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%%UAPPROVED FOR CONSTRUCTION

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Date

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Donald C. Ponder, PE

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Environmental Engineering Section Manager Restoration Division, Habitat Program, WDFW

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%%UOF FISH AND WILDLIFE

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%%UWASHINGTON DEPARTMENT

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%%UINDEX

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SHEET NO.

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PROJECT NO.

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OF

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SHEET

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22

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1

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960986-18

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%%UABBREVIATIONS

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ICICLE CREEK, TRIBUTARY TO WENATCHEE RIVER

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CITY OF LEAVENWORTH FISH EXCLUSION PROJECT

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CHELAN COUNTY, WA. WRIA: 45.0474, SITE: 960986

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5

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3

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1

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DETAIL DESIGNATION

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SHEET CALLED FROM

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SHEET LOCATED ON

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%%uDETAIL%%u

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7

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%%uSECTION%%u

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SHEET LOCATED ON

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SECTION DESIGNATION

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SHEET CALLED FROM

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%%USHEET SYMBOLS

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SURVEY CONTROL POINTS TABLE Description Easting Northing Elevation Easting Northing Elevation Easting Northing Elevation Northing Elevation Northing Elevation Elevation Elevation 1. MON. 108 1669099.0219' 197875.3407' 1443.392' 1443.392' 2. R&C 107 1669549.1800' 198347.4800' 1417.420' 3. R&C 1 1669795.83' 198411.10' 1408.23' 4. R&C 2 1670021.64' 198531.01' 1394.74'

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%%UPROJECT CONTROL POINTS

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%%UVICINITY MAP

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APPROX. APPROXIMATE APPROXIMATE BM BENCH MARK BENCH MARK BLDG BUILDING BUILDING CONC. CONCRETE CONCRETE CL CENTERLINE CENTERLINE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE DIA. DIAMETER DIAMETER ELEV. ELEVATION ELEVATION EXIST. EXISTING EXISTING FT. FEET FEET HORIZ. HORIZONTAL HORIZONTAL HPA HYDRAULIC PROJECT APPROVAL HYDRAULIC PROJECT APPROVAL I.E. INVERT ELEVATION INVERT ELEVATION LAT. LATITUDE LATITUDE LF LINEAL FOOT LINEAL FOOT LONG. LONGITUDE LONGITUDE MAX. MAXIMUM MAXIMUM MIN. MINIMUM MINIMUM MISC. MISCELLANEOUS MISCELLANEOUS MP MILE POST MILE POST PAV'T PAVEMENT PAVEMENT REQ'D REQUIRED REQUIRED S SLOPE IN PERCENT SLOPE IN PERCENT SEC. SECTION SECTION SHT. SHEET SHEET SPEC'S. SPECIFICATIONS SPECIFICATIONS TBM TEMPORARY BENCH MARK TEMPORARY BENCH MARK TYP. TYPICAL TYPICAL VERT. VERTICAL VERTICAL WDFW WASHINGTON DEPARTMENT OF FISH AND WILDLIFE WASHINGTON DEPARTMENT OF FISH AND WILDLIFE WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WASHINGTON STATE DEPARTMENT OF TRANSPORTATION W.S. WATER SURFACE WATER SURFACE

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%%UDIRECTIONS TO SITE

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LAT. 47.54370 N, LONG. -120.71462 W CHELAN COUNTY SECTION 28, TOWNSHIP 24 NORTH, RANGE 17 EAST W.M.

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%%UPROJECT SITE

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ICICLE ROAD

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FROM LEAVENWORTH, WA. GO WEST ON STATE ROUTE 2 AT THE EDGE OF TOWN TURN LEFT (SOUTHERLY) ON ICICLE ROAD. CONTINUE ON ICICLE ROAD 4.2 MILES TO THE PARKING LOT ON THE LEFT. THE SITE IS DOWN THE DIRT ROAD PAST THE FOOT BRIDGE OVER ICICLE CREEK TO THE END OF THE ROAD.

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%%UVERTICAL DATUM

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NAVD 88

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%%UREVIEW AND ACCEPTANCE - CITY (FACILITY OWNER)

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Date

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Owner/Operator

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The Drawings, Construction and material Specifications, and Operation and Maintenance Plans for this project have been reviewed with me and are accepted for this installation. I also acknowledge that any modifications prior to review by the WDFW before implementation may result in WDFW disapproval of this installation. I hereby acknowledge receipt of a copy(ies) of this plan.

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3/12/2020 2:54:41 PM

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GODAT, ANTHONY N (DFW)

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PLOT TIME:

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USER NAME:

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XREF FILES:

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#####################

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%%UREVIEW AND ACCEPTANCE - DITCH (LAND OWNER)

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Date

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Owner/Operator

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The Drawings, Construction and material Specifications, and Operation and Maintenance Plans for this project have been reviewed with me and are accepted for this installation. I also acknowledge that any modifications prior to review by the WDFW before implementation may result in WDFW disapproval of this installation. I hereby acknowledge receipt of a copy(ies) of this plan.

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1. COVER SHEET COVER SHEET 2. EXISTING CONDITIONS PLAN VIEW EXISTING CONDITIONS PLAN VIEW 3. ACCESS ROAD PLAN & PROFILE ACCESS ROAD PLAN & PROFILE 4. WATERLINE PLAN & PROFILE WATERLINE PLAN & PROFILE 5. DEWATERING PLAN, NOTES & DETAILS DEWATERING PLAN, NOTES & DETAILS 6. PROJECT NOTES & DETAILS PROJECT NOTES & DETAILS 7. PROJECT NOTES & DETAILS II PROJECT NOTES & DETAILS II 8. SCREEN VAULT DETAILS SCREEN VAULT DETAILS 9. SCREEN VAULT & GANTRY DETAILS SCREEN VAULT & GANTRY DETAILS 10. SCREEN VAULT FLOOR GRATING LAYOUT & DETAILS SCREEN VAULT FLOOR GRATING LAYOUT & DETAILS 11. 66" STAINLESS SCREEN ASSEMBLY (BY OTHERS) 66" STAINLESS SCREEN ASSEMBLY (BY OTHERS) 12. 66" STAINLESS SCREEN ASSEMBLY II (BY OTHERS) 66" STAINLESS SCREEN ASSEMBLY II (BY OTHERS) 13. 66" STAINLESS SCREEN ASSEMBLY III (BY OTHERS) 66" STAINLESS SCREEN ASSEMBLY III (BY OTHERS) 14. SCREEN BUILDING FLOOR PLAN SCREEN BUILDING FLOOR PLAN 15. SCREEN BUILDING FOUNDATION PLAN SCREEN BUILDING FOUNDATION PLAN 16. SCREEN BUILDING ROOF FRAMING PLAN SCREEN BUILDING ROOF FRAMING PLAN 17. SCREEN BUILDING ELEVATIONS SCREEN BUILDING ELEVATIONS 18. SCREEN BUILDING SECTION SCREEN BUILDING SECTION 19. SCREEN BUILDING DETAILS SCREEN BUILDING DETAILS 20. SCREEN BUILDING NOTES SCREEN BUILDING NOTES 21. EXISTING SCREEN BUILDING DRAWINGS EXISTING SCREEN BUILDING DRAWINGS 22. EXISTING SCREEN BUILDING DRAWINGS IIEXISTING SCREEN BUILDING DRAWINGS II

SECT

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ICICLE U

SFS 7

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OF LE

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ICICLE USFS 7600 RD

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SCALE: 1"=60'

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CONTROL POINT #108

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FLOW

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OF

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SHEET

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PROJECT NO.

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ORIGINAL DRAWINGS

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ONE INCH ON

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BAR MEASURES

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1"

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DESIGNED BY

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CHECKED BY

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DATE

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DATE:

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DATE:

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SYM DATE REVISION DESCRIPTION BY

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PROGRAM

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CHIEF ENGINEER

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APPROVED AND RELEASED FOR CONSTRUCTION

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WASHINGTON STATE

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DEPARTMENT OF FISH AND WILDLIFE

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ICICLE CREEK

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FISH PASSAGE AND HABITAT RESTORATION PROJECT

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FISH EXCLUSION SCREEN

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EXISTING PLAN VIEW

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960986-18

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2

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22

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S. STANLEY

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K. SNODGRASS

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3-12-2020

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CONTROL POINT #107

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CONTROL POINT #1

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CONTROL POINT #2

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SURVEY CONTROL POINTS TABLE Description Easting Northing Elevation Easting Northing Elevation Easting Northing Elevation Northing Elevation Northing Elevation Elevation Elevation 1. MON. 108 1669099.0219' 197875.3407' 1443.392' 1443.392' 2. R&C 107 1669549.1800' 198347.4800' 1417.420' 3. R&C 1 1669795.83' 198411.10' 1408.23' 4. R&C 2 1670021.64' 198531.01' 1394.74'

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%%UPROJECT CONTROL POINTS

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%%UVERTICAL DATUM

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NAVD 88

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FLOW

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ICICLE ROAD

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ICICLE

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CREEK

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%%UEXISTING PLAN VIEW

2

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PVI STA: 1+75.00

PVI ELEV: 1413.63

K: 6.61

LVC: 80.01

BV

CS

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35.00

BV

CE

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EV

CS

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15.00

EV

CE

: 1413.29

PVI STA: 0+65.00

PVI ELEV: 1427.86

K: 10.04

LVC: 80.00

BV

CS

: 0+

25.00

BV

CE

: 1429.85

EV

CS

: 1+

05.00

EV

CE

: 1422.69

PVI STA: 2+50.00

PVI ELEV: 1413.00

K: 8.89

LVC: 50.00

BV

CS

: 2+

25.00

BV

CE

: 1413.21

EV

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75.00

EV

CE

: 1411.38

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SCALE: HORZ. 1"=20', VERT. 1"=4'

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CHIEF ENGINEER

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WASHINGTON STATE

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ICICLE CREEK

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ACCESS ROAD PLAN AND PROFILE VIEW

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S. STANLEY

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K. SNODGRASS

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EX. TOP OF BANK

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EX. TOP OF BANK

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EX. TOP OF BANK

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EX. TOP OF BANK

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EX. TOP OF BANK

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EX. TOE OF BANK

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EX. TOE OF BANK

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EX. TOE OF BANK

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EDGE OF EX. GRAVEL DWY

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EXISTING ACCESS ROAD GRADE

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PROPOSED ACCESS ROAD GRADE

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ICICLE ROAD

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EX. GRAVEL ACCESS ROAD

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STA 0+00.00 CL ACCESS ROAD

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MATCH EXISTING EDGE OF PAVEMENT

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MATCH EXISTING EDGE OF PAVEMENT

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STA 0+40.01 PC

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STA 0+86.85 PT

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STA 1+99.78 PC

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STA 2+17.82 PT

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STA 2+51.86 PC

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STA 2+58.36 PT

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STA 3+08.00 MATCH EXISTING ROAD

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EX. TOE OF BANK

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STA 1+16.50, 30.75'LT INSTALL 1-TYPE 2, 48" MANHOLE RIM 1427.44 IN 1423.10 IN IE 1420.00 OUT

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24" CMP @ CL ROAD IE 1416.68

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24" CMP IE 1412.00

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74LF, 24" CMP @ 10.80%10.80%

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EXISTING 63LF, 24" CMP @ 9.24%9.24%

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6'x12' ARMORED OUTFALL W/1 MAN ROCK

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EXISTING SCREEN BUILDING TO BE REMOVED AND DISPOSED OF.

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%%UACCESS ROAD PROFILE VIEW

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%%UACCESS ROAD PLAN VIEW

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EX. 18" STEEL PIPE

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EX. 18" STEEL PIPE

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LWE

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CL ICICLE CREEK

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LWE

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EX. 16" STEEL PIPE (TO REMAIN)

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ACCESS ROAD GATE FIELD LOCATED BY THE ENGINEER. SEE DETAILS SHEET 6

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NOTES: 1. SEE SCHEDULE A FOR PROPOSED TRAFFIC SAFETY PLAN. MODIFICATIONS MAY SEE SCHEDULE A FOR PROPOSED TRAFFIC SAFETY PLAN. MODIFICATIONS MAY BE MADE AT THE CONTRACTOR'S DISCRETION FOR CONSTRUCTION OF THE ROCK CONSTRUCTION ENTRANCE. 2. ASPHALT PROTECTION; DIRT, ROCK, OR OTHER MATERIAL TRACKED OR ASPHALT PROTECTION; DIRT, ROCK, OR OTHER MATERIAL TRACKED OR SPILLED ON THE EXISTING ASPHALT SURFACE SHALL BE PROMPTLY REMOVED THROUGHOUT THE DURATION OF THE WORK AND PRIOR TO FINAL ACCEPTANCE. ANY DAMAGE TO THE ASPHALT SURFACE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE ROAD WITHIN THE PROJECT AREA FROM THE TIME WORK STARTS UNTIL OWNER GIVES FINAL ACCEPTANCE. 3. ASPHALT REPAIR; IF ASPHALT IS DAMAGED BY THE CONTRACTOR ADJACENT TO ASPHALT REPAIR; IF ASPHALT IS DAMAGED BY THE CONTRACTOR ADJACENT TO THE PROJECT AREA BY CONSTRUCTION ACTIVITIES THE DAMAGED ASPHALT SHALL BE PATCHED AS DESCRIBED IN SCHEDULE A AT NO COST TO THE OWNER. 4. ACCESS TO RIVER'S EDGE BEYOND THE CITY'S EXISTING COLLECTION ACCESS TO RIVER'S EDGE BEYOND THE CITY'S EXISTING COLLECTION CHAMBER BUILDING SHALL BE PRESERVED. THIS MAY BE ACCOMPLISHED BY ESTABLISHING A NEW PATH ALONG THE PIPELINE ALIGNMENT OR BY PRESERVING THE EXISTING ACCESS.

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IE 1400.70 18" CONNECTION

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EX. TOP OF BANK

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EX. TOP OF BANK

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EX. TOP OF BANK

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EX. TOP OF BANK

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EX. TOE OF BANK

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EX. TOE OF BANK

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EX. TOE OF BANK

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EXISTING GRADE

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PROPOSED GRADE OVER CL WATERMAIN

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ICICLE ROAD

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STA 0+00.00 CONNECT TO EXISTING 18" STEEL WATERMAIN IE 1400.70 FIELD VERIFY LOCATION, DEPTH AND FITTINGS NEEDED. BACKFILL TO MATCH ADJACENT EXISTING GRADE.

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STA 0+57.60 INSTALL 1-18"-22-1/2° D.I. BEND (MJxMJ)BLOCKING

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STA 2+22.00 CONNECT TO PROPOSED 24' x 14' SCREEN BLDG 18" D.I. PIPE IE 1400.00

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PROPOSED 24' x 14' SCREEN BLDG

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EX. TOE OF BANK

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24" CMP @ CL WTR IE 1414.00

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STA 0+57.60 INSTALL 1-18"-22-1/2° D.I. BEND (MJxMJ)BLOCKING

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STA 2+22.00 CONNECT TO PROPOSED 24' x 14' SCREEN BLDG 18" D.I. PIPE IE 1400.00

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PROPOSED 24' x 14' SCREEN BLDG FLOOR ELEVATION 1413.00

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18" D.I. SLUICE LINE IE 1396.83

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12" D.I. BY-PASS PIPE IE 1404.00

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164.5LF 18" D.I. PIPE @ -0.0032 FT/FT

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57.6LF 18" D.I. PIPE @ -0.0032 FT/FT

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57.6LF 18" D.I. PIPE

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164.5LF 18" D.I. PIPE

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ABANDON EXISTING 18" STEEL PIPE IN PLACE

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EXISTING SCREEN BUILDING TO BE REMOVED AND DISPOSED OF.

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SCREEN BUILDING

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INSTALL APPROXIMATELY 40LF OF SAND BAG COFFER DAM WITH DEWATERING PIT TO ISOLATE WATERLINE CONNECTION POINT. SEE DETAILS SHEET 5.

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INSTALL RECEIVING POOL 5-FOOT MINIMUM DIAMETER 3-FEET DEEP CONNECTING BYPASS FLOW TO LOW SUMMER CHANNEL EDGE.

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%%UWATERLINE PROFILE VIEW

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%%UWATERLINE PLAN VIEW

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18" D.I. OVERFLOW LINE IE 1409.00

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EX. 18" STEEL PIPE

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LWE

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CL ICICLE CREEK

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STA 0+00.00 CONNECT TO EXISTING 18" STEEL WATERMAIN IE 1400.70 FIELD VERIFY LOCATION, DEPTH AND FITTINGS NEEDED

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FINISH GRADE

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EXISTING SCREEN BUILDING OUTFALL PIPES TO BE PLUGGED OR CUT AND CAPPED.

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INSTALL APPROXIMATELY 80LF OF SAND BAG COFFER DAM TO ISOLATE EXISTING STRUCTURE DURING REMOVAL SEE DETAILS SHEET 5.

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NOTE: WATER PIPE MATERIAL AND INSTALLATION SHALL FOLLOW THE REQUIREMENTS IN SCHEDULE A. ALL WATER PIPE TO BE CLASS 52.

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20LF 16" D.I. PIPE 1- 18"x 16" REDUCER FLxFL 1- 16" 22-1/2° BEND FLxMJ2LF 18" D.I. PIPE

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1- 16" 22-1/2° BEND MJxMJ1- 16" PLUG MJ

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20LF 16" D.I. PIPE 1- 18"x 16" REDUCER FLxFL 1- 16" 22-1/2° BEND FLxMJ2LF 18" D.I. PIPE

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1- 16" 22-1/2° BEND MJxMJ1- 16" PLUG MJ

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M2CPT#107

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Scale: N.T.S.

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SCALE: N.T.S.

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PREVENT PIPING

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COMPACTED SOIL TO

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OR TWINE

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BINDING WIRE

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OR REBAR

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WOOD STAKE

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STRAW BALE

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STAKED AND ENTRENCHED

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TOE IN FRONT OF PLASTIC INTO STREAM BED 1:1 MIN., 1'-0" DEEP.

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PEA GRAVEL SANDBAG DAM 3'-0" HIGH MIN.

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PEA GRAVEL SANDBAG OR NATIVE STREAM BED GRAVEL PLACED BY HAND.

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PERFORATED SHEET FISH SCREEN CLEANED DAILY IF NEEDED.

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ROUND STREAM BED ROCK.

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6 MIL. POLYETHYLENE PLASTIC SHEETING.

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BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE ON THE CONTOUR, WITH ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER. THE BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE A MINIMUM OF 4 INCHES. BACKFILL SOIL SHALL CONFORM TO THE GROUND LEVEL ON THE DOWNHILL SIDE AND SHALL BE BUILT UP 4 INCHES AGAINST THE UPHILL SIDE OF THE BARRIER. EACH BALE SHALL BE SECURELY ANCHORED BY AT LEAST 2 STAKES OR REBAR DRIVEN THROUGH THE BALE. THE GAP BETWEEN THE BALES SHALL BE FILLED BY WEDGING WITH STRAW TO PREVENT WATER FROM ESCAPING BETWEEN THE BALES.

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1. ALL WORK SHALL BE IN ACCORDANCE WITH HPA. 2. PLACE COFFER DAM TO ISOLATE CONSTRUCTION AREAS. 3. EXCAVATE AND EXPOSE 18" STEEL WATERMAIN PIPE. 4. AFTER CONNECTION TO EXISTING WATERMAIN BACKFILL AS SHOWN ON THE TRENCH SECTION (SHEET 6). 5. REMOVE EXISTING SCREEN BUILDING. 6. COVER ALL EXPOSED SOIL WITH STRAW MULCH AND GRASS SEED. 7. REMOVE COFFER DAM AND RESTORE WORK AREA.

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FLOW

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DEWATERING PLAN, NOTES & DETAILS

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%%UTYPICAL COFFER DAM DETAIL

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%%USTRAW BALE BARRIER

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COFFER DAM

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EXISTING STEEL PIPE (TO BE ABANDONED IN PLACE)

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EXISTING STEEL PIPE

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EXISTING STEEL PIPE

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EXISTING STEEL PIPE

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EXISTING STEEL PIPE

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EXISTING STEEL PIPE

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PUMP WATER FROM PUMP SETUP AREA TO UPLAND INFILTRATION SITE. PLACE STRAW BALE BARRIER ALONG LOW SIDE OF INFILTRATION SITE. (SITE TO BE STAKED IN FIELD BY ENGINEER PRIOR TO CONSTRUCTION).

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EX. TOP OF BANK

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EX. TOP OF BANK

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EX. TOE OF BANK

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EX. TOE OF BANK

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ICICLE ROAD

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CL ICICLE CREEK

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FLOW

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PUMP SETUP AREA

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SCALE: 3/4" = 1'-0"

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0"

SCALE: 3" = 1'-0"

SCALE: 3" = 1'-0"

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2"X 2" WOOD POST OR STEEL POST AT 8' ON CENTER

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INSTALL NATIVE BACKFILL IN TRENCH & ON BOTH SIDES OF FENCE.

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2"X 2"X 14 GA. WIRE FABRIC OR EQUIVALENT

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FASTEN WITH STAPLES OR WIRE RINGS (TYP.)

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FILTER FABRIC MATERIAL

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2"X2" 14 GA. WELDED WIRE FABRIC OR EQUAL

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BURY BOTTOM OF FILTER FABRIC MATERIAL IN 8"X8" TRENCH BACKFILL AS SPECIFIED.

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8"X8" TRENCH

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8'

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(TYP.)

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2'-6"

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2"X 2" WOOD POST OR STEEL POST AT 8' ON CENTER

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SILT FENCE NOTES 1. SITE ISOLATION (SILT FENCE, STRAW BALE BARRIER) IS SITE ISOLATION (SILT FENCE, STRAW BALE BARRIER) IS ONLY REQUIRED IF LIVE WATER IS PRESENT. IF THE CHANNEL IS DRY, NO FENCING IS REQUIRED. 2. FILTER FABRIC SHALL BE PURCHASED CONTINUOUS FILTER FABRIC SHALL BE PURCHASED CONTINUOUS ROLL CUT TO LENGTH AS NEEDED. IF JOINTS ARE NECESSARY FABRIC SHALL BE SPLICED TOGETHER ONLY AT SUPPORT POSTS WITH A MINIMUM OF (6) INCH OVERLAP. BOTH ENDS SHALL BE SECURED AS REQUIRED. 3. SILT FENCING SHALL BE INSTALLED TO FOLLOW SILT FENCING SHALL BE INSTALLED TO FOLLOW CONTOURS. FENCE POSTS SHALL BE SPACED A MAXIMUM OF EIGHT (8) FEET APART UNLESS OTHERWISE SHOWN HEREIN. ALL POSTS SHALL BE DRIVEN INTO THE GROUND A MINIMUM OF 30 INCHES. 4. A TRENCH SHALL BE EXCAVATED, ROUGHLY EIGHT (8) A TRENCH SHALL BE EXCAVATED, ROUGHLY EIGHT (8) INCHES WIDE BY EIGHT (8) INCHES DEEP UPSLOPE AND ADJACENT TO THE POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 5. WHEN STANDARD STRENGTH FILTER FABRIC IS WHEN STANDARD STRENGTH FILTER FABRIC IS UTILIZED, A WIRE SINGLE SPACE MESH SUPPORT FENCE SHALL BE FASTENED TO THE UPSLOPE SIDE OF THE POSTS USING ONE (1) INCH MINIMUM LENGTH WIRE STAPLES TIE WIRE OR APPROVED HOG RINGS. ALL WIRE SUPPORT SHALL EXTEND INTO THE TRENCH A MINIMUM OF FOUR (4) INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE ORIGINAL GRADE. 6. ALL FILTER FABRIC SHALL BE STAPLED OR WIRED TO ALL FILTER FABRIC SHALL BE STAPLED OR WIRED TO SUPPORT FENCING AND A MINIMUM OF 20 INCHES OF FABRIC SHALL BE EXTENDED INTO THE TRENCH. FILTER FABRIC SHALL NOT BE STAPLED OR FASTENED TO EXISTING TREES OF STRUCTURES UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 7. IF HIGH STRENGTH FILTER FABRIC AND CLOSER IF HIGH STRENGTH FILTER FABRIC AND CLOSER SPACING ARE USED, THE WIRE SUPPORT FENCING MAY BE ELIMINATED. HIGH STRENGTH FABRIC SHALL BE STAPLED OR WIRED DIRECTLY TO POSTS AS REQUIRED BY THE ENGINEER. 8. TRENCH SHALL BE BACKFILLED WITH 3/4 INCH TRENCH SHALL BE BACKFILLED WITH 3/4 INCH MINIMUM DIAMETER WASHED GRAVEL OR OTHER SIMILAR SOURCE AS APPROVED BY THE ENGINEER. 9. SILT FENCING SHALL BE INSTALLED WHERE SHOWN ON SILT FENCING SHALL BE INSTALLED WHERE SHOWN ON THE PLAN, OR AS MARKED IN THE FIELD BY THE ENGINEER, PRIOR TO COMMENCEMENT OF WORK. ALL FENCING SHALL BE INSPECTED DAILY DURING CONSTRUCTION AND AFTER EACH SIGNIFICANT AND AFTER EACH SIGNIFICANT RAINFALL EVENT UNTIL SITE HAS BEEN PERMANENTLY STABILIZED. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 10. REMOVAL OF TRAPPED SEDIMENT SHALL BE REMOVAL OF TRAPPED SEDIMENT SHALL BE PERFORMED WHEN AMOUNTS REACH APPROXIMATELY 1/3 HEIGHT OF THE FENCE ABOVE GROUND. 11. SILT FENCING SHALL REMAIN IN-PLACE UNTIL SITE SILT FENCING SHALL REMAIN IN-PLACE UNTIL SITE HAS BEEN REVEGETATED TO ORIGINAL CONDITION OR DIRECTED BY THE ENGINEER.

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N.T.S.

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%%UTYPICAL SILT FENCE DETAIL

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%%UTYPICAL SILT FENCE SECTION VIEW

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14'

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2%

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2:1 MAX. SLOPE

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2:1 MAX. SLOPE

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6" MIN. DEPTH CRUSHED SURFACING SURFACING TOP COURSE

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COMPACTED SUBGRADE SUBGRADE

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1.0' MIN. DEPTH BALLAST BASE COURSE

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%%UTRENCH SECTION

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GRAVEL BACKFILL FOR PIPE ZONE BEDDING (COMPACTED) 9-03.12(3)

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18" DUCTILE IRON WATERMAIN PIPE WATER PIPE MATERIALS AND INSTALLATION SHALL FOLLOW REQUIREMENTS SET FORTH IN SCHEDULE A.

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GRAVEL BORROW (COMPACTED) 9-03.14(1)

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EXISTING/ FINISH GRADE

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MAINTAIN A MINIMUM OF 3.0' OF COVER OVER WATERMAIN PIPE

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2:1 MAX. SLOPE

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%%UACCESS GATE ELEVATION

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ACCESS GATE NOTES: 1. ALL STEEL SHALL BE HOT-DIP GALVANIZED. ALL STEEL SHALL BE HOT-DIP GALVANIZED. 2. GATES THAT PIVOT SHALL OPEN IN THE SAME DIRECTION. GATES THAT PIVOT SHALL OPEN IN THE SAME DIRECTION. 3. SWING ARM SHALL OPEN WHEN LOCK TUBE IS UNLOCKED. SWING ARM SHALL OPEN WHEN LOCK TUBE IS UNLOCKED. 4. THE OWNER IS RESPONSIBLE TO MAINTAIN THE RAPID ENTRY DEVICES IN THE OWNER IS RESPONSIBLE TO MAINTAIN THE RAPID ENTRY DEVICES IN AN OPERABLE CONDITION AFTER INSTALLATION AND ACCEPTANCE BY THE COUNTY. 5. KNOX-BOX 3200 WITH LIFT DOOR. MOUNTED 5' ABOVE GROUND IN KNOX-BOX 3200 WITH LIFT DOOR. MOUNTED 5' ABOVE GROUND IN ACCORDANCE W/ FIRE DISTRICT AND MANUFACTURER INSTRUCTIONS. 6. APPLY 4" WIDE x 36" LONG REFLECTIVE TAPE STRIPS AS SHOWN. EACH APPLY 4" WIDE x 36" LONG REFLECTIVE TAPE STRIPS AS SHOWN. EACH SIDE OF SWING POSTS. REFLECTIVE TAPE FROM McMASTER-CARR #9195T82 YELLOW/BLACK OR APPROVED EQUIVALENT. 7. APPLY 3" WIDE x 24" LONG REFLECTIVE TAPE STRIPS AS SHOWN. EACH APPLY 3" WIDE x 24" LONG REFLECTIVE TAPE STRIPS AS SHOWN. EACH SIDE OF SWING ARMS. REFLECTIVE TAPE FROM McMASTER-CARR #9195T43 YELLOW/BLACK OR APPROVED EQUIVALENT. 8. CABLE ENDS SHALL BE SECURED TO PREVENT FRAYING (WELD, WHIP CABLE ENDS SHALL BE SECURED TO PREVENT FRAYING (WELD, WHIP FINISH, SWAGE, OR OTHER METHODS APPROVED.

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HSS SWING ARM WITH LOCK BOX

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KNOX-BOX

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FASTEN WITH 5/8" x 3" GALV. BOLTWITH DOUBLE NUT AND WASHERS (TYP.)

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12" TURNBUCKLE

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3/8" GALV. CABLE WITH EYETHIMBLES AND CABLE CLAMPS

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FASTEN WITH 5/8" x 3" GALV. BOLTWITH DOUBLE NUTTED AND WASHERS.

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SWING POST (TYP.)

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LOCK BOX

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REFLECTIVE TAPE STRIPS (TYP)

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REFLECTIVE TAPE STRIP (TYP.)

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HSS SWING ARM WITH LOCK TAB

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%%ULOCK BOX POST

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3/8" GALV. CABLE WITH EYETHIMBLES AND CABLE CLAMPS

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3/8" GALV. CABLE WITHEYE THIMBLES AND CABLE CLAMPS (GALV)

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%%ULOCK TAB POST

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2'-0"

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2'-0"

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2'-0"

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2'-0"

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HSS SWING ARM

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4'-0"

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4'-0"

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3/16

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%%USWING POST TOP

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%%USWING POST HINGE

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PL 1/2" STEEL

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HSS 6" x 6" x 3/16"

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KNOX BOX PLACE ON BACKSIDE OF ONE OF THE GATE POSTS

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HSS 6" x 6" x 3/16"

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1/2

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3/16

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3/16

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TYP. EACH TAB

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5/8" x 3" GALV. BOLTWITH DOUBLE NUTTED AND WASHERS

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5/8" x 3" GALV. BOLTWITH DOUBLE NUTTED AND WASHERS

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SWING ARM HSS 3" x 3" x 3/16"

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%%UACCESS GATE NOTES & DETAILS

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TYP. EACH TAB

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PIPE IS CENTERED IN BEDDING ZONE

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CHIEF ENGINEER

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WASHINGTON STATE

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ICICLE CREEK

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PROJECT NOTES AND DETAILS II

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960986-18

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S. STANLEY

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3-12-2020

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STA 2+22.00 CONNECT TO PROPOSED 24' x 14' SCREEN BLDG IE 1400.00 (IN)

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18" D.I. SLUICE LINE IE 1396.83

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PROPOSED 18" GATE VALVE SEE NOTE THIS SHEET

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12" D.I. BY-PASS LINE IE 1404.00 TO BE CUT FLUSH WITH VAULT WALL.

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66" INTAKE CONE SCREEN MANUFACTURED BY INTAKE SCREENS INC.

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18" D.I. OVERFLOW LINE IE 1409.00 TO BE CUT FLUSH WITH VAULT WALL.

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PROPOSED 18" GATE VALVE SEE NOTE THIS SHEET

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EXISTING/FINISH GRADE

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BOULDERS FROM PIPELINE EXCAVATION MINIMUM SIZE 3-FOOT MEASURED ALONG THE MEDIAN AXIS OR AS DIRECTED BY THE ENGINEER. @ 1.5'H:1.0'V WITH THE LARGEST SET AT THE BASE.

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EMBED TOE BOULDERS MINIMUM 5-FEET BELOW EXISTING STREAM GRADE.

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2' DEEP x 10' WIDE x 10' LONG CHANNEL FOR BYPASS FLOWS

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EXISTING SCREEN HOUSE TO BE REMOVED AND DISPOSED OF. PLUG OR CUT AND CAP ALL INCOMING AND OUTGOING PIPES.

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18" OVERFLOW IE 1396.13 12" BY-PASS IE 1395.75 16" DIVERSION IE 1395.50 18" SLUICE IE 1394.23

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FLOOR SLOPES AT " PER 14" PER FOOT TO SUMP. FLOOR IS FLAT UNDER THE SCREEN.

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FLOOR ELEVATION 1413.00

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1-1/2" GALVANIZED EXPANDED METAL GRATING

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SCREENED WATER WELL

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PROPOSED 18" D.I. PIPE TO TREATMENT PLANT IE 1400.00

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STEEL FRAME LEGS SCREENED WET WELL.

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PROPOSED SCREEN HOUSE BUILDING BY OTHERS

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10' WIDE x 10 TALL' ROLLUP DOOR AT WEST END OF BUILDING.

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4":12"

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COVER AND PROTECT PIPES WITH RIPRAP AS NEEDED

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FINISH GRADE

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43LF 18" D.I. (FL) CLASS 52 OVERFLOW LINE @ 29.93% WITH 29.93% WITH RESTRAINED JOINTS.

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43LF 12" D.I (FL) CLASS 52 BY-PASS LINE @ 19.18% WITH 19.18% WITH RESTRAINED JOINTS.

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43LF 18" D.I. (FL) CLASS 52 SLUICE LINE @ 6.04% WITH RESTRAINED JOINTS.

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NON-WOVEN GEOTEXTILE

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FILL IN VOIDS WITH LIGHT LOOSE RIPRAP

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148.5LF 18" D.I. PIPE @ 0.0034 FT/FT

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TOP SCREENED WATER WELL ELEVATION 1402.00

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%%USCREEN BUILDING & OUTFALL DETAILS

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NOTE: CONCRETE STRUCTURE BELOW FINISH GRADE TO BE WATER TIGHT.

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CONNECT TO EXISTING 16" STEEL PIPE W/90° BENDAND EXTEND 16" PIPE 15LF TO OUTFALL IE 1395.50 OR TO DAYLIGHT.

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3.5'LONG x 3'WIDE x 1'DEEP SUMP FOR VALVE. VALVE TO BE SET AT 2" BELOW FLOOR ELEVATION

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NOTES: 1. CONCRETE VAULT STRUCTURE BELOW FINISH GRADE TO BE WATER TIGHT. CONCRETE VAULT STRUCTURE BELOW FINISH GRADE TO BE WATER TIGHT. 2. ATTACH A USGS TYPE-A STAFF GAUGE TO THE WALL OF THE WET WELL AS ATTACH A USGS TYPE-A STAFF GAUGE TO THE WALL OF THE WET WELL AS LOCATED BY THE ENGINEER. 3. HYDRAULIC LINES (FILLED WITH FOOD SAFE OIL) TO THE SCREEN HYDRAULIC LINES (FILLED WITH FOOD SAFE OIL) TO THE SCREEN MOTOR TO BE IN CONDUIT AND TO BE FIELD LOCATED IN THE STRUCTURE BY THE ENGINEER. 4. 18" GATE VALVES TO BE AWWA 509, 515 OR 550 COMPLIANT OR EQUIVALENT. 18" GATE VALVES TO BE AWWA 509, 515 OR 550 COMPLIANT OR EQUIVALENT. 5. VALVE STEM EXTENSIONS TO AN ELEVATION 1" BELOW THE BOTTOM OF GRATING. VALVE STEM EXTENSIONS TO AN ELEVATION 1" BELOW THE BOTTOM OF GRATING. 6. VAULT FLOOR SHALL SLOPE TO THE VALVE AT THE END OF THE SLUICE LINE AT VAULT FLOOR SHALL SLOPE TO THE VALVE AT THE END OF THE SLUICE LINE AT A MINIMUM OF "/FOOT, EXCEPT UNDER THE SCREEN WHICH IS TO BE FLAT. 14"/FOOT, EXCEPT UNDER THE SCREEN WHICH IS TO BE FLAT. 7. ALL FASTENERS BELOW THE FLOOR GRATING (NUTS, BOLTS, WASHERS) TO BE ALL FASTENERS BELOW THE FLOOR GRATING (NUTS, BOLTS, WASHERS) TO BE STAINLESS STEEL. 8. CONTRACTOR TO PROVIDE SUBMITTAL FOR VALVE SUPPORT AND STRAPPING FOR CONTRACTOR TO PROVIDE SUBMITTAL FOR VALVE SUPPORT AND STRAPPING FOR THE GATE VALVES IN THE VAULT. 9. OUTFALL FROM BYPASS AND SLUICE PIPES SHALL FREE FALL INTO RECEIVING OUTFALL FROM BYPASS AND SLUICE PIPES SHALL FREE FALL INTO RECEIVING POOL. PIPE ENDS SHALL BE NO MORE EXPOSED THAN NECESSARY TO ACCOMPLISH THE ABOVE DIRECTIVE. 10. PIPE ENDS AND JOINTS SHALL BE SMOOTH FOR THEIR ENTIRE RADIUS AND BE PIPE ENDS AND JOINTS SHALL BE SMOOTH FOR THEIR ENTIRE RADIUS AND BE FREE FROM BURRS AND SHARP EDGES. 11. SACK FINISH INTERIOR OF VAULT FOR SMOOTH FINISH AND WATERPROOFING. SACK FINISH INTERIOR OF VAULT FOR SMOOTH FINISH AND WATERPROOFING. 12. ALL WATER PIPE TO BE CLASS 52.ALL WATER PIPE TO BE CLASS 52.

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RECEIVING POOL APPROXIMATELY LOW SUMMER WATER SURFACE ELEVATION

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OUTFALL PIPES SEE NOTE THIS SHEET.

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NOTES: 13. NON-SHRINK GROUT, KOR-N-SEAL OR LINK SEAL ARE ALL APPROVED METHODS OF SEALING PIPE PENETRATIONS.

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18" GALVANIZED HINGED PIPE GRATING CAP

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SCREEN VAULT DETAILS

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POWER TO BE IN CONDUIT RUN EXTERIOR OF BUILDING INTO PANEL BOX ELECTRICAL PANEL 110 VOLT WALL OUTLET WALL MOUNTED PORCH LIGHT STA 2+22.00 CONNECT TO PROPOSED 24' x 14' SCREEN BLDG

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WALL MOUNTED INTERIOR LIGHT WALL MOUNTED PORCH LIGHT 18" FLANGED COUPLER 2' MINIMUM OUTSIDE SCREEN WALL.

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18" GATE VALVE

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18" D.I. PIPE IE 1397.75 2, 8' DOUBLE LED CEILING MOUNTED LIGHTS

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66" INTAKE CONE SCREEN MANUFACTURED BY INTAKE SCREENS INC.

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48"x 24"x 12" SCREEN CONTROLS AND HYDRAULIC PUMP WITH FOOD SAFE OIL IN HYDRAULIC LINES

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%%USCREEN VAULT FLOOR PLAN DETAIL

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CRANE CONTROLLER W/ TEATHER STEEL SCREEN FRAME WITH LEGS (TYPICAL)

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24'x 14' SCREEN BUILDING 2, 8' DOUBLE LED CEILING MOUNTED LIGHTS

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3.5'LONG x 3'WIDE x 1'DEEP SUMP FOR VALVE AND SLUICE LINE. VALVE TO BE SET AT 2" BELOW FLOOR ELEVATION

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12" CONCRETE RISER AND GRATE PER WSDOT STANDARD PLAN B-35.40, B-40.20.

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TO TREATMENT PLANT

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IN FROM DIVERSION

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18" FLANGED D.I. PIPEPIPE

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18" GATE VALVE

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12"x 12" VENT FAN LOUVERS WITH OUT. 110 VOLT WALL OUTLET

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220 VOLT WALL OUTLET

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WALL MOUNTED PORCH LIGHT 12"x 12" VENT WITH LOUVERS IN.

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WALL HEATER

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18" GATE VALVE

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NOTES: 1. CONCRETE VAULT STRUCTURE BELOW FINISH GRADE TO BE WATER TIGHT. CONCRETE VAULT STRUCTURE BELOW FINISH GRADE TO BE WATER TIGHT. 2. ATTACH A USGS TYPE-A STAFF GAUGE TO THE WALL OF THE WET WELL AS ATTACH A USGS TYPE-A STAFF GAUGE TO THE WALL OF THE WET WELL AS LOCATED BY THE ENGINEER. 3. HYDRAULIC LINES (FILLED WITH FOOD SAFE OIL) TO THE SCREEN HYDRAULIC LINES (FILLED WITH FOOD SAFE OIL) TO THE SCREEN MOTOR TO BE IN CONDUIT AND TO BE FIELD LOCATED IN THE STRUCTURE BY THE ENGINEER. 4. 18" GATE VALVES TO BE AWWA 509,515 OR 550 COMPLIANT OR EQUIVALENT. 18" GATE VALVES TO BE AWWA 509,515 OR 550 COMPLIANT OR EQUIVALENT. 5. VALVE STEM EXTENSIONS TO AN ELEVATION 1" BELOW THE BOTTOM OF GRATING. VALVE STEM EXTENSIONS TO AN ELEVATION 1" BELOW THE BOTTOM OF GRATING. 6. VAULT FLOOR SHALL SLOPE TO THE VALVE AT THE END OF THE SLUICE LINE AT VAULT FLOOR SHALL SLOPE TO THE VALVE AT THE END OF THE SLUICE LINE AT A MINIMUM OF " PER FOOT, EXCEPT UNDER THE SCREEN WHICH IS TO BE FLAT. 14" PER FOOT, EXCEPT UNDER THE SCREEN WHICH IS TO BE FLAT. 7. ALL FASTENERS BELOW THE FLOOR GRATING (NUTS, BOLTS, WASHERS) TO BE ALL FASTENERS BELOW THE FLOOR GRATING (NUTS, BOLTS, WASHERS) TO BE STAINLESS STEEL. 8. CONTRACTOR TO PROVIDE VALVE SUPPORT FOR THE GATE VALVES IN THE VAULT. CONTRACTOR TO PROVIDE VALVE SUPPORT FOR THE GATE VALVES IN THE VAULT. 9. HYDRAULIC LINES AND CONDUIT ROUTING TO BE PROPOSED BY THE CONTRACTOR HYDRAULIC LINES AND CONDUIT ROUTING TO BE PROPOSED BY THE CONTRACTOR TO OR PRIOR TO AFFIXING AND INSTALLING. CONDUIT SHALL BE AFFIXED TO THE VAULT WALLS BY 2 HOLE STRAPS OR 1 HOLE RIGID STRAPS WITH APPROPRIATE CONCRETE FASTENERS. 10. SEE SHEET 13 FOR ELECTRICAL NOTES AND SPECIFICATIONS. SEE SHEET 13 FOR ELECTRICAL NOTES AND SPECIFICATIONS. 11. HEATER SHALL BE CEILING OR WALL MOUNTED (NOT IN-WALL MOUNTED). HEATER SHALL BE CEILING OR WALL MOUNTED (NOT IN-WALL MOUNTED). 12. ALL WATER PIPE TO BE CLASS 52.ALL WATER PIPE TO BE CLASS 52.

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43LF 18" D.I. (FL) CLASS 52 OVERFLOW LINE @ 29.93% WITH 29.93% WITH RESTRAINED JOINTS.

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43LF 12" D.I (FL) CLASS 52 BY-PASS LINE @ 19.18% WITH 19.18% WITH RESTRAINED JOINTS.

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43LF 18" D.I. (FL) CLASS 52 SLUICE LINE @ 6.04% WITH RESTRAINED JOINTS.

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PIPE TO BE CUT FLUSH WITH VAULT WALL

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110 VOLT WALL OUTLET

A A

B B

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6" x 6" x 5/16" HSS

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3/4" TYP.FOR 5/8" x 2 1/2" A325 GALV. BOLTS

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1/8" x 1 1/4" BACKING BAR FOR (C.P.)

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SECTION A-A

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3/4" PLATE

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5/8" DIA. x 11" A307 GALV. ANCHOR BOLTS TYP.

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DETAIL 1

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1 1/2" MAXIMUM NON SHRINK GROUT

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2-6

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14"

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14"

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9/16"

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TYP. BOLT CONNECTION

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3/4" x 7" x 20" BOLT CONN. PLATES

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6" x 6" x 5/16" T.S.

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1/4" x 8" F.B. x 6" CAP PLATE ON C.L. TYP.

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TYP.

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9/16"

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3/16"

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3/4" TYP. FOR5/8" x 2" A325 GALVANIZED BOLTS

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UPPER GANTRY CONNECTION PLATE 2EA.

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3/8" PLATE TYP.

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LOWER GANTRY CONNECTION PLATE 2EA.

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DETAIL 3

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SEE DETAIL 5

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SECTION E-E

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1/4"

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TYP.

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1/2"

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1/2"

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TYP.

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1/4"

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TYP.

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S12" x 35# BEAM

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4 EACH 5/8" x 2 1/2" A325 GALVANIZED BOLTS WITH BEVEL WASHER

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1/4"

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1/4"

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5/8" TYP.

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BUMPER

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3/8" CAP PLATE WELDED

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3" x 3" x 1/4"

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C

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COMPLETE PENETRATION WELDS* AT SPLICES, IF REQUIRED

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1/4"

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GANTRY ASSEMBLY DETAIL

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CHIEF ENGINEER

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WASHINGTON STATE

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ICICLE CREEK

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SCREEN VAULT & GANTRY DETAILS

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22

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S. STANLEY

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K. SNODGRASS

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3-12-2020

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36-INCH MAN DOOR

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ROLL UP DOOR

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%%USCREEN VAULT & GANTRY DETAILS

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24'x 14' SCREEN BUILDING

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S12"x 35

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HSS 6"x 6"x 5/16" TYPICAL

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SEE DETAIL 1

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SEE DETAIL 1

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SEE GANTRY ASSEMBLY DETAIL AND DETAIL 4

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SEE DETAIL 2

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HSS 6"x 6"x 5/16" TYPICAL

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CRANE CONTROLLER W/ TEATHER

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NOTE: CONTRACTOR SHALL SUBMIT A PROPOSAL FOR A ELECTRIC HOIST AND TROLLEY. ELECTRIC HOIST TO HAVE A MINIMUM OF 2000# LIFTING CAPACITY AND HAVE 30 FEET OF CHAIN OR WIRE ROPE. GANTRY FINISH SHALL BE HOT DIPPED GALVANIZED ON ALL EXPOSED SURFACES.

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CONCRETE PRE CAST VAULT 10" WALL THICKNESS MINIMUM DESIGN BY OTHERS.

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L3"x 3"x " 516"

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1 1/2" GALVANIZED EXPANDED METAL GRATING

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EXTERIOR BLDG WALL 2"x 8"

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DETAIL 1

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EMBEDED L6"x 3"x W/5/8" 0x6" W.H.S.

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5/8"x 4" WELDED HEADED STUDS 16" O.C.

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2-6

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14"

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2-6

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14"

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2"x 8" SILL PLATE AB'S PER SHEARWALL SCHEDULE

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6" x 4" x 1/4" HSS

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EMBEDED PLATE 10" x 10" x 1/2"

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KNIFE PLATE 6" x 3 1/2" x 1/2"

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(2) " A 325 N 34" A 325 N STAINLESS BOLTS

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DETAIL 3 TOP VIEW

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(4) 5/8"x 6" 5/8"x 6" WELDED HEADED STUDS

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14"

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14"

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TYP.

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DETAIL 6

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6" x 4" x 1/4" HSS

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(2) " A 325 N 34" A 325 N STAINLESS BOLTS

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6" x 4" x 1/4" HSS

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DETAIL 4 SIDE VIEW

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14"

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DETAIL 2 SIDE VIEW

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EMBEDED PLATE 10" x 10" x 1/2"

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14"

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2"x 8" SILL PLATE AB'S PER SHEARWALL SCHEDULE

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EXTERIOR BLDG WALL 2"x 8"

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DETAIL 5

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6" x 4" x 1/4" HSS

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PL 1/2"x 1" CONT. AT PANEL INTERSECTION

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14"

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ICICLE CREEK

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SCREEN VAULT FLOOR GRATING LAYOUT & DETAILS

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960986-18

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10

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22

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S. STANLEY

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K. SNODGRASS

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%%USCREEN VAULT FLOOR GRATING LAYOUT & DETAILS

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36-INCH MAN DOOR

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ROLL UP DOOR

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24'x 14' SCREEN BUILDING

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HSS 6"x 4"x " 14" TYPICAL

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SEE DETAIL 4

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SEE DETAIL 2, 3 & 6

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3'x 8' TRAP DOOR WITH HINGES, HATCH ACCESSING SHIPS LADDER BY OTHERS

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NOTES: 1. CUT HOLE'S IN GRATING OF SUFFICIENT SIZE TO CUT HOLE'S IN GRATING OF SUFFICIENT SIZE TO ALLOW OPERATION OF VALVE EXTENSIONS WITH TEE HANDLE PROVIDED. 2. CONTRACTOR TO PROVIDE SUBMITTAL FOR SHIP'S CONTRACTOR TO PROVIDE SUBMITTAL FOR SHIP'S LADDER TO PROVIDE ACCESS FROM THE GRATING LEVEL TO THE FLOOR OF THE VAULT. ALL METAL WORK SHALL BE PAINTED OR GALVANIZED. FASTNERS BELOW GRATING SHALL BE STAINLESS STEEL. 3. ALL SUBSTRUCTURE TO BE GALVANIZED. ANY ALL SUBSTRUCTURE TO BE GALVANIZED. ANY IN-PLACE WELDS TO RECEIVE TOUGH UP GALVANIZING. 4. ALL FLOOR GRATING TO HAVE SLIP HANDLES ALL FLOOR GRATING TO HAVE SLIP HANDLES FOR LIFTING.

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SECTION A-A

DETAIL B

A

A

B

ALL DIMENSIONS IN INCHES UNLESS NOTED

Designs are property of INTAKE SCREENS INC;

and are subject to change without notice.

Fractional Dimensions 1/32

Decimal Dimensions 0.005

STANDARD TOLERANCES

DATE

5/9/2018

APP'D BY

DRAWN BY

"B" SHEET SCALE

RUSSELL BERRY

MAR

PROJECT DESCRIPTION

MATERIAL

Yellow Jacket

66" CONE SCREEN

304 STAINLESS ASSEMBLY

DRAWING NUMBER SHEET NUMBER

66 CONE SCREEN-12

1 of 1

MASS

N/A

REV DESCRIPTION DATE APPROVED

26 11/16

66

MAINTAIN 45"R / 90" DIA OPERATING

CLEARANCE AROUND SCREEN

1-1/2" DIA HOLES, W/ 3/4" FASTENERS

& CUSTOM LASER CUT WASHERS

TYP

HYDRAULIC DRIVE MOTOR

UPPER ANODE

WEDGE WIRE SURFACE

BRUSH CLEANING SYSTEM

LIFTING EYES, 3X

INTERNAL SUPPORT FRAME

SCREEN UMBILICAL

OUTLET

2 1/2

50 3/16

50 3/16

1/4

RUBBER BASE GASKET

0" / 0

3" / 6.93

6" / 12.88

9" / 17.85

12" / 21.85

15" / 24.86

17.81" / 26.80

WATER DEPTH (in) / SUBMERGED SCREEN AREA (sq ft)

ISI C66-18 BRUSHED CONE SELF CLEANING INTAKE SCREEN

FRAME MATERIAL: ASTM A276, TYPE 304

MOTOR FRAME / DRIVE PLATE MATERIAL: EPOXY COATED ASTM A36 CARBON STEEL

69 V WEDGEWIRE: 1.75mm WIDTH, 1.75 SLOT SIZE, 50% OPEN AREA






STANDARD TOLERANCES

DATE

3/3/2020

APP'D BY

DRAWN BY

"B" SHEET SCALE

RUSSELL BERRY IV

JACOB CHAPIN

PROJECT DESCRIPTION

MATERIAL

IC

66" SCREEN ON STAND

LAYOUT


IC1-A

1 of 2

MASS

1897.8 lbmass

K-FACTOR USED

EL. 1402.00

WATER WELL

EL. 1400.0

INVERT OF 18" PIPE

REV DESCRIPTION DATE APPROVED

DO NOT

AUTO-RADIUS

ANY CUTS ON

LASER-CUTTING

18

42

3

4

IC1-TR01, STAND

INTAKE SCREENS INC.

66" CONE SCREEN






STANDARD TOLERANCES

DATE

3/3/2020

APP'D BY

DRAWN BY

"B" SHEET SCALE

RUSSELL BERRY IV

JACOB CHAPIN

PROJECT DESCRIPTION

MATERIAL

IC

66" SCREEN ON STAND

LAYOUT


IC1-A

2 of 2

MASS

1897.8 lbmass

K-FACTOR USED

18" FLANGE

8'-0"16'-0"

2'-0

"3

'-0

"

10

'-0

"2

'-0

"

5020 WINDOW

5020 WINDOW

P6P6

P6

P6P6

P6

P3

P3

P4

HDU 8 TO (2) 2X8HDU 8 TO (2) 2X8

HDU 8 TO (2) 2x8

HDU 8 TO (2) 2X8

9'-0

"

2'-0"

2'-0"

2'-0"

2'-0

"

POWER TO BE IN CONDUIT,

RUN EXTERIOR OF BUILDING

INTO ELECTRICAL BOX

ELECTRICAL PANEL

WALL HEATER

12X12 VENT FAN

W/LOUVERS

12X12 VENT W/LOUVERS

8' DOUBLE LED LIGHTS

CEILING MOUNTED EACH SIDE OF DOOR

8' DOUBLE LED LIGHTS

CEILING MOUNTED EACH SIDE OF DOOR

HDU 5 TO (2) 2X8

HDU 5 TO (2) 2X8WALL MOUNTED

PORCH LIGHT BOTH SIDES

OF DOOR

WALL MOUNTED PORCH LIGHT

FIRE

EXTINGUISHER

STEEL DOOR

S1.0

NOTES:

1. FOR BIDDING PURPOSES,POWER SUPPLIED TO SCREEN BUILDING SHALL BE 240 OR 480 V WITH 200 AMP SERVICE. HAND HOLES SHALL BE ONAVERAGE EVERY 400 FEET WITH MINIMUM SPACING OF 300 FEET AND A MAXIMUM SPACING OF 500 FEET. HAND HOLES SHALL BE DOTRATED J-11 TYPE 1 MINIMUM CONCRETE. OPEN BOTTOM, STEEL LID. POWER IS LIKELY TO BE COPPER THHN CU WITH (3) 1

0 & #6 GROUND.POWER WILL LIKELY BE IN 2 INCH DIAMETER RIGID PVC. 2 QTY 1-1/4 INCH CONDUIT LINES, ONE CONTAINING FIBER OPTIC CABLE FORSCADA SYSTEMS COMMUNICATION AND ONE SPARE SHALL BE BURIED AT SIMILAR DEPTH. POWER AND COMMS CONDUIT SHALL BE ON THEOUTSIDE WITH THE SPAR IN BETWEEN, ALL LINES SPACED 8 INCHES ON CENTER. FROM SCREEN HOUSE TO FOOTBRIDGE, AUGMENTSTANDARD PVC SOLVENT WITH OATEY 30758 PVC PRIMER OR EQUAL TO REDUCE WATER INTRUSION. ALL CONDUIT SHALL DRAIN TO HANDHOLES. CONDUIT SHALL BE 24 INCHES BELOW FINISHED GRADE. PLACE CONDUIT TO ONE SIDE OF THE PIPELINE, NOT DIRECTLY OVER IT.FIBER SHOULD BE 12 INCHES AWAY FROM POWER. USE CONDUIT MARKING TAPE AND SAND BEDDING FOR CONDUIT. ALL ELECTRICALCOMPONENTS SHALL BE SIZED, DESIGNED, AND LAID OUT BY A PROFESSIONAL ENGINEER OR ELECTRICIAN. A SUBMITTAL SHALL BEPROVIDED FOR APPROVAL PRIOR TO ORDERING AND INSTALLING MATERIALS AND EQUIPMENT.

2. CONTRACTOR SHALL SUBMIT A PROPOSAL FOR A WALL HEATER TO BE FURNISHED AND INSTALLED. THE HEATER SHALL BE CEILING OR WALLMOUNTED, HAVE AN INTEGRATED BLOWER, AN INTEGRATED THERMPSTAT, BE SIZED TO HEAT APPROXIMATELY 330-500 SQUARE FEET, SHALLHAVE 2+ (E.G.-3000 & 5000) WATT SETTINGS, RUN ON 240 OR 480 POWER, BE APPROPRIATE FOR GARAGE, SHOP, OR COMMERCIAL USE,AND HAVE A THERMAL SHUTOFF SAFETY FEATURE.

3. HOLLOW METAL DOORS SHALL BE S.D.I. TYPE 1, STANDARD DUTY, STEEL CRAFT SERIES L, 18-GAUGE FACE SHEET, OR APPROVED EQUALCONFORMING TO THE FOLLOWING SPECIFICATIONS: NOMINAL DOOR SIZES ARE SHOWN ON THE DRAWINGS; HOWEVER, MINIMUM CLEAROPENING THROUGH ALL PERSONNEL ACCESS DOORS SHALL BE 32 INCHES AS REQUIRED BY WAC 51-10 FOR BARRIER FREE ACCESS. THESEDOORS SHALL HAVE NO RAISED THRESHOLDS GREATER THAN 1

2 INCH HIGH. DOOR SHALL DEADBOLT INTO METAL FRAME WITH BOLTPROTECTION PLATE. ALL EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE FLASHED AT THE HEAD WITH DRIP FLASHING ASREQUIRED. RETURN SIDEWALL PANELS AT DOOR OPENINGS AND TRIM OUT AT WALL PENETRATIONS. SARGENT LOCK SET TO BE MATCHWATER TREATMENT PLANT BUILDING QUANTITY KEYS-4.

4. FIRE EXTINGUISHER PROVIDE ONE (1) EXTINGUISHER FOR EACH LOCATION SHOWN ON THE DRAWINGS OF THE FOLLOWING TYPE: DRYCHEMICAL TYPE: UL-RATING 2-A;10-B:C, ENAMEL STEEL, KIDDE, OR APPROVED EQUAL. ALSO FURNISH AND INSTALL FIRE EXTINGUISHER WALLMOUNTING BRACKET SHALL BE B-2 FIRE EXTINGUISHING BRACKET AS MANUFACTURED BY LARSEN'S MANUFACTURING COMPANY ORAPPROVED EQUAL AND SIGN INDICATING "FIRE EXTINGUISHER".

5. EXHAUST FAN WALL PENETRATION/LOUVERED COVER EXHAUST FANS SHALL BE DIRECT DRIVE, BALL BEARING, RESILIENT -MOUNTED, FULLYENCLOSED, 2 SPEED CAPACITOR MOTOR WITH AUTOMATIC THERMAL OVERLOAD PROTECTOR. FAN DIAMETER SHALL BE 24 INCHES ANDSHALL HAVE A 2995 CFM + (LO SPEED) RATING AND 5000 CFM + (HI SPEED) FREE AIR VOLUME RATING. THE FAN SHALL BE ENCLOSED WITHA BLADE GUARD. GRAVITY SHUTTERS SHALL BE INSTALLED ON THE EXTERIOR BUILDING OPENING. INDUSTRY STANDARD IS EMERSONELECTRIC COMPANY XB 181. LOUVERS SHALL BE FIXED -VANE TYPE OF RECESSED, FLANGED-MOUNT TYPE OF FIXED VANE ALUMINUMCONSTRUCTION.

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SCALE 1/2"=1'-0"

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9'-1

0"

METAL ROOFING STANDING SEAM

5

8

" EXTERIOR RATED ROOF SHEATHING WITH STANDARD ROOFING PAPER AND

ICE GUARD FIRST 8' OF EVES

PRE ENGINEERED ROOF TRUSSES

R49 CEILING INSULATION

CEMENT LAP SIDING (HARDIBOARD OR EQ.) PAINTED

OVER VAPOR BARRIER

7

16

" PLYWOOD WALL SHEATHING

2X8 WALL STUDS

R21 WALL INSULATION

1

2

" HDPE WALL SHEATHING ON WALLS AND CEILING

GANTRY FRAMING

PRE ENGINEERED/PRE CAST VAULT

12

'-0

"2

'-1

0"

1X8 FASCIA TYP

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NOTES:

1. A.P.A. RATED SHEATHING SHEAR PANELS REQUIRE ALL PANEL

EDGES TO BE BACKED WITH 2" NOMINAL OR WIDER FRAMING. FIELD

NAILS TO BE SPACED AT 12" O.C. FOR FRAMING MEMBERS SPACING

OF 16" O.C. FIELD NAILS TO BE SPACED AT 6" O.C. FOR FRAMING

MEMBERS SPACING OF 24" O.C. IBC TABLE 2306.4.1

SHEAR WALL SCHEDULE

P6

A.B. SPACING

5

8

"Ø A.B. @ 48" O.C.

1

2

" A.P.A. RATED SHEATHING. W/ 8d

@ 6" O.C. EDGE AND BOUNDARY

NAILING

2. ALL EXTERIOR WALLS TO TYPE "P6" UNLESS NOTED OTHERWISE.

SEE SHEAR WALL SCHEDULE FOR ADDITIONAL INFORMATION

1

2



NAILING

5

8

"Ø A.B. @ 36" O.C.

P4

1

2



NAILING. SEE NOTE 3.

5

8

"Ø A.B. @ 24" O.C.

P3

1

2



NAILING. SEE NOTE 3.

5

8

"Ø A.B. @ 18" O.C.

P2

3. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR

WIDER & NAILS STAGGERED. (P3 & P2 ONLY)

4. DRILL AND EPOXY GROUT A.B. WITH SIMPSON SET 5" MINIMUM

EMBEDMENT.

SHEARWALL SCHEDULE

HOLDOWNS

NOTES:

HDU 5 DRILL AND EPOXY A36 ALL THREAD 8" EMBEDMENT INTO

EXISTING CONCRETE WTIH SIMPSON SET.

HDU8 DRILL AND EPOXY A36 ALL THREAD 12" EMBEDMENT INTO

EXISTING CONCRETE WITH SIMPSON SET.

SEE MFR. FOR DIAMETER OF ALL THREAD REQUIRED.

SECTION

1

SCALE 3/4"= 1'-0"

SECTION

2

SCALE 3/4"= 1'-0"

SECTION

3

SCALE 3/4"= 1'-0"

SECTION

4

SCALE 3/4"= 1'-0"

SECTION

5

SCALE 3/4"= 1'-0"

SECTION

6

SCALE 3/4"= 1'-0"

SECTION

7

SCALE 3/4"= 1'-0"

SECTION

8

SCALE 3/4"= 1'-0"

SECTION

11

SCALE 3/4"= 1'-0"

SECTION

12

SCALE 3/4"= 1'-0"

PLYWD. APA RATED

WALL SHEATHING

2x8 STUD WALL

SEE PLAN

DBL. TOP PLATE

SEE PLAN

GABLE END TRUSS

PLYWD. ROOF

SHEATHING

SIMPSON "A35"

@ 24" O.C.

OUTLOOKER

(SEE PLAN)

(2)10d EA. OUTLOOKER

SIMPSON "U24" EA.

SIMPSON "A34" 2x4 TO

TOP PLATE

2x4 BACK (2) BAYS

@ 48" O.C.

NAILING PER SHEAR

WALL SCHED.

PRE-ENGINEERED

ROOF TRUSS

SEE SHEAR WALL

SCHED. FOR NAILING

SIMPSON "U24"

INVERTED

BEAM @ SIM.

NOTES:

1. INSTALL ADDITIONAL BLKG. OR

BRACING AS REQ'D. BY TRUSS MANUF.

SOLID BLKG. FULL

DEPTH OF SPACE

PLYWD. ROOF

SHEATHING

2x8 STUD WALL

SEE PLAN

DBL. TOP PLATE

SIMPSON "H1" EA.

PRE-MANUF. TRUSS

FASCIA & TRIM

10d @ 6" O.C.

SIMPSON "A35"

EA. TRUSS

PLYWD. WALL

SHEATHING SEE

SHEAR WALL SCHED.

FOR NAILING REQ'TS

PRE-ENGINEERED

ROOF TRUSS

SEE SHEAR WALL

SCHED. FOR NAILING

SLAB

CONC. SLAB ON GRADE

(SEE PLAN)

RADIUS EDGE

SLOPE

1

1

SEE PLAN

1" MIN. OF BOND BREAKER

8"

MIN

.

#4 CONT.

SEE 1/- FOR

ADDITIONAL INFO.

UNDISTURBED SOIL

2x8 STUD WALL @ 24" O.C.

E.N.

CONC. SLAB

(SEE PLAN)

4" COMPACTED

GRAVEL

COMPACTED SOIL

FIN. GRADE

VA

RIE

S

PLYWD. WALL SHEATHING

RUN CONT. TO SILL PLATE

P.T. 2x8 SILL W/

5

8

"Ø A. BOLT x

10" W/ 3"x3"x

1

4

" PLATE

WASHER SEE SHEAR WALL

SCHED. SPACING

2'-0

"

MIN

.

(2)#4 CONT.

#4 @ 16" O.C.

HORIZ.

#4 @ 18" O.C.

VERT. ALT HOOKS

(2)#4 CONT.

UNDISTURBED SOIL OR

COMPACTED

SUBGRADE PER

GEOTECHNICAL

REPORT

3"

CL

R.

16"

EQ.8"

EQ.

8"

EQ. EQ.

PRE ENGINEERED

VAULT BY OTHERS

DRILL AND EPOXY

HORIZONTAL

REINFORCING INTO

VAULT WITH HILTI HY

150 4" EMBEDMENT

CONCRETE

STEMWLL AND

FOOTING

2x8 STUD WALL @ 24" O.C.

E.N.

PLYWD. WALL SHEATHING

RUN CONT. TO SILL PLATE

P.T. 2x8 SILL W/

5

8

"Ø A. BOLT x

10" W/ 3"x3"x

1

4

" PLATE

WASHER SEE SHEAR WALL

SCHED. SPACING

PRE CAST VAULT BY

OTHERS

CAST IN PLACE

FOUNDATION PER

PLAN

SOFFITS TO BE

ENCLOSED

PROVIDE

1

2

" OF BOND

BREAKER

S4.0

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ABBREVIATIONS:

DESIGN CRITERIA

FROST LINE:

SOIL BEARING:

24 INCHES MINIMUM

1500 PSF

SNOW LOAD:105 PSF ROOF SNOW LOAD

SEISMIC DESIGN :SEISMIC DESIGN CATEGORY "D0"

WIND SPEED:110 MPH EXPOSURE "C"

STRUCTURAL NOTES:

- ALL CONSTRUCTION SHALL CONFORM TO THE 2015 IBC & OTHER APPLICABLE BUILDING CODES & TO ALLREQUIREMENTS & REGULATIONS OF THE CITY, COUNTY, STATE AND/OR OTHER GOVERNING AGENCYHAVING JURISDICTION

- CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TOAVOID EXCESSIVE STRESS & TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION

- IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO NOTIFY THE OWNER, ARCHITECT OR ENGINEER OF ANYDISCREPANCIES FOUND IN THE FIELD

- EXTERIOR WALL, BOTTOM SILL PLATES, SHALL BE PRESSURE TREATED OR EQUAL, & SHALL BEAR/EXTEND MINIMUM 7" ABOVE FINISH GRADE

- LUMBER SHALL BEAR AN APPROVED GRADING STAMP

FOUNDATION NOTES:

FRAMING:

- GENERAL FRAMING REQUIREMENT:- INTERIOR BEARING WALLS OVER 10'-0" IN HEIGHT TO BE MINIMUM 2x6'S AT 12" O.C.- ALL GLU-LAM BEAMS SHALL BE 24 F- V4- PROVIDE SOLID BLOCKING AT 8'-0" O.C. MAXIMUM AT RAFTERS AND ROOF JOISTS- PROVIDE SOLID BLOCKING AT +10'-0" O.C. ABOVE FINISHED FLOOR AND AT ALLFURR-DOWNS

- COORDINATE FRAMING LAYOUTS WITH MECHANICAL TRADES. CUT AND BLOCK FOR ALLMECHANICAL INSTALLATIONS. ROOF VENTS, ETC.

- PREFAB METAL HANGERS AND OTHER MISC. FRAMING ANCHORS SHALL BEMANUFACTURED BY SIMPSON STRONG-TIE CO. INC. OR APPROVED EQUAL

- USE DOUBLE STUDS UNDER BEARING POINTS OF GIRDERS AND BEAMS- U.N.O.

HEADER SCHEDULE (NON-BEARING):

SPAN UP TO 5'-0'..................................................................USE (2) 2x6 HEADERSPAN UP TO 7'-0'..................................................................USE (2) 2x8 HEADERSPAN UP TO 9'-0'................................................................USE (2) 2x10 HEADER

NOTE:ALL BEARING HEADERS ARE SPECIFIED ON THE PLANS.

- DO NOT SCALE DRAWINGS. USE DIMENSIONS.

- VERIFY ALL DIMENSIONS, MATERIALS USED AND CONDITION BEFORE CONSTRUCTION.

FILL SHALL BE SUBJECT TO THE REQUIREMENTS OF CHAPTER 17 OF THE IBC.

-ASSUMED ALLOWABLE SOIL BEARING VALUE 1,500 PSF. FOUNDATION FOOTING SHALL BE PLACED UPON FIRM, UNDISTURBED SOIL. FOOTINGS PLACED UPON

- ALL NAILING TO COMPLY WITH I.B.C

- ALL PLYWOOD TO BE STANDARD INT-APA (WITH EXTERIOR GLUE)

WALL SHEATHING - 1/2" (I.B.C. ID INDEX 32/16)

- THE FOLLOWING SHALL BE THE MINIMUM PLYWOOD THICKNESS U.N.O.:

FLOOR - 3/4" (I.B.C. ID INDEX 48/24)

- USE PLYWOOD "H" CLIPS AT ALL UNBLOCKED ROOF SHEATHING EDGES

ROOF - 15/32" (I.B.C. ID INDEX 32/16)

- PLYWOOD SHALL BE AMERICAN PLYWOOD ASSOCIATION (APA) GROUP 1

- ALL FLOOR SHEATHING MUST BE TONGUE AND GROOVE (T&G) MIDWAY BETWEEN SUPPORTS AT EACH EDGE.

WITH STAGGERED PANEL EDGES.- SHEATHING SHALL BE INSTALLED PERPENDICULAR TO FRAMING MEMBERS

PLYWOOD:

ALL PANEL EDGES AND DIAPHRAGM BOUNDARIES AND AT 10" O.C.

- ROOF SHEATHING - NAIL WITH 10d COMMON NAILS AT 6" O.C. ALONG ALL PANEL EDGES AND BOUNDARIES PERIMETER OF ROOF AND AT 12" O.C. ALONG ALL INTERMEDIATE FRAMING MEMBERS. UNBLOCKED

- FLOOR SHEATHING - NAIL WITH 10d COMMON NAILS AT 6" O.C. ALONG

ALL PANEL EDGES AND AT 10" O.C. ALONG ALL INTERMEDIATE FRAMING MEMBERS U.N.O. BLOCKED ALL PANEL EDGES AT THE SHEAR WALLS.

- WALL SHEATHING - NAIL WITH 8d COMMON NAILS AT 6" O.C. ALONG

ALONG ALL INTERMEDIATE FRAMING MEMBERS. UNLOCKED DIAPHRAGM EXCEPT AS NOTED ON THE PLANS.

DIAPHRAGM U.N.O. ON THE PLANS.

- FRAMING NAILING PER I.B.C..USE THE FOLLOWING NAILING U.N.O.:NAILING NOTES:

SEE SHEAR WALL SCHEDULE FOR ADDITIONAL REQUIREMENTS.- FOUNDATION THICKNESS INDICATED ARE MINIMUM.- ALL CONCRETE SHALL DEVELOPED A MIN 28 DAY STRENGTH PER SEC. R-302.2 CABO.

REINFORCEMENT:

- REINFORCEMENT BARS TO BE DEFORMED BARS CONFORMING TO CURRENT ASTM A615 GRADE 60.- ALL REINFORCEMENT STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI DETAILING

MANUAL 315-80- ALL WELDED WIRE FABRIC SHALL CONFORM TO CURRENT ACTM A 185 SPECS- REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY CONCRETE,

METAL, OR OTHER APPROVED CHAIRS,SPACERS OR TIES AND SECURED AGAINST DISPLACEMENT DURING CONCRETE OR GROUTPLACEMENT. TACK WELDING NOT ALLOWED.

- ALL MANUFACTURED MATERIALS, COMPONENTS, FASTENERS, ASSEMBLIES, ETC, SHALL BEHANDLED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND PROVISIONS OF APPLICABLE IRC RECOMMENDATIONS.WHERE SPECIFIC MANUFACTURED PRODUCTS

ARE CALLED FOR, GENERIC EQUALS WHICH MEET APPLICABLE STANDARDS AND SPECIFICATIONSMAY BE USED.

STEEL ACCESSORIES:

- FOUNDATION BOLTS TO BE 5/8 DIA. X 10 WITH NOT LESS THAN 7 EMBEDMENT INTO CONCRETE.- HOLD DOWN AT FOUNDATION AND STEEL CONNECTORS TO BE SIMPSON MFG. OR APPROVED EQUAL.

WOOD FRAMING LUMBER:

- ALL SAWN LUMBER SHALL BE DOUGLAS FIR-LARCH - GRADING SHALL BE IN ACCORDANCE WITH CURRENT WWPA STANDARD GRADING RULES.- GRADE NO. 2 POST AND BEAMS FLOOR AND CEILING JOIST RAFTERS.- GRADE NO. 2 SILLS, PLATES, BLOCKING AND STUDS- ALL MEMBERS 2X AND LESS IN LEAST DIMENSION SHALL BE KILN DRIED.- ALL GLUE LAMINATED MEMBERS SHALL BE FABRICATED WITH WATERPROOF GLUE.- PRESSURE TREATED LUMBER:ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR DECAYRESISTANT.

LOCATIONFOOTINGSSLAB ON GRADE

F'C @ 28 DAYS3000 PSI3000 PSI

- CONTRACTOR SHALL APPLY AND INSTALL ALL ROOF VENTS REQUIRED BY CODE

WOOD TRUSS NOTES:

- TRUSS STRESS ENGINEERING AND DETAILED DRAWINGS SHALL BE STAMPEDBY AN LICENSED ENGINEER REGISTERED IN WASHINGTON STATE. (DRAWINGS

DETAILS SHALL BE ON JOB SITE FOR FRAMING INSPECTION.)

- PRE-MANUFACTURED TRUSSES SHALL BE IDENTIFIED BY MANUFACTURER'S

- FIELD ASSEMBLED TRUSS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL.

STAMP.

-SEE PROJECT SPECIFICATIONS FOR CONCRETE VAULT REQUIREMENTS

SN

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by Contractor

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Plate

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Plywood

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Pair

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Riser

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Room

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Sheet

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Sheathing

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Sheet Vinyl

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Specification

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Square

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Standard

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Steel

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Storage

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Structure/ Structural

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Symmetrical

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Top & Bottom

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Tongue & Groove

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Towel Bar/ Tack Board

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Telephone

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Thick

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Television

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Without

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Window

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Yard Drain/ Yard

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penny (nails)

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ONE INCH ON

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BAR MEASURES

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DATE:

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DATE:

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PROGRAM

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CHIEF ENGINEER

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WASHINGTON STATE

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ICICLE CREEK

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SCREEN BUILDING NOTES

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960986-18

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S. STANLEY

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K. SNODGRASS

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