HomeMy WebLinkAboutCOM2023-00049 Replace Bridge - COM Application - 5/23/2023 MASON COUNTY COMMUNXTY SERVICES 1f - i�`�""
PERMITASSISTAMCE CENTER;
.BUILDING-PLANNING•PUBIJC HEALTH!•FIREMARSHAL
615 W.Alder Sheet,Shelton,WA B8594
Phone Shelton.(360)427-9870 cA 352•Fax:(360)427-7798 Phone MAY 2 3 2023
Belfalr:(360)27S4467•PhoneElnra:(360)402-Mg
BUILDING PERMIT APPLICMW Alder Street
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME: 9. Ll NAME: E
MAILING AbbRLlS5: �Nl >1 MAZWO ADDRB S:
CITY: SATE: ZIP: CTfY PATE: ZIP.
PHONE#1• - 1?
PHONE#2: RM M: _
EMAIL: Lgrl nGT 0
PRIMARY—CONTACT— O)MRa� CONTRACTOR❑ IOTHER
NAME 44A L-S EMAIL_ t�Cunt? 40 �e�i�.
MAM NG DDRESS CITY STATET "ZIP
PHONE CELL
PARCEL INFORMATION:
PARCELNUMBER(12DilitNumber) 3f"7 1 � ZONING
LEGALDESCPRTIO ( b reviated) PIREDISTRICT r
SITEADDRESS CITY
DIRE ONSTOSITEADDRFSS "< s
iti(m�
IS PROJECT 300FT OF SLOP.E(S)GRFATERt M3AN 14%: )ES❑ NO�§-SNO'W LOAD:_psf 11�
ISPROPTIR2TX�2o0FTOFTEEFo7�OVPIl�TG: (Checkalltharapply): it
SALTWATIdR❑ LAKE❑ BIVE$1 POND❑ WEIZAND❑ SRASONALRUNOFF❑ TREAtvf )
TYRE O)F WORK-i NBW❑ ADDITION❑ ALT TION❑ REPAIR❑ OTHER dtt2
USE OF STRUCTURE(11=dena4 GatCg'.Co uue r1elBldg FJeJ 1
ISUSE: PRIIMRY❑ SHASONAI.�g— NUMBEROFBEDROOMS NUMBEROF)3ATHROOMS
HEATED STRUCTQRE? ITS oleBldg)❑ YES(Paeffl of a1 ❑ Ngg
DESCRIBEwORK
SOUARE FOOTAGE:(pmp.,4
ISTno t sq$. 2NDnO0R sq.fL 3RDPLOOR sq.fL BASHMIBNT sq fL
DECK sq.fL COVERHD DECK sq ft STORAGE sq.1L OTHER sq.fL 1
GARAGE sq.ft Attached❑ Detached❑ CARPORT sq.ft Attached❑ Detached❑
MAN>;TFACTORED ROM INFORMATION: *4 COMES of THE FLDOIZ PL&W PI EQUTR i k
MA1i'L MODEL YEAR LENGTH
WIDTH BEDROOMS BATHS SERIALNGNMER
I;NVIItONN1EIQTAL HEALTH-
SHWAGEISHWER SOURCE: SEPTIC❑ SEWER❑ 1 NEW❑ WMTING❑ -
PLUMBIlTGIN STRUCTURE2 YPS❑ NO❑ fjyes,atlarJi completed WaierAdequocy I'arni '
PERID4EtIItlgOUNDATiONDRAINS PROPOSED? YES❑ NO[] EXISTING SQ.PT.
MMTWGBHDROOMS PROPOSEDBEDRAOMS TOTALBEDROOMS
V
OWNERaclmowledgesthatsubmisstonoflnaecuratalnfntma0on may resultinaslopwntkorderorpetmltravocatlon.AclmovAadgomentofsuchlsby
signature below.I declare that I am the owner and I tudher declare that I am added to receive this permitand io do thework as proposed.I have
oblalned permisslonfrom all the necessary padlas,Including any nasca enthoWar orpm1as of Interestregarding this pm)ect Tha awnerorlegal
represeritAW„represents that tho Information provided Is accurate and grants employees of Mason Countyaccess to the above described property 5
and struclum(s)forravlewand Inspection,This pennitlapplloation becomes null 2 vold Nwork orauthodzed construction Is not commenced%Ogn 180
days or if construction work Is suspended fora period of 180 days.
PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS
PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON
1 COUNTY CODE 14.011.42)
< //TT��JJ X ature of OWNER Nlusk be sl nod b the OWNl7t �DatawYA3 9
GW
BUYI1DING DEPARTMENT
PLANNING DEPARTMENT
FIREMARSB:AL
PUBUCBI?ALTH
Construction Notes: to 0
:...- ,. . .'... •`.
Contractor to set control staking to install new bridge deck elevation at existing bridge deck elevation. V, z M
Excavate abutment footing area to undisturbed soil with footprint a minimum of 12 inches wider and longer_.,..,, r � ^ °
than the abutment. Project Engineer to inspect and approve base of excavation prior to fabric placement. 0 "\' N M
Place non woven geotextile-fabric(Mirafi 140n or better)in the base of the excavation.
Place and compact,to refusal,a minimum of 8 inches of 5/8ths minus gravel. 9'overall length
Wrap the gravel base with the geotextile fabric with a minimum of 1 foot overlap in all directions.
Place and secure the abutment to the bridge as directed in the bridge plan set.
" Rebuild bridge approach.in lifts with the block retaining wall and reinforcement mesh after the bridge is
installed.
Concrete Specifications: Concrete mix shall be approved by project manager prior to pours and shall be 6 Cc IL
EVm
sack/Cy cement mix as specified by NRCS MS-203. E z
Course aggregate not to exceed 1.5"diameter.
28 day compressive strength of 3500psi.
Max water to cement ratio of 0.55 L- 2' a►. �o .�
Air content between 4.5%and 5.5%
Concrete Bridge Abutment.Plan View 'd
Proposed BridgeC of
Existing and m
Proposed Bridge — Bolts 8et.as.
Deck Elevation specified in the
f- 10"—{ bridge plans.with
an embedment
U
depth of.
Bridge' ,t ,,... minlPrtum:
Approach'
Badkfiil tringer,epprox
t' Abutment Existing Bridge S - _ 1 3
o •-
f s minus Gravel wrapped In non woven
;• Gravel abutment footing geotextile.Minimum thicknes 8" •.
Place on undeisturbed soils. --I 1'max.
Edges of abutment footing to extend a minimum 1
L' Undi§turied.�atiVesoit; Y of 1 foot beyond the abutment footprint.
'- `-_To be inspected and approved by engineer 2'
prior to fabric placement Concrete Bridge Abutment Cross Section
All reinforcement bar is#4 grade 40.3"of concrete cover on all faces..:..:
Bent bar to be continuous and placed with a maximum spacing along the rll
abutment of 1 foot.Longitudinal bar to be placed as shown In the cross section, and tied at every intersection.Bolt are not to be used for pick points.Contractorto provide pick point design and ensure that if additional embedded rebar is �
Bridge Abutment Cross Section, typ used for lifting,none is exposed when the project is complete. �14.