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NEW FLOATING DOCKS & BULKHEAD, GRAPEVIEW, WASHINGTON
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LEGAL DESCRIPTION PROJECT NAME: GRAPEVIEW BOAT LAUNCH-FLOATING DOCKS B BULKHEAD CONTRACTORSHALL COMPLYWITH ALLSHOREUNE MANAGEMENT ACT REGULATIONS AND LL
PARCELM 121055166001&121055165001 PERMIT CONDITIONS IMPOSED BYMASON COUNTY AND THE DEPTOF ECOLOGY. SHEET INDEX-DOCK p ARCHITECTS
A PORTION OF GRISWOLD AVENUE ACCORDING TO THE PLAT OF ADDRESS: 5053 GRAPEVIEW LOOP ROAD,GRAPEVIEW,WA 98546 U)
DETROIT NO.2,AS RECORDED IN VOLUME 1 OF PLATS,PAGE 23. 2015 INTERNATIONAL BUILDING CODE(including IBC 2015-WSBC Amendments,July 1,2016, p P L L C
JURISDICTION: CITY OF GRAPEVEIW,MASON COUNTY w/IEBC-2015 and ANSI-2009) 01-General _ co
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_ PARCEL a: 121055166001 8121055165001 2015 INTERNATIONAL MECHANICAL CODE(including IMC 2015-WSBC Amendments,July 1,2016. GIA OVERALL SITE VIEW OF PROJECTS W
w/IFGC-2015.NFPA-54,NFPA-58)JQ 2 601 St.Helens� y PROJECT DESCRIPTION: G12 3D VIEW OF PROJECTS p m Tacoa,Washington 98402
2015 INTERNATIONAL FIRE CODE(including IFC 2015-WSBC Amendments,July 1,2016,and
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1.0 SURVEY Q _
'1= I 2.ALUMINUM GANGWAY,ADA ACCESSIBLE 2015 UNIFORM PLUMBING CODE(including UPC 2015-WSBC Amendments,July 1,2016) 2.0 SURVEY
3.STEEL PILINGS w/CAP 2015 INTERNATIONAL ENERGY CONSERVATION CODE,with Washington State Amendments K Project Title
PROJEC (WSEC,WAC51-11C) Q 04
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LOCATION 2014 NATIONAL ELECTRICAL CODE(NFPA 70) AP2.1 SITE PLAN-DOCK AREA Q PORT OF
4.4"CONCRETE ADA SIDEWALK TO ACCESS PLATFORM AP22 PLATFORM 8 FLOAT DETAILS �
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contact Glen Carlson AT LEAST 48 HOURSPRIOR TO CONSTRUCTION TH=REMAYSELTTILITIESINTHE = Chisckad: Checker
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District 1:John Anderson 3 CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS.
District 2:Glenn Carlson 4 DRAWINGS MAY NOT BE TO SCALE,DIMENSIONAL INFORMATION SHALL BE /� / .rrc Z
District 3: Lowell Mahugh OBTAINED FROMWRITTEN INFORMATION ONLY.VERIFY ALL DIMENSIONS BEFORE By ///`-� r � Date ° Scale: As indicated
aR HIT T• PROCEEDING.ANY DIMENSIONAL DEVIATION FROMTHAT SHOWN WHICH MAY
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JARPA Demolition 8r Construction Notes
All demolition and installation work shall occur in the dry,during low tides.The contractor will be
required to submit a Constrmfionfrkles Plan outlining possible work dates and times that allow
construction of all portions of the project in the dry(during low tides).It is possible that work may
need to be conducted during the evening hours,as that is when the lowest fides occur during the
proposed construction window.A coir log barrier shall be placed wound the perimeter of the work
area to prevent sediments and debris from migrating
waterward.This will be removed when the work is completed or tide is flooding.Work below the
Ordinary High Water mark(OHW)shall only,occur from July 15 through February 15 of any
consecutive year.
Project activities shall not degrade water quality to the detriment of fish life.If at any time,as a result z0
of project activities,fish are observed in distress,a fish kill occurs,or water quality problems develop ,
(including equipment leaks or spills),immediate notification shall be made to the Washingwn U
Department of Ecology(DOE).The movement and use of heavy or tracked machinery is restricted to 7)
the staging area.Beach area grades disturbed during construction shall be re-shaped to pre-existing F
/ conditions upon project completion.All natural habitat features on the beach,such as rocks,larger
I p \ 1 / \ / / / / DO NOT WORK HERE than 12 feet in diameter shall be retained on the beach following construction.Habitat features may z
H1 / / be moved during construction if necessary.All construction equipment shall be inspected daily for O
\ U \ \ / — / ( I fff I I / 1 fluid leaks.No equipment shall leave the staging area until any leaks are repaired.Fueling and O
I 1 II +) 1 r \I I I maintenance of equipment shall occur only at the upland staging area.If barge equipment is to be 1, ARCHITECTS
I used,no groundingshall be allowed. O
)WOOD
° I The movement and use of heavy z
I vy or tracked machine o restricted to thee, a area Burin the
W \ \ FENCE ) + \ J I I � / ' demolition and clearing phase.Demolition and removal of existing concrete,gavels,supportingg O P L L C
W I I J LL S p a 9 ghework
timbers,and all hardware shall coincide with the lowest possible tidal event that allows the work to be z
U) / I I I / accomplished unsubmeged if possible. W
L + 1 \ 601 St.Helens
Wet concrete shall not enter the Waters of the State.Fortes for any concrete shall be constructed to Tacoma,Washington 98402
\ (e)HOUSE prevent leaching of wet concrete.Impervious materials shall be placed over any exposed concrete
not lined with forms that will come into contact with state waters.Forms and impervious materials Z Phone:(253)9224168
shall remain in place until the concrete is cured. Q
1 (e)DRIVEWAY \ ( \ \ \ \ \ / , /� Saw dust,drillings,or trimmings from treated wood shall be contained with tarps or other impervious
a TO RESIDENCE I 1 \ \ \ \ \ / `�J materials and prevented from contacting the beach,bed.or Waters of the State.Sawdust,drillings.or � Project Tite
1 \ / / trimmings from treated wood shall be removed and disposed of upland such that they do not enter Q
\ I \ \ + / / / • the Waters of the State.Excavated materials containing silt,Gay,or other fine grained sails shall not Z
\ DEMO PARTIAL I \ \ \ + \ - V be stockpiled below the OHW mark.No materials shall be stockpiled outside of the staging area unless PORT OF
/ / / I unl they will be used in Natays days'work. Q
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GRISWOLD AYE 1 ' ' 1 \ • \ % , / 1 I , I 1/' // Grapeview,WA 98546
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Construction Notes 8r Requirements
1.THE CONTRACTOR SHALL DEVELOP&IMPLEMENT A SITESPECIFIC SPILL PREVENTION,
CONTAINMENT&CONTROL PLAN(SPCCP)AS SPECIFIED&IS RESPONSIBLE FOR
CONTAINMENT&REMOVAL OF ANY TOXICANTS RELEASED.
2.THE CONTRACTOR IS REQUIRED TO SUBMIT A CONSTRUCTIONTIDES PUN OUTLINING
O / / \ / ) / // / / I POSSIBLE WORK DATES AND TIMES THAT ALLOW CONSTRUCTION OF ANY PORTION OF
• W l \ / / / DO NOT WORK HERE / I THE PROJECT DURING TIDAL EVENTS BELOW OHW
3.THE LOWEST POSSIBLE TIDE SHALL BE DESCRIBED AS THE RECESSION OF WATER TO O
THE POINT THAT 5 FEET OR GREATER OF DRY BEACH EXISTS WATERWARD OF THE U
>` 1 I I / j LOCATION OF WORK.A COIR LOG BARRIER SHALL BE PLACED TO PREVENT SEDIMENTS
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W I I (e)WOOD 1 IS FLOODING.
FENCE 1 \ I I ) 1 3 / I 4.IF IT IS NOT POSSIBLE TO ACCOMPLISH WORK IN ANY CONDITION EXCEPT
CO) \ \ / I J / ( SUBMERGED THAN A SILT/rURBIDITY CURTAIN SUSPENDED FROM A BOOM AS SPECIFIED (�
L\ 1 I I I L SHALL BE PROVIDED,INSTALLED&MAINTAINED BY THE CONTRACTOR FOR THE
17-0 I I i I PROJECT / ( ~ DURATION OF THE WORK ACCOMPLISHED IN A SUBMERGED CONDITION. O
AT\ \ FLOING DOCKS , ( �(/ In ARCHITECTS
I \ \ \(e)HOUSE PILINGSI 5.PROJECT ACTIVITIES SHALL NOT DEGRADE WATER QUALITY TO THE DETRIMENT OF z
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\ \ \ FLOATONG DOCKS FISH LIFE. AT ANY TIME,AS A RESULT OF PROJECT S,FISH ARE OBSERVED IN o P L L C
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\ \ REGRADE EDGE \ \ CONC BULKWAY ' I EQUIPMENT LEAKS OF SPILLS)IMMEDIATE NOTIFICATION SHALL BE MADE TO THE W
(a)DRIVEWAY ADA PLATFORM (a)CONC WALL \ AS NECESSARY \ ONCITIMBER RAILINGS / I WASHINGTON DEPARTMENT OF ECOLOGY,1A00-258-5880.&TO THE AREA HABITAT 601 St.Helens
TO RESIDENCE SIDEWALK BULKHEAD I `\ w/(e)GRAVELS \ \ ADASIDEWALK / I 'A BIOLOGIST,1-360-427-2179. 0 Tacoma,Washington 98402
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8.THE MOVEMENT&USE OF HEAVY OR TRACKED MACHINERY IS RESTRICTED TO THE 0 project Title
! I STAGING AREA&THE FOOTPRINT OF THE NEW BOAT RAMP. Q
9.BEACH AREA GRADES DISTURBED DURING CONSTRUCTION SHALL BE RE-SHAPED TO z PORT OF
• — GANGWAY— — --- _ _ 1 PRE-PROJECT LEVELS UPON PROJECT COMPLETION. Q
_ —� 1 10.ALL CONSTRUCTION EQUIPMENT SHALL BE INSPECTED DAILY FOR FLUID LEAKS.NO G RAP EVI EW
"I ,b 1 I I — l EQUIPMENT SHALL LEAVE THE STAGING AREA UNTIL ANY LEAKS ARE REPAIRED. Q
m t+ b 1 / FUELING&MAINTENANCE OF EQUIPMENT SHALL OCCUR ONLY AT THE UPLAND STAGING IY
(e)UNDERGROUND STAGING \ PROJECTS
STORM DRAIN I 1 �I AREA f 1 -�r—'— -—- l.—.—J—PBEVIQUS PROJECT— ( \ 1 ( I I / / AREA. Q
-—-— —�—- 11.IF BARGE EQUIPMENT IS TO BE USED,NO GROUNDING SHALL BE ALLOWED.
BOATRAMP t — — — — �----.�- / LIMIT OF WORK
SzRISWOLD AVE I 1 / \ I 1 ( / / 12.WET CONCRETE SHALL NOT ENTER THE WATERS OF THE STATE.FORMS FOR ANY Y
/ I DNR LEASE CONCRETE SHALL BE CONSTRUCTED TO PREVENT LEACHING OF WET CONCRETE.(Y 1 \ I I I 1a IMPERVIOUS MATERIALS SHALL BE PLACED OVER ANY EXPOSED CONCRETE NOT LINED 0
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w/FORMS THAT WILL COME INTO CONTACT WITH STATE WATERS.FORMS&IMPERVIOUS
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�• _ _ _ _ _ _ -- _ _ 13.ALL NATURAL HABITAT FEATURES ON THE BEACH(ROCKS)URGER THAT 12-IN 6.
DIAMETER SHALL BE RETAINED ON THE BEACH FOLLOWING CONSTRUCTION.HABITAT
FEATURES MAYBE MOVED DURING CONSTRUCTION IF NECESSARY. Grapeview,WA 98546
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WA I 1 l 1 /� '^7 — -� _ __�_ _ -� 14.SAWDUST,DRILLINGS OR TRIMMINGS FROM TREATED WOOD SHALL BE CONTAINED w
1T 9- / / / / w/TARPS OR OTHER IMPERVIOUS MATERIALS AND PREVENTED FROM CONTACTING THE = Sheet Title
11 (e)DRIVEWAY I verify 1 / / / I J BEACH,BED OR WATERS OF THE STATE.SAWDUST,DRILLINGS OR TRIMMINGS FROM
1 18'-i' / / / TREATED WOOD SHALL BE REMOVED&DISPOSED OF UPLAND SUCH THAT THEY DO NOT = SITE PLAN -
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1 AND MARINE � / ENTER THE WATERS OF THE STATE.
\ I / , /\ \ DOCKS I / ���` 15.EXCAVATED MATERIALS CONTAINING SILT,CLAY OR OTHER FINE GRAINED SOILS Q DOCK AREA
/ SHALL NOT BE STOCKPILED BELOW THE ORDINARY HIGH WATER MARK(OHW).
S EVENT 1 \ / 1 , ` / ` , , I / / 16.NO MATERIALS SHALL BE STOCKPILED OUTSIDE OF THE STAGING AREA UNLESS w
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=1 I I=111-1 11=1 11=1 1=11 I-1 11=i 11=1 11=111=1 11=1 11=t11=111=111-1 11=1 11=1=1 11=1 I =1 Ill-1 i 1=1 11=1 11=11 =1 11=1 11=1 11=1 11=11 I: I-III-111=1 i 1-1 11=1 11=111i I I-II II l =1 I I-1 i-1 z
1=1 11=1 11=1 I I-III E 11={I IEI I I=111-1 I I=1 I I=1 I I=1 l i---1 I I==III=1 I I-1 1-111=1 11=1 11=1 11=111=1 11=1I1=1 I I�1i 11=111-1 11=I 1=1 I i- 111=�11-111- I I! =:11 I _ I I i-!11=I 11-1 I I-1 11=1 I I-1 I!=1 11=1 I I- ELI
-I I I=I I l I I=I I I=I I I=111=111=I I I�I I=111=1 11=1 I I=I I I=111=1 I I=111-.I I I=III=III=I I I=11{—I I l—I I{—I I I=I I I—I I I=I I I=I I I—I I II ' "'— "'—"'—"'—' LU
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PLATFORM SECTION PLATFORM BULKHEAD a
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1.ALL DIMENSIONS AS SHOWN ON PLANS SHALL BE VERIFIED BY CONTRACTOR PRIOR W
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