHE STRUCTURAL ENGINEER HAS PERFORMED THE STRUCTURAL DESIGN AND PREPARED THEWORKING DRAWINGS FOR THIS PROJECT. THE CONSTRUCTION MUST BE PERFORMED IN STRICTACCORDANCE WITH THE STRUCTURAL DRAWINGS. ANY DEVIATION FROM THE DRAWINGS MUST BEAPPROVED IN WRITING BY THE STRUCTURAL ENGINEER. ERRORS AND/OR OMISSIONS FOUND ONTHE STRUCTURAL DRAWINGS MUST BE BROUGHT TO THE STRUCTURAL ENGINEER'S ATTENTIONIMMEDIATELY.

FIELD MEASUREMENT AND THE VERIFICATION OF FIELD DIMENSIONS ARE NOT PART OF THESTRUCTURAL ENGINEER'S RESPONSIBILITY. THE CONTRACTOR MUST CHECK ALL (ASSUMED)EXISTING CONDITIONS SHOWN ON THESE DRAWINGS FOR ACCURACY AND NOTIFY THESTRUCTURAL ENGINEER OF ANY DISCREPANCIES.

INADVERTENT MISLABELING OF DETAILS OF WORK WHICH ARE NECESSARY TO CARRY OUT THEINTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED,SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH MISLABELED DETAILS OF THEWORK BUT THEY SHALL PERFORM AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED INTHE DRAWINGS AND SPECIFICATIONS.

MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS DESIGNED BY OTHER TRADESTHE STRUCTURAL ENGINEER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURALSYSTEM. RESPONSIBILITY FOR THE DESIGN OF MECHANICAL, ELECTRICAL OR PLUMBING SYSTEMSNOT SHOWN, OR SHOWN SCHEMATICALLY ON THE STRUCTURAL PLANS, REST WITH THE SPECIFICTRADE DESIGNER OF THAT SYSTEM AND NOT THE STRUCTURAL ENGINEER.

PREFABRICATED SYSTEMS DESIGNED BY OTHERSTHE STRUCTURAL ENGINEER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURALSYSTEM, EXCEPT FOR ANY COMPONENTS NOTED AS PRE-MANUFACTURED, PRE-FABRICATED ORPRE-ENGINEERED ON THE PLANS OR IN THE SPECIFICATIONS. RESPONSIBILITY FOR ANYSECONDARY STRUCTURAL AND NON-STRUCTURAL SYSTEMS NOT SHOWN ON THE STRUCTURALPLANS REST WITH THE MANUFACTURER OF THAT SYSTEM AND NOT THE STRUCTURAL ENGINEER.

SUCH SYSTEMS INCLUDE BUT ARE NOT LIMITED TO:1. PRE-ENGINEERED STEEL STRUCTURES

S-001

STRUCTURALTITLE PAGE

1375

Lib

erty

St.

SE

, Sal

em, O

rego

n 97

302

Voi

ce 5

03.3

64.8

207

Fax

503.

364.

0735

ww

w.L

ocke

Eng

inee

rs.c

omJ.

O. 1

8050

-1

03-0

4-20

20-9

:50

AM

L:\2

018\

1805

0-1

SW

Pol

k R

ural

Fire

Dis

trict

- S

alt C

reek

Sta

tion\

Stru

ctur

al\1

8050

-1 N

OTE

S &

DE

TAIL

S.d

wg

sheet:

of:


project:dwg file:

checked by:

date:

revisions:

cons

ulta

nts:

proj

ect:

designed by:

2020

2-12-202007018

MOGL

SW

PO

LK F

IRE

DIS

TRIC

TS

ALT

CR

EE

K S

TATI

ON

1545

5 S

ALT

CR

EE

K R

OA

DD

ALL

AS

, OR

973

38

GENERALIF A DISCREPANCY IS FOUND BETWEEN GENERAL NOTES, PROJECT SPECIFICATIONS ORDRAWINGS, NOTIFY THE STRUCTURAL ENGINEER FOR CLARIFICATION.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. THE STRUCTURALENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES.

DO NOT SCALE DRAWINGS; COORDINATE DIMENSIONS WITH THE ARCHITECTURAL AND OTHERTRADE DRAWINGS.SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:

1. SIZE AND LOCATION OF ALL OPENINGS, EXCEPT AS NOTED.2. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS.3. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, DEPRESSED

AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS ETC.4. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS, EXCEPT AS SHOWN.5. FLOOR AND ROOF FINISHES.6. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.

SEE MECHANICAL, PLUMBING AND ELECTRICAL TRADES DRAWINGS FOR THE FOLLOWING:1. PIPE RUNS, SLEEVES, HANGERS, TRENCHES WALL AND SLAB OPENINGS, ETC., EXCEPT AS

SHOWN OR NOTED.2. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALL AND SLABS.3. CONCRETE INSERTS FOR FIXTURES.4. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR

MOUNTS.

METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THECONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN ANDENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION.

THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHEDSTRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALLPROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND VISITORSDURING CONSTRUCTION. VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDEREVIEW OF THE ABOVE ITEMS.

OPENINGS, POCKETS ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS UNLESSSPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER.

CONSTRUCTION LOAD (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE DESIGN LIVE LOADPER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURES HAVENOT ATTAINED DESIGN STRENGTH.

WHEN A DETAIL IS IDENTIFIED, THE CONTRACTOR SHALL APPLY THIS DETAIL IN ESTIMATING ANDCONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS MADE IN EVERYINSTANCE.

SHOP DRAWINGSSHOP DRAWINGS ARE DRAWINGS, DIAGRAMS, SCHEDULES AND OTHER DATA SPECIALLYPREPARED FOR THE WORK BY THE CONTRACTOR TO ILLUSTRATE SOME PORTION OF THE WORK.SHOP DRAWINGS ARE NOT CONTRACT DOCUMENTS. THE PURPOSE OF THEIR SUBMITTAL IS TODEMONSTRATE FOR THE PORTIONS OF THE WORK FOR WHICH SUBMITTALS ARE REQUIRED THEWAY THE CONTRACTOR PROPOSES TO CONFORM TO THE INFORMATION GIVEN AND THE DESIGNCONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL REVIEW AND APPROVE SHOP DRAWINGS PREPARED BY ASUBCONTRACTOR, MANUFACTURER, SUPPLIER OR DISTRIBUTOR AND THEN SUBMIT THOSE SHOPDRAWINGS TO THE STRUCTURAL ENGINEER FOR REVIEW. BY APPROVING AND SUBMITTING SHOPDRAWINGS, THE CONTRACTOR REPRESENTS THAT HE HAS DETERMINED AND VERIFIED MATERIALS,FIELD MEASUREMENTS AND FIELD CONSTRUCTION THERETO, OR WILL DO SO, AND HAS CHECKEDAND COORDINATED THE INFORMATION CONTAINED WITHIN SUCH SUBMITTALS WITH THEREQUIREMENTS OF THE WORK.

THE STRUCTURAL ENGINEER WILL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTIONUPON THE SUBMITTALS FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITHINFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS.REVIEW OF SUCH SUBMITTALS IS NOT CONDUCTED FOR THE PURPOSE OF DETERMINING THEACCURACY AND COMPLETENESS OF OTHER DETAILS SUCH AS DIMENSIONS AND QUANTITIES, ORFOR SUBSTANTIATING INSTRUCTIONS FOR INSTALLATION OR PERFORMANCE OF EQUIPMENT ORSYSTEM, ALL OF WHICH REMAIN THE RESPONSIBILITY OF THE CONTRACTOR.

THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR DEVIATIONS FROM THEREQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE STRUCTURAL ENGINEER'S APPROVAL OFSHOP DRAWINGS UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE STRUCTURALENGINEER IN WRITING OF SUCH DEVIATION AT THE TIME OF SUBMITTAL AND THE STRUCTURALENGINEER HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. THE STRUCTURALENGINEER'S APPROVAL OF SHOP DRAWINGS SHALL NOT RELIEVE CONTRACTOR OFRESPONSIBILITY FOR DEVIATIONS.

SUBMITTALS SHALL BE PROVIDED WHEN NOTED IN SPECIFICATIONS AND DRAWINGS, INCLUDINGBUT NOT LIMITED TO:

1. CONCRETE MIX DESIGN2. STEEL REINFORCING FOR FOOTINGS AND SLABS3. PRE-FABRICATED STRUCTURES AND MEMBERS4. FABRICATED STRUCTURAL STEEL5. ANCHOR RODS AND EMBEDDED ANCHORS

GENERAL STRUCTURAL NOTESSTRUCTURAL DESIGN CRITERIA NOTES


SECTION INDICATOR


DETAIL INDICATOR



WORKPOINT

ELEVATION INDICATOR

DRAWING NAME

SCALE

NORTH ARROW


1


SCALE BAR

#

VIEW NAME1/2" = 1'-0"

1" 2"0"

0' 4' 8'1' 2'

14"

SYMBOLS

W.P.

CONT. CONTINUOUSCOM. COMMONDIA. DIAMETERDEG. DEGREESGALV. GALVANIZEDH.S.A. HEADED STUD ANCHORMAX. MAXIMUMMIN. MINIMUM(E) EXISTING(N) NEWO.C. ON CENTERSIM. SIMILARTYP. TYPICALTF TOP OF FOOTINGM.O. MASONRY OPENINGFD FOUNDATION DRAINCJ CONSTRUCTION JOINTDF DOUGLAS FIRHF HEMLOCK FIRP.T. PRESSURE TREATEDTR THREADED RODEWL ENGINEERED WALL LINESC SAWCUTBB BOND BEAMCRS COURSE

ABBREVIATIONS

STRUCTURAL LEGEND

PF3 FOOTING DESIGNATION,SEE FOOTING SCHEDULE

FOUNDATION DRAIN

INDEX OF DRAWINGSS-001 STRUCTURAL TITLE PAGES-002 STATEMENT OF SPECIAL INSPECTIONS-101 FOUNDATION PLANS-501 STRUCTURAL DETAILS


1

1

TYPICAL SLAB1" = 1'-0"

1S-501

SLAB JOINTS1" = 1'-0"

2S-501

SIDEWALL PERIMETER FOOTING1" = 1'-0"

3S-501

AT OVERHEAD DOOR1" = 1'-0"

4S-501

THICKENED SLAB

SEE PLANFOR THICKNESS

6" MIN.

1 1/2" CLR.

CONCRETE SLAB WITHREINFORCING PER PLAN.

VAPOR RETARDERDIRECTLY BELOW SLAB

PER ARCHITECTURAL PLANS

PREPARED SUBGRADEPER CIVIL PLANS

CL

CL

FIN. FLOOR1"

2" CLR.

12"

2"

SLOPE

LAP 12"

SLAB

1/4 SLAB THICKNESS

CONSTRUCTION JOINT (CJ)

SAWCUT (SC)

SEEFOOTING

SCHEDULE

12"

24"

FIN. FLOORSEE PLAN

1

1

ED

GE

OF

SLA

B

FOOTING

SEE FOOTINGSCHEDULE

FOOTING

6" MAX.

APPROACH SLAB

CONSTRUCTION JOINT, 1/8"TOOLED RADIUS EACH EDGE

SAWCUT

TYPICAL SLABREBAR

PREVENT BOND

BREAK EVERY THIRDBAR AT SAWCUT

LOCATION

FOOTING DRAIN IN DRAINROCK WITH FILTERFABRIC ENVELOPE

L-BAR MATCHING SLAB REINFORCINGSIZE AND SPACING

BASE ANGLE FOR FASTENINGMETAL SIDING AT SIDEWALL.ENDWALL SHOWN AT SIMILAR

TYPICALSLAB REBAR

#4 CONTINUOUSTOP AND BOTTOM

FINISH GRADE

8"

FOOTING REBAR,SEE SCHEDULE

#4 BARS AT 16" O.C. WITH STD.90 DEG. HOOK INTO FOOTING,WHERE FOOTING OCCURS.ALTERNATE HOOK DIRECTION.3" CLR.

4"

ED

GE

OF

SLA

B

4"FOR ADDITIONAL INFORMATIONSEE DETAIL 3 ON S-501.

GRID GRID

18"


STRIP FOOTING (SF),WHERE OCCURS

ANCHOR ROD1-1/2" = 1'-0"

7S-501

EMBEDMENT INTOFOUNDATION.SEE DETAIL

MATERIALSANCHOR ROD - (ASTM F1554)HEAVY HEX NUTS - (ASTM A563)STANDARD FLAT WASHERS - (ASTM F844)

PROJECT ABOVECONCRETE PER

PEMB PLANS

HEAVY HEX NUT ANDWASHER PER PEMB PLANS

STEEL COLUMNBASE PLATE

ANCHOR RODGRADE ANDDIAMETER PERPEMB PLANS.

STANDARD FLATWASHER WITHDOUBLE HEAVYHEX NUT

END WALL AND CORNER COLUMN FOOTING1" = 1'-0"

5S-501

FRAME COLUMN FOOTING1" = 1'-0"

6S-501

SEE FOOTING SCHEDULE

SEE PLANFIN. FLOOR

SEE FOOTING SCHEDULE

3"CLR.

SEE FOOTINGSCHEDULE

A" 135° HOOKS

B" 4"

14" ANCHOR BOLTEMBEDMENT DEPTH

FIN. FLOORSEE PLAN

2" CLR.


FOR ADDITIONAL INFORMATIONSEE DETAIL 5 ON S-501

CROSS-TIE REBAR.SEE FOUNDATION PLAN

8S-501(4) #4 DOWELS WITH STD. 90° HOOKS

FOOTING DRAIN IN DRAINROCK WITH FILTERFABRIC ENVELOPE


CONTINUE ALL PERIMETERREINFORCING THROUGH

COLUMN FOOTING

(3) #3 TIES AROUND DOWELS,2" O.C. IN TOP 6" AND AS SHOWN

ANCHOR ROD DIAMETER AND LAYOUT PERORIGINAL BUILDING MANUFACTURER PLANS.SEE ANCHOR BOLT DETAIL 7 ON S5.1.

HAIRPIN REBAR, SEEFOUNDATION PLAN

6" MAX.

11

14" ANCHOR BOLTEMBEDMENT DEPTH

SEE FOOTINGSCHEDULE

4" MIN.ALL SIDES

8"



GRID

SEE PEMBPLANS

CL

SEE PEMBPLANS

FOOTING &ANCHOR RODS

GRID CL FOOTING &

ANCHOR RODS

CONTRACTOR TO VERIFY "A" AND "B"DIMENSIONS TO FIT ANCHOR BOLTPATTERN AND REBAR DOWELS

18" 18"

ED

GE

OF

SLA

B

THRUST TIE IN SLAB1" = 1'-0"

8S-501

CL

4"

SEEFOOTING

SCHEDULE

SEEFOOTING

SCHEDULE

GRID

1S-501

CROSS-TIE REBAR.SEE FOUNDATIONPLAN FOR SIZE,LAPS AND LAYOUT.

TYPICAL SLABREBAR

SAW CUT

STOP TYPICAL SLAB REBARTHROUGH THRUST TIE ZONE


1-1/2"AIR GAP

1" FROM CREW TODEFLECTION

TRACK FLANGE

WALL STUD

GYPSUM WALL FINISH

550T250-33 WALL TOPTRACK

#8 SCREWS AT 6" O.C.DO NOT ATTACH TRACKSTO EACH OTHER

562T250-54 DEFLECTION TRACK. FASTENTO BOTTOM OF EACH ROOF PURLINWITH (3) #10 SCREWS. DO NOT FASTENGYPSUM TO DEFLECTION TRACK.

ROOF PURLIN

PERPENDICULAR TO PURLINS

METAL ROOFING

1" AIR GAP

WALL TO ROOF CONNECTIONS3" = 1'-0"

9S-501 S-501

STRUCTURALDETAILS

1375

Lib

erty

St.

SE

, Sal

em, O

rego

n 97

302

Voi

ce 5

03.3

64.8

207

Fax

503.

364.

0735

ww

w.L

ocke

Eng

inee

rs.c

omJ.

O. 1

8050

-1

03-0

4-20

20-9

:50

AM

L:\2

018\

1805

0-1

SW

Pol

k R

ural

Fire

Dis

trict

- S

alt C

reek

Sta

tion\

Stru

ctur

al\1

8050

-1 N

OTE

S &

DE

TAIL

S.d

wg

sheet:

of:


project:dwg file:

checked by:

date:

revisions:

cons

ulta

nts:

proj

ect:

designed by:

2020

2-12-202007018

MOGL

SW

PO

LK F

IRE

DIS

TRIC

TS

ALT

CR

EE

K S

TATI

ON

1545

5 S

ALT

CR

EE

K R

OA

DD

ALL

AS

, OR

973

38

1


1

SALT CREEK RD

H

W

Y

2

2

WETLAND

WETLAND

WETLAND

GEN

SEPTIC

TANK

SEPTIC

DRAINFIELD &

REPLACEMENT

CONC

PAVING

PARKING (6)

ASPHALT

UNDERGROUND

FIRE WATER TANK

3

3

5

'

-

4

"

ZONE: FF (FARM/FOREST)

TAX LOT: 0750600 00100

TOTAL SITE AREA: 5.25 AC

USE: FIRE SERVICE FACILITY PROVIDING RURAL

FIRE PROTECTION SERVICES

BUILDING AREA: 5,040 SF

PARKING PROVIDED: 6 SPACES (1 VAN ACCESSIBLE)

LOADING PROVIDED: 2 SPACES

ZONING CODE

EXIST CONC

BUILDING PAD

GRAVEL

DRIVEWAY

2

6

'-

0

"

T

Y

P

S

82°52'1

4"W

617.51'

N

3

1

°

5

1

'

1

3

"

W

2

2

9

.

1

5

'

N05°25'45"W

457.50'

S

5

3

°

3

4

'

1

2

"

W

9

6

5

.

6

7

'

T

3

5

'

-

0

"

ASPHALT

GRAVEL

FUTURE

BUILDING

ADDITION

DRY HYDRANT

FIRE STATION

STORMWATER

RETENTION &

TREATMENT

LOADING

AREA (2

SPACES)

PROPANE

TANK

98'-4"

287'-10"

1

1

0

'

-

0

"

2

0

6

'

-

0

"

sheet:

of:

Carlson Veit Junge Architects PC

copyright c

project:

dwg file:

drawn by:

checked by:

date:

revisions:

co

nsu

lta

nts:

pro

je

ct:

2020

02-12-2020

07018

A-100-X-07018

NW

OVERALL

SITE PLAN

A-100

SW

P

OLK

F

IR

E D

IS

TR

IC

T

SA

LT

C

RE

EK

S

TA

TIO

N

15455 S

ALT

C

RE

EK

R

OA

D

DA

LLA

S, O

R 97338

03-04-2020

ADDENDUM 1

SITE PLAN

1" = 40'-0"

A-101

1

1

1

1

AutoCAD SHX Text1

AutoCAD SHX TextI

AutoCAD SHX TextH

AutoCAD SHX TextR

AutoCAD SHX TextC

AutoCAD SHX TextD

AutoCAD SHX TextE

AutoCAD SHX TextR

AutoCAD SHX TextS

AutoCAD SHX TextE

AutoCAD SHX TextT

AutoCAD SHX TextA

AutoCAD SHX TextT

AutoCAD SHX TextC

AutoCAD SHX TextE

AutoCAD SHX TextO

AutoCAD SHX TextR

AutoCAD SHX TextE

AutoCAD SHX TextG

AutoCAD SHX TextO

AutoCAD SHX TextN

AutoCAD SHX TextR

AutoCAD SHX TextS

AutoCAD SHX TextE

AutoCAD SHX TextO

AutoCAD SHX TextF

AutoCAD SHX TextA

AutoCAD SHX TextT

AutoCAD SHX TextE

AutoCAD SHX TextT

AutoCAD SHX TextSALEM, OREGON

AutoCAD SHX TextMICHAEL W. JUNGE

AutoCAD SHX TextI

AutoCAD SHX TextG

AutoCAD SHX TextT

7

0

'

-

7

"

1

9

'

-

0

"

5

'

-

0

"

2

6

'

-

0

"

2

5

'

-

3

"

5

2

'

-

1

0

"

5

'

-

0

"

2

3

'

-

0

"

1

8

'

-

0

"

6

'-

0

"

T

Y

P

1

6

3

'

-

2

1

2

"

R

=

6

2

'

3

6

'

-

0

"

F

U

T

U

R

E

B

L

D

G

A

D

D

I

T

I

O

N

1

8

'

-

0

"

5

4

'-

9

1

2

"R

=

1

0

7

'

CONC SLAB FOR

GENERATOR

SEPTIC TANK

3

6

'

-

0

"

CONC

SIDEWALK

PAINTED STL

PIPE BOLLARD

TYP OF 6, SEE

DTL 3/A-101

PAINTED STL

PIPE BOLLARD

TYP OF 8, SEE

DTL 3/A-101

±

2

8

'

-

1

"

C

O

N

C

A

S

P

H

A

L

T

C

O

N

C

A

S

P

H

A

L

T

CONC SLAB FOR

TRANSFORMER

(2) 12' x 30'

LOADING ZONES

G

R

A

V

E

L

C

O

N

C

1

8

4

'

-

71

2"

R

=

8

8

'

PROPANE TANK, OFOI.

CONTRACTOR TO

INSTALL CONC SLAB

& ALL CONNECTIONS

9'-0"9'-0"

24" MIN

MIN

29

"

2

'

-

0

"

4

"

P

A

I

N

T

E

D

L

I

N

E

S

,

T

Y

P

2

ACCESSIBLE PAINTED STRIPING

1/8" = 1'-0"

36°

N

O

P

A

R

K

I

N

G

2'-6

"

WHEEL

STOP

R7-8 & R7-8A,

POST-MOUNTED @

7'-0" ABOVE

PARKING SURFACE

PAVEMENT

STENCIL WHITE

4'-0"

18"

3'-0"

SLOPING CONCRETE BASE

CONCRETE BASE

ROUNDED CONCRETE CAP

3

PIPE BOLLARD DETAIL

1/2" = 1'-0"

PRIME COATED 6" Ø

STEEL PIPE FILLED W/

CONCRETE, PAINT

6"

sheet:

of:

Carlson Veit Junge Architects PC

copyright c

project:

dwg file:

drawn by:

checked by:

date:

revisions:

co

nsu

lta

nts:

pro

je

ct:

2020

02-12-2020

07018

A-100-X-07018

NW

PARTIAL SITE

PLAN & DETAILS

A-101

SW

P

OLK

F

IR

E D

IS

TR

IC

T

SA

LT

C

RE

EK

S

TA

TIO

N

15455 S

ALT

C

RE

EK

R

OA

D

DA

LLA

S, O

R 97338

03-04-2020

ADDENDUM 1

1

LARGE SCALE SITE PLAN

1" = 20'

A-101

2

1

AutoCAD SHX Text1

AutoCAD SHX TextI

AutoCAD SHX TextH

AutoCAD SHX TextR

AutoCAD SHX TextC

AutoCAD SHX TextD

AutoCAD SHX TextE

AutoCAD SHX TextR

AutoCAD SHX TextS

AutoCAD SHX TextE

AutoCAD SHX TextT

AutoCAD SHX TextA

AutoCAD SHX TextT

AutoCAD SHX TextC

AutoCAD SHX TextE

AutoCAD SHX TextO

AutoCAD SHX TextR

AutoCAD SHX TextE

AutoCAD SHX TextG

AutoCAD SHX TextO

AutoCAD SHX TextN

AutoCAD SHX TextR

AutoCAD SHX TextS

AutoCAD SHX TextE

AutoCAD SHX TextO

AutoCAD SHX TextF

AutoCAD SHX TextA

AutoCAD SHX TextT

AutoCAD SHX TextE

AutoCAD SHX TextT

AutoCAD SHX TextSALEM, OREGON

AutoCAD SHX TextMICHAEL W. JUNGE

AutoCAD SHX TextI

AutoCAD SHX TextG

AutoCAD SHX TextT

A

C

71 2 4 5

B

6

W

DR

YER

3

WH-11

P-500

HB-1

HB-1

FD-1

FD-1

S-2

CW-13

P-501

3P-500

FD-1

TP-14

P-501

FD-1

TP-14

P-501

1-1/2"DCW1-1/4"DHW 1

WC-1

L-1

SH-1

2" DOMESTIC COLDWATER FROM (E)METER

2"DCW1-1/2"DHW

3/4"DCW1/2"DHW

1-1/2"DCW1-1/2"DHW

HB-1

FS-1

WC-1

WC-1DF-1

SH-1

L-1 L-1

S-1

WB-1

1/4"DCW

3/4"DCW3/4"DHW

BELOW GRADETO ISLAND SINK

IM-1

3/4"DCW3/4"DHW1

2

3/4"DCW3/4"DHW3

1/2"DCW1/2"DHW3

3P-501

3/4"LPGTO UH-01

SEE M-100

1/2"LPG

8P-501

REGULATOR11" W.C.

7P-501

71/2"LPG FROM LIQUEFIED

PETROLEUM GAS TANK LPG-02

KEYED NOTES

STUB-OUT FOR FUTURE CONNECTION.

TERMINATE WATER PIPES BELOW FINISH FLOOR. PROVIDESUFFICIENT CLEARANCE AROUND THE PIPES, ANDSTANDOFF FROM THE CONCRETE SLAB, IN THE FORM OF AVALVE BOX (NDS OR APPROVED ALTERNATIVE) WITH LID(FLUSH WITH FINISHED FLOOR) SUCH THAT FUTURECONNECTION CAN BE MADE FOR EXTENSION TO FUTUREFIXTURES.

PIPE UP IN WALL. STUB-OUT OVER THE CEILING.

LPG TANK LOCATIONS TO BE VERIFIED BY OWNERS ANDARCHITECT.

GAS PIPING SHALL BE STEEL PIPE WITH PVC COATING(YELLOW) OR APPROVED POLYETHYLENE PIPE WITH 18GAUGE COPPER TRACER ATTACHED TO PIPING ANDTERMINATE ABOVE GROUND AT BOTH ENDS. PIPE TO BEPLACED AT A MINIMUM 24" DEPTH. PROVIDE CAUTION TAPE 6INCHES ABOVE GAS PIPE.

WHERE GAS PIPING IS TO BE ROUTED UNDER PAVING,CONTRACTOR TO ENCASE PIPE IN MIN. TWO INCHES OFCONCRETE ALL AROUND PIPE.

LPG PIPING SHALL INCLUDE DRIP LEG AND SHALL BEDRAINED BY BALL VALVE SUITABLE FOR LPG APPLICATION.

PROVIDE 6" POURED CONCRETE PAD WITH MINIMUM 1/2"REBAR REINFORCEMENT AND J-BOLTS (OR EPOXY/ROD) FORPOSITIVE ANCHORING. ALTERNATIVELY, APPROVEDENGINEERED FOOTINGS MAY BE USED.

FINAL TANK CONFIGURATION TO BE DETERMINED BY CIVILAND ARCHITECTURAL.

FUTURE FIXTURES.

1

x

2

3

4

5

6

7

8

9

GENERAL NOTES

1. FOR THE PURPOSES OF CLEARNESS AND LEGIBILITY,DRAWINGS ARE DIAGRAMMATIC AND FOR DESIGN INTENTONLY. CONTRACTOR MUST VERIFY ALL DIMENSIONS BYFIELD MEASUREMENT BEFORE BEGINNING ANY FABRICATIONOR CONSTRUCTION.

2. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLESTATE AND LOCAL CODES IN ACCORDANCE WITH THECURRENT INTERNATIONAL MECHANICAL CODE.

3. ALL NEW MATERIAL, METHODS, AND EQUIPMENT SHALL BEINSTALLED IN STRICT ACCORDANCE WITH THE BUILDINGSTANDARDS AS APPROVED BY THE OWNER.

4. CONTRACTOR SHALL INSTALL ALL EQUIPMENT IN STRICTACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

5. COORDINATE WITH OTHER TRADES EXACT LOCATION OFPIPING WITH EQUIPMENT, LIGHTING, DUCTING, ETC.

6. COORDINATE FINAL EQUIPMENT CONNECTION LOCATIONSWITH FINISH PLUMBER.

7. COORDINATE FORMING OF FLOOR CONSTRUCTION TORECEIVE DRAINS TO REQUIRED INVERT ELEVATIONS.

8. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS,BEST PRACTICES, AND WARRANTY.

9. INSULATE ALL COLD AND HOT WATER PIPES AND PROVIDEPIPE IDENTIFICATION AS CALLED OUT IN SPECIFICATIONS.

10. INSTALL NEW FLOOR DRAINS, SANITARY SEWER PIPING, ANDVENTING AS SHOWN. PROVIDE MINIMUM SLOPE OF 1/4" PERFOOT FOR ALL HORIZONTAL DRAINAGE PIPING. ALL VENTPIPING SHALL BE ABOVE FLOOD RIM LEVEL OF HIGHESTFIXTURE BEFORE CONNECTION TO COMMON VENTS.

11. COORDINATE INVERTS AND CONNECTION OF SANTARYSEWER DRAIN INTO SEPTIC SYSTEM (BY OTHERS).

12. FIRE CAULK ALL FIRE WALL PENETRATIONS.

MINIMUM 750 GALLON LIQUEFIEDPETROLEUM GAS TANK

1-1/

2"LP

G


1/2"

LPG

GAS SHUT-OFFAND 2PSI REGULATOR


65

TO EMERGENCY GENERATOR(SEE ELECTRICAL), MAXIMUM 900 FEET

65

LPG02

LPG01

84

1/2"LPG TO HVAC EQUIPMENT (SEE #1/P-100)MAX 2,000 FEET

6M-501

8P-501

6M-501

8P-501

84

9

RA

CI E

NG

INEE

RIN

GM

ECH

AN

ICA

L, C

ON

TRO

LS, A

ND

PLU

MB

ING

DES

IGN

raci

-eng

inee

ring.

com

sheet:

of:


project:dwg file:drawn by:checked by:

date:

revisions:

cons

ulta

nts:

proj

ect:

2020

02-11-2007018

YDAW

SW P

OLK

FIR

E D

ISTR

ICT

SALT

CR

EEK

STAT

ION

1545

5 SA

LT C

REE

K R

OAD

DAL

LAS,

OR

973

38

20 4 8 16

1 SCALE: 3/16" = 1'-0"HOT AND COLD WATER PLUMBING PLAN BASE BID

HOT AND COLD WATERPLUMBING PLAN BASEBID

P-100

20 4 8 16

2 SCALE: 3/16" = 1'-0"PROPANE TANK FARM

ADDENDUM 1 03-04-201

1

Alan L. WrightDigitally signed by Alan L. WrightDN: C=US, [email protected],O=RACI, CN=Alan L. WrightReason: I am the author of this documentDate: 2020.03.04 08:51:57-08'00'

A

C

71 2 4 5

B

63

DW

W

DR

YER

WH-11

P-500

HB-1

HB-1

FD-1

FD-1

S-2

CW-13

P-501

3P-500

FD-1

TP-14

P-501

FD-1

TP-14

P-501

1-1/2"DCW1-1/4"DHW

WC-1

L-1

SH-1

2" DOMESTIC COLDWATER FROM (E)METER

2"DCW1-1/2"DHW

3/4"DCW1/2"DHW

1-1/2"DCW1-1/2"DHW

HB-1

FS-1

WC-1

WC-1DF-1

SH-1

L-1 L-1

S-1

1/2"DCW1/2"DHW

11

3/4"DCW3/4"DHW

WB-1

3/4"DCW1/2"DHW

3/4"DCW3/4"DHW

DW-1

IM-1

1/4"DCW

3/4"DCW3/4"DHW

BELOW GRADETO ISLAND SINK

1

3P-501

3/4"LPGTO UH-01

SEE M-100

1/2"LPG

8P-501

REGULATOR11" W.C.

7P-501

71/2"LPG FROM LIQUEFIED

PETROLEUM GAS TANK LPG-02

KEYED NOTES

STUB-OUT, VALVE, AND CAP FOR FUTURE CONNECTION.

NOT USED.

NOT USED.

LPG TANK LOCATIONS TO BE VERIFIED BY OWNERS ANDARCHITECT.

GAS PIPING SHALL BE STEEL PIPE WITH PVC COATING(YELLOW) OR APPROVED POLYETHYLENE PIPE WITH 18GAUGE COPPER TRACER ATTACHED TO PIPING ANDTERMINATE ABOVE GROUND AT BOTH ENDS. PIPE TO BEPLACED AT A MINIMUM 24" DEPTH. PROVIDE CAUTION TAPE 6INCHES ABOVE GAS PIPE.

WHERE GAS PIPING IS TO BE ROUTED UNDER PAVING,CONTRACTOR TO ENCASE PIPE IN MIN. TWO INCHES OFCONCRETE ALL AROUND PIPE.

LPG PIPING SHALL INCLUDE DRIP LEG AND SHALL BEDRAINED BY BALL VALVE SUITABLE FOR LPG APPLICATION.

PROVIDE 6" POURED CONCRETE PAD WITH MINIMUM 1/2"REBAR REINFORCEMENT AND J-BOLTS (OR EPOXY/ROD) FORPOSITIVE ANCHORING. ALTERNATIVELY, APPROVEDENGINEERED FOOTINGS MAY BE USED.

FINAL TANK CONFIGURATION TO BE DETERMINED BY CIVILAND ARCHITECTURAL.

FUTURE FIXTURES.

1

x

4

5

6

7

8

2

3

9

GENERAL NOTES

1. FOR THE PURPOSES OF CLEARNESS AND LEGIBILITY,DRAWINGS ARE DIAGRAMMATIC AND FOR DESIGN INTENTONLY. CONTRACTOR MUST VERIFY ALL DIMENSIONS BYFIELD MEASUREMENT BEFORE BEGINNING ANY FABRICATIONOR CONSTRUCTION.

2. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLESTATE AND LOCAL CODES IN ACCORDANCE WITH THECURRENT INTERNATIONAL MECHANICAL CODE.

3. ALL NEW MATERIAL, METHODS, AND EQUIPMENT SHALL BEINSTALLED IN STRICT ACCORDANCE WITH THE BUILDINGSTANDARDS AS APPROVED BY THE OWNER.

4. CONTRACTOR SHALL INSTALL ALL EQUIPMENT IN STRICTACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

5. COORDINATE WITH OTHER TRADES EXACT LOCATION OFPIPING WITH EQUIPMENT, LIGHTING, DUCTING, ETC.

6. COORDINATE FINAL EQUIPMENT CONNECTION LOCATIONSWITH FINISH PLUMBER.

7. COORDINATE FORMING OF FLOOR CONSTRUCTION TORECEIVE DRAINS TO REQUIRED INVERT ELEVATIONS.

8. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS,BEST PRACTICES, AND WARRANTY.

9. INSULATE ALL COLD AND HOT WATER PIPES AND PROVIDEPIPE IDENTIFICATION AS CALLED OUT IN SPECIFICATIONS.

10. INSTALL NEW FLOOR DRAINS, SANITARY SEWER PIPING, ANDVENTING AS SHOWN. PROVIDE MINIMUM SLOPE OF 1/4" PERFOOT FOR ALL HORIZONTAL DRAINAGE PIPING. ALL VENTPIPING SHALL BE ABOVE FLOOD RIM LEVEL OF HIGHESTFIXTURE BEFORE CONNECTION TO COMMON VENTS.

11. COORDINATE INVERTS AND CONNECTION OF SANTARYSEWER DRAIN INTO SEPTIC SYSTEM (BY OTHERS).

12. FIRE CAULK ALL FIRE WALL PENETRATIONS.


1-1/

2"LP

G


1/2"

LPG



65

TO EMERGENCY GENERATOR(SEE ELECTRICAL), MAXIMUM 900 FEET

65

LPG02

LPG01

84

84

1/2"LPG TO HVAC EQUIPMENT (SEE #1/P-103)MAX 2,000 FEET

6M-501

8P-501

6M-501

8P-501

9

RA

CI E

NG

INEE

RIN

GM

ECH

AN

ICA

L, C

ON

TRO

LS, A

ND

PLU

MB

ING

DES

IGN

raci

-eng

inee

ring.

com

sheet:

of:



date:

revisions:

cons

ulta

nts:

proj

ect:

2020

02-11-2007018

YDAW

SW P

OLK

FIR

E D

ISTR

ICT

SALT

CR

EEK

STAT

ION

1545

5 SA

LT C

REE

K R

OAD

DAL

LAS,

OR

973

38

20 4 8 16

1 SCALE: 3/16" = 1'-0"HOT AND COLD WATER PLUMBING PLAN ALTERNATE #1

HOT AND COLD WATERPLUMBING PLANALTERNATE #1

P-103

20 4 8 16

2 SCALE: 3/16" = 1'-0"PROPANE TANK FARM


1


MATERIAL AS PER SPECIFICATION

FLOW

45° TYP

CLEANOUT BOX WITHCOVER-MARKED "CO"

CLEANOUT ADAPTERWITH CLEANOUT PLUG

FINISH GRADE

CONCRETESUBSTRUCTURE

SEWER PIPING

ELBOW OR WYE FITTING AS REQUIRED

1 SCALE: NOT TO SCALEFLOOR CLEANOUT DETAIL

FLOOR LINE

PVC DWV PIPE

PLUGGED TEE

WALL

MAY EXTEND AS AWASTE OR VENT LINE.

CHROME WALLCOVERAND SCREW

9"

2 SCALE: NOT TO SCALEWALL CLEAN-OUT DETAIL

112" VENT

CLEANOUT

2" WASTE

2" P-TRAP

2" STAND PIPE

FINISHED FLOOR

COLDHOTHOSE BIBB

SUPPLY FITTING

APPR

OX.

36"

A.F

.F.

3 SCALE: NOT TO SCALEWASHER BOX DETAIL 4 SCALE: NOT TO SCALE

TRAP PRIMER DETAIL

1/2" COPPER TUBINGTO EACH FLOOR DRAIN

DISTRIBUTION UNIT

WALL ACCESS PANEL

TRAP PRIMER

COLD WATERDISTRIBUTION LINE

COPPER TEE (UPRIGHT)

3/4" COPPER ELBOWS

5 SCALE: NOT TO SCALEINDIRECT WASTE DETAIL

FLOOR

SINK

TEIL-PIECE

CONDENSATEFROM HVAC

PROVIDE NEW TRAPWITH TRAP PRIMER CONNECTION

VENT PIPE UP

NEW FLOOR SINK 12"x12"x6"

WATERPROOF COVERINGSLOPED TOWARD (DIMPLED)

DRAIN GRATE

DOME-TYPE GRATING

HEAVY DUTY BRONZE TOP

3/8" SOFT COPPER PIPETRAP PRIMER

SLOPE 1/4"/FT

FLOW

6 SCALE: NOT TO SCALEFLOOR SINK INSTALLATION DETAIL

PIPE, SUSPENDAS SPECIFIED.

SLEEVE

ESCUTCHEON

WALL (TYPICAL)

WEATHER SEAL WITHAPPROVED FIRE

PROOFING MATERIAL

NOTES:1. NEATLY CUT/BORE WALL AS REQUIRED TO INSTALL PIPE.

ALLOW FOR ADEQUATE SLOPE WHEN BORING HOLES.2. REPAIR EXPOSED FINISH WHERE DAMAGED BY CUTTING

PENETRATION.

9 SCALE: NOT TO SCALEPIPE PENETRATION DETAIL

TRENCH WIDTHAS REQUIRED

CO

VER

SEE

BELO

W

VAR

IES

PAVEDAREA

UNPAVEDAREA

8 SCALE: NOT TO SCALETYPICAL TRENCH DETAIL

NOTES:1. CONTRACTOR SHALL PROVIDE A TEMPORARY COLD MIX

PATCH IF PERMANENT RESTORATION CANNOT BE MADEWITHIN 24 HOURS OF BACKFILL.

2. ALL DISTURBED AREAS TO BE REPAIRED TO MATCHSURROUNDING SURFACE AND TO BE LEFT IN SIMILAR ORBETTER CONDITION.

3. 12" OF CUSHION MATERIAL FOR PIPES 16" OR LARGER.4. 6" CUSHION MATERIAL FOR PIPES 12" OR SMALLER AT

LOCATIONS WHERE INVERT IS ABOVE 4-FOOT ELEVATION.5. 12" OF CUSHION MATERIAL FOR ALL PIPES SIZES AT

LOCATION WHERE THE INVERT IS AT OR BELOW THE 4-FOOTELEVATIONS.

6. ANY DAMAGES TO EXISTING UTILITIES SHALL BE REPLACEDAND OR RESTORED TO ITS ORIGINAL CONDITION AT NOADDITIONAL COST TO THE OWNER.

FINISH GRADEPAVEMENT

COMPACTED BACKFILL95% MAX. DENSITY

2-1/2" A.C. (MIX V) ON 4" ATB AND6" UTB OR MATCH EXIST.PAVEMENT STRUCTURE WHICHEVER IS GREATER

6" OR 12" CUSHION.SEE NOTE 3 & 4

PIPE PER SCHEDULE

6" CUSHION

TRACE WIRECAUTION TAPE

GAS VENT PIPE TO ATMOSPHERE

12"

DRIP LEG

ESCUTCHEON WITH WOOD TRIM BEHINDSEE ARCHITECTURAL DETAIL

FLEXIBLE METAL HOSE SEISMIC JOINT

REGULATOR, 10 PSI

REDUCERSGLOBE ISOLATION VALVE

WYE STRAINER

TRACE WIRE

POLYETHYLENE PIPE

TRANSITION FITTING

STEEL PIPE

7 SCALE: NOT TO SCALEGAS PIPE DETAIL

RA

CI E

NG

INEE

RIN

GM

ECH

AN

ICA

L, C

ON

TRO

LS, A

ND

PLU

MB

ING

DES

IGN

raci

-eng

inee

ring.

com

sheet:

of:



date:

revisions:

cons

ulta

nts:

proj

ect:

2020

02-11-2007018

YDAW

SW P

OLK

FIR

E D

ISTR

ICT

SALT

CR

EEK

STAT

ION

1545

5 SA

LT C

REE

K R

OAD

DAL

LAS,

OR

973

38

PLUMBING DETAILS

P-501


1


RA

CI E

NG

INEE

RIN

GM

ECH

AN

ICA

L, C

ON

TRO

LS, A

ND

PLU

MB

ING

DES

IGN

raci

-eng

inee

ring.

com

sheet:

of:



date:

revisions:

cons

ulta

nts:

proj

ect:

2020

02-11-2007018

YDAW

SW P

OLK

FIR

E D

ISTR

ICT

SALT

CR

EEK

STAT

ION

1545

5 SA

LT C

REE

K R

OAD

DAL

LAS,

OR

973

38

PLUMBING SCHEDULES

P-600


1


FOUNDATION PLANS COVER PAGESW POLK RURAL FIRE DISTRICT - RICKREALL FIRE STATION

S-001

STRUCTURALTITLE PAGE

1375

Lib

erty

St.

SE

, Sal

em, O

rego

n 97

302

Voi

ce 5

03.3

64.8

207

Fax

503.

364.

0735

ww

w.L

ocke

Eng

inee

rs.c

omJ.

O. 1

8050

-3,4

03-0

4-20

20-9

:52

AM

L:\2

018\

1805

0-3

SW

Pol

k R

ural

Fire

Dis

trict

- R

ickr

eall

Sta

tion\

Stru

ctur

al\1

8050

-3 R

ICK

RE

ALL

NO

TES

& D

ETA

ILS

.dw

g

sheet:

of:


project:dwg file:

checked by:

date:

revisions:

cons

ulta

nts:

proj

ect:

designed by:

2020

02619

MOGL

SW

PO

LK F

IRE

DIS

TRIC

TR

ICK

RE

ALL

STA

TIO

N91

05 R

ICK

RE

ALL

RO

AD

RIC

KR

EA

LL, O

R 9

7371

2-12-2020


SECTION INDICATOR


DETAIL INDICATOR



WORKPOINT

ELEVATION INDICATOR

DRAWING NAME

SCALE

NORTH ARROW


1


SCALE BAR

#

VIEW NAME1/2" = 1'-0"

1" 2"0"

0' 4' 8'1' 2'

14"

SYMBOLS

W.P.

CONT. CONTINUOUSCOM. COMMONDIA. DIAMETERDEG. DEGREESGALV. GALVANIZEDH.S.A. HEADED STUD ANCHORMAX. MAXIMUMMIN. MINIMUM(E) EXISTING(N) NEWO.C. ON CENTERSIM. SIMILARTYP. TYPICALTF TOP OF FOOTINGM.O. MASONRY OPENINGFD FOUNDATION DRAINCJ CONSTRUCTION JOINTDF DOUGLAS FIRHF HEMLOCK FIRP.T. PRESSURE TREATEDTR THREADED RODEWL ENGINEERED WALL LINESC SAWCUTBB BOND BEAMCRS COURSE

ABBREVIATIONS

STRUCTURAL LEGEND

PF3 FOOTING DESIGNATION,SEE FOOTING SCHEDULE

FOUNDATION DRAIN

GENERAL STRUCTURAL NOTESSTRUCTURAL DESIGN CRITERIA NOTESAPPLICABLE CODES2019 OREGON STRUCTURAL SPECIALTY CODE (BASED ON THE 2018 IBC)

STRUCTURAL DESIGN CRITERIABUILDING COLLATERAL LOAD: 5 PSF

ROOF SNOW LOAD DATA:GROUND SNOW LOAD - 16 PSFSNOW EXPOSURE FACTOR, Ce - 1.0SNOW IMPORTANCE FACTOR, Is - 1.2THERMAL FACTOR, Ct - 1.1FLAT-ROOF SNOW LOAD - 14.78 PSFSLOPED ROOF SNOW LOAD - 12.71 PSFRAIN-ON-SNOW ROOF SURCHARGE LOAD - 0 PSFMIN. ROOF SNOW LOAD PER OSSC = 24 PSFDESIGN ROOF SNOW LOAD = 24 PSF

WIND DESIGN DATARISK CATEGORY - IVULTIMATE DESIGN WIND SPEED, VULT (3-SECOND GUST) - 107 MPHNOMINAL DESIGN WIND SPEED, VASD - 83 MPHWIND EXPOSURE, Ce - CNOMINAL DESIGN WIND PRESSURE = 21.7 PSF (MWFRS)

EARTHQUAKE DESIGN DATASITE ADDRESS: 9105 RICKREALL ROAD, RICKREALL OREGONLATITUDE: 44.929 NLONGITUDE: 123.216 WANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDUREBASIC SEISMIC FORCE-RESISTING SYSTEM(S) - DETERMINED BY PEMB MANUFACTURER.RESPONSE MODIFICATION COEFFICIENT(S) - DETERMINED BY PEMB MANUFACTURER.SITE CLASS - DSEISMIC DESIGN CATEGORY - DRISK CATEGORY - IVSEISMIC IMPORTANCE FACTOR, Ie - 1.5MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS

SS = 0.902S1 = 0.457

DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERSSDS = 0.685SD1 = 0.564

SEISMIC RESPONSE COEFFICIENT(S) - DETERMINED BY PEMB MANUFACTURER.DESIGN BASE SHEAR(S) - DETERMINED BY PEMB MANUFACTURER.

BUILDING DEFLECTION LIMITSDRIFT: H/150VERTICAL: 1/180 (TOTAL LOAD)

SPECIAL LOADSNONE

SYSTEMS AND COMPONENTS REQUIRING SPECIAL INSPECTIONS FOR SEISMIC RESISTANCENONE

MAXIMUM ALLOWABLE DEAD PLUS LIVE LOAD FOOTING PRESSURE - 1500 PSFSEE GEOTECHNICAL INVESTIGATION AND REPORT BELOW.

GEOTECHNICAL INVESTIGATION AND REPORTTHE STRUCTURAL DESIGN IS BASED ON OWNER-ACCEPTED RECOMMENDATIONS CONTAINED INTHE GEOTECHNICAL REPORT PREPARED BY BRANCH ENGINEERING DATED JANUARY 22, 2020WHICH WAS MADE PART OF THE CONSTRUCTION CONTRACT. CONTRACTOR SHOULD REFER TOREPORT FOR SPECIFIC RECOMMENDATIONS RELATED TO SITE STRIPPING AND CLEARING,TREATMENT OF EXPOSED SUB-GRADE, PLACEMENT OF STRUCTURAL FILLS, REUSE OF NATIVEMATERIAL AS STRUCTURAL FILL, COMPACTION AND REQUIRED OBSERVATION OR TESTING DURINGCONSTRUCTION. ALL RECOMMENDATIONS SHOULD BE FOLLOWED.

SCOPE OF STRUCTURAL ENGINEERING SERVICESTHE STRUCTURAL ENGINEER HAS PERFORMED THE STRUCTURAL DESIGN AND PREPARED THEWORKING DRAWINGS FOR THIS PROJECT. THE CONSTRUCTION MUST BE PERFORMED IN STRICTACCORDANCE WITH THE STRUCTURAL DRAWINGS. ANY DEVIATION FROM THE DRAWINGS MUST BEAPPROVED IN WRITING BY THE STRUCTURAL ENGINEER. ERRORS AND/OR OMISSIONS FOUND ONTHE STRUCTURAL DRAWINGS MUST BE BROUGHT TO THE STRUCTURAL ENGINEER'S ATTENTIONIMMEDIATELY.

FIELD MEASUREMENT AND THE VERIFICATION OF FIELD DIMENSIONS ARE NOT PART OF THESTRUCTURAL ENGINEER'S RESPONSIBILITY. THE CONTRACTOR MUST CHECK ALL (ASSUMED)EXISTING CONDITIONS SHOWN ON THESE DRAWINGS FOR ACCURACY AND NOTIFY THESTRUCTURAL ENGINEER OF ANY DISCREPANCIES.

INADVERTENT MISLABELING OF DETAILS OF WORK WHICH ARE NECESSARY TO CARRY OUT THEINTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED,SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH MISLABELED DETAILS OF THEWORK BUT THEY SHALL PERFORM AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED INTHE DRAWINGS AND SPECIFICATIONS.

MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS DESIGNED BY OTHER TRADESTHE STRUCTURAL ENGINEER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURALSYSTEM. RESPONSIBILITY FOR THE DESIGN OF MECHANICAL, ELECTRICAL OR PLUMBING SYSTEMSNOT SHOWN, OR SHOWN SCHEMATICALLY ON THE STRUCTURAL PLANS, REST WITH THE SPECIFICTRADE DESIGNER OF THAT SYSTEM AND NOT THE STRUCTURAL ENGINEER.

PREFABRICATED SYSTEMS DESIGNED BY OTHERSTHE STRUCTURAL ENGINEER IS RESPONSIBL

CIVIL PLANS COVER PAGE...M P S82 52' 14"W 617.51' S53 34' 12"E 965.67' N5 25' 45"W 457.50' N31 51'...

Documents

Transcript of CIVIL PLANS COVER PAGE...M P S82 52' 14"W 617.51' S53 34' 12"E 965.67' N5 25' 45"W 457.50' N31 51'...