HomeMy WebLinkAboutBLD2006-00303 tILDING PERMIT APPLICAN MRLA06-00pe279
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD06-00303 Received Date: 5/31/2006
SITE ADDRESS: 1-1911 RAINIER LN
PORT LUDLOW, 98365
OWNER: PORT LUDLOW ASSOCIATES LLC PHONE:
70 BREAKER LN
PORT LUDLOW WA 983659766
PORT LUDLOW NO. 1 AREA 4
SUBDIVISION: Block: Lot: 54
PARCEL NUMBER: 990400451 Section: 8 Township: 28 N Range: 01 E
CONTRACTOR: PORT LUDLOW ASSOCIATES PHONE: 360-437-8250
70 BREAKER LN
PORT LUDLOW WA 98365
Contractor's License PORTLAL994L8 Expires 05/02/2008
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOr NEW SFR W/ATTACHED GARAGE
ALSO A/G 120 GAL PROPANE TANK (STOCK PLAN)
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 1,859
VALUATION 260,197.00 ADD'L: 765 HEAT TYPE: HTP
CODE EDITION: 2003 HEAT BASE: HEAT TYPE: PRO
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY:
CONST TYPE: 5N OTHER: 84 SHORELINE:
CONST TYPE: GARAGE: 497 SETBACK:
DECK: 480 BANK HEIGHT:
SEWAGE DISPOSAL: SEW
WATER SYSTEM: LUDLOW
BEDROOMS: BATHROOMS:
Exist: Exist:
Prop: 2 Prop: 3
Total: 2 Total: 3
Routing Date: l
II �r n L )
Type Amount Paid Bv: Date: Receipt: Approved/Date
Permit $1,895.35 KAS 05/31/06 83420
State Building Code $4.50 KAS 05/31/06 83420 JUN( 1 2006
Potable Water Application $55.00 KAS 05/31/06 83420 Jefferson County Planning
Total: $1,954.85 & Building Department
&QL
• 0
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD06-00303 Received Date 05/31/2006
SITE ADDRESS: 442 RAINIER LN Issue Date 06/21/2006
PORT LUDLOW, 98365
APPLICANT: PORT LUDLOW ASSOCIATES LLC PHONE:
70 BREAKER LN
PORT LUDLOW WA 983659766
SUBDIVISION: PORT LUDLOW NO. 1 Block: Lot: 54
PARCEL NUMBER: 990400451 Section: 8 Township: 28 N Range: 01 E
CONTRACTOR: PORT LUDLOW ASSOCIATES PHONE: 360-437-8250
70 BREAKER LN
PORT LUDLOW WA 98365
Contractor's License: PORTLAL994L8 Expires: 5/2/2008
PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE
ALSO A/G 120 GAL PROPANE TANK (STOCK PLAN)
CALL IN FOR THE REQUIRED INSPECIONS THAT APPLY TO YOUR PROJECT.
SETBACKS: - 3/1Z7wC
UFFER: i
�47
Footing: OR 1147,7729(04 j l
Foundation: O/ 4
Stormwater FINAL Approval: hOTWCfinpiS filT1/tri-/i t k1 B7#if
Underground Plumbing:
Underground Insulation:
Shear Wall : e3' B S 6--,4, #Us 4 5-rR pj DIC /of3//aG Al-
Sheathing:
Framing: afr FizpH/Nr eve f/1 aL, f< IiyOL
Plumbing: i_ Qlo fr
Propane Tank/ Lines: - or 4UES OK I a, ,_ • , 4 jF a7, ,
Insulation: '% 17
� -. �_ LnOLj.�s ao,� .��: � E/Ll /L1G�G1G
Sheetrock:
Septic Sytem Final Approval MUST be obtained before final of structure can be attempted.
Road Approach Final Approval:
Zoning Final Approval: /
Final/Occupancy Approval: Ok PG4--- C/o It/2-3 47
HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUI D PRIOR TO FINAL INSPECTION
THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED
BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.
Office Hours 9:00 a.m. -4:30 p.m.
HOT LINE AVAILABLE 24 HOURS A DAY
SPECIAL CONDITIONS APPLY -SEE REVERSE
SPECIAL CONDITIONS FOR CASE A BLD06-00303 •
1.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater,
erosion and sediment during construction. BMPs shall address permanent measures to
stabilize soil exposed during construction, and in the design and operation of stormwater
and drainage control systems.
2.) A Small Parcel Erosion and Sediment Control Plan has been submitted and approved by
the Department of Community Development. Once the subject permit has been issued
the applicant shall fully implement the provisions of the submitted plan and contact the
Jefferson County Department of Community Development to arrange a schedule to
inspect the property for plan compliance. A Certificate of Occupancy will not be issued
until the Department verifies plan compliance. No clearing for roadways or utilities shall
occur on the project site until clearing necessary for the installation of temporary
sedimentation and erosion control measures have been completed.
3.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
4.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less
than one-half acre unless totally screened from view of neighboring dwellings and
rights-of-way. Such screening shall meet all applicable performance and development
standards specific to the district in which the storage is kept, and shall be in keeping with
the character of the area. Screening shall meet the requirements of Unified Development
Code (UDC) Section 6. Outdoor storage of thirteen (13) or more unlicensed or inoperable
vehicles is prohibited except in those districts where specified as an automobile wrecking
yard or junk (or salvage) yard and allowed as a Permitted Use in Table 3-1 of the UDC,
and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any
such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area
(ESA).
5.) Maximum lot coverage is not to exceed 45%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
6.) Minimum setback from Rainier Lane right-of-way shall be 20 feet. Minimum side and rear
yard setbacks shall be 5 feet.
7.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the
finished grade, excepting when such lighting is an integral part of a building or structure.
Ground level lighting is encouraged.
8.) Lighting fixtures shall be designed and hooded to prevent the light source from being
directly visible from outside the boundaries of the property. The intensity or brightness of
all lighting, during construction and after project completion shall not adversely affect the
use of surrounding properties or adjoining rights-of-way.
9.) The building height is not to exceed 35 feet.
10.) A minimum of two (2) on-site parking spaces shall be provided for the single family
residence.
11.) Per MPR Code Section 3.107, Accessory Dwelling Units (ADU's) shall not be allowed
within the MPR-SF zone.
12.) All stormwater from patios and/or sidewalks shall be dispersed of on site. The driveway
shall be at such a grade as to allow the stormwater to enter into the county road ditch and
shall not be allowed to drain onto neighboring properties.
13.) FOOTING DRAIN SHALL BE PLACED AT OR BELOW BASE OF FOOTING.
I:\F_BLD_Permit_Buildng.rpt 10/29/1999
INAL • APPROVED
Story water = A P.;� STORM WATER PLAN
Required -�, �� / ' • ��
` JUN 1 9 2006
JEFFERSON COUNTY lEFFE'St it
1�I'4 �:�STORMWA DEPT.OF C• r ,'T
TER SIGNATl:RE: . i _ F..� ,�
SMALL PARCEL EROSION AND SEDIMENT CO .1• '
EROSION AND SEDIMENT CONTROL WORKSHEET
Property Owner: Port Ludlow Associates Telephone: 437-2101
Address: 70 Breaker Lane, Port Ludlow, WA 98365
Assessor's Parcel Number: q 1041 00)-1 5
Building Permit or Septic Permit Application Number(if applicable):
Brief Project Description: New Single Family Residence W/ attached garage,
•
Site Location: �[ �`0 rat ��►�r . !
Person Responsible for BMP Installation and Maintenance:_ Q ‘Nt ' •
-~` Address: Same as above ``1
Telephone:Same aS above ,����'n��
1. Describe/check the Best Management Practices (BMPs) that you will implement during land
disturbing activities or construction to control erosion and prevent sediment from entering water
bodies (marine waters, streams, rivers, lakes, or wetlands) or impacting adjacent property or
roads. Please check the measures you plan to implement and show their approximate location on
the site plan. You may also propose measures other than those listed. Attach additional sheets,if
more space is required.
[] Stabilize construction access route. Limit construction vehicles to one route, if feasible.
Provide a stabilized construction access by applying quarry spalls, ballast, or crushed rock
to minimize tracking sediment onto tads. (See attached illustration from Stormwater
Management Manual.) If sediment is transported onto roads, they will be cleaned
thoroughly.
[] Minimize the extent of land disturbing activity and preserve existing vegetation.
Preserve buffers of well-established vegetation between disturbed areas and property
boundaries, roads, water bodies, and designated critical areas (wetlands, fish and wildlife
habitat areas,landslide or erosion hazard area,etc.).
SPESC Instructions—Short Form
Revised July 17,2002
3
• ,TII : i
JEFFE{: : ;��t
• •
EROSION AND SEDIMENT CONTROL WORKSHEET
[] Phase clearing so that only areas that are actively being worked are uncovered.
El Start and complete land disturbing activities and stabilize the site between April 1
and September 30. Stabilization means that disturbed areas will have well-established
plant cover or be landscaped to minimize erosion.
[)� Stabilize exposed soil Exposed and unworked soil will be covered within 2 days between
October 1 and March 31 and within 7 days between April 1 and September 30.
[ ] Cover exposed soil with a minimum of 2 inches of straw or hay or other material
approved for this purpose.
[ ] Cover soil stockpiles with plastic sheeting and locate away from water bodies, roads,
and property lines.
[] Place gravel base on roads,driveways,and parking areas after clearing and subgrade
preparation.
Of Protect adjacent properties and water bodies from sediment deposition:
O] Place straw or hay bales in ditches and drainage ways down slope from areas
of land disturbing activity to filter runoff before it leaves the project site or enters
water bodies.(See attached illustrations from Stomiwater Management Manual.)
[] Install a filter fence down slope from areas of land disturbing activity to filter runoff
before it leaves the project site or enters water bodies. (See attached illustration from
Stormwater Management Manual.)
[X Regularly inspect and maintain all BMPs especially after storms events.
[] Describe other erosion and sediment control Best Management Practices. Be specific
as to design and specifications.
Site is very flat with sandy soils. So I believe the above
measures will be sufficient.
it .,)Li
SPESC Instructions—Short Form
Revised July 17,2002
4
JEFFEISL'I L-'
• •
EROSION AND SEDIMENT CONTROL WORKSHEET
2. Describe how disturbed areas will be permanently stabilized(seeded, landscaped,apply gravel base
to roadways,etc.)
Areas that are distrubed will be landscaped with natural
type vegetation and lawn to property line
3. Describe how runoff from impervious surfaces will be controlled (disperse to vegetated areas to
infiltrate,dry well,infiltration trench,route runoff to existing drainage facilities,etc.).
`j
All impervious surfaces will he run to roof drains and
catch basins as designed into the plat requirements.
SPESC Instructions—Short Form u
Revised July 17,2002
5
• •
t
EROSION AND SEDIMENT CONTROL WORKSHEET
4. Specify your construction sequence. Describe the timing of all land disturbing activities (clearing
and grading, construction, installation of drainage facilities, landscaping, etc.) and Best
Management Practices.Describe proposed maintenance of BMPs.
After excavation the soil piles will be covered and silt
fence will be installed. Silt fence will be left in
place until we are ready to landscape and all roof drains/
catch basins are in. Landscaping will be installed as
early as possible on the exterior of the building when
all exterior concrete work is completed,,( ,
1 ! The Best Management Practices proposed above will be implemented to control erosion, sediment, and
stormwater runoff. I w11 notify the Jefferson County for inspections as required.
4-7
Signature of Owner/Agent Date /
E C nriE n
Q.!.41• " a
SPESC Instructions--Short Form F r -, R�1 j!4!'
Err!_ �, ,�.�yC Revised July 17,2002
6
•
1111—4;bisir
tri*od JEFFERS COUNTY
e.� DEPARTMENT OF COMMUNITY DEVELOPMENT '' { 1�
4.
621 Sheridan Street. Port Part Townsend Washington 98368
•
360/379-4450 • 360/379-4451 Fax
' $ www.co.jefferson.wa.us/commdevelopment _ uut)
Master Permit Application It I. MLA:Di fl 6_a-11
lis
Project Description(include separate sheets as necessary): •
Alert/ s42gte fx#i, deres� rre 4u/a,mac hed reale.
Tax P ceI Propefi'y -
Number: `?I'j t-( 2 y 5 1 Size: (acres/square feet)
Site Address and/or Directions to Property: i l-9-f 1VI E/ L_uv f Ore T Z., v 0 1--c7 L-L..,1
Property Owner(s)of Record: ire-I4, �e Associa ees LLC
Telephone: 6360) Y37-2/O 'Fax (340) - 2522 email:
Mailing Address: 7a or�4er Lam, �Qr.f L !�ad/Div, wA 9113GS
Applicant/Agent(if different from owner): eV/4
Telephone: Fax: email:
Mailing Address:
What kind of Permit?(Check each box that applies)
10/Building ❑Variance(Minor,Major or Reasonable Economic Use)
❑ Demolition Permit [I Conditional Use[C(a),C(d),or C)**
GeSingle Family ❑ Discretionary"D"or Unnamed Use Classification
el/Garage(Attached)Detached ❑ Special Use(Essential Public Facilities)**
❑Manufactured Home ❑ Boundary Line Adjustment
❑Modular ❑Short Plat**
❑Commercial* ❑ Binding Site Plan**
2.Change of Use ❑ Long Plat**
Address 6//Road Approach ❑ Planned Rural Residential Development(PRRD)/Amendments**
Propane ❑ Plat Vacation/Alteration**
❑Allowed"Yes"Use Consistency Analysis ❑ Shoreline Master Program Exemption/Permit Revisions**
❑Stormwater Management El Shoreline Management Substantial Development**
Cl Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Variance
❑Temporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment
❑Wireless Telecommunication* 17 Jefferson County Shoreline Master Program Amendment
❑ Forest Practices Act/Release of Six-Year Moratorium
*May require a Pre-Application Conference **Requires a Pre-Application Conference
Please identify any other local,state or federal permits required for this proposal, if known:
DESIGNATION OF AGENT
I hereby designate to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE L.:ll''/-- -- L�j Date: 4` e G
By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of
his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet
may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attomey's fees and
expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application
review and any required later inspections.gt-27:7
Access and right of entry to this property shall be requested and shall occur only during regular business
hours. �,
Signature: _ Date: .7 .�D/L0 6
The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or
endangered species and could lead to a potential lake"of an endangered species as those terms are defined in the federal law known as the
'Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this
permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your
action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual
and non-transferable responsi 'Iffy for adhering to and complying with the ESA. The Applicant has read this dis aimer and signs and dates it below.
�1
Signature: ere �6lii j- Date: "Q7L16
G:\PeanitCenter\FORMS\DAD FORMS\Master Permit Application 7-8-04.doc
615/18/2E105 IP:35 36037 1 JEFF CO DOD 0 PAGE 04
.:f.•• 0.5/i0A2000 12:44 FAX 360437253W PORT LUDLOW ASSOCIATES JC PERMIT CENTER 4002/00Z
.i.:.: : : ... " •, . ' . • •
.- • . -------- ___ -
.--- --....
. . otiftIRR BUILDER STATEMENT
i 110 skim onttls statement does hereby cetillY that they ate the°velars of the parcel referenced herein,that they are not licensed contract=aim that
I! if theraenoral Contractor tome weposectproject
,- ,''•:.e ..4 ----), 1- --
•: $0,41,,,,,, ..,....-
e_ • . .
• (56NE.,..Pikt.Cc:44TRAcItIR OR MANUFACTLIRED HONE INSTALLER: PHONE: FAX:
' jeZoe",.L re 14004/04) Associates L.,4C (34,0 ) 4'32-.2/o/ _ (36c ) ilf7-2522..
MAi':.iirOADDRess:• ?el *Atter 4,34e.#As-4AL) /le FAAAJL:
.
. - comAlqmwsLictplsE 9 8 os WAINS •
:•. 7,,tArti-Zrr.: : . : :::•.: •/40X.71.,_itii 9? he5) . NuMaEtir . . .
. • Anzoll7MT/FliattitiEli„. • • 'PHONE ( ) FAX:( ) •
• _
... • MAII7INGADDRESsi : .EMAIL
. ,
: . .
:. 'Prgiatetki*: • •-•-••••C**0111•-typc4 - - inathrUDInST: ••• , . . - • StiOreline: • Type of Bewage Disposal:
V NOW V,Woed EvIstIng: fir Sower .
0 ,:/:(4&on . . o Steel •.Proposed: Bank o Community Sysbam
o Afforatton/Ramodel 0 Concrete Total: , _ Height 0 IndMdual System
• • 0 Repair i 0 Masonry —. SEP Permit# __
O Demolition 0 Other: Bedrooms: Water Supply:
EAsting: IV- Setback: 0 Private well 0 Two Party
2,......_. FO/Public TreSleaivit_: :r-Or-(-Ifelfl- — PropOSed:Total: 2,, _ Name a System: DV-IS I
Jr:4-v
• _14; ttrtilad •
• _ .,
lIf thlosis a COmmaretal Prolectra,myst answer the foltoMnat
i Number or Parkin°Spaces: Current...,_ _ Proposed: Number of APA,Parking Spaces: •
i Mother of occuponkt(Includes owners,tenants,employees,eto) Cum& Propeaed
f.7.5.0 01?oupertcy: •• •• IBC Typo of constructon: Will you have Food Service? Yes / No •
1 ,4:WS is A eroggle Teok arKUor Appliance instAlton permit.muall Itentbat agaz,
O clodeograrnd Tank VAbove ground Tank Me of Propane Tank: PO AO ii C5K.,/
13 .P-k,..s!t Stove 0 Cook Stove 0 Woodatove 0 Fireplace Insert 0 Hot Water Tank orPellet Stave G Other _
• . 74.•tfi!Le anplizttglp Nano Installed jni Manufactured(Mobile Herne? Yes / No
Man applying fora ponnit to installa propane tank you must also submit a site plan showing all of the buildings,all prop:war
A-er.es._4W2rfr fc4e don and six*,tftstinces from the propane tank to all property lines,buildings end septic system components,
....1.i-74.-.Vair?cf 140 N$Q area. -1
_ _
scLuore Footage _ ,,.,-74p00:::,,,'4.% EN Bid vA pp Review:
• Carrent Proposied ".-NIA!,,,::,;11-,?. '-, M &I. .. . . . . ... __....
EMain Floor roapaa•l'T iA.,.p..s s'.11,14) ' 6 nsisten• Review:
—
1 ICI
i• -.0 41;)--
...._ Floor (f, r-olota.9 .4.,,,o. . 1..,,,,..,-,t) Base fee:
'i : . .•• . . -111,5 %.: ki;A:k X.... ,. i 46 3 •15 .
I .
itilt;1; •-? .4l.1 /Additional •3rn Floor !
• „ I • S soil°
0=anine: ,.
_ • Plan. ,
• twit, Check fee: a L., t OM
; ,,,, ,< l **Ix:Rag 5. ,
..7.1,2afml)30setinent•• •. . • 4,0?.-:i •,,.,.t.s . State Surcharge fee:
lh,‘ : y•.1,t • 4.50
.e.,,„ ,,E,.,.., ....,0. .
...
, 4.?,aPlluett fig100164., Pat Water Review .e:
. •i _ 10W:4:7' q0•°° .
Qtlerlinhlated 1 .g'Ite1454.1:1 oll SU; OTAL
0 1 1: , 'fp•45'‘. ....Vi7-,..:
I (-749.mGe/.°ar13°4 —7I1. 2:11 4q i . i41.7-,,411.: 911/Rd ' ..roach fee: •* 15
114 lb
i 7 . '' _._ r Le.
- . . . 4 ,i'e
. . .
. . .
• 310 ".1.,--,;*--*:.
, ,.,„. e..,! 1°1.;
- TOTAL:."-' . 101' ..,
4 11,4 0 ip.i i i
O11W1 • S J -7
ReCeipt Number:
r MIINATF-R3 (:)$ QUIRED) t4 IC '33 \ Cash/Check Number: LI Ay
,Fotoperket value otalfieD0rerIdmateria co .mrtft-m-Iinist, .1 4.41 3 4. LU
, $ 4114f 1&61;10 Date:
• /
JEFL.:,,,,, .„ . .
i Initials:tusivAuDFORKAmartsc Peunit Application 7-8-044loc
, • i .
• ^3 07:46 FAX 360437" 2 PORT LUDLOW ASSOCIAT JC PERMIT CENTER I3j002
` �` - 13:35 360 �4451 JEFF CO DCD PAGE 04
Iti.:;_ ' , ;-::'3 12 4 FAX 3604372622 PORT LUDLOW ASSOCIATES -÷ JC PERMIT CENTER 141002/00Z
• fl4MRR Ill WIDER STATEMENT
i . att$us stab ent does hereby cerillY that the WO the Owners of the parcel referenced herein.that toy WS not licensed contractutt a*M that
Datat
-''' �C RORMM1tJ:AMOCO HOW rNS ALLEER PHOt(E Fikx: •
' iz c/gt L__ (36o) 93?-„7!a! (pia) ,r '7-25z2
;. , vADo ss: 7 +' her ,a 11t Af Doti tU EWJ
is ,7A` oa's ileaS= y � WAIN& .
, ' ' - nit72,4L 9 wuMe�a
e -
- \- • — HONE( ) F•�`'C( ) •
�_ EMI
`
p pY-
tn of Mage Dispersal:
'./ e'Woad EauatIn9- Sewer
a: l6Gdi i o Steel -Propaced: Bank p
r^_ tuntty Sworn
F, iernodet ❑ ate ibis!: -3 f _ He tight:t: 0 Individual Systern
❑ Masonry SEP Permit#
it 7 Der7,019or► O •� .r_ t3rrd[ot�Itls: WearPPIY:
K F:�`isElrig. Sedl7sdc: n Private well O Two Part'
t 4f ; �f� l7 Torsi: 2. _-- Name of system; DUDS X
}. _ i•. 1.-...1 ProtLtGligninplglayterh9iftyalia -
;4-1' of"PaccirijSpaces: Current Propar.ad: Number o/MAParldngSpacer,
1 Number of cccuparsts(Includes vwnora,tenants,employees etc) Currant, . Proposed
_" 1,:x, r:_ . - IOC Type of cnnsbuctIon: Will you have Food Ser e? Yes I No •
; , ' 2ra 1or�aSaneeIt nkim ption imp*permiE, sit tte[ns br+low ttrat a [
:-^ -5 ;Jnel Tank '"Abcrta around Tank Skae of Propane Tank PO Atn,11 C7j[.,
" _ vt Stem; t] Cook 8tnve iJ Waodatuire a fltupI ar Insert to Hot Water Tank Dr Peifet stave 0 Other
_s 1.if t mops baotna Insist ad M a llAarr tsd/Mobile Horrn? Yes / No
•' r Npntifkl tea pawn 101873414 pt+apw a tank you must also subml a sits plan ahenvinSr all of the buifcrawg,mil Prope,
""-,-ti' -A f n and laza,distances from the propane tank to all
T ' propertyRe r,buildings and sap tiLc willow components.
, '^'•,-j7cf.l c-Yn hr, i0 • are • .owe F, . ,: TLepnv.,rEH Bid App Review:
S�L S ,t 1
•Ga0 as
.,
1U,A=a'a•17 ��.`1�N••rig..' consistency Review: ` ac
F;tror 61551ati,-9ia �i k i; Base fee: 8Q5 35
• :kJ 744t' i r 4 tiz :ri Additional Section: .--,
CI 7 it
Ifni! ; :e,12 ,rr F• Plan Check fee: ese
anent Iv '1 •• •1� /.. 5iCCRO•15'
• 4 :^. : State Surcharge fee:
`�' i,i,%a�ti" ,�;= Pot Water Review foe: ()CI �,p
MINA ea •.k+.,-3.3�:;-titzted l•
....�� . ... `. _ • ;( iiiimr.,674.08,A. ,lzSUBTOTALr E A
I y
J f. ..
4,A 447 r ;- • f11/Rd_pproach fee:� '��1 , -
—„L H iy
' ' /j r11rMr- r�7 ,s r* �ti �`, Receipt Number;
A.---4.,Ft: , -/ CURED) (Z'Q'91 )' • Cash/Chock Number:
• c;k1q-[-r?t let.*of4T$borsndmo • -re'•�r •- -• O. rah I aJ� l
�„ '' 6,'1Oi� Date; 1/454a:
�
Initiate:
-�f \�^^^t"'cast"\i,10111d9\bkb PpB.bf13j3racur Pwrait AppGadne 743-044344VW.
t..._ ..,
T'....--t.C. — t
1-1-1 .•-•,,-•
, -
--r-1
T. --------.. 11111111111111111111
--_
.._.____m. ........p.•Nigapgg•r.
-..
—. ..•••••••••411
14
==„
an....., ,
C=:: i •
5- mem
= g
i
----
g .
, ,r: • .„ 6- 7- CD*0
,--- ' t3 •
.,.
IMIL•,
r110-0
a
4 . '1'.. 2q0zrri
-6:
)
0 °
•
I III 4.' I IIINEMEll
• 4! N.
nm...... :... ..?, c.,•::, 'v..: x --,o
.
r ,12x,,, •
_ _ q 'j
i .'
r,
g ,,-'-,,',),-,d 1111
I I `•-- '•'-^
414
. i , . rnr- A 11'1 ,t•i, a __,-0
I '.:1 0 -, 114 •
° •••••••
rAI Er ,,;‘, II I ,•• u 5
: \I
; 4 v
' 1131%
A<
6'
1 D6r" •
-1 E
r"
6.
r,
, ..---„
\1
, 0. i:
; -,- I '
::&\, ....
v . 2,6
2 .4
i-;-1-i' • ; : ,
H
- ---
- ,- ,
RT? ,
______,_
; , ,-101/2'
1111EMIMIIMMa611111111111111111151221 ..
I
R .,.•SL
I ' 4'777777-- '''''''•:.! W
_
> Nk _ , 'i ,_411 ?I .17' 0 Minim&
...
6 ;' J;' f L-J- 12',
• ,..: g 8 -,K <
=01,-,'1
_ . 3 w•Lo i <ii
Z
r-
memnie........i.,:......._.7 , E„,:,, •
- b\
„.. P
> r
4., § ,,,
--6:
0°6
•--,i- :: ',..r.
':'''. 311 H 1 .:
•1.1: --- -- - -
,-•a, '
0_,„1:::: CI ...1-.2._ • 6-3" 2'-64' ,r4i I:t1317 A i
_____ se
--'
6\ 6
,
N8
\A
-cl
\ C)
' >
=tiepin ii] xi
: IVIDIikl' > pG.q
?If r
1 f d 4 '
I i t Igiw 6
Ar+.
•_1.',,=0, 2 .
i4 :- `0-..,- 2666
L<---1 rilit4--,;
Mk -,— 13 IlMirikil 4
..1_
—,
, -e- - ;
gillpA
g - ! x 00
R5x
yo
<"z-
7 Z
n n
ig
820
z c=
YO le (J., r,,---:_ ,1 ' H El
. i4:11qit , 1 rnF
AI % 'limb
61 no ''-,,,
7c,10 6 1------. .___
L.__,..,Iy,_____. -C-----7:-.--.„.,!... -_,- ,,:A -_-7,-E_ ' 47-'2! '61 Ciz ,--,-,,-, ''°
- -- - 47--- in • := 2'-8' 2- l. fPW °I f- G;ii
lk it f181114
C'.
. ...
00. Ul.. _ - 1 ' . 11
_ t
I....44k _____ .
RF,,,_, ,
op r___(: .1?,,,,, , ...v•—_,..2 ...---_,7_1
'‘.••, ,-0;,°ET ,T, s .• m. iI 11
L__J
iS9ifg,,'
4
01.N6 •X :
iki AIPIA4111111, .302,c; g N, Ns
, ,,. illimpiAllgu, , -,• ,::\' 4-,0,.
'4 I: - 0 1 m 0 0
LED '44
i A I
- g I
1
::
, 1
I :inNr: o
5"2' T'3'"°" 2'6' S1166" "S'- : 3.-10 '° C.) j ' 1 i
4.-61 O'' 6-10' r°' t P
" -4-------1. .- IrF
;;ENTRY ,
S , IIPPP 0 11113111111111I ,,,,,, 6 s I
Li II
/ 7,..
OP
,,,____,-„'
'
.f.p ti•mk ,ortrel ; guar ,., - -,;;.----,-7-7-1
172 .r.t. ., 11 Jo \ ,-, li
2.7•C-',1.?' "‘, S PM
.. I
I ' •-, g ,If. ;
). r?,'...11.;, •-', )
•- Sk cl' (1,Z *. fr ,„,„„ „ _ ,Agi t,, ______,k_J
A w 0°a,
--— :: 660 Fs
-----I I *n
7 - , ....,3 co ,
o ,,..R, k
CO
P. 11_II'.. .:111"::.....:' _...,1, 0 0coo II ii ,- I 8 -0 -.
g. a-a ---,
6
ifi2F )-4--PII 1 8453.
i ,
r,
r, „,,,__, r bi'i,/
[---If
il ,•,, 1,,,,,,
1 , .._._.......... „ ,
1
,,,, ,ii.,„ ,..,
,,
fl
II ,
. ,>r ;, 0. ,
mr 0 ,(11 ----
" .>
r x 1-. 1. ''? '"5%'1' -,r'.93
' I r L•6:,- I' .1 J .-:- I ',
I
..n.z 0 TiE if I"'
A a 1 6 • ' 'i2C) ' 1§-W . ,,...,
1 ‘._,.-
' M ' A := ., II 'r
If
.
_ _ _ _ ,.i............1,,,th:111.-.,.................meneursone--..........:........ • ''`''
gill..... n*IP° I Oi941 El-- ,,. ''''7q -- . ... . 2- r ,,,
11111 ,_„ .:.....................
,,,i.
6,K8 G SS ISLOC.K.00,41,3 ,, . ..........,..........................ii =
(26'x6 1 ."R a) AA,7 ,' (.)';
(26 1/2" ..,1/2'VINYL:J.:- " j L,-
em
immonimmii.. _____6'q" iN ey-q,. „ ---__J
II
I
1111111111111111111211111111.1111.. " '5'6' I
1.1111111111011111111111111111111111111111111111Emigu 6.-6'
0000-i Cr •,,,,-0 g?,
r2.1 • ,-21. t, t,..'. t,,' 4,7-M, .,Th8P.,"'n'dtilt,i 'i'',Y,` ;3 -4' I 6 nn .‘i - - k) = S .,,,,` .. ..-- '21
TO-I>0 (',1 47,1•••
TiA'i. i..11-Ng ITI> „...., , gq t°•5111.?4? 62 T2Z 4.6.18`.;I;.' ',,°, ,- ). 8 0 , ,,,.6„,w,,p,v,1,11'i'i I,:g.ql:6 CI LI'<-,2 ,,'p a;i6.1 tiszr r p < < 4o*:„ , ^".
Au, AQ)orxx ›Z ' ' - A,4 , V, i--- 2 t-4. 0 g %Op_Iir 2', oql T-11• Of= 0<44 9 Or i 0 -')1,.°N'00". 1 gr'^3 e Ae 2 8, gi
ri- .-rn3 nth
O'' il' Pir \4-6 ,q7 2 ' -o -9, ,,,, Ox -0 g.,..A P§2 '`)q F-14:64.°.Pg,A i T4>g ol?p.,-, g2 ?.6T , -,-),•
U T Ft- ,..,1- ':'•-••: "i--,' & rn-.2:,11 :, ,,,' m 1 6- = er„1N g ,6' r" 14,1 0' •,' r- A KA§ 6§,,K6 R ,,,em-0 2 a]co 4 r 2-o„); %V...te ''nri q' ;A igbi,'p;›27,---k-,4 'i-'g5d i z
c ,, ,,,,. kl, . ,,, -6-n,j-, , -' d irtx -.,t.d.var,g, ° g °R > elg 2 q qn 5. i,A(1A.tqi R 40 4'Q'ig T '!"- 4 P'n9 tri ' '-' -rgq• 113 i 3,73; - t•
t.:.<
rt:
r4,); rT.,q ;17, ) .,,
1 ); cti -> 0 09 , Y1'6G, ,s ,z g r n 400 '! -0XkE(-i?ATR
Az m o q , 0;i "q-I q -,' - ,1 k..) ; os9, 9 _,...11.1 (AV1r,`,`4 R •AL1, C ;‘'N g u.- 5T,,-1 ,,3,4 6' pr A :"6--,fr-,;!_ l' › g P k 0
ris cl m
? 4 1D ', ' ,7sTi'4 C,' -
> te i 0, Sp AlgI.2, '-i q @ p F i.c, ' j-,-, s. 2 '''m 0 :', fi g,=,.4 q‘,1 g i 0,-
Z '..
,j 6 ) A T ir- ° R ,_.,,2 • g
- 0 .,2 g,, ,,,';', Q 0 17 K i t,'
45 th
e. a -
, ' ,- ,' rr,''g ...,, 77.„
,,,, , ? _^6 4A 7-e2 ir, d ..,
=
71.-stri 7-1717f " > ,pr,,-
'',• ''
'i p' 84?, 70-r- ,I
g gm g- _
..,,
- 4: ' t•--', , R X ....- c,
,,,.....
;) rl - VAA
, .
.. ;
F-"or? ,....4,
Fl
,-,
--,-, ,
,,,.,
PLAN 5A 1 1
__,
> 6 1
1 ' PORT LUDLOW ASSOCIATES, LLC III
-
..,
1 .,
cn ,,
FLOOR PLAN ,S1
PORT LUDLOW, WASHINGTON 11,C
2 CAR FRONT GARAGE
•-.....,),.g
> I
, 0,•,-)
. 1
I
u
111111111111111111111mmomm........—__
N
L—
m
T
C
C'7 :y
�-�. C `4
C j L
O
65-6'
23-4" 27'-8" 15'-6"
"'-11/2" 4-8 1,2"
I \ \
N N
�"1 - -- I I-
40403L u
•
W b
iu
Ilk
-- .. `' {' 2 6 IT1 .II� I P m N Q P` 6. fill z p 10 P.
' il �I — �6 y Z 0 l x
pU
1111
r�
t - : us:r. • a W/F 3 ti�t F. 1„ ..
1 J ,n. (1, x E 1, _� I- i
� ;/ilfl:l:o ®UA
/ '.u10�' P --_O
1.
kJJi
:"31-0 1, 3_4 ,4"3-5" Iy 6-la' _ B 4-10., 1.
- F
31.
� t V
� 1 U0 Hl'!
16 O (?I
4'-I0" 3-I0" I'-I"' 3'-I• 1 Im J('i 4-10"
ii. law
Ei 30/6 ii
R 01.1,16 :.._ tI
C Arirlii 3-' 1',,' mita__illi'''' _,
1 , i;JJ--- 5068 BI PASS
/2-5„ 6,
?:41' E 2 O ti
X PIIII� m
A
0 • \ \ ,� ---- f^suuuuuuunuuer.::e:o 5L
=
4040
9'-1 I/2" •'-5 /2'
-10"
/ 15-6"
/ 65-6"
P1NU,nfPP ' - O" 1 MUA g TJ
rrl
000 0� Nx.0 tr % A/>x YZ rD n —, f4 tA rn 6 � TEOjwbp�T< n'D m � ?� �S A� bD j '2 (ApziU "S- D Z 2 O ° ° X f4 0A D mT?Al? 6 Ar; y ^ 3 z � $ 0
• Op n rz�y�° 0umO O IT K oK A a o '- g m Tm r o h O "Im �z ��D g" gh oa ca A ➢ o P. m N
61 99N
a..k / Nn
a (' - <
,
§ PLAN 5A Ds 7 13
D 6 y 3 N Oo
m m PORT LUDLOW ASSOCIATES, LLC Pk-.) ..
cri A 2 CAR FRONT GARAGE m I p z�el 0
•
p o 1 co PORT LUDLOW, WASHINGTON =
(...0D UPPER LEVEL FLOOR PLAN a 1 �o
.
U a
rm
STRAW BALES AS REQUIRED
-1
EROSION CONTROL NOTES
THE FOLLOWING EROSION AND SEDIMENTATION CONTROL NOTES APPLY TO ALL
CONSTRUCTION SITE ACTIVITIES AT ALL TIMES, UNLESS OTHERWISE
SPECIFIED ON THESE PLANS:
1. THE OWNER AND HIS/HER CONTRACTOR SHALL BE RESPONSIBLE AT ALL
TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM
THE PROJECT SITE. FAILURE BY THE OWNER AND/OR CONTRACTOR CAN
RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON
NOTED
ON THIS PLAN MUST
US BE AVAILABLE FOR CONTACT BY PH TELE ONE
ONA24H R OU BASIS
THROUGHOUT CONSTRUCTION AND UNTIL THE
PROJECT HAS BEEN COMPLETED AND APPROVED BY THE COUNTY,
2. THE IMPLEMENTATIO
N OF THIS
SWPPP AND THE CONSTRUCTION,
MAINTENANCE, REPLACEMENT AND UPGRADING OF THIS SWPPP
IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR FROM THE
BEGINNING F 0 CONSTRUC
TION UNTI
L L ALL CONSTRUCTION
UC ON IS COMPL
ETED
AND APPROVED BY THE COUNTY AND THE SITE IS STABILIZED.
3. PRIOR TO
BEGINNING
ANY WORK ON THE
PROJECT SITE PRE -
CONSTRUCTION
A
CONFERENCE
E CE MUST
BE HELD, AND SHA
LL BE ATTEND
ED BY
THE GENERAL CONTRACTOR, THE BULDING INSPECTOR, REPRESENTATIVES
FRO
M AFFECTED
UTILITIES AN
D A REPRESENTAT
IVE TIVE OF THE COUNTY. 4. ANY ROCKED CONSTRUCTION ENTRANCES SHOWN ON THIS PLAN SHALL BE
INSTALLED PRIOR TO BEGINNING CONSTRUCTION. IN ADDITION,
EQUIPMENT FO
R THE CLEANING OF PUBLICROADWAYS
0 DWAYS SHAL
L BE
AVAILABLE AT ALL TIMES DURING CONSTRUCTION.
5. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS
PLAN ARE TO BE CONSIDERED
S DERED ADEQUATE A I
B SC REQUIREMENTS F OR THE
ANTICIPATED SITE CONDITIONS, DURING CONSTRUCTION, DEVIATIONS
FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER
QUALITY. MINOR DEPARTURES FROM THIS PLAN ARE PERMITTED
SUBJECT TO THE APPROVAL OF THE COUNTY INSPECTOR. HOWEVER,
EXCEPT FOR EMERGENCY SITUATIONS, ALL OTHER DEVIATIONS FROM
THIS PLAN MUST BE DESIGNED BY THE PROJECT MANAGER AND
APPROVED BY THE COUNTY INSPECTOR PRIOR TO INSTALLATION.
6. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE
INSPECTED BY THE OWNER AND/OR CONTRACTOR ON A FREQUENT BASIS
AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS
NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT
MUST BE REMOVED FROM SILT FENCES, STRAW BALES, SEDIMENT PONDS,
ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL
DEPTH.
7. AT NO TIME SHALL CONCRETE, CONCRETE BY-PRODUCTS, VEHICLE
FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE
PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE
SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE.
8. ALL WORK SHALL BE DONE ACCORDING TO BEST MANAGEMENT
PRACTICES AS DEFINED IN THE DOE STORM WATER MANAGEMENT MANUAL
FOR THE PUGET SOUND BASIN.
FINISH FLOOR SIE
11 Y2'
z
in
z ^.
1Y2'X 5Y2.
CRAWL SPACE
e
nma" GRADE
FTCr D ILf3 I w 7-0 Q E
C'LGED HT o 1Z
isE-ZL,0Y..0 T3n-5E OF
FOOTING DRAIN - 4- PERFORATED PIPE AROUND A _
ENTIRE PERIMETER, WITH WASHED ROCK BACKFILL
DRAIN TO ROADSIDE DITCH
TYPICAL BUlLDING/GRADE RELAT ONSI —1)s �' ,
N.T.S.
FS' X 2" X 2" POSTS
ERTED 2 FEETO GROUND
NOTE:
SILT INTERCEPT SWALE MAY BE
SUBSTITUTED FOR SILT FENCE
WHERE APPROPRIATE.
R- 25'
E1W015 ROPED
>,POSTTION FILTER FABRIC
\' OVER ENTIRE TRENCH
T PERUNETERAND BACEFI.L
JT' WITH NATIVE MATERIAL
ON THE UPSLOPE SIDE
OF THE TRENCH.
0 p PLO
,p��,Y¢Fo,,i,GGpFo
F k
o,�•�, p`r(+�
�Ssp• !"
�fpOSF •Y'i,1,�1L
1P0. 0, 0 F
12" MIN. I�Ita
4' - 8' QUARRY SPALLS ,5
PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA l
STABILIZED CONSTRUCTI(
NO SCALE
17
STAKE BALES TO MAINTAIN POSITION
AS REQUIRED ( 2 STAKES / BALE )
I 1'-0" MIN. FREEBOARD
NO SCALE
STRAW BALE SWALEn
(USE AS REQUIRED) \L—y
STABILIZATION NOTES
CONTROL MEASURE: STABILIZED CONSTRUCTION ENTRANCE.
PURPOSE: REDUCES THE AMOUNT OF DEBRIS TRANSPORTED ONTO PUBUC ROADS FROM
CONSTRUCTION EQUIPMENT BY ACTION OF VEHICLE TIRES TRAVELING OVER GRAVEL PAD
REMOVING MOST MUD AND DEBRIS FROM TIRES.
DESIGN CRITERIA/SPECIFICATIONS:
DESIGN: 1 SEE DETAIL - -
D L 2 C 1 2 STABILIZED ( ()CONSTRUCTION ENTRANCES
SHOULD BE LOCATED WHEREVER VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS; (3)
MATERIALH SHOULD B A E QUARRY SPA ' ' SPALLS, 4- 8 SIZE; 4 THE ROCK PA
D SHOO T ( SHOULD BE A EAST
12-INCHES THICK AND 100 FEET IN LENGTH. LENGTH MAY BE ROUGED TO 50-FEET FOR SITES
WITH MINOR GRADING (LESS THAN 1 ACRE OF EXPOSED SOIL); (5) WIDTH SHOULD BE THE FULL
WIDTH
D OF THE HI VE CLE INGRESS AN R D EGRESS AREA. MINIMUM
EA. M N MUM WIDTH SHOULD BE 20-
FEET.
ADDIII NA 0 L SUBGRADE STABILIZATION SUCH AS A GECTEXTILE MAT MAY BE REQUIRED.
PROCEDURE: 1 A FILTER FABRIC
FENCE SHOULD BE IN
STAL
LED DOWNHIL
L FROM THE
CONSTRUCTION N ENTRANCE TO INT
ERCEPT AND
CONTAIN ANY SEDIMENT-LADEN
RUNOFF FROM
THE ENTRANCE OR FROM TIRE WASHING; (2) IF THE ROCK PAD DOES NOT ADEQUATELY
REMOVE THE MUD FROM
0 VEHICLE WHEE
LS, THE WHEELS SH
OULD LD BE HOSED
SEED OFF BEFORE
THE
VEHICLE ENTERS A PAVED STREET. THE WASHING SHOULD BE DONE ON AN AREA COVERED
WITII CRUSHED ROCK AND WAS WATER SHOULD DRAIN TO A SEDIMENT RETENTION FACILITY;
(3) STREET CLEANING EQUIPMENT SHOULD BE AVAILABLE AS REQUIRED.
MAINTENANC
E:(1 ENTRANC
ES MAY REQUIRE PERIO
DIC TOP DRE
SSING MATH 2-INCH STONE,
AS NECESSARY TO PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC ROADWAYS; (2) IF
SEDiM NT E IS TRANSPORTED
ONTO A ROADSURFACE,
SU ACE, THE ROADS SHALL BE CLEANED
THOROUGHL
Y AS A MINIMUM
AT THE END OF Y EACH DAY. SEDIMENT SHOULD BE REMOVED E OWED
FROM ROADS BY SHOVELING OR SWEEPING. STREET WASHING SHOULD TAKE PLACE ONLY
AFTER SEDIMENT HAS BEEN REMOVED AS DESCRIBED ABOVE; (3) ANY ROCK SPALLS THAT
ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED
IMMEDIATELY.
CONTROL MEASURE: CONSTRUCTION ROAD STABILIZATION.
PURPOSE: TEMPORARILY STABILIZES ROADS, PARKING AREAS. AND ON -SITE TRANSPORTATION
ROUTES WITH STONE IMMEDIATELY AFTER GRADING, REDUCES EROSION CAUSED BY
C014STRUCTIDN TRAFFIC OR RUNOFF.
DESIGN CRITERIA/SPECIFICATIONS:
DESIGN: (1) PROVIDE ROCK STABILIZATION WHEREVER THERE IS THE POTENTIAL FOR
EROSION OF TEMPORARY CONSTRUCTION ROUTES BY CONSTRUCTION TRAFFIC DURING WET
WEATHER; (2) ROCK STABILIZATION MAY BE UNNECESSARY WHERE SOILS ON SITE ARE
GRAVELLY; (3) A 6-INCH DEPTH OF 2- - 4- CRUSHED ROCK, GRAVEL BASE, OR CRUSHED
SURFACING BASE COURSE SHALL BE APPLIED IMMEDIATELY AFTER GRADING OR THE
COMPLETION OF UTILITY INSTALLATION WITHIN THE RICHT-OF-WAY. A 3-INCH COURSE OF
ASPHALT TREATED BASE (ATM) MAY BE USED INSTEAD OF THE CRUSHED ROCK.
PROCEEDURE: (1) WHERE FEASIBLE, ALTERNATIVE POUTES SHOULD BE MADE FOR
CONSTRUCTION TRAFFIC; ONE FOR USE IN DRY CONDITION, THE OTHER FOR WET CONDITIONS
WHICH INCORPORATES THE MEASURE LISTED BELOW; (2) TEMPORARY ROADS SHOULD
FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT POSSIBLE. SLOPE SHOULD
NOT EXCEED 15 PERCENT. ROADWAYS SHOULD BE CAREFULLY GRADED TO DRAIN
TRANSVERSELY. PROVIDE DRAINAGE SWALES ON EACH SIDE OF THE ROADWAY IN THE CASE
OF A CROWNED SECTION. OR ONE SIDE IN THE CASE OF A SUPER ELEVATED SECTION. (3)
INSTALLED INLETS SHALL BE PROTECTED TO PREVIEW SEDIMENT LADEN RUNOFF FROM
EN ERING THE STORM SYSTEM (SEE BMP'S ON FILTEP. INLET BARRIERS).
MAINTENANCE: INSPECT STABILIZED AREAS REGULARLY, ESPECIALLY AFTER LARGE STORM
EVENTS. ADD CRUSHED ROCK IF NECESSARY AND RE -STABILIZE ANY AREAS FOUND TO BE
ERODING.
CONTROL MEASURE: DUST CONTROL,
PURPOSE: PREVENTS SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES
DESIGN CRITERIA/SPECIFICATIONS: (1) MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH
USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES. (SEE
BARE GROUND BMP'S) (2) SITE SHOULD BE SPRINKLED WTH WATER UNTIL SURFACE IS WET.
REPEAT AS NEEDED. TO PREVENT CARRYOUT OF MUD ONTO STREET, REFER TO STABILIZED
CCNSTRUCTON ENTRANCE BMP IN THIS SECTION. 13) SPRAY EXPOSED SOIL AREAS WITH AN
APPROPRIATE DUST PALLIATIVE. NOTE: OIL IS PROHIBITED FOR USE AS A PALLIATIVE.
CONTROL MEASURE: LIMIT CLEARING OF SITE.
PURPOSE: REDUCES LIKELIHOOD OF, OR EXTENT CF, TURBIDITY IN DOWNSTREAM
ETORMWATER BY MINIMIZING THE SOURCE OF SILT PCKED UP ON SURFACE RUNOFF.
DESIGN CRITERIA/SPECIFICATIONS: CLEARING SHOULD BE LIMITED TO THE MINIMUM AREA
NECESSARY TO PERFORM WORK AND IMMEDIATELY FEVEGETATE CLEARED AREAS. WHEN
POSSIBLE, CONSTRUCTION SHOULD BE PLANNED IN STAGES, AND ONLY THE STAGE BEING
1WORKED ON SHOULD BE CLEARED. ONCE WORK IS COMPLETED, A GIVEN STAGE OF
CONSTRUCTION SHOULD BE IMMEDIATELY REVEGETATED OR OTHERWISE STABILIZED.
CONTROL MEASURE: COVER AREAS LEFT UNWORKED FOR MORE THAN 48 HOURS.
(SEE ALSO MULCHING, SODDING, PLASTIC SHEETING BMP'S).
PURPOSE: MINIMIZE THE AREA EXPOSED TO RAINFALL AND SURFACE RUNOFF, THEREBY
REDUCING THE AMOUNT OF EROSION OF BARE GROUND AND THE AMOUNT OF SEDIMENT THAT
MIGHT COLLECT IN SEDIMENTATION CONTROL STRUCTURES, SUCH AS SEDIMENT PONDS OR SILT
FENCES.
DESIGN CRITERIA/SPECIFICATIONS: DURING THE TIME PERIOD OF OCTOBER 1 THROUGH APRIL
30, AND AT OTHER TIMES OF THE YEAR WHEN THERE ARE EXTENDED PERIODS OF INCLEMENT
WEATHER, ALL PROJECT -DISTURBED SOIL AREAS ThAT ARE TO BE LEFT UNWORKED FOR MORE
THAN 48 HOURS SHOULD BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. THIS
PROCEDURE IS BASED ON THE INCREASED POTENTIAL FOR, AND CONSEQUENCES OF, FAILURE
OF EROSION AND SEDIMENTATION CONTROL STRUCTURES DURING THIS PERIOD OF HIGH
PRECIPITATION AND THE ASSUMPTION THAT AREAS NOT BEING WORKED ARE LIKELY TO BE
LEFT UNATTENDED.
CONTROL MEASURE: MULCHING. (SEE ALSO NETS AND MATS)
PURPOSE: MULCHING PROVIDES IMMEDIATE TEMPORARY PROTECTION TO EXPOSED AREAS
AND ALLOWS GERMINATION AND PROTECTION OF SEEDED AREAS BY CONSERVING MOISTURE,
MODERATING SOIL TEMPERATURES, AND HOLDING FERTILIZER, SEED AND TOPSOIL IN PLACE
DESIGN CRITERIA/SPECIFICATIONS:
DESIGN: (1) PREPARE SOIL AS FOR SEEDING, (2) FOR APPLICATION RATES AND
SPECIFICATIONS, SEE TABLE 3-1*0; (3) NETS AND MATS USED IN CONJUNCTION WITH MULCH
SHOULD BE USED ON SLOPES STEEPER THAN 2.1; (4) WOOD FIBER CELLULOSE BLANKET ARE
CONSIDERED PROTECTIVE MULCHES AND CAN BE USED ALONE ON ERODIBLE SOILS AND DURING
ALL TIMES OF THE YEAR.
MATERIALS: (1) HAY OR STRAW: USE STRAW WHERE MULCH EFFECT IS TO BE MAINTAINED
FOR MORE THAN 3 MONTHS. HAY AND STRAW APE SUBJECT TO WIND BLOWING UNLESS KEPT
MOIST OR TIED DOWN. THEY ARE THE MOST COMMON AND WIDELY USED MULCHING
MATERIAL; GOOD FOR EROSION CONTROL IN CRITICAL AREAS. ANCHOR BY CRIMPING, DISCING,
ROLLING OR PUNCHING INTO SOIL, COVERING WITH NETTING, SPRAYING WITH A CHEMICAL OR
FIBER BINDER OR BY KEEPING MOIST; (2) WOOD FIBER CELLULOSE (PARTLY -DIGESTED WOOD
FIBERS): WHEN USED FOR EROSION CONTROL ON CRITICAL AREAS, THE APPLICATION RATE
SHOULD BE DOUBLED. APPLY WITH HYDROMULCHER. NO TIE DOWN IS REQUIRED. PACKAGED
IN 100-LB BAGS. NOT RECOMMENDED FOR HIGHLY ERODIBLE SOILS IN HOT WEATHER; (3)
GRAVE, CRUSHED STONE OR SLAG: EXCELLENT MULCH FOR SHORT SLOPE AND AROUND WOODY
PLANTS AND ORNAMENTALS. USE WHERE SUBJECT TO FOOT TRAFFIC; (4) CORN STALKS
SHREDDED INTO 4' - 6' LENGTHS, DECOMPOSES SLOWLY AND RESISTS WINDBLOW; (5) WOOD
CHIPS: CANNOT BE CLOSELY MOWED. DECOMPOSE SLOWLY AND DO NOT REQUIRE TACKING.
DOES NOT PROVIDE NITROGEN TO SEEDS UNLESS TREATED. TENDS TO WASH DOWN SLOPES
STEEPER THAN 6% (6) BARK CHIPS/SHREDDED BARK: CANNOT BE CLOSELY MOWED.
ADDITIONAL NITROGEN FOR SEEDS NOT REQUIRED. TENDS TO WASH DOWN SLOPES STEEPER
THAN 6% AVOID TILLING BARK OR SAWDUST INTO SOIL, AS IT TENDS TO REMOVE NITROGEN
FROM SOIL, RELEASING IT ONLY WHEN IT DECAYS.
PROCEDURES: (1) MULCHES SHOULD BE USED FOLLOWING TEMPORARY OR PERMANENT
SEEDING; (2) MULCHING SHOULD IMMEDIATELY FOLLOW SEEDING IN AREAS WITH SLOPES
STEEPER THAN 2.1; (3) MULCHES SHOULD BE USED IN CLEARED AREAS THAT CANNOT BE
SEEDED BECAUSE OF THE SEASON; (4) MULCHES SHOULD BE USED ON EXPOSED SOILS
(INCLUDING STOCKPILES WHICH ARE NOT FINAL GRADED WITHIN 15 DAYS) UNLESS COVERED
WITH PLASTIC SHEETING.
MAINTENANCE: MULCHED AREAS SHOULD BE CHECKED PERIODICALLY, ESPECIALLY
FOLLOWING SEVERE STORMS, WHEN DAMAGED AREAS OF MULCH OR TIE -DOWN MATERIAL
SHOULD BE REPAIRED.
**-SEE TABLE 3-1, THIS SHEET
STABILIZATION NOTES (cONTD.)
CONTROL MEASURE: TEMPORARY EROSION CONTROL SEEDING. (SEE ALSO
TOPSOILING, SURFACE ROUGHENING, MULCHING, PLASTIC
SHEETING AND NETS AND MATS).
PURPOSE: REDUCES EROSION AND SEDIMENTATION BY TEMPORARILY STABILIZING EXPOSED
SOILS FOR P 7 U 0 1 YEAR.
DESIGN CRITERIA/SPECIFICATIONS: (1) SEEDING CAN BE DONE DURING THE PERIOD OF
MARCH THR
OUGH ROUGH EPTEAI S BER 30 IF PLAN
TED BETWEEN MAY 15 AND AUGUST 1 GUS 5 IRRIGATION
MAY BE REQUIRED). SEEDING CAN SOMETIMES
E ES ALSO BE DONE SUCCESSFULLY DURING THE
REMAINDER OF THE YEAR, OCTOBER 1 THROUGH FEBRUARY 29, PROVIDED THAT THE SEED BED
IS IMMEDIATELY
TEL STABILIZ
ED BY MULCHING NET/MATS OR PLASTIC TIN ,SHEETING; 2 SITE
()
PREPARA
TION, INC
LUDING THE INSTALLATION OF SURFACE RUNOFF CONTROL MEASURES,
SHOULD BE COMPLETED PRIOR TO SEEDING. THE SEED BED SHOULD BE FIRM BUT NOT
COMPACT WITH A FA
IRLY FINESURFACE.
SU CE SURFACE RO
UGHENING SHOUL
D BE DONE AT RIGHT
ANGLES TO THE
SLOPE AND PRE
FERABLY TRACK W P AUCD U SLOPE. TRACK WALKING
ALK C IS
DRIVING A CRAWLER TRACTOR UP AND DOWN THE SLOPE, LEAVING A PATTERN OF CLEAT
IMPRINTS PARALLEL TO THE SLOPE CONTOURS; (3) HYDROSEDING APPLICATIONS WITH
APPROVED SEED MULCH TI - - FER UZER MIXTURES
XTU ES MAY ALSO BE U 4
AMENDMENTS/FERTILIZERS SHOULD BE APPLIED AS RECOMMENDED BY SUPPLIERS` WHEN
SEEDING OVER SUBSOIL (WITHOUT TOPSOIL), AVOID OVER-FERTIUZING, ESPECIALLY NEAR
AQUATIC
OU FEATURES.
TU ES. INSTEAD US
E MULCH TO ASSIST INN NO
URISHING NG SOIL PROJECT SIT
ES
TES
ADJACENT TO BODIES OF WATER MUST USE NON -PHOSPHORUS FERTILIZER; (5) APPLY AN
APPROPRIATE SEED MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS. PER ACRE
TABLE 3 2
••
GIVES RECOMME
NDED TEMPORARY EROSION CONTROL SEED MIXTURE
MAINTENANCE: (1) INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS
AND RESEED IMMEDIATELY; (2) SEED SHOULD BE SUPPLED WITH ADEQUATE MOISTURE.
SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON
ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLIED TO PREVENT RUNOFF.
INSUFFICIENT AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER.
CONTROL MEASURE: PLASTIC SHEETING
PURPOSE: PROVIDES IMMEDIATE TEMPORARY EROSION PROTECTION TO SLOPES AND
DISTURBED AREAS THAT CANNOT BE COVERED BY MULCHING. ALSO, PROTECTS DISTURBED
AREAS WHICH REQUIRE COVERING DURING PERIODS OF INACTIVITY IN WINTER MONTHS.
PLASTIC SHEETING IS THE PREFERRED COVERING FDR SEED BEDS PLANTED DURING WINTER
MONTHS, IN THAT IT NOT ONLY PROTECT AGAINST HEAVY RAINS BUT ALSO PROVIDES WARMTH
AND LIGHT TO PROMOTE GERMINATION AND GROWTH OF SEEDS.
DESIGN CRITERIA/SPECIFICATIONS (1) PLASTIC SHEETING SHOULD HAVE A MINIMUM
THICKNESS OF 6 MIL AND MEET THE REOUIREMENTS OF WSDOT/APWA SECTION 9-14.5; (2)
COVERING SHOULD BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS
OR TIRES ON ROPES WITH A MAXIMUM 10 FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS
SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHOULD BE AT LEAST A 10 -
24-INCH OVERLAP OF ALL SEAMS. SEAMS SHOULD THEN BE ROLLED AND STAKED OR TIED;
MONTHCOVERING AANINSTALLED D REMOVED AS OON AA,SPIMMEDIATELY
ONCE VEGETATION IS DURING S WELL GROWN TO
PREVENT BURNING THE VEGETATION THROUGH THE PLASTIC SHEETING, WHICH ACTS AS A
GREENHOUSE; (4) WHEN COVERING IS USED ON UNSEEDED SLOPES, IT SHOULD BE LEFT IN
PLACE UNTIL THE NEXT SEEDING PERIOD; (5) PLASTIC COVERING SHEETS SHOULD BE BURIED
TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH
SHEETS.
MAINTENANCE: PLASTIC COVERING MUST BE CHECKED OFTEN FOR RIPS AND PLACES WHERE
THE PLASTIC MAY BE DISLODGED. CONTACT BETWEEN THE PLASTIC AND THE GROUND SHOULD
ALWAYS BE MAINTAINED. ANY AIR BUBBLES FOUND SHOULD BE REMOVED IMMEDIATELY OR
THE PLASTIC MAY RIP DURING THE NEXT WINDY PERIOD. RE -ANCHOR OR REPLACE AS
NECESSARY.
**-SEE TABLE 3-2, THIS SHEET
F
4
GRAPHIC SCALE
( IN FEET )
1 inch = 20 fL
0
TABLE 3-1 MULCH MATERIAL, APPLICATION RATES AND SPECIFICATIONS
MULCH MATERIAL
QUAULTY
APPLICATION
APPLICATION RATES
DEPTH OF
STANDARDS
RATES
PER ACRE
APPLICATION
PER 1000 SQ FT
GRAVEL,
WASHED 3/4' -
9 CU YDS
400 CU YES.
3.
CRUSHED STONE
1-1/2' SIZE
OR SLAG
HAY OR STRAW
AIR-ORED), FREE
75-100 LBS.,
1.5 - 2.5 TONS
LIGHTLY COVER
FROM LNCDESIRABLE
2-3 BALES
(90-100 BALES)
ENTIRE SURFACE
SEED k COARSE
MIN. 2'
MATERIAL
FIBER
WOOD BER
DYED GREEN.
YE
-
25 30 LBS.
-
1000 150C LBS.
2
CELLULOSE
NO GROWTH
ORGANISMI
INHIBITING FACTORS C ORS
TABLE 3-2 TEMPORARY EROSION CONTROL SEED MIXTURE
MPROPORTIONSY
NA E
B
PERCENT
PERCENT
WEIGHT
PURITY
GERMINA1ON
RECTOR AGROSTIS ALBE
10%
92 %
90%
ANNUAL RYE (LOJUM
40%
98%
90%
MULTIFODUM)
CHEWINGS FESCUE (FESTUCA
40%
97%
80%
REBRA COMMUTATA)
JAMESTOWRN, BANNER,
SHADDOW OR KOKET
WHITE DUTCH CLOVER
10%
96%
90%
(TRIFODUM)
EXPIRES: JUNE 7, 2008 11
I�
I
_. Y..R P.
,i.
1
Vicinity Mays
Legend
SILT FENCE, SEE DETAIL C
STRAW BALES, SEE DETAIL - - - - - C —_
PROPOSED CULVERT
SURFACE DRAINAGE
- - -- - - - - CLEARING LIMITS DS 4' DIA., PVC DRAIN PIPE
(MININUM SLOPE - 1.OX)
PROPOSED 120 GAL PROPANE TANK SS PROPOSED SANITARY SEWER UNE
ASPHALT SURFACE ---SS- - - - EXISTING SANITARY SEWER LINE
W PROPOSED WATER LINE
CONCRETE SURFACE
Site flan
CLEARED AREA - 14,037 SQ. FT.+/-
IMPERVIOUS AREAS:
DRIVEWAY - 781 SQ. FT. +/-
EMERGENCY CONTACT PERSON BUILDING - 3.035 SO. FT. +/-
ROBE BAILEY TOTAL IMPERVIOUS AREA - 3,816 SQ. FT. +/-
PHONE: (360) 437-2101
CLIENT
MacLearnsberry Engineering, P.S. Port Ludlow Associates, LLC
Civil Engineers o Planners Stormwater Site Plan (SWPPP)
159 Wyatt Way EVE Bainbridge Island, WA 98110 Lot 54 Port Ludlow No. 1, Area 4
Phone: (206) 842-5514 facsimile: (206) 780.2408 DRAWN BY MCM DATE May 26, 2006 I°e NO 26526
CHECKED BY MCM ISCALE 1"=20' SHEET 1 OF 1
23
22