SEQUIM - DUNGENESS 3 CRABS RD. WAY · 2015-09-08 · finished grade cubic feet or curb face construction limit fence filter fence existing grade lf linear feet fs ff fg gas calc's

North Olympic Salmon Coalition

VICINITY MAP N.T.S.

LOCATION MAPN.T.S.

3 CRABS NEARSHORE & ESTUARINE RESTORATIONPROJECT

Clallam County, WAApril 2015

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DRAWN BY:

DESIGNED BY:

ENTRIX JOB NO.

PLAN NO.

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CK, DE, JB

APRIL 2015

CHECKED BY: CK

4330300400

DATE:

WASHINGTON

OLYMPIA

SEATTLE

DUNGENESS BAY

3 CRABS RD.

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WA

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PROJECT AREA

PROJECT SITE

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MEADO

WBRO

OK CREEK

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Sheet List TableSheet Number Sheet Title

1 TITLE2 NOTES3 INDEX & CONTROL4 EXAMPLE STAGING, ACCESS, & TESC PLAN

5 DEMOLITION PLAN

6 RESTORATION GRADING PLAN NW7 RESTORATION GRADING PLAN SW8 RESTORATION GRADING PLAN NE9 RESTORATION GRADING PLAN SE

10 UTILITY RELOCATION PLAN

11SETTLEMENT MANAGEMENT PLAN

12 TYPICAL SECTIONS

13 ROADWAY CONST. & GRADING PLAN &PROFILE, STATION 10+00 TO 11+75

14 ROADWAY CONST. & GRADING PLAN &PROFILE STA 11+75 T0 14+75

15 ROADWAY CONST. & GRADING PLAN &PROFILE STA 14+75 TO 18+75


17 ROADWAY CONST. & GRADING PLAN & PROFIL


19 PARKING LOT CONST. & GRADING PLAN

20 DETAILS & LEGEND

21 FOUNDATION DATA22 BRIDGE PLAN23 BRIDGE SECTIONS24 RESTORATION DETAILS25 RESTORATION DETAILS - BMPS

26 RESTORATION DETAILS - LWD STRUCTURES

27 RESTORATION DETAILS - BEACH BARRIERBERM

28 REVEGETATION PLAN29 RESTORATION PROFILES

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FINISH SURFACE

ASSESSOR'S PARCEL NUMBER

CENTERLINE

ASPHALT CONCRETE

CORRUGATED METAL PIPE

DRAINAGE INLET

FINISHED GRADE

CUBIC FEET OR CURB FACE

CONSTRUCTION LIMIT FENCE

FILTER FENCE

EXISTING GRADE

LF LINEAR FEET

FS

FFFG

GAS

CALCULATIONSCALC'S

EXF

ELEVELEC

EG

EXISTINGFIR

ELEVATIONELECTRIC

EEA

DETDI

EASTEACH

DETAIL

CT

CMP

COURT

CLRCLF

CONC

C/L

CF

CONCRETE

CLEAR

GENERAL NOTES

ACAPN

UTILITIES

BRANDT POINT WATER SYSTEMCLALLAM COUNTY PUD, NEIL HERRING (360) 565-3575

WAVE BROADBAND, MIKE STURGESS (360) 912-7092

W

TYP

WEST OR WATER

TYPICAL

WATERCABLE

ELECTRIC

LEGEND

MAJOR CONTOUR (1')

SHEET NUMBERDETAIL REF NUMBER

PUBLIC UTILITY EASEMENT

STA

SHTSF

ROW

SD

SHEET

STATION

SQUARE FEET

RIGHT-OF-WAY

STORM DRAIN

PUE

PROP

PPPL

OC

PROPOSED

POWER/UTILITY POLE

ON CENTER

PROPERTY LINE

NTS

ABBREVIATIONS

NOT TO SCALE

NORTHN

SOUTH OR SLOPES

MIN MINIMUM

RIGHTRT

COUNTYCO.

DRIVEDR

EXISTING PROPOSED

PROPERTY LINE

G

DIAM OR Ø DIAMETERREF REFERENCE

CONSTRUCTCONST

FENCELINE

CUBIC YARDCY

1. ALL IMPROVEMENTS SHALL BE ACCOMPLISHED UNDER THE APPROVAL, INSPECTION, AND TO THE SATISFACTIONOF THE NORTH OLYMPIC SALMON COALITION (NOSC). IMPROVEMENT CONSTRUCTION SHALL COMPLY WITHTHESE PLANS AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD PLANSFOR CONSTRUCTION OF ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, 2014 EDITION UNLESS NOTEDOTHERWISE. ALL REFERENCES TO THE "STANDARD SPECIFICATIONS" SHALL MEAN THE WASHINGTON STATEDEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION OF LOCALSTREETS AND ROADS, CURRENT EDITION. CONSTRUCTION NOT SPECIFIED ON THESE PLANS SHALL CONFORMTO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR IS OBLIGATED TO BE FAMILIARWITH APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS NOT DISCUSSED IN THE GENERAL NOTES. THECONTRACT SPECIAL PROVISIONS SHALL SUPERSEDE THOSE OF THE STANDARD SPECIFICATIONS WHEREDISCREPANCIES OCCUR.

2. CONSTRUCTION HOURS SHALL BE WEEKDAYS BETWEEN 8:00 A.M. AND 6:30 P.M. UNLESS PRIOR APPROVAL ISRECEIVED FROM THE NOSC.

3. THE LOCATIONS AND EXTENT OF EXISTING UNDERGROUND UTILITIES IN THE WORK AREA AS SHOWN AREAPPROXIMATE AND ARE NOT NECESSARILY COMPLETE. A REASONABLE EFFORT HAS BEEN MADE TO LOCATEAND DELINEATE EXISTING UTILITIES BASED UPON AVAILABLE RECORDS. THE CONTRACTOR SHALL DETERMINETHE TYPE, LOCATION, SIZE, AND/OR DEPTH OF THE EXISTING UTILITIES WITHIN THE WORK AREA BEFORECOMMENCING WORK. THE CONTRACTOR OR ANY SUBCONTRACTOR FOR THIS CONTRACT SHALL BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE FAILURE TO EXACTLY LOCATEAND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT UTILITIESUNDERGROUND LOCATION CENTER AT (800) 424-5555 AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION.PRIVATE UTILITIES REQUIRE COORDINATION WITH OWNER. SEE SPECIAL PROVISIONS FOR CONTRACTORNOTIFICATION REQUIREMENTS. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR DAMAGEDUTILITIES.

4. UNLESS NOTED OTHERWISE ON THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTIONOF ALL EXISTING SURVEY MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION.

5. THE CONTRACTOR SHALL PROVIDE, PLACE, AND MAINTAIN ALL LIGHTS, SIGNS, BARRICADES, FLAG PERSONS,PILOT CAR, OR OTHER DEVICES NECESSARY TO CONTROL TRAFFIC THROUGH THE CONSTRUCTION AREA ANDFOR PUBLIC SAFETY IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS, FEDERAL HIGHWAYADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) CURRENT EDITION.

6. THE CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONSDURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ANDPROPERTY, AND FURTHER AGREES THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BELIMITED TO NORMAL WORKING HOURS IN ACCORDANCE WITH THE PROVISIONS OUTLINED BY THE PROJECTCONTRACT AND STANDARD SPECIFICATIONS.

7. AT NO TIME SHALL THE CONTRACTOR UNDERTAKE TO CLOSE OFF ANY EXISTING UTILITY LINES OR OPEN VALVESOR TAKE ANY OTHER ACTION WHICH WOULD AFFECT THE OPERATION OF EXISTING WATER OR SEWER SYSTEMSWITHOUT PRIOR APPROVAL FROM THE PRIVATE UTILITY OWNERS. APPROVAL SHALL BE REQUESTED AT LEAST48 HOURS IN ADVANCE OF THE TIME THAT THE INTERRUPTION OF THE EXISTING SYSTEM IS REQUIRED. ANYINTERRUPTION OF SERVICE TO ACTIVE WATER OR SEWER SERVICES, INCLUDING FIRE HYDRANTS, WHETHERINTENTIONAL OR NOT, MUST BE KEPT TO A MINIMUM TIME PERIOD. IF SERVICE TO BUILDINGS IS TO BE OFF FORMORE THAN FOUR HOURS, THE CONTRACTOR MUST ADVISE THE UTILITY DISTRICT.

8. THE CONTRACTOR SHALL BE REQUIRED TO PERFORM PREVENTIVE DUST CONTROL MEASURES TO ENSURETHAT DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK IS CONTROLLED INCONFORMANCE WITH THE STANDARD SPECIFICATIONS AND FEDERAL, STATE, LOCAL, AND PERMITREQUIREMENTS.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING ALL TEMPORARY EROSION CONTROLMEASURES. THE EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, ANDLOCAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE ANDPERFORMANCE OF THE TEMPORARY EROSION CONTROL MEASURES THROUGHOUT THE DURATION OF THEPROJECT. SEE SPECIAL PROVISIONS REGARDING TEMPORARY EROSION CONTROL FACILITY REMOVAL.

10. GRADING LIMITS SHOWN ON THE PLANS DELINEATE BOUNDARIES FOR THE CONTRACTOR'S OPERATIONS. THESEBOUNDARIES SHALL BE CLEARLY DELINEATED PRIOR TO COMMENCEMENT OF CONSTRUCTION. WITHIN THECONSTRUCTION LIMITS, EXISTING VEGETATION SHALL BE PROTECTED TO THE EXTENT FEASIBLE. ALL EXISTINGTREES SHALL BE PROTECTED UNLESS SHOWN ON THE PLANS TO BE REMOVED.

11. ALL EXTERNAL GREASE AND OIL SHALL BE PRESSURE-WASHED OFF THE EQUIPMENT PRIOR TO TRANSPORT TOTHE SITE. ALL EQUIPMENT SHALL USE VEGETABLE OIL HYDRAULIC FLUID.

12. THE CONTRACTOR SHALL USE ONLY DESIGNATED SPECIFIC SITES FOR STORAGE OF EQUIPMENT ANDMATERIALS AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF ALLEQUIPMENT AND MATERIALS.

13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND HIS SUBCONTRACTOR(S) TO EXAMINE THE PROJECT SITEPRIOR TO THE OPENING OF BID PROPOSALS. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THECONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, SUCH AS THE NATURE AND LOCATION OF THEWORK AND THE GENERAL AND LOCAL CONDITIONS, PARTICULARLY THOSE AFFECTING THE AVAILABILITY OFTRANSPORTATION, THE DISPOSAL, HANDLING, AND STORAGE OF MATERIALS, AVAILABILITY OF LABOR, WATER,ELECTRICITY, ROADS, THE UNCERTAINTIES OF WEATHER, THE CONDITIONS OF THE GROUND, SURFACE ANDSUBSURFACE MATERIALS, THE EQUIPMENT AND FACILITIES NEEDED PRIMARILY FOR AND DURING THEPERFORMANCE OF THE WORK, AND THE COSTS THEREOF. ANY FAILURE BY THE CONTRACTOR ANDSUBCONTRACTOR(S) TO ACQUAINT HIMSELF WITH ALL THE AVAILABLE INFORMATION WILL NOT RELIEVE HIMFROM RESPONSIBILITY FOR PROPERLY ESTIMATING THE DIFFICULTY AND COST OF SUCCESSFULLYPERFORMING THE WORK. OF PARTICULAR NOTE, THIS SITE IS SUBJECT TO SOFT SOILS, DAILY TIDES INADDITION TO STREAMFLOW. THE CONTRACTOR SHALL BE PREPARED TO WORK WITHIN THE CONSTRAINTS OFTHE SITE HYDROLOGY AND SOILS.

14. THE CONTRACTOR SHALL HAVE AN EMERGENCY SPILL KIT ONSITE AT ALL TIMES.

FIRE HYDRANTFH

CFS CUBIC FEET PER SECOND

RD ROAD

W/ WITHW/O WITHOUT

MISC MISCELLANEOUS

LT LEFT

SS SANITARY SEWER

HORIZONTAL AND VERTICAL CONTROL/PROJECTION

VERTICAL CONTROL IS NAVD 88; HORIZONTAL CONTROL IS NAD83 WASHINGTONSTATE PLANES, NORTH ZONE, US FOOT.

FLOW PATH

MINOR CONTOUR (5')

*NOTE: LEGEND PROVIDED ON SHEET SUPERCEDES THIS LEGEND

MAJOR CONTOUR

MINOR CONTOUR

16. ELEVATIONS SHOWN ON THE PLANS FOR PIPE INVERTS, TOPS OF BANKS,THALWEGS ,GRADE CONTROLS, ETC.,ARE BASED UPON THE TOPOGRAPHIC INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR SHALL VERIFYALL NECESSARY SURFACE ELEVATIONS IN THE FIELD AND NOTIFY NOSC OF ANY DISCREPANCIES, WHICH MIGHTAFFECT PROPER OPERATION OF THE NEW FACILITIES BEFORE BREAKING GROUND AND PRIOR TO FACILITYINSTALLATION. NOSC SHALL BE CONTACTED IN THE EVENT ELEVATIONS ARE INCORRECT SO THAT THE PROPERADJUSTMENTS CAN BE MADE PRIOR TO THE INSTALLATION OF THE FACILITIES, AS SET FORTH IN THE SPECIALPROVISIONS.

17. THE CONTRACTOR SHALL OBTAIN AT HIS OWN EXPENSE ALL PERMITS, LICENSES, INSURANCE POLICIES, ETC.,NOT ALREADY OBTAINED BY NOSC, AS MAY BE NECESSARY TO COMPLY WITH STATE AND LOCAL LAWSASSOCIATED WITH THE PERFORMANCE OF THE WORK. SEE SPECIAL PROVISIONS.

18. THE CONTRACTOR IS RESPONSIBLE TO REVIEW THE CONTRACT DOCUMENTS FOR ALL SUBMITTALS REQUIREDFOR NOSC REVIEW AND ACCEPTANCE.

19. THE ENGINEER RESPONSIBLE FOR PREPARATION OF THESE PLANS AND SPECIFICATIONS WILL NOT BERESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TOTHE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE ENGINEER RESPONSIBLE FOR PREPARATIONOF THESE PLANS.

20. NO NATIVE TREES OR WETLAND VEGETATION SHALL BE REMOVED UNLESS THEY ARE SHOWN AND NOTED TO BEREMOVED ON THE PLANS, OR AS DIRECTLY SPECIFIED ON-SITE BY NOSC. ALL TREES CONFLICTING WITHGRADING SHALL BE TRIMMED. NO GRADING SHALL TAKE PLACE WITHIN THE DRIP LINE OF TREES NOT TO BEREMOVED UNLESS OTHERWISE APPROVED.

21. IF, DURING CONSTRUCTION, ARCHAEOLOGICAL REMAINS ARE ENCOUNTERED, CONSTRUCTION IN THE VICINITYSHALL BE HALTED, AND THE STATE OFFICE OF HISTORIC PRESERVATION, NOSC AND A QUALIFIEDARCHEOLOGIST SHALL BE NOTIFIED IMMEDIATELY. REFER TO INADVERTENT DISCOVERY PLAN IN THE SPECIALPROVISIONS.

22. PERMIT CONDITIONS MAY CONTAIN SPECIFIC REQUIREMENTS FOR THE CONTROL OF OFF-SITE TURBIDITY FROMPROJECT OPERATIONS. TURBIDITY WILL BE MONITORED BY THE CONTRACTOR ON A FREQUENT BASIS.TURBIDITY AMOUNTS IN EXCESS OF THE PERMITTED AMOUNT AND/OR DURATIONS WILL CAUSE WORK TO BESTOPPED UNTIL IMPROVED PRACTICES ARE IN EFFECT AND THE PROBLEMS CONTROLLED. THE CONTRACTOR ISCOMPLETELY RESPONSIBLE FOR ANY PROJECT DELAYS THAT OCCUR BY NATURE OF THIS FAILURE TOADEQUATELY CONTAIN SEDIMENT ON-SITE.

23. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT NO PETROLEUM PRODUCTS, HYDRAULIC FLUID,SEDIMENTS, SEDIMENT-LADEN WATER, CHEMICALS, OR ANY OTHER TOXIC OR DELETERIOUS MATERIALS AREALLOWED TO ENTER OR LEACH INTO SURFACE WATERS.

24. THE CONTRACTOR SHALL FOLLOW PROVISIONS SET FORTH IN ALL PROJECT PERMITS, AND INSTALL BMP'S TOCONTROL SEDIMENT AND MINIMIZE DISTURBANCE TO EXISTING VEGETATION.

25. BASE TOPOGRAPHY OBTAINED FROM THE FOLLOWING SOURCES AND WAS MERGED BY NTI.-LiDAR DATA FROM: http//duff.geology.washington.edu/data/raster/lidar/ (2012)-CREEK TOPOGRAPHY FROM: DUCKS UNLIMITED (2010) AND NTI (2013)

26. OHW = MHHW = 6.86' NAVD88

27. THE HPA PERMIT ISSUED BY WDFW FOR THIS PROJECT CONTAINS THE FOLLOWING PROVISIONS: 1. WORKBELOW THE ORDINARY HIGH WATER LINE IN THE MARINE AREA SHALL NOT OCCUR FROM FEBRUARY 15THROUGH JULY 1 OF ANY YEAR FOR THE PROTECTION OF MIGRATING JUVENIAL SALMONIDS. 2. WORK BELOWTHE ORDINARY HIGH WATER LINE IN FRESH WATER SHALL ONLY OCCUR BETWEEN JULY 1 AND AUGUST 31 OFANY YEAR FOR THE PROTECTION OF MIGRATING JUVENIAL SALMONIDS.

DRAINAGE

PROJECT BOUNDARY

POINT OF COMPOUND CURVATUREPCC

PRC POINT OF REVERSE CURVATURE

BMP BEST MANAGEMENT PRACTICE

EROSION CONTROLEC

THALWEGTGTOP OF BANKTOB

APPROXIMATEAPPROX

HORIZONTALHORIZ

VERTICALVERT

BLDR BOULDER

WA WASHINGTON

WSDOT WA STATE DEPARTMENT OF TRANSPORTATION

TEMPORARY HAUL ROAD

NOSC NORTH OLYMPIC SALMON COALITION

POWER NEW DUNGENESS LIGHT HOUSE, CHAD KAISER(360) 683-6638

TELEPHONE

FO FIBER OPTIC CABLE

B BURIED UTILITY LINE

OVERHEAD ELECTRICAL

WDFW WA DEPARTMENT OF FISH AND WILDLIFE

BUILDING

EDGE OF PAVEMENT

WATER LINE

SEWER

TO BE REMOVEDTBR

NIC NOT IN CONTRACT

TELEPHONE CENTURY LINK, CHRISTINA NAGE, (360) 417-2174

UNDERGROUND TELEPHONE

OVERHEAD CABLE

RIP RAP

SEPTIC DRAIN FIELD

GRADING DAYLIGHT LINE

OH ELECTRIC REMOVAL

FENCE REMOVAL

RIGHT OF WAYUG TELEPHONE REMOVAL

CONCRETE

OH CABLE REMOVAL

RIP RAP AND RUBBLE REMOVAL

CONCRETE REMOVAL

FILL TO CREATE MARSH

EVC END VERTICAL CURVE

ROOTWADRW

OHW ORDINARY HIGH WATER

MHHW MEAN HIGHER HIGH WATER

BVC BEGIN VERTICAL CURVE

ABSOLUTE SLOPE % CHANGEAK RATE OF CURVATURE

LVC LENGTH OF VERTICAL CURVE

PT POINT

POINT OF VERTICAL INTERSECTIONPVI

CRUSHED SURFACING BASE COURSECSBCCRUSHED SURFACING TOP COURSECSTC

HOT MIX ASPHALTHMA

STD STANDARD

WETLAND EXTENT

US COAST GUARD, BEV FREITAS (510) 637-5527

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DRAWN BY:

DESIGNED BY:

ENTRIX JOB NO.

PLAN NO.

DE

CK, DE, JB

APRIL 2015

CHECKED BY: CK

4330300400

DATE:

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DRAWN BY:

DESIGNED BY:

ENTRIX JOB NO.

PLAN NO.

DE

CK, DE, JB

APRIL 2015

CHECKED BY: CK

4330300400

DATE:

0

SCALE IN FEET

200100

NOTES:1. UTILITY LOCATIONS ARE APPROXIMATE. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY ANDPROTECT ALL UTILITIES. CALL BEFORE YOU DIG.

2. PROJECT SITE IS SUBJECT TO STREAMFLOW AND DAILYTIDES. CONTRACTOR SHALL BE FAMILIAR WITH LOCALSTREAMFLOW AND TIDAL HYDROLOGY AND CONDUCTWORK ACCORDINGLY.

3. 9 BUILDINGS SHOWN ON THIS AERIAL PHOTO HAVE BEENREMOVED BUT FOUNDATIONS REMAIN.

EXISTING PROPERTY LINE

EXISTING SEPTIC DRAIN FIELD

EXISTING OVERHEAD ELECTRIC

EXISTING UNDERGROUND TELEPHONE

EXISTING OVERHEAD CABLE

EXISTING UNDERGROUND ELECTRIC

EXISTING WATER LINE

EXISTING FENCE

EXISTING FLOW PATH

EXISTING EDGE OF PAVEMENT

EXISTING SURVEY CONTROL MONUMENT

PROJECT BOUNDARY

PROPOSED DAYLIGHT LINES

PROPOSED MAJOR CONTOUR (5' INTERVAL)

PROPOSED MINOR CONTOUR (1' INTERVAL)

PROPOSED RESTORED ESTUARY

LEGEND

OHC OHC

UE

X X

SHEET 7

SHEET 6

SHEET 8

SHEET 9

EX WL

EX TELE

EX OH ELEC

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DRAWN BY:

DESIGNED BY:

ENTRIX JOB NO.

PLAN NO.

DE

CK, DE, JB

APRIL 2015

CHECKED BY: CK

4330300400

DATE:

0

SCALE IN FEET

200100

NOTES:1. CALL BEFORE YOU DIG (800-425-5555). CONTRACTOR SHALL VERIFY AND LOCATE AND

PROTECT ALL UTILITIES PRIOR TO BEGINNING WORK.2. PROJECT SITE IS SUBJECT TO SOFT SOILS, STREAMFLOW AND DAILY TIDES. CONTRACTOR

SHALL BE FAMILIAR WITH LOCAL SOILS AND STREAMFLOW AND TIDAL HYDROLOGY ANDCONDUCT WORK ACCORDINGLY.

3. WETLAND WATERS OF THE U.S. HAVE BEEN IDENTIFIED WITHIN THE PROJECT AREA.THEREFORE, STRICT PROTECTION OF THIS SENSITIVE RESOURCE IS REQUIRED. GROUNDDISTURBANCE SHALL BE LIMITED TO THE AREA WITHIN APPROVED GRADING DAYLIGHTLINES, HAUL ROADS, AND STAGING AREAS. THE CONTRACTOR SHALL BE RESPONSIBLEFOR RESTORATION OF AREAS DISTURBED OUTSIDE OF THESE LIMITS AT NO ADDITIONALEXPENSE TO THE OWNER.

4. EMTEK MAT AS MANUFACTURED BY PACIFIC WESTERN LUMBER, INC OR APPROVED EQUAL.5. IF A TEMPORARY TIDE GATE IS USED TO ISOLATE THE WORK AREA, IT SHALL BE OPERATED

IN ACCORDANCE W/ PERMIT REQUIREMENTS AND AS DIRECTED BY THE ENGINEER TOPROTECT THE ESTUARY.

LEGEND

FFFFFFFFFF

FF FF FF FF FF


EXISTING FENCE

EXISTING FLOW PATH

ORDINARY HIGH WATER


WETLAND EXTENT

GRADING DAYLIGHT

PROPOSED TEMPORARY MAT HAUL ROAD

PROPOSED STAGING AND STORAGE AREA

PROPOSED GRAVEL CONSTRUCTION ENTRANCE

PROPOSED CONTOUR (5' INTERVAL)

PROPOSED CONTOUR (1' INTERVAL)

PROPOSED RESTORED ESTUARY

PROPOSED TEMPORARY SILT FENCE

X X

OHW OHW

W

FF FF FF FF

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Cla

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5

DRAWN BY:

DESIGNED BY:

ENTRIX JOB NO.

PLAN NO.

DE

CK, DE, JB

CHECKED BY: CK

4330300400

DATE:

0

SCALE IN FEET

16080

NOTES:1. ALL DEBRIS AND WASTE SHALL BE DISPOSED OF AT AN APPROVED DISPOSAL LOCATION.2. SEE SHEETS 6-9 FOR RESTORATION GRADING PLAN. SEE SHEETS 11-19 FOR ROADWAY PLAN.3. DECOMMISSION WATER WELL IN ACCORDANCE WITH RCW 18.104.4. CONTRACTOR IS RESPONSIBLE TO REPAIR DAMAGE CAUSED TO ANY FACILITIES WHICH ARE

NOT DESGINATED FOR REMOVAL.







EXISTING FENCE


PROPOSED OH ELECTRIC REMOVAL

PROPOSED FENCE REMOVAL

PROPOSED RIGHT OF WAY

PROPOSED UG TELEPHONE REMOVAL

PROPOSED OH CABLE REMOVAL

EXISTING RIP RAP AND RUBBLE

PROPOSED RIP RAP AND RUBBLE REMOVAL

PROPOSED CONCRETE REMOVAL

EXISTING INDEX 5' CONTOUR

EXISTING INTERIM 1' CONTOUR

LEGEND

OHC OHC

UE

X X

APRIL 2015

EX TELE

X X

OHC OHC

EX TELE

EX OH ELEC

EX OH ELEC

Chad.Krofta

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Cla

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6

DRAWN BY:

DESIGNED BY:

ENTRIX JOB NO.

PLAN NO.

DE

CK, DE, JB

CHECKED BY: CK

4330300400

DATE:

0

SCALE IN FEET

8040

NOTES:1. OFF HAUL ALL EXCESS EXCAVATED MATERIALS TO APPROVED LOCATION.2. SEE SHEETS 11-19 FOR ROADWAY PLANS.3. LWM FEATURES WILL BE FIELD LOCATED BY ENGINEER.4. TOTAL EXCAVATION FOR NEW ESTUARINE MARSH = ±18,672 CY. SLOUGH, LAGOON, AND

CHANNEL EXCAVATION SHOWN ON PLANS IS ADDITIONAL. CLEARING AND GRUBBINGMATERIAL SHALL NOT BE INCLUDED IN EARTHWORK QUANTITIES. SEE SPECIFICATIONS.

LEGEND

APRIL 2015



EXISTING CONCRETE






EXISTING WATER LINE

EXISTING SEPTIC LINE

EXISTING FENCE




ORDINARY HIGH WATER


PROPOSED MAJOR 5' CONTOURS

PROPOSED MINOR 1' CONTOURS

EXCAVATE TO CREATE NEW ESTUARINE MARSH (EL ±7')

EXISTING RIP RAP

OHW OHW

PROPOSED NEW ROW AND ROADWAY.SEE SHEETS 11-19

OHC OHC

UE

X X

EX WL

EX TELE

EX OH ELEC

EX SS

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Cla

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Cou

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WA

7

DRAWN BY:

DESIGNED BY:

ENTRIX JOB NO.

PLAN NO.

DE

CK, DE, JB

CHECKED BY: CK

4330300400

DATE:

0

SCALE IN FEET

8040

LEGEND

APRIL 2015







EXISTING FENCE




ORDINARY HIGH WATER





OHW OHW

OHC OHC

UE

X X



EX TELE

EX OH ELEC

Chad.Krofta

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Cla

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8

DRAWN BY:

DESIGNED BY:

ENTRIX JOB NO.

PLAN NO.

DE

CK, DE, JB

CHECKED BY: CK

4330300400

DATE:

0

SCALE IN FEET

8040

LEGEND

APRIL 2015


EXISTING CONCRETE






EXISTING WATER LINE

EXISTING SEPTIC LINE

EXISTING FENCE




ORDINARY HIGH WATER





OHW OHW

OHC OHC

UE

X X



EX TELE

EX OH ELEC

EX SS

EX WL

Chad.Krofta

Draft

RE

STO

RA

TIO

N G

RA

DIN

G P

LAN

SE

3 C

RA

BS

NE

AR

SH

OR

E &

ES

TUA

RIN

ER

ES

TOR

ATI

ON

PR

OJE

CT

Cla

llam

Cou

nty,

WA

9

DRAWN BY:

DESIGNED BY:

ENTRIX JOB NO.

PLAN NO.

DE

CK, DE, JB

CHECKED BY: CK

4330300400

DATE:

0

SCALE IN FEET

8040

LEGEND

APRIL 2015


EXISTING FENCE





ORDINARY HIGH WATER





FILL TO CREATE MARSH

OHW OHW

X X

NOTES:1. OFF HAUL ALL EXCESS EXCAVATED MATERIALS TO APPROVED LOCATION.2. SEE SHEETS 11-19 FOR ROADWAY PLANS.3. USE NATIVE SOILS. NO CONCRETE ASPHALT OR ROCK. SEE SPECIAL PROVISIONS.4. TOTAL EXCAVATION FOR NEW ESTUARINE MARSH = ±18,672 CY. SLOUGH, LAGOON, AND


5. LWM FEATURES WILL BE FIELD LOCATED BY ENGINEER.

Chad.Krofta

Draft

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SEQUIM - DUNGENESS 3 CRABS RD. WAY · 2015-09-08 · finished grade cubic feet or curb face construction limit fence filter fence existing grade lf linear feet fs ff fg gas calc's