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HomeMy WebLinkAboutBLD2005-00376 kUILDING PERMIT APPLICAION ML Review T Ty y 348 pe: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD05-00376 Received Date: 6/6/2005 SITE ADDRESS: RAINIER LN PORT LUDLOW, 98365 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101 70 BREAKER LN PORT LUDLOW WA 983659766 PORT LUDLOW NO. 1 SUBDIVISION: Block: Lot: 64 PARCEL NUMBER: 990400460 Section: 8 Township: 28 N Range: 01 E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365 Contractor's License PORTLAL994L8 Expires 5/2/2006 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW SFR W ATTACHED GARAGE & 120 GALLON A/G PROPANE TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,795 VALUATION 288,086.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2003 HEAT BASE: 1,218 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: SHORELINE: CONST TYPE: GARAGE: 612 SETBACK: DECK: 153 BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: LUDLOW BEDROOMS: BATHROOMS: Exist: Exist: Prop: 4 Prop: 3 Total: 4 Total: 3 Routing Date: (e//..5/QCO "5- ' Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $2,052.15 BAC 06/06/05 73248 APPROVED State Building Code $4.50 BAC 06/06/05 73248 Potable Water Application $53.00 BAC 06/06/05 73248 JUL 19 2005 Total: $2,109.65 • effersoi 'unty Planning 0 & Bu r!in •artment Ad* '€ ' ' a • f BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD05-00376 Received Date 06/6/2005 SITE ADDRESS: qq/ 446 RAINIER LN Issue Date 07/19/2005 PORT LUDLOW, 98365 APPLICANT: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101 70 BREAKER LN PORT LUDLOW WA 983659766 SUBDIVISION: PORT LUDLOW NO. 1 Block: Lot: 64 PARCEL NUMBER: 990400460 Section: 8 Township: 28 N Range: 01 E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365 360-437-2522 Contractor's License: PORTLAL994L8 Expires: 5/2/2006 PROJECT DESCRIPTION: NEW SFR W ATTACHED GARAGE & 120 GALLON NG PROPANE TANK CALL IN FOR THE REQUIRED NS ECTI S THAT APPLY TO YOUR PROJECT. SETBACKS: d1C 11 h4 OS UFFER: O/C /0006 1 Footing: 06/5 / Foundation: G (07/05 tc.o)fd(�iar �J�itrs'1-ALL f��t�i pohbuf p Ps.p� Stormwater FINAL Approval: 1).6 t FD OK COAaWEerioo To 0E MADE @ N1ir[A6QtJ OF 1-161456)j2//2/d5f/ Underground Plumbing: On 1, 23/05 Underground Insulation: Shear Wall : Ott- e-Lt-(Xi Sheathing: Framing/48Sam.r OK.3/31 O 4/0/4, Plumbing: eK 170. Propane Tany)/ Lines: i E OK 3 3104 Insulation: /Y4 .S4474 D, 4Z �'lc l't?7 1;4 /'!Fi Sheetrock: Septic Sytem Final Approval (If not on sewer): Road Approach Final Approval: Zoning Final Approval: . Final/Occupancy Approval: ae -a,- 0 40/L HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL R QUIRED 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 CAS # BLD05-00376 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 Stormwater Site 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.) The building height is not to exceed 35 feet. 7.) Minimum setback from Rainier Lane right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. 8.) 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. 9.) 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. 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. I:\F_BLD_Permit_Buildng.rpt 10/29/19 ¢,gON co /V r�-ro 7 �w 414dd JEFFERScOUNTY • (Pz/- #.y-6 41 DEPARTMENT OF COMMUTE l Y j2EVRLOPMENT_.� _ _ r 1 621 Sheridan Street!Port_ ownsend .Washington 98.36 360/379-4450 • 360/379-4451 F j �44p www.co.jefferson.wa.us/corpmdeelopment }i ;, /40 *49.30 Iv/Asnier 87N`I f J 11`y ,i �/o fcCo ne slack P�i2) 6 2005 f: Master Permit Application ..M " CC`t ?)L 16 Project Description(include separate sheets as necessary): A/ejj siizgfe &mist res41e,re 1 w/a/lached eye- Tax Parcel PropeR Number: 990 - /DO- D Size: e /2, 6/D // (wanes/square feet) Site Address and/or Directions to Property: `pIi65/� �•/iaro/per Lome, TOr-th'.eU/E'a) w� 7 3g Property Owner(s)of Record: Port Ltld�/e!u Ass0C,L12PS LLC Telephone: (3 o) 51.3 7-2/o -Fax: O)y3� 2$2 2 email: Mailing Address: 7D erea r za�! ,4rz' Lad/ow, a18 9B3Gs Applicant/Agent(if different from owner): NM Telephone: Fax: email: Mailing Address: What kind of Permit? (Check each box that applies) ElBuilding ❑Variance(Minor,Major or Reasonable Economic Use) ❑ Demolition Permit ❑ Conditional Use[C(a), C(d),or C]** lii'Single Fain' ❑ Discretionary"D"or Unnamed Use Classification V'Garage Attache. Detached ❑Special Use(Essential Public Facilities)** ❑ Manufactured Home ❑ Boundary Line Adjustment ❑ Modular ❑ Short Plat** ❑ Commercial* ❑ Binding Site Plan** ❑ Change of Use ❑ Long Plat** Bi ddress 13'Road Approach ❑ Planned Rural Residential Development(PRRD)/Amendrnents** ropane ❑ Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis ❑ Shoreline Master Program Exemption/Permit Revisions** ❑ Stormwater Management ❑ Shoreline Management Substantial Development'"`' ❑ Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Variance ❑Temporary Use ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑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 Date: 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 a and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any req r la r ins 'ons.Access and right of entry to this property shall be requested and shall occur only urin egular business hours. i' •, r Signature: t . , �� Date: _) 4/ S . 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"take'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 y e ` pliance with the Jefferson County development code.The Applicant acknowledges that he,s e or it holds individual and non-transfe le i •ift complying with the ESA. The Applicant has read this dsdaim anigns-and dates it below. 14. : Date: c- CC) G:\PemutCenter\FORMS\DRD FORMS\Master Pczuut Application 7-8-04.doc o/16/2005 16: 07 3603794451 JEFF CO DCD PAGE 05 (4/13/2005 10:44 FAX 380437252 PORT LUDLOW ASSOCIATES �t; rrrcmii kir..ilir" •�� v-- nib-49 OWNER BUILDQR STATEMENT The signer of this statement does hereby certify th re at they are the Owners of the parcel refen Ctors land that respvra irefthe*enenilOonlrsctortarthe�propcse�dprefeot: • " . r �l[dam -,,t Signature: lJate. s ,e:- 113. _ _..1! 'I MAY. 1 3_2"5 ,ref (3ENERALCONTWtCTOR OR MANUPACTURE a HOME INSTALLER: PHONE FAX: • 4,-t Ld4uj lis c es LLC (3bD) y3' :f? ', T,.-•,:c fq..)-,V.3 7-252 i MAILING AbDsiEse: re44eer faPIe r EMAIL: r is!•:'ri.z,!••_L{r;,&, 5•: , CoN1T1Ac7OR a LICENSE / 983415 WAIN NUMBER: �C1GTiL Rp p1..� / ! NUMER ArtcttTTec'T/ENGINEER: PIkt" #/S,dD /6aSe.3ae t, thy. PHONE ( ) FAX:( ) Wilma AnoR6ss: ` l eQa1� Sit 4 ,-/' Qs , EwrAIL Peet-'Type: • . . . ..q„Fes e-TjlpR: - ' 811thrnoms: •' 'Shoreline: -' Type of Sewage Disposal: V New le Wood Existing: 19- VSewer o Addition ❑ Steel Proposed: 3 Bank in Community System O Al63rallon/Remodel ❑ Concrete Total: 3' Heights ❑ Individual System ❑ Repair 0 Masonry SEP Permit# Bedrooms: Water 0 Demolition ❑ Other, Supply: Existing: _ Setback: 0 Private well d Two Party .11:of Heat: Proposed: VPubiic `fF Toraf: ` Name of System: OGt)5 I. U lbls ki a Cocri emlat Prefect you tot ell¢wer the followina: Number of Parking Spaces: Current Proposed:. Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Wig you have Food Service? Yes / No ll Otitis a Proven*Tank and/or Anpliaq p Inglpliatiofl permit.mark all items belgyr that°Pahl. ❑ UndergroUnd Tank Above ground Tank Size of Propane Tank: /20 . ❑ Heat Stove CI Cook Stove Cl Woodotove ❑ Fireplace Insert ❑ Hot Water Tank 0 ellet Stove ❑ Other Ja ttl it epoligucqJ29ino Installed in aaManufactured I Mobile Horne? Yes I No When applying for a permit to install*propane bank you must also submit a site plan showing all of the buildings,all property linos,tank location and slag;distances front the promo k to ail properly lines,bulltlinga anti*optic system'components, Inoludln• the reserve area. I� N o o •mm`�:a,euK+"ykrrgA9 .i Tfn,,.e.... rr ii � �,` yet. ,�� .,,. r .. ,�,r �E � 8 �nL G x ' �.a1,.I Main Floor :',.,.x , a " . 0 z' h;;•':Y : 1.t� _ ;'(: re ,.a' •••r:.a�y ":' '�1, ,V !1 If 2 Fl000r „B134;: •:_,> }jy :ri•;,•.:, :, . 1b1 +•.' ," • 3-, Floor —... id 1r `'r311?';�'•.al. - ,. -. .rss!.:,: r_„ ,��:;ti`�,.,�:,,..�;ti.>,�,•,�,�°��„vr.;�,.r::. Mezzanine: "'r.. 41Pliitj< r r:: . yr: .; r' A'•Y .1 ',,;, Basement I+•"\: .:J': �7�,71��.�YY••��,,,��',��Ijs���j�jurJ�� •°k,'(5!...);•.�!1yr 0..).r. .37.i,, J "'• c .•,15 t�j{ Heated ® . .� i-IS •V: : N'iT. 41:, 1"' %. •:;CO'4r.. i7/Q h .r lt; . _ _ ����.{+.,xiu•S�' .'ter.J�.�44 ^';�"CT A+ I. ,, 1.« I::+i� n:1a:"p.C;; •''C p�;r„n�r'\ '1` l�cu.:..'C6Vh-A:_.1 .l', Unheated Basement `j 7' $.., ,: :}'AZ i _ .: _•. .,,,T.., ��;1n r,T',Y.,. 'ph:.'y�,;1'r,,,:;.-1 ,eYt 90 ic 41,, :t. Other Unheated „r �•�;r;` sn �. ,' ' .. - - • 15," ' ' .; .:• a A.h� i".P.4 { b!-•.o ','1 i, K III :. A 5 ' '1' ' r -a; >,,r �;+-+:'c +,•^'''Oi.:':'.w' , `: i pe�'' a f IJ>k•, �. Ly.0•-:,�'A:]rya.ar' ....0 i. 'n.N"},'0~.fr lFF4YF.Yy'. Garage/Carport :fi.l I : t;;:3:,.„ .•f'1; .• �TLO ,- ''; ill !9• ,,,v. y. _ „sn._.r4.t.Vi 'r r'Y.;rr«: (p; �` !. 1.rn••A,'R t . .: ;... • /s3 .. • , ...+ :;.y„ �j,t.�st it •t';:`'� air ' ',&,., = >,-°'Y> ,,r . ''1 ;. Other i'?T(.i.1' g 'rl:!.0 i . {L,t: :'r,!'.:,'7�.{�✓S,.W++:, ., Y. 1 � (��;A�n'-�T' yi7 1.,4 �'_ ,y-} ,.1..,.�.�9.::,..:, r rq ESTIMATED C T(REQUIRED) - �A"w-w , x i:--4,.._._._i Li---- •Pdrrmarketvalueofettlaborend - ' • 'lrfl'. "-- ,iE "'`r f" p,:. ;4'.;;n+V+ `•: .. r� �,yy Q .:: r.v *yv: 2 I� .OU �l g g 1 i lJ0•t ... •r _ •: :'• :,:xi-�.:pr`;�,ey +.:,.. Ki: ''., V� GAPeunirC nocr\FORMS\0RD FORMS\Master Prunit Applica ion 7-8-04.doc UUUUUU i/,B-Gy • OWNER BUILDER STATEMENT • The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that theywItiserssumingTe respocsiINl;ty ihe-General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: Fax: /ort 1id4to 40Dclates LLC / (360 ) '/3?-.2/O/ (No ) V3I-25ZZ MAILING ADDRESS: 7O �l?adder Lane .D�7A.zat/4� toe EMAIL: CONTRACTORS LICENSE !� 9834,5 WAINS NUMBER: A i 7L14 8 999 NUMBER ARCHITECT/ENGINEER: /yao 7r--/830 tv/e5asen2et, -/c✓. 25 PHONE ( ) FAX:( ) MAILING ADDRESS: () /x,Coale- S-It 'he) EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Ty pe of Sewage Disposal: V New Ii"Wood Existing: -6- tr'Sewer O Addition ❑ Steel Proposed: 3 Bank D Community System 0 Alteration/Remodel 0 Concrete Total: 3 Height: 0 Individual System 0 Repair ❑ Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: Y 7- g'Public -~----- C/cc• G/9F Total: y Name of System:.OW S, r, If this is a Commercial Project you must answer the following: I J U N ` { 6 2005 �L 1 r Number of Parking Spaces: Current- Proposed: Number of ADA Parking Spaces: ..-.__ Number of occupants(includes owners,tenants,employees,etc) Current Proposed _"— -�•-------- IBC Occupancy: IBC Type of construction: Will you hake Food Service? Yes / No If this Is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: - -i ❑ Underground Tank IVAbove ground Tank Size of Propane Tank: /20,,,,e. ❑ Heat Stove ❑ Cook Stove 0 Woodstove ❑ Fireplace Insert I] Hot Water Tank 0 Pellet Stove ❑ Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to Install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage ". r t r 4. - . 3i,� i Current Proposed .r � -� a r 1� *1 Main Floor p A 41 wi � ����4x�' . „� , fy f�U / atr KC , ear #r „.:;i N- ,,,.;4Exr3ia ut p., r+� 2 Floor "Is l"!Fa ^(*:,j 9 fiT;rr� � �. � Y +u� y.T a q. + + sum. +:+ K c 'e�,�g.sy tZ4,�- 3. f M{ ��.e j`,i�� i,?, �' f "4ti4t,• S r��'e.3'r 3'�Floor , '`r5' �mc L� �Y � n d. '` 6 0 io I f P ah"P''Tr, "'�' ,..0 -t'?�n` Gam+-', ' Mezzanine: rs 4',4i'Jt ?. tl I a ry7� Y r a r r1. + • R n >�v a� i4 rye' M w a ,r• i` ,I ' ' r,a :` . �� c' ' Heated Basement � �1..-- -,u y� "",5 1,,,1 F *� L �w / 2 •3 4 o �,§§ t a I .Y a x:tt y . / 6 N ,5 i ti.L a. ";1P 'nn• '‘. r r 3.a_- 0t f+t0L- .t is e �+ `SA:•+�rrT Nrg'.•• si Unheated Basement :. . * F 4 <! 4 y. ---- k•-,,,ea-AitZ,Wkr,i7. 31.7.-1"\z' ,.,A,Lare , .h., - .-i !;,.17: V.-- 4U.--z,0.wai ei-vvelf",..,,,r4-1.v.in Other Unheated n ' ,,Ff� � �kt , - • rows• s �, µ Y.,.: : ". s'=`s:.� ,-� rr..Y+.. ..—• S.i x` k `S.F# .�il ,,� �.XS"s�+ "''op-,',"S. Garage/Carport s�.�;a' ?^c F 1--,,Li)".?: .,y �,f, A '�r vr- ��y �� r"T'` r tt 7' F.�itr + 6/Z '_ , :4 �, _ .b �, � '¢y - ' t- , � .. -d �... t .,l, 5 c. r`: c..r �" fl .J'F"r F .�. ._ �a3#: # Decks -4.'a k i rta:,'4. *'� sH i i—,, ,.,.. r YF,' ", '�,1 , �a-3, � `r a /53 Other — r A. �Y es a� -t sr `kr i ''q _ o s. `3'G,r�'t.-- .'."4'c�w�. 8''K�!T *"ye4.' '' iitteiy h{ `U J�C{..,, „ici y in Y.�:'4. �Y. ESTIMATED COST(REQUIRED)) ��� � ;t�Y�.4T4 ... .r4 �` •�i�s'Re�r aa'�`°'�.'F �*: :.Fair market value of all labor and materials foundation to finish Y t `e " i *,t�`,t,.0• / , •V .ry.. k...1.:;',0 i.w./_ 4..• 4r... 4, w' "IX-'W,,I;q ¢yy�.'' .ZK�Ct•y. G:\PernitCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc EROSION CONTROL NOTES AND SEDIMENTATION THE FOLLOWING EROSION A IM NTATION 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 BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED BY THE COUNTY. 2. THE IMPLEMENTATION 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 OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS CO MPLETED AND APPROVED TH BY THE COUNTY AND E SITE IS STABILIZED. 3. PRIOR TO BEGINNING ANY WORK ON THE PROJECT SITE, A PRE- CONSTRUCTIONH L AND SHALL BE ATTENDED CONFERENCE MUST BE HELD, THE GENERAL CONTRACTOR, THE BUILDING INSPECTOR, REPRESENTATIVES FROM AFFECTED UTILITIES, AND A REPRESENTATIVE OF THE COUNTY. 4. ANY ROCKED CONSTRUCTION ENTRANCES SHOWN ON THIS PLAN SHALL B INSTALLED PRIOR TO BEGINNING CONSTRUCTION. IN ADDMON, EQUIPMENT FOR THE CLEANING OF PUBLIC ROADWAYS SHALL BE AVAILABLE AT ALL TIMES DURING CONSTRUCTION. 5. THECONTROL FACILITIES SHOW N ON THIS SEDIMENTATION EROSION AND SEDIMENT FOR THE R ADEQUATE BASIC REQUIREMENTS P AN ARE TO BE CONSIDERED UAIE D Q L 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 BAST 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 MANUA FOR THE PUGET SOUND BASIN. FINISH FLOOR SIDING / 111/2" z 0 z^ 11/z X 51/2" FINISH GRADE z to o � z CRAWL SPACE! 291 FOOTING DRAIN - 4" PERFORATED PIPE AROUND ENTIRE PERIMETER, WITH WASHED ROCK BACKFILL DRAIN TO INFILTRATION TRENCH CATCH BASIN TYPICAL BUILDING/GRADE RELATIOP 5' X 2" X 2" POSTS INSERTED 2 FEET INTO GROUND FILTER FABRIC PERIMETER AN: WIRE MES :.. POSITION FIL' NOTE: 81, OVER ENTIRE SILT INTERCEPT SWALE MAY BE SUBSTITUTED FOR SILT FENCE Ly" WITH NATIVE WHERE APPROPRIATE. STRAW BALES AS REQUIRED or = NAVD88 NGS " XIA" SILT FENCE c �OP9 °� P E�\S(\NO gs PLO '��pLi °PFS �Foti �Fo n�,4 0 0,, R= 25' MIN: 12" MIN. 4" - 8" QUARRY SPALLS PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA NO SCALE 0• M PS 1 T.S. CE STAKE BALES TO MAINJEAN POSITION AS REQUIRED (2 STAKES / BALE ) WIN I 1'-O" MIN. FREEBOARD NO SCALE STRAW BALE SW AL + 4 (USE AS REQUIRED) J STABILIZATION NOTE , STABILIZATION NOTES (CONT'D j CONTROL MEASURE: STAISILIZED CONSTRUCTION ENTRANCE. CONTROL MEASURE: TEM¢¢OR kRY EROSION CONTROL SEEDING. (SEE ALSO PURPOSE: REDUCES THE AMOUNT OF DEBRIS TRANSPORTED ONTO PUBLIC ROADS FROM TOPSOILP G, SURFACE ROUGHENING, MULCHING, PLASTIC CONSTRUCTION EQUIPMENT BY ACTION OF VE ICLE TIRES TRAVELING OVER GRAVEL PAD SHEfPNG AND NETS AND MATS). REMOVING MOST MUD AND DEBRIS FROM TIRES. ! PURPOSE: REDUCES EROSION AND SEDI ENT TON BY TEMPORARILY STABILIZING EXPOSED DESIGN CRITERIA/SPECIFICATIONS: SOILS FOR UP TO 1 YEAR. DESIGN: (1 SEE DETAIL 2-C-1, (2 S'ABILZED CONSTRUCTION ENTRANCES DESIGN CRITERIA/SPECIFICATIONS: (1) E: EE ING CAN BE DONE DURING THE PERIOD OF SHOULD BE LOCATED WHEREVER VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS; (3) MARCH 1 THROUGH SEPTEMBER 30 (IF PLANE BETWEEN MAY 15 AND AUGUST 15 IRRIGATION LL, MATERIAL SHOULD BE QUARRY SPAS, '4" 8" !SIZE; (4) THE ROCK PAD SHOULD BE AT EAST MAY BE REQUIRED). SEEDING CAN SOMETIMES ALSO BE DONE SUCCESSFULLY DURING THE 12-INCHES THICK AND 100 FEET IN LENGTH.` LENGTH MAY BE REDUCED TO 50-FEET FOR SITES REMAINDER OF THE YEAR, OCTOBER 1 THRbUG I FEBRUARY 29, PROVIDED THAT THE SEED BED WITH MINOR GRADING (LESS THAN 1 ACRE 01 EXPOSED SOIL);' (5) WIDTH SHOULD BE THE FULL IS IMMEDIATELY STABILIZED BY MULCHlWG,t[NET'MATS OR PLASTIC SHEETING; (2) SITE - R RUNOFF CONTROL MEASURES 0 FEET. THE INSTALLATIIN 0 SURFACE U WIDTH OF THE VEHICLE INGRESS AND ECRES AREA. MINIMUM WIDTH SHOULD BE 2 , PREPARATION, INCLUDING E ADDITIONAL SUBGRADE STABILIZATION SUCH S A GEOTEX11LE MAT MAY BE REQUIRED. SHOULD BE COMPLETED PRIOR TO SEEDINd T iE SEED BED SHOULD BE FIRM BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE. J;SUR rACE ROUGHENING SHOULD BE DONE AT RIGHT PROCEDURE: (1) A FILTER FABRIC FENCE HOULD BE INSTALLED DOWNHILL FROM THE ANGLES TO THE SLOPE AND PREFERABLYITRA WALKED UP SLOPE TRACK WALKING IS CONSTRUCTION ENTRANCE TO INTERCEPT AN CONTAIN ANY SEDIMENT -LADEN RUNOFF FROM DRIVING A CRAWLER TRACTOR UP AND DOWN IHE SLOPE, LEAVING A PATTERN OF CLEAT THE ENTRANCE OR FROM TIRE WASHING; (2 IF THE ROCK PAD DOES NOT ADEQUATELY IMPRINTS PARALLEL TO THE SLOPE CONTOURS; (3) HYDROSEEDING APPLICATIONS WITH REMOVE THE MUD FROM VEHICLE WHEELS, E WHEELS SHOULD BE HOSED OFF BEFORE THE APPROVED SEED-MULCH-FERTIUZER MIXTURES MAY ALSO BE USED; (4) SOIL VEHICLE ENTERS A PAVED STREET. THE WA ING SHOULD BE DONE ON AN AREA COVERED AMENDMENTS/FERTILIZERS SHOULD BE APPLIED AS RECOMMENDED BY SUPPLIERS. WHEN WITH CRUSHED ROCK AND WAS WATER SHOU D DRAIN TO A SEDIMENT RETENTION FACILITY; SEEDING OVER SUBSOIL (WITHOUT TOPSOIL')f AVOID OVER -FERTILIZING, ESPECIALLY NEAR (3) STREET CLEANING EQUIPMENT SHOULD E AVAILABLE AS REQUIRED. AQUATIC FEATURES. INSTEAD, USE MULCH, TO ASSIST IN NOURISHING SOIL. PROJECT SITES i - H FERTILIZER; APPLY AN ADJACENT TO BODIES OF WATER MUST U5d N PHOSP ORUS(5) MAINTENANCE: (1) ENTRANCES MAY REQ RE PERIODIC TOP DRESSING WITH 2-INCH STONE, APPROPRIATE SEED MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS. PER ACRE. _.. MP AR EROSION CONTROL SEED MIXTURE. ONTO PUBLIC ROADWAYS; 2 IF GIVES RECOMMENDED lE OR TRACKING OR OW OF MUD 0 0 TABLE 3 2 NECESSARY TO PREVENT TR ( ) AS ECE A BE CLEANED 1 INSPECT SEEDED AREA ! FOR FAILURE AND MAKE NECESSARY REPAIRS I TRANSPORTED ONTO A ROAD S RFACE THE ROADS SHALL MAINTENANCE: SEDIMENT S TR ( ) THOROUGHLY AS A MINIMUM AT THE END OF, EACH DAY. SEDIMENT SHOULD BE REMOVED AND RESEED IMMEDIATELY; (2) SEED SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. FROM ROADS BY SHOVELING OR SWEEPING.'STREET WASHING SHOULD TAKE PLACE ONLY SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON A SHOULD BE CONTROLLED TO PREVENT RUNOFF. ANY ROCK SPALLS THAT WATER APPLICATION RATES SHO AFTER SEDIMENT HAS BEEN REMOVED AS DESCRIBED ABOVE; (3) ADVERSE SITES. ARE LOOSENED FROM THE PAD AND END UP ONITHE ROADWAY SHALL BE REMOVED INSUFFICIENT AMOUNTS OF WATER MAY BE'MOR,E HARMFUL THAN NO WATER. IMMEDIATELY. CONTROL MEASURE: PLASTID SHEETING CONTROL MEASURE: CONSIRUCTION ROAD STABILIZATION. PURPOSE: TEMPORARILY STABILIZES ROADS, PARKING AREAS, AND ON -SITE TRANSPORTATION PURPOSE: PROVIDES IMMEDIATE TEMPORARYEROSIONPROTECTION TO SLOPES AND ROUTES WITH STONE IMMEDIATELY AFTER GR DING, REDUCES EROSION CAUSED BY DISTURBED AREAS THAT CANNOT BE COVERED BY MULCHING. ALSO, PROTECTS DISTURBED RCONSTRUCTION TRAFFIC OR RUNOFF. AREAS WHICH REQUIRE COVERING DURING!PERIIDDS OF INACTIVITY IN WINTER MONTHS. PLASTIC SHEETING IS THE PREFERRED COVERING FOR SEED BEDS PLANTED DURING WINTER DESIGN CRITERIA/SPECIFICATIONS: MONTHS, IN THAT IT NOT ONLY PROTECT !AGAINST HEAVY RAINS BUT ALSO PROVIDES WARMTH AND LIGHT TO PROMOTE GERMINATION AND''1 GR WTH OF SEEDS. DESIGN: (1) PROVIDE ROCK STABIUZATI WHEREVER THERE IS THE POTENTIAL FOR DESIGN CRITERIA/SPECIFICATIONS: (1) j PLASTIC SHEETING SHOULD HAVE A MINIMUM EROSION OF TEMPORARY CONSTRUCTION ROU S CONSTRUCTION 1DURING WET THICKNESS OF 6 MIL AND MEET THE REQUIRE ENTS OF WSDOT/APWA SECTION 9-14.5; (2) WEATHER; (2) ROCK STABILIZATION MAY B UNNECESSARY CESSARY WHERE SOILS OILS ON SITE ARE COVERING SHOULD BE INSTALLED AND MAINTAI IED TIGHTLY IN PLACE BY USING SANDBAGS GRAVELLY; (3) A 6-INCH DEPTH OF 2" 4" CRUSHED ROCK, GRAVEL BASE, OR CRUSHED OR TIRES ON ROPES WITH A MAXIMUM 10' F00 GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SURFACING BASE COURSE SHALL BE APPLIE1 IMMEDIATELY AFTER GRADING OR THE SHALL BE TAPED OR WEIGHTED DOWN FULL 'LE GTH AND THERE SHOULD BE AT LEAST A 10 - ASPHALTION A UTILITY INSTALLATION WITHIN THE RIGHT-OF-WAY. T WAY. A 3-INCH COURSE OF 24-INCH OVERLAP OF ALL SEAMS. SEAMS OULD THEN BE ROLLED AND STAKED OR TIED; ASPHALT TREATED BASE (ATM) MAY BE� US INSTEAD OF THE CRUSHED ROCK. (3) COVERING SHOULD BE INSTALLED IMMEDIATELY ON AREAS SEEDED DURING WINTER PROCEEDURE: (1) WHERE FEASIBLE, ALTERNATIVE ROUTES SHOULD BE MADE FOR MONTHS, AND REMOVED AS SOON AS POSSIBLI^ ONCE VEGETATION IS WELL GROWN TO CONSTRUCTION TRAFFIC; ONE FOR USE IN D Y CONDITION, THE OTHER FOR WET CONDITIONS PREVENT BURNING THE VEGETATION THROUGH PLASTIC SHEETING, WHICH ACTS AS A GREENHOUSE; (4) WHEN COVERING IS USEDb ON UNSEEDED SLOPES, IT SHOULD BE LEFT IN WHICH INCORPORATES THE MEASURE LISTED ELOW; (2) TEMPORARY ROADS SHOULD FOLLOW THE CONTOUR OF THE NATURAL TE AIN TO THE EXTENT POSSIBLE. SLOPE SHOULD PLACE UNTIL THE NEXT SEEDING PERIOD;.' (5 PLASTIC COVERING SHEETS SHOULD BE BURIED R NOT EXCEED 15 PERCENT. ROADWAYS SHOU D BE CAREFULLY GRADED TO DRAIN TWO FEET AT THE TOP OF SLOPES IN OR FIR 0 PREVENT SURFACE WATER FLOW BENEATH TRANSVERSELY. PROVIDE DRAINAGE SWALES ON EACH SIDE OF THE ROADWAY IN THE CASE SHEETS. � 1 OF A CROWNED SECTION, OR ONE SIDE IN n E CASE OF A SUPER ELEVATED SECTION. (3) MAINTENANCE: PLASTIC COVERING MUS BE CHECKED OFTEN FOR RIPS AND PLACES WHERE INSTALLED INLETS SHALL BE PROTECTED TO IREVENT SEDIMENT LADEN RUNOFF FROM THE PLASTIC MAY BE DISLODGED. CONT 7 E ETWEEN THE PLASTIC AND THE GROUND SHOULD ENTERING THE STORM SYSTEM (SEE BMP'S 0 4 FILTER INLET BARRIERS). ALWAYS BE MAINTAINED. ANY AIR BUBBI IS UND SHOULD BE REMOVED IMMEDIATELY OR MAINTENANCE: INSPECT STABILIZED AREAS REGULARLY, ESPECIALLY AFTER LARGE STORM THE PLASTIC MAY RIP DURING THE NEXT D PERIOD. RE -ANCHOR OR REPLACE AS EVENTS. ADD CRUSHED ROCK IF NECESSAR AND RE -STABILIZE ANY AREAS FOUND TO BE NECESSARY. I ERODING" "-SEE TABLE 3-2, THIS SHEET CONTROL MEASURE: DUST CONTROL.41 III PURPOSE: PREVENTS SURFACE AND AIR M VEMENT OF DUST FROM EXPOSED SOIL SURFACES. DESIGN CRITERIA/SPECIFICATIONS: (1) MINI IZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND 0 ER TEMPORARY STABILIZATION PRACTICES. (SEE BARE GROUND BMP'S) (2) SITE SHOULD BE PRINKLED WITH WATER UNTIL SURFACE IS WET. REPEAT AS NEEDED. TO PREVENT CARRYOU OF MUD ONTO STREET, REFER TO STABILIZED CONSTRUCTION ENTRANCE BMP IN THIS SECT ON. (3) SPRAY EXPOSED SOIL AREAS WITH AN APPROPRIATE DUST PALLIATIVE. NOTE: ! OIL S PROHIBITED FOR USE AS A PALLIATIVE. I 4 r'sr II I. CONTROL MEASURE: LIMIT' LEARING OF SITE. PURPOSE: REDUCES LIKELIHOOD OF, ORE TENT OF, TURBIDITY IN DOWNSTREAM bl STORMV'ATER BY MINIMIZING THE SOURCE OF SILT PICKED UP ON SURFACE RUNOFF. DESIGN CRITERIA/SPECIFICATIONS: CLEARIN SHOULD BE LIMITED TO THE MINIMUM AREA i ❑ ❑ NECESSARY TO PERFORM WORK AND IMMEDIATELY REVEGETATE CLEARED AREAS. WHEN l I DS - POSSIBLE, CONSTRUCTION SHOULD BE PLANN D IN STAGES, AND ONLY THE STAGE BEING WORKED ON SHOULD BE CLEARED. ONCE WORK IS COMPLETED, A GIVEN STAGE OF CONSTRUCTION SHOULD BE IMMEDIATELY REV EGETATED OR OTHERWISE STABILIZED. A� CONTROL MEASURE: COVER AREAS LEFT UNWORKED FOR MORE THAN 48 HOURS."_ l T (SEE ALSO MULCHING, SODDING, PLASTIC SHEETING BMP'S). N1 Vw PURPOSE: MINIMIZE THE AREA EXPOSED RAINFALL AND SURFACE RUNOFF, THEREBY iira S 1, REDUCING THE AMOUNT OF EROSION OF BAR GROUND AND THE AMOUNT OF SEDIMENT THAT 4i r 2 i>, MIGHT COLLECT IN SEDIMENTATION CONTROL; TRUCTURES, SUCH AS SEDIMENT PONDS OR SILT 1 ' 'L FENCES. DESIGN CRITERIA/SPECIFICATIONS: DURING THE TIME PERIOD OF OCTOBER 1 THROUGH APRIL k fjl 1 30, AND AT OTHER TIMES OF THE YEAR WH N THERE ARE EXTENDED PERIODS OF INCLEMENT D WEATHER, ALL PROJECT -DISTURBED SOIL AR AS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN 48 HOURS SHOULD BE COVERED BY M LCH, SODDING, OR PLASTIC COVERING. THIS PROCEDURE IS BASED ON THE INCREASED P TENTIAL FOR, AND CONSEQUENCES OF, FAILURE OF EROSION AND SEDIMENTATION CONTROL STRUCTURES DURING THIS PERIOD OF HIGH P / PRECIPITATION AND THE ASSUMPTION THAT AREAS NOT BEING WORKED ARE LIKELY TO BE r. W 2562 LEFT UNATTENDED. O_ 'I' 4 CONTROL MEASURE: MUL ING, (SEE ALSO NETS AND MATS).;; 2.00 PURPOSE: MULCHING PROVIDES IMMEDIATE TEMPORARY PROTECTION TO EXPOSED AREAS AND ALLOWS GERMINATION AND PROTECTION OF SEEDED AREAS BY CONSERVING MOISTURE, g ;3 MODERATING SOIL TEMPERATURES, AND HOLC ING FERTILIZER, SEED AND TOPSOIL IN PLACE. N; DESIGN CRITERIA/SPECIFICATIONS: I 'I DESIGN: (1) PREPARE SOIL AS FOR SEEDI G; (2) FOR APPLICATION RATES AND SPECIFICATIONS, SEE TABLE 3-1"; (3) NETS AND MATS USED IN CONJUNCTION WITH MULCH SHOULD BE USED ON SLOPES STEEPER THA 2:1; (4) WOOD FIBER CELLULOSE BLANKET ARE\ K' CONSIDERED PROTECTIVE MULCHES AND CAN BE USED ALONE ON ERODIBLE SOILS AND DURING ALL TIMES OF THE YEAR. MATERIALS: (1) HAY OR STRAW: USE S' RAW WHERE MULCH EFFECT IS TO BE MAINTAINED xa a til FOR MORE THAN 3 MONTHS. HAY AND STRAW ARE SUBJECT TO WIND BLOWING UNLESS KEPT T , TYP 30 OB (1) ° MOIST OR TIED DOWN. THEY ARE THE MOS COMMON AND WIDELY USED MULCHING _ 2 /0 MATERIAL; GOOD FOR EROSION CONTROL IN RIT1CAL AREAS. ANCHOR BY CRIMPING, DISCING, ROLLING OR PUNCHING INTO SOIL, COVERING WITH NETTING, SPRAYING WITH A CHEMICAL FIBER BINDER OR BY KEEPING MOIST; I (2), WOOD FIBER CELLULOSE (PARTLY -DIGESTED WOOD wI S FIBERS): WHEN USED FOR EROSION CONTROL ON CRITICAL AREAS, THE APPLICATION RATE SHOULD BE DOUBLED, APPLY WITH HYDROM LCHER. NO TIE DOWN IS REQUIRED. PACKAGED - IN 100-1.8 BAGS. NOT RECOMMENDED FOR AIGHLY 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: �n w SHREDDED INTO 4" - 6" LENGTHS, DECOMPOSES SLOWLY AND RESISTS WINDBLOW; (5) WOOD , PK ❑ CHIPS: CANNOT BE CLOSELY MOWED. DECOI POSE SLOWLY AND DO NOT REQUIRE TACKING. cT DOES NOT PROVIDE NITROGEN TO SEEDS UNt ESS TREATED. TENDS TO WASH DOWN SLOPES r es'E 4? STEEPER THAN 6%; (6) BARK CHIPS/SHREDDED BARK: CANNOT BE CLOSELY MOWED. y x. 1 ADDITIONAL NITROGEN FOR SEEDS NOT REQU RED. (ENDS TO WASH DOWN SLOPES STEEPER I`�'� ss THAN 6%. AVOID TILLING BARK OR SAWDUS INTO SOIL, AS IT TENDS TO REMOVE NITROGEN r a As RegUiEgd \ FROM SOIL, RELEASING IT ONLY WHEN IT DE PROCEDURES: (1) MULCHES SHOULD BE SEEDING; (2) MULCHING SHOULD IMMEDI STEEPER THAN 2:1; (3) MULCHES SHOO SEEDED BECAUSE OF THE SEASON; (4) (INCLUDING STOCKPILES WHICH ARE NOT FINAL GAYS. \ USED FOLLOWING TEMPORARY OR PERMANENT TELY FOLLOW SEEDING IN AREAS WITH SLOPES D BE USED IN CLEARED AREAS THAT CANNOT BE MULCHES SHOULD BE USED ON EXPOSED SOILS GRADED WITHIN 15 DAYS) UNLESS COVERED S; N. r Y,. ' ! H� He M (1) Oil, Grease & SediTnent Inse Replace as requir d. Plan WITH PLASTIC SHEETING. I MAINTENANCE: MULCHED AREAS FOLLOWING SEVERE STORMS,',WHE SHOULD BE CHECKED PERIODICALLY, ESPECIALLY DAMAGED AREAS OF MULCH OR TIE -DOWN MATERIAL I A HIC SCALE SHOULD BE REPAIRED. 10 0 5 10 20 40 **-SEE TABLE 3-1 THIS SHEET IN FEET ) REVISED - OCTOBER 31, 2005 CAH lit 1 ch = 10 ft. 25510-064 J e TABLE 3-1 MULCH MATERIAL, APPLICATION RATES AND SPECIFICATIONS MULCH MATERIAL QUAULTY I APPLICATION APPLICATION RATES DEPTH OF STANDARDS RATES PER ACRE APPLICATION PER 1000 SQ FT GRAVEL, WASHED: 3/4' 9 CU YDS 400 CU YDS. 3" CRUSHED STONE 1-1/2" SIZE OR SLAG HAY OR STRAW AIR-DRIED, FREE 75-100 LESS., 1.5 - 2.5 TONS LIGHTLYiCOVER FROM UNDESIRA LE 2-3 BALES (90-100 BALES) ENTIRE SURFACE SEED & COARSE (MIN. 2") MATERIAL WOOD FIBER DYED GREEN. 25-30 LESS. 1000-1500 LESS. 2" CELLULOSE NO GROWTH ORGANISM INHIBITING FACT RS TABLE 3-2 TEMPORARY ERO�ION CONTROL SEED MIXTURE NAME PROP TIONS BY PERCENT PERCENT WEIGH PURITY GERMINATION REDTOP (AGROSTIS ALBE) 10% 92X 90% A R LODUM ANNUAL YE ( 4 O% 9 8% 90X MULTIFODUM) CHEWINGS FESCUE (FESTUCA 40% 97% BOX REBRA COMMUTATA) JAMESTOWN, BANNER, SHADDOW OR KOKET WHITE DUTCH CLOVER 1U% 95% 90% (TRIFOLIUM) - Legen' I PROPOSE CULVERT - SURFACE DRAINAGE DS DOWN S OUTS TO CATCH BASIN IN " DIA., PVC PIPE ❑ ❑ SILT FEN SEE DETAIL C STRAW BALES. SEE DETAIL e C CLEARING LIMITS ASPHALT SURFACE 71 CONCRE SURFACE S$ PROPOSED SANITARY SEWER LINE W PROPOSED WATER LINE © PROPOSE 120 GAL. PROPANE TANK 173.591 N79025'40"W Mfg. Co., Pr Equal) ! i I !I -�� _ EXPIRES: JUNE 7, 2006 FEW L ' YARD DRAINS TO BE CONSTRUCTED FROM CONCRETE PIPE, IN ACCORDANCE WITH ASTM C 14 UNLESS OTHERWISE SHOWN ON THE PLANS OR NOTED IN THE SPECIFICATIONS. CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE PLAN VIEW DIAMETER PLUS YARD DRAIN WAIL THICKNESS. 4 CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE FLUSH WITH INSIDE OF THE YARD DRAIN WALL. FINISHED GRADE m- CAST IRON BELL GRAZE. FITS INTO BELL UALELSS AND EMENDS FLUSH WITH FE OF BELL THE GRATEHAVE SLOTS _ JL (HOLES) THAT�CONSTITUTE 50 PERCENT OPEN OPEN AREA FORDRAINAGE 71 INLET BELL SURFACE SHALL BE FINISHED TO ASSURE NON -ROCKING � : _ Q : - .FIT WITH ANY COVER POSITION. - WASHED DRAIN ROCK. 8 INCHES MINIMUM DEPTH. N 11 - T - VARIES 12 INCHES OR 18 INCHES. O II i SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR MULTIPLE PIPE CONNECTIONS. YARD DRAIN IS NOT PERMITTED WITHIN THE RIGHT—OF—WAY. 5 ELEVATION VIEW 5 YARD DRAIN CONNECTIONS •� N.T.S. EMERGENCY CONTACT PERSON JEFF EVANGER PHONE: 1-360-437-2101 1 S79'25'40'�t J 1I 13,381 scift 0.31 acres 1 — ❑ I CLEARED AREA 13,381 SQ. FT, IMPERVIOUS AREA. = 3,180 SQ. FT. pXWSED SI E� SA / dated 1 I I, l�5 Has been APPRO�D`� by7EFFERS CO DFPT. OF C I E LOP ENT SIGNATU 100 CLIENT J Infiltration/Dispersal Trench C 2 25 LF 0 =1111p, I I d 1 � 1 � I Cs MacLearnsberry Engineering, P.S4 Port Ludlow Associates Civil Engineers o Planners Stormwater Site Plan (SWPPP) 159 Watt Way a Lot 64 Rainier Lane y y NE BauLlTrid�e Island, WA 98110 � phone: (206) 842-5514 facsimile: (206) 780-2408 DRAWN BY CAH DATE April 22, 2005 10B NQ 25510 1 3 CHECKED BY MCM SCALE 1"=1O' SHEET I OF 1