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Permit D04-016 - DOAK HOMES - LOT 11 NEW SINGLE FAMILY RESIDENCE
DOAK HOMES, LOT 11 12222 45 AV S D04 -016 • • • ZQ 00 • N0: W=. J i 0; g J, u.?. N _ C21!, W. • _' Z Z 2 W uJ,. - Z: U- O. Z t { City of Tukwila race Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 0179000720 Permit Number: D04 -016 Address: 12222 45"S TUKW Issue Date: 05/21/2004 Suite No: Permit Expires On: 11/17/2004 Tenant: Name: DOAK HOMES, INC. - LOT 11 Address: 12222 45 AV S, TUKWILA WA Owner: Name: WALKER JOHN A Address: 21721 SE 259TH ST, MAPLE VALLEY WA Contact Person: Name: DARRYL DOAK Address: 11812 26 AV SW, BURIEN WA Contractor: Name: DOAK HOMES INC. Address: 11917 4TH AVENUE S.W., SEATTLE, WA Contractor License No. DOAKHI *092NZ Phone: Phone: 206 372 -2280 Phone: 206 246 -6587 Expiration Date: 08/08/2005 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1699 S.F. SINGLE FAMILY RESIDENCE WITH ATTACHED 416 S.F. GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCL. INFILTRATION WITH OVERFLOW TO DRAINAGE SYSTEM WITHIN 56TH AVE. S., SAN. SIDE SEWER, PERM WATER METER INCL. SERVICE LINE, DRIVEWAY ACCESS, AND UNDERGROUNDING OF POWER. SEE D04 -014 (LOT10) FOR EXTENSION OF PUBLIC STORM DRAINAGE SYSTEM. Value of Construction: $167,096.40 Type of Fire Protection: N/A Type of Construction: VN Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: N N N Y N N Y N Y Y N Fees Collected: $19,643.31 Uniform Building Code Edition: 1997 Occupancy per UBC: 7 Number: 0 Start Time: Volumes: Cut 20 c.y. Start Time: Private: Profit: N Private: Size (Inches): 0 End Time: Fill 50 c.y. End Time: Public: Non - Profit. N Public: doc: Devperm D04 -016 Printed: 05 -21 -2004 Z ice, w 00 ND J = co) u- w J wa CO)� V �. w Z �. �O z H w � o O N: O F- w w. U LL ~O .. W C Z Z ,1H'1 w c lt of Tukwila Y Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Water Meter: Y ** Continued Next Page ** z W W QQ �� J U' U 0 MCI W =' J � co W O }r J U- <i N D Z Cl; N UJ Z �. 1— O; W ~. O � H W W I— U u- OO LLJ Z U co); O Z. Q , City of Tukwila Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z Z �w 62, J U: UO. Cl) O. CO LLII J = H CO LL' w0 U - = w ~_ HO Z i— U� O C, o � w w. LL 0 O W CO Z The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating const u4ion or the performance of work. I am authorized to sign and obtain this development permit. Sig Date: = 2 1—e9 Y Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. t doc: Devperm D04 -016 Printed: 05 -21 -2004 Cit y of Tukwila 1909 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0179000720 Address: 12222 45 AV S TUKW Suite No: Tenant: DOAK HOMES, INC. - LOT 11 Permit Number: Status: Applied Date: Issue Date: D04 -016 ISSUED 01/20/2004 05/21/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206 -835- 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 11: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 12: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 13: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 14: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 15: Any material spilled onto any street shall be cleaned up immediately. 16: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 17: A bond in the amount of 150% x cost of work within the public right -of -way, made out to the City of Tukwila for doc: Conditions D04 -016 Printed: 05 -21 -2004 z Z �w D 00 U) C0 LL w UQ co = �w Z 1_ O z E_ W LIJ Do U ON 0 F- wW "-- O - -z W CO O z +4LP.. rti' >. . �',. V•;H.' t (y.. ,z ' ::t' e �.J .: a' s .:.4a y�A'MG. "f l 'l,K 3�pi3it::.ttia: .xA?Zy." +@ia. f'+.3. �.. ' 6' •�., n 1, .:�' ( 7 'AifJ4Fa.r face City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 possible property damages caused by activities. 18: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 19: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 20: The Land Altering Permit Fee is based upon an estimated 20 cubic yards of cut and 50 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 21: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Overflow shall be connected to a new storm drainage system, to be installed within 45th Ave. South. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 22: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 23: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 24: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 25: Storm drainage system within 45th Ave. South (connected at S. 122nd Street), shall be constructed and inspected by the City Utilities Inspector, prior to final sign -off by Public Works. 26: Owner /applicant shall sign with Notary a Hold Harmless Agreement for work within the Public Right -of -Way. * *continued on next page ** z '~ w u� D JU U0 to CO U_ w UQ UD = �w z w o 25 U O N o�_ w W LL' O . • Z. w U= O z Citv of Tukwila r� Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: 1 Date: S" i i doc: Conditions 004 -016 Printed: 05 -21 -2004 Z qi z' W 2 D J U UO N w= J �-. CO LL W O. J LL Q �d = W ? F- f- O 2 H-, M L) O N W — 0. — Z LLi : Z �J P4 !� e ?�F ILA CITY OF TUKWILA ' o Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 I Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: O/ZFC70 ° Q!Z;Z 0 Site Address: 4 ) vjA lt) ,4- Suite Number: Floor: Tenant Name: oa om es, Ind. New Tenant: F .... Yes E] .. 1 Property Owners Name: 41812 . Mailing Address Burien, WA 98146 City Slate Zip CONTACT PERSOIy`' Darryl E. Doak, Sr., Preslu ►V d►► ►C: u nmate s Mailing Address Doak Homes; Inc. 7 its 12 26In Ave GVV City State E -Mail Address: Buden, WA 98146 Fax Number: 2(76 GENERAL CONTRACTOR INFORMATION ` Company Name: Doak Homes, Inc. Mailing Address: 11812 26th Ave SW But iel 1, WA 98146 City State Zip Contact Person: Darryl E. Doak, Sr., President Day Telephone: Doak Homes, • E -Mail Address: Fax Number: _ Contractor Registration Number !,r7Ak/.7_(�fLfz Expiration Date:_ * *An original or notarized copy of current Washington State Contractor License must be presented at the ti a of permit issuance ** ARCHITECT OF RECORD — A! - 'fans must be :wet stamped ; by Architect of Record I , `, 4 Company Name: Mailing Address: Contact Person: E -Mail Address: ENGINEER OF `RECORD -,All 'fans must 6e. wet stamped by Engineer of Record ; City State Zip Day Telephone: Fax Number: Company Na Mailing Add Contact Person: 1 ti 0 e e" Day Telephone: y S - �r���r / E -Mail Address: Fax Number: 54-x24 e 1 tapplicationstpermit application (1 -2001) 1/2001 Page t "ay Z H '_ tY W UO NO J F- S2 LL WO LQ Cl) = F- W Z H w� U� UJ O- a F_ W F- U. W U= O Z Building Pernut No "` (( F Mechanical Public Works Permit No r Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: O/ZFC70 ° Q!Z;Z 0 Site Address: 4 ) vjA lt) ,4- Suite Number: Floor: Tenant Name: oa om es, Ind. New Tenant: F .... Yes E] .. 1 Property Owners Name: 41812 . Mailing Address Burien, WA 98146 City Slate Zip CONTACT PERSOIy`' Darryl E. Doak, Sr., Preslu ►V d►► ►C: u nmate s Mailing Address Doak Homes; Inc. 7 its 12 26In Ave GVV City State E -Mail Address: Buden, WA 98146 Fax Number: 2(76 GENERAL CONTRACTOR INFORMATION ` Company Name: Doak Homes, Inc. Mailing Address: 11812 26th Ave SW But iel 1, WA 98146 City State Zip Contact Person: Darryl E. Doak, Sr., President Day Telephone: Doak Homes, • E -Mail Address: Fax Number: _ Contractor Registration Number !,r7Ak/.7_(�fLfz Expiration Date:_ * *An original or notarized copy of current Washington State Contractor License must be presented at the ti a of permit issuance ** ARCHITECT OF RECORD — A! - 'fans must be :wet stamped ; by Architect of Record I , `, 4 Company Name: Mailing Address: Contact Person: E -Mail Address: ENGINEER OF `RECORD -,All 'fans must 6e. wet stamped by Engineer of Record ; City State Zip Day Telephone: Fax Number: Company Na Mailing Add Contact Person: 1 ti 0 e e" Day Telephone: y S - �r���r / E -Mail Address: Fax Number: 54-x24 e 1 tapplicationstpermit application (1 -2001) 1/2001 Page t "ay Z H '_ tY W UO NO J F- S2 LL WO LQ Cl) = F- W Z H w� U� UJ O- a F_ W F- U. W U= O Z BUILDING PERMIT INFOR11firION - 206 .431 3670 z :Zt i t a Valuation of Project (contractor's bid price): $ q, M. l o Existing Bu Valuation: $ C� Scope of Work (please provide detailed information): :►JeM U Olet� /� tt !(� <i�Cr �i a /��/�FG� /1c 4C[ 'F' Will there be new rack storage? ❑... Yes ❑ .. No If "yes ", see Handout No. for requirements. Provide: All Building Areas. in Square Footage Below. PLANNING DIVISION: , tt•,D ?S'::3 1. Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and q**gs greqto ;(henxl8 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 6d Floor area of principal dwelling: 6 qg Floor area for accessory dwelling: A) 09-21 f *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard 'fO ' Compact: Handicap: Will there be a change in use? ❑ ... Yes R.. No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: ❑ .. Sprinklers ❑...Automatic Fire Alarm R..None ❑.. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes Q ... No If "yes ", attach list of materials and storage locations on a separate 8 -112 x I I paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water &. City of Tukwila Water District [i.. Water District # 125 ... Highline Water District E] ... City of Renton Water District Sewer . City of Tukwila Sewer District �.. Val Vue Sewer District Q... City of Renton Sewer District ❑ ... City of Seattle Sewer District .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) bpplicationslpermit application (1.2003) 1/2003 Page 2 Z J-Z W J U w� NW WO J U- j � = W H Z� Z� W W U� O- 0H W W H5 LO �Z U= O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per . UBC 1 Floor 6�"� Ct90c9C:� 2 "..: Floor 3!9 Floor.!,.. ..,. :Floors :thru :. ... : . _Basement :Accessory Structure* Attached Garage:, r: " Detached Garage, , Attached Carport Detache&Carport Covered Deck . Uncovered Deck. PLANNING DIVISION: , tt•,D ?S'::3 1. Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and q**gs greqto ;(henxl8 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 6d Floor area of principal dwelling: 6 qg Floor area for accessory dwelling: A) 09-21 f *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard 'fO ' Compact: Handicap: Will there be a change in use? ❑ ... Yes R.. No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: ❑ .. Sprinklers ❑...Automatic Fire Alarm R..None ❑.. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes Q ... No If "yes ", attach list of materials and storage locations on a separate 8 -112 x I I paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water &. City of Tukwila Water District [i.. Water District # 125 ... Highline Water District E] ... City of Renton Water District Sewer . City of Tukwila Sewer District �.. Val Vue Sewer District Q... City of Renton Sewer District ❑ ... City of Seattle Sewer District .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) bpplicationslpermit application (1.2003) 1/2003 Page 2 Z J-Z W J U w� NW WO J U- j � = W H Z� Z� W W U� O- 0H W W H5 LO �Z U= O Z I • l` PUBLIC. WORKS PE I ION — � RM g rN 'I' INF F , 06-433 O1 } , j i 7e.fj Scope of Work (please provide detailed information): HGa ii rD S T eF C'� L /�e�i T e ar✓ .� P�ez P �- g rLep &i CSb�C �c r7 Call before you Dig: 1- 800: 424 =5555 l i;� •..7i1 . t.::-7i (�Ili , tCi �i l - ; , i Please refer to Public Works Bulletin #1 for fees and estimate sheet.. Str Use: .. Street Use ❑...Channelization /Striping Curb cut/ i • L Alterin and /or Hauli Land Altering: ...Cut 210 cubic yards ... Fill 0 cubic yards ❑ .. Hauling ; } # StQtKn Draina e: Storm Drainage ❑...Flood Control Zone t Sewer Information: ...� City of Tukwila Sewer District [] .. Val Vue Sewer District ... City of Renton Sewer District ❑ ..City of Seattle Sewer District ; Sanitary Side Sewer ❑.. Sewer Main Extension ❑ ..Private ❑.. Public } W ter Information: City of Tukwila Water District ❑.. Water District # 125 ❑... Highline Water District ... City of Renton Water District i t: ❑ .. Water Main Extension ❑ .. Private ❑ ... Public i ❑ .. Water Meter/Exempt: Size(s): ❑ .. Deduct E] ... Water Only ii ater Meter Permanent #: !;7-04-c, Size(s): ❑ .. Water Meter Temporary #: Size(s): ❑ .. Est. Quantity: gallons ? `;j ❑ .. Fire Loop/Hydrant (main to vault) #: Size(s): ❑ .. Landscaping Irrigation ❑ .. Miscellaneous: Monthly Service Billing to Doak Homes Inc. Name 11812 26th Ave S Day Telephone: WA Mailing Address unen, 98 1 ct City State Zip Water ... Sewer ... Sewage Treatment..... Fire Line .... E] Water Meter Refund/Billing: } Doak Homes, Inc. Name: Day Telephone: j Mailing Address Buden. WA gR14Q t City State Zip �1t':DY,�t<:`� . -3+..' r �'li` } { }�,.1 .:.� i�ttt >tl S3 .,j lapplicationslpenoit application (1 -2007) P 1 , 1 /2007 age 3 4 ' I Z ` w 00 Co W W i co U. W LL It ?. U) y W H ? l` W � W O� 0 F_, W H 0. W Z llJ U= O F- Z MECHANIC AL�.PERMT:�"RMATIW�;Qo - 431�367 p': ,. MECHANICAL CONTRACTOR INFORMATION Company Name: Doak Homes, Inc. 11812 26th Ave Mailing Address: Burien, VA 98146 City State Zip Contact Person: arryl E _ Doak. Sr.. President Day Telephone: E -Mail Address Doak Homes In Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ 'Yoo Scope of Work (please provide detailed information): Use: Residential: New ....Ja Replacement .... Unit Type: Commercial: New .... (] Replacement .... { Fuel Type Electric.....❑ Gas ...9 Other: 0 -3 HP /100,000 BTU Indicate type of mechanical work being installed and the quantity below: Unit Type: - ' Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty. Furnace <100K BTU { Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace> 100K BTU Evaporator Cooler ' - : - , . 3.1 S$M /500,000 BTU Floor Furnace Ventilation Fan 15 - 30 P /1,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind PERMIT APPLICATION =- Apphcable to all permits m this appti�iahon' . Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. L BUILDING OWNER A ORI D AGEN T: fw y Signature: UT --6� -r /- Date: arryl E. Do k, Sr., President Print Name: Doak Homes, Inc. - Day Telephone: S'�Yll-t e Mailing Address Doak Homes, Inc. A ve 1 18 1 2 26M SW City state Zip Burien Date Application Accepted: Date Application Expires: Staff Initials: tapplicationApermit application (1 -2007) 1/2003 Page 4 Z Z W �U UO W = H ( WO LLQ CO)� = Z H F- O w �5 U� O� 0 1.- W W L — 0 til Z co O Z i .. lni wlr. /.i /C.1'P:7Mf +h. Yak', 1S' /:'TJ{'M19A1 !LYtn:. v'I'.ua!K 1�'Nh.MSYlMrt77Yr'.'i7V 147�7o'a.F�'.t' ^R`KA'1(�`..r +!U:1�4YnV7`sRiN'.WX1h1)N+Y•i YProw•v -- - - -- - -- ar...ra ,..,... TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PW Type C permit fees are calculated. PW collects an Application Fee when the application is submitted and-- a.; Perrrlit Issuance and Inspection fee when the permit is issued. Applicable permits having flat rates are added to the calculated fees and are due when the permit is issued. You may use this form to estimate PW Permit fees. This is an estimate only. Actual fees may vary. If you do not provide contractor bids with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. The permit fee covers the cost for two reviews and two inspections. The permit fee does not include fees for additional reviews, additional inspections, or for revisions to approved plans. These fees are charged separately and must be paid before PW Final Inspection. 1. APPLICATION BASE FEE 2. Enter total cost for each improvement category: A. Water �� . B. Sewer 9q'0_ C. Storm water a S i PUBLIC WORKS BULLETIN 1A D. Roadway Improvements E. Total Improvements (A +B +C +D) 3. Calculate improvement -based fees: F. G. 0 $ 250 395�� 2.5% of first $100,000 of (E.) 2.0% of amount over $100,000, but less than $200,000 of (E.) 1.5% of amount of $200,000 of (E.) 4. TOTAL PLAN REVIEW FEE (F +G +H) 3 2Ye 7� 98"( 7 �I- Do¢ -orb z `~ w � D U UO J = H CO) LL w o 9 LL < N CJ �w z F. z� w U o COX wW LO .z w U CO H 0 ':,.,....,..,.,......<.�:.,.;.. �... :..._, ,. �;._� ^.:S :- ..,... :? .wi't: > d,.:d..:i.:'iu < {. .:�i" .,dyl,`yacw,�,u;,.'M',r•:Wt'. v.,n.,.. w4.. .:+wwsua.»�.*uMa+s �rwti.M�' PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees S. GRADING Plan Review and Permit Fees Total excavation volume 1,0 cubic yards Total fill volume .�.r cubic yards For excavation and fill on the same site, base the fee on the greater of the excavation and fill volumes. Use the following table to estimate the grading application fee. QUANTITY RATE IN CUBIC YARDS Up to 50 CY Free 51 - 100 $23.50 101 -1,000 37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. '0 El 77 .. .. «. 'y. � ,.: .�,.,., ,o..; �. ..:,vr.'�4;..r^�, 1� I:�ir,5nl. .Y ;ii':`�a'...'.4, : ".,• } +. n::.` z...sr. ✓...', r4ia:.7 .. �.h�« /srr r.bt i er.a YNyk �"�X:.li'.ir:.t4� „�`�r L.! rX. �+k {.; lw ,c,.w;. .+,% b,1�7.�A..:'r:.„F:«i::.rirv.:;.. z z' �w D U0 moo. C0 LLJ J � co) LL w 9- U. Cj) = F _ w z X f- O. w ~ W U� O CO. 0H w U_ LL f' —O ..z W CO) z PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PERMIT ISSUANCE AND INSPECTION FEE DUE WHEN PERMIT IS ISSUED PW may adjust estimated fees 6. TOTAL Permit Issuance/ Inspection Fee (F +G +H) $ 9,°'75 7. PAVEMENT MITIGATION FEE ( The pavement pavement mitigation fee compensates the City for the reduced life span due to removal of existing roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (p er SF of lane width 20 -15 (100 %) $10.00 15-10(75%) $7.50 10-7(50%) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 8. GRADING Permit Review Fee $ 23,5 Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. U NTITY in CY RATE 56-6 $23.50 51 -100 $37.00 101 - 1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 1000, plus $14.50 for each additional 1,000 or fraction thereof. ,Q�QO1J 100,000 $325.00 for the 1 10,000, plus $66.00 for each additional 10,000 ti % or fraction thereof 1b0 or more $919.00 for 1 100,000, plus $36.50 for each additional 10,000 or fraction thereof. 5 ,1.l. . :J. .l :'h •at- '.SIr ':iv =.r ��4.'ii.. :./C.)'� +ti!.:.Rd1 r =v�: }:norilc +4:u:t.' A+ f4YP.`✓. �al. i.. F:./.:. A....^l. v. �:. r.:. 4.:':.. ru.t. n': A::... rtr. 1. i ,ti:.tst:t+N.:r..�1Fb'.Y.'!3.'u .Y.wkU:iJi+i+:+i aNh•a.' �.wa�1.:.A.«E..i..id '.Si'wr::Yi.ii.:. z =Z �W u� D UO 0 w= H C0 W WO U. ¢ cl) = �W t z H E- O. Z I-- W W �p U O N. 0 H W W. H LL O W z U O Z PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PERMIT ISSUANCE AND INSPECTION FEE DUE WHEN PERMIT IS ISSUED PW may adjust estimated fees z '~ w � 3U UO N J = w O 2� 9 Q. �D = �w r z� �o w 25 U O, 0H w U. O .z w H =: O Z 9. TOTAL OTHER PERMITS (Total A - D) $ A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fee Sheet on page 2. 10. All A. B. C. D. E. F. G. H. DDITIONAL FEES (Total A -H) Allentown Water (Ordinance 1777) Allentown Sewer (Ordinance 1777) Ryan Hill Water (Ordinance 1777) Special Connection (TMC Title 14) Duwamish RCFC Storm Drainage Mitigation (TMC Title 14) Other Fees 8b $ °1 $ _Tl 58 $ I.r%ri�0 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FE5 DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ /x.022 if This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. aem 1 0 � k, 1908 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0179000720 Permit Number D04-016 Address: 12222 45 AV S TUKW Status: APPROVED Suite No: CASCADE WATER ALLIANCE Applied Date: 01/20/2004 Applicant: DOAK HOMES, INC. - LOT 11 Issue Date: PW LAND ALT PERMIT FEE J Receipt No.: R04 -00619 Payment Amount: 18,400.85 Initials: SKS Payment Date: 05/21/200410:35 AM User ID: 1165 Balance: $0.00 Payee: DARRY DOAK - DOAK HOMES INC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 3862 18,400.85 j ACCOUNT ITEM LIST: j. Description Account Code Current Pmts ------------------------ - - - BUILDING - RES - -- ---------- - - - - 000/322.100 -- ------ - - - - -- 1,374.55 CASCADE WATER ALLIANCE 401/386.550 1,680.00 PLAN CHECK - WATER METER 000/345.830 10.00 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PERMIT /INSPECTION FEE 000/342.400 98.75 PW PLAN REVIEW 000/345.830 -.25 I SEWER ASSESS - ALLENTOWN 402/379.004 9,461.40 STATE BUILDING SURCHARGE 000/386.904 4.50 WATER ASSESS - ALLENTOWN 401/379.004 5,158.40 WATER CONNECTION 401/379.002 60.00 i WATER INSPECTION FEE 401/342.400 15.00 WATER INSTALLATION (DEP) 401/386.520 490.00 WATER TURN -ON FEE 401/343.405 25.00 Total: 18,400.85 i , A 1 , doe: Receipt t'c' Printed: 05 -21 -2004 J I z Z, W. UO 0 w= J C_ CO) LL W O. LL ?. CI =W k z� �O z �_ 5. �o o C0 ,o H W uJ 3: t= LL z. W P O z ri City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: DOAK HOMES, INC. TRANSACTION LIST: Type Method Description Amount Payment Check 3507 1,242.46 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 893.46 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 99.00 Total: 1,242.46 doc: Receipt Printed: 01 -20 -2004 z mo w• UO Cl) o C0 W J =' H Ca w w� ga� LL Q. co d =w r~ _ z �. I— O z F—, w �5 U O N C) w Ul. H L .. Z N O z RECEIPT Parcel No.: 0179000715 Permit Number D04 -016 Address: 12228 45 AV S TUKW Status: PENDING Suite No: Applied Date: 01/20/2004 Applicant: DOAK HOMES, INC. - LOT 11 Issue Date: Receipt No.: R04 -00046 Payment Amount: 1,242.46 Initials: SKS Payment Date: 01/20/200411:48 AM User ID: 1165 Balance: $1,501.55 Payee: DOAK HOMES, INC. TRANSACTION LIST: Type Method Description Amount Payment Check 3507 1,242.46 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 893.46 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 99.00 Total: 1,242.46 doc: Receipt Printed: 01 -20 -2004 z mo w• UO Cl) o C0 W J =' H Ca w w� ga� LL Q. co d =w r~ _ z �. I— O z F—, w �5 U O N C) w Ul. H L .. Z N O z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER T N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ;ad ct: \ oat Y 16 –fl- I Type of Inspection; L=� a L� A ess: a Date Called: Special Instructions: Date Wanted: I �4 �p'm Requester: Phone No: ,QLe — Approved per applicable codes. FI Corrections required prior to approval. l Z �W U 0 Wx to u_ WO g � = W Z t- Z W 5. U� O N .0H WW S F- u. O .. Z W to 0 O Z INSPECTION RECORD ,y Retain a copy with permit INSPECTION NO. PERMIT NO. Z CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro m Type of Inspection: i --�, A ress: Date Called: Special Instructions: Date Wanted: 3 p.m. Requester: Pligne No: ©- -1z;?9 A o D Approved per applicable codes. COMMENTS: 3 y 6 5 c�� wit. 3 � - 3 s / ,4 / / /C^��'Tldr� fl�f -P/i ! u L �� Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. z i+— z �W QQ� JU UO CO U) LLJ J = N U- W O LL �. co = �W H O. W �p O N o I- WW F- W Z tit U= z INSPECTION RECORD INSPECTION NO. Retain a copy with permit CITY OF TUKWILA.BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: D yik Address: 2 Date Called: Z a Special Instructions: Date Wanted: a.m. 1 ` p.m. w a Reque ter: L'ot 1 .. Phone No: n Approved per applicable codes. O Corrections required prior to approval. • ' AIL' '� ♦ �1 w a 1 � 1 � P AO $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z. W fQQY �: J0 00 CO co UJI J = H �ILL WO 4 J LL �. c = a: �W Z z Off. W Ul � Q U O � 0 F- W LJ HP tL O W U =, O Z . Approved per applicable codes. FI Corrections required prior to approval Inspector: uate: / t $47.00 REINSPECCION FE1 REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z '~ W UO C O 0. co UJI J = 0 ILL w O; 9 ~ LL Q co d I = W — _ Z F- H O Z F- 5 U� O N: D <— =U .H H O co H � O Z. INSPECTION RECORD Retain a copy with permit INSPECTION NO. -C� l � PER N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 , Date Wanted: Project: Type of Inspectio Requester: Phone No: 011 Approved per applicable codes. FI Corrections required prior to approval Inspector: uate: / t $47.00 REINSPECCION FE1 REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z '~ W UO C O 0. co UJI J = 0 ILL w O; 9 ~ LL Q co d I = W — _ Z F- H O Z F- 5 U� O N: D <— =U .H H O co H � O Z. Addres Z Date Called: Special Instructions: Date Wanted: a .m. Requester: Phone No: Approved per applicable codes. FI Corrections required prior to approval Inspector: uate: / t $47.00 REINSPECCION FE1 REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z '~ W UO C O 0. co UJI J = 0 ILL w O; 9 ~ LL Q co d I = W — _ Z F- H O Z F- 5 U� O N: D <— =U .H H O co H � O Z. INSPECTION RECORD Retain a copy with permit l INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3670 Projec L� Type of Ins�tion: ``0 + ' Address: /1 Date Called: Special Instructions: Date Wanted Requester: Phone No: j $47.00 EINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. j Receipt No.: Date: Z J-Z '~ W . � M J U 0 0 CO) = J �. S2 LL W O. 2� J LL N = W H Z � ZO 2� MC3 O N 0 f- WW ILt'' —O .. Z W CO) O ~. Z 1 t t INSPECTION RECORD t Retain a copy with permit INSPECTION NO. PE O , S e CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 e' ct: Type of Inspect* Address: Date Called: l Spbcial Instructions: Date Wanted: a.m. t da Requeste . --�,p pt ?290 Z S Z '~QQ W W� U CO co Uj J 7 �w w LL Q 2 1- _: F- O Z F- �p 0 H W W INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj ( tL Type of Inspection: ' . 1 a -( - j mr wi eU Address: _ Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: a pproved per applicable codes. Corrections required prior to approval. COMMENTS: P C' Inspecto . c., Date: ! F'� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. { Receipt No.: I Date: Z i� Z. � W' 00 Co 0. co W WH w O J LL �d =W Z F- O z W 5 U O �' 0 WW H W Z Ill UN O Z INSPECTION RECORD DO Retain a copy with permit LL INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: rr» -fie r Approved per applicable codes. Corrections required prior to approval. ..._.. i hV_ f I i i Inspector: Date: ' 12 Zc3 ' 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1" moo x poa � loo n�� Typ of Inspection: a r Mei er Pa Address: Date Called: rk -i�l W 2222 4 � �� Special Instructions: � � Date Wanted: M LLJ Requester: � �� Phone No: Dar ... ." , . - L Z H i}= Z' LLJ �U U J � W O. WQ �W 11 — Z F- W �p U O� a H 'W W . ~ H LL Z LLI O z a.m. L ... ." , . - L Z H i}= Z' LLJ �U U J � W O. WQ �W 11 — Z F- W �p U O� a H 'W W . ~ H LL Z LLI O z Z LLI O z INSPECTION RECORD 1 J Retain a copy with permit (� S INSPECTION NO. PER O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspector Date: + �' L $47.00 RONSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i I P 'ect: Type of Ins ection: I A a l lam„ Date Ile ( ' / Spbcial Instructions: Date Wanted: P* Requester: P �e,Jalo• J Approved per applicable codes. Corrections required prior to approval. COMMENTS: I. - P �pC1 Y S LJ WCA l u ` 1 n o y VC U';� rr C. - !S;rVft t S. 4:)1<n c �P S d. P ' 1 n l v w� C V -e ire v " r )\ os A G n Y,/ CGrG TGt C!n W %- 1 V)A sL Z YA U rs Z Z Q W W� JU UO 0 w� U. W 0 } 9 J U. � Cy = W I^ _. Z� W O-. W U� O CO) 011-- LU =U O 111 Z 2 O . ~ Z ! �I INSPECTION RECORD Retain a copy with permit 01 INSPECTION N0. PE IT 0. CITY OF TUKWILA BUILDING DIVISION ► 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project* � Type of � pection: Address: Date Called: Special Instructions: Date Wanted: a. .m. Requester: Phone No: proved per applicable codes. O Corrections required prior to approval. " C — O�MMENTS: U v C, C o ,rn t i E Inspect Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z W U UO moo. (0 UJI J = r— co u. W0 �: LL Q N C'! = W t` T- 0 Z r`. �5 U O N, 0 F-. WW LL llJ O Z INSPECTION RECORD 13 Retain a copy with permit INSPECTION NO. PER ER O . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 0 )431-3670 Pr fit: a L- T of Un ction: / Add Date Called: M pproved per applicable codes. Corrections required prior toiapproval. P lnspecto .'- Date: F $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Spdcial Instructions: Date — wanted. Requester: Phone No: M pproved per applicable codes. Corrections required prior toiapproval. P lnspecto .'- Date: F $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z .1 1.: . 4 J— Z. W. 00 No My Ln LL' W O N LLJ 3: 0 R W UJ 5 O N Ul U- Z. W Cj) 0 Z Receipt No.: Date: Z .1 1.: . 4 J— Z. W. 00 No My Ln LL' W O N LLJ 3: 0 R W UJ 5 O N Ul U- Z. W Cj) 0 Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 1 -3670 j RrQj ect: Type of Inspection: y IAA Ad lrps. U 5 Date Called: Special Instructio : Date Wanted: I / a. v Requeste� M Approved per applicable codes. b rorrections required prior to approval. COMMENTS: t • 1 v1 G� U 5 0 C C A 4 o^ > S G� U � � S a S s v1 C t YN c -p L . Z IZ .it W QQ� JU UO CO W = l— S2 u_ W O Q � LLQ = a �W Z f- Z O, W W 5. U � O CO, QH WW H� W —O Z CO) 0 Z $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. F INSPECTION RECORD � t Retain a copy with permit �P INSPECTION NO. PE I NO. S � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 a Approved per applicable codes. Corrections required prior to approval P ect: Type of Inspect' n: Vo ,� - I( - p9pec Date Called: 1 stru ctions: Date Wanted: a.m. P -� Requeste . Ph W e No ItR��) COMMENTS: r f��-I I . se curp VN %, V 6 1 ( CAA Ot u -e G f'G S -A- `vnA a I C. 0 A CAC 4 w �On V cb R- � 3 - COMMENTS: r f��-I I . se curp VN %, V 6 1 ( CAA Ot u -e G f'G S -A- `vnA a I C. 0 A CAC 4 w �On V cb R- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z iH W JU UO W = J co LL WO 2 �. 9-j LL �� = W Z� ZO W U� O H- WW _ Z: 111 Z INSPECTION RECORD 1- ' Retain a copy with permit 1_ U +� INSPECTION NO.. PER T NO CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec . .I I Type of Inspection: FY'U M ✓k Address: L) Date Called: Special Instructions: Date Wanted: f a.m. p.m. Requester: Phone No: Inspector: Date: , , s 0 L , $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must b paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectior Receipt No.: Date: Z �Z QQ � W U O CO) 0 CO) J co) W W O 2� LL J Q . � d �W Z� F- O W ~ W C=? 0 CO) W W' F=— H u. O. i11 Z b F =, - O Z INSPECTION RECORD L Retain a copy with permit INSPECTION NO. PE M CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspecti n: Addres Date Calle : Specia Instructions: Date Wanted n a, .m. Requester: Phone No: _ Approved per applicable codes. rnmMFMTC- Receipt No.: -7 r: Corrections required prior to approval $47.00MINSPECTION FEEREQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Z Z . d" JU UO CO a W = F- co �. W O 2� L L Z CY �W Z H H O. ZI- U O Co. D H WW U LL O. ll.l Z' co P: H O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: It t0 o c UA o LD w uK Ui Address: 2 2ti Date Called: 1 1 A Jot/ Special Instructions: Date Wanted: a.m. S Z-z`f 415 AU r L' CT ►2_ , U U E P .M. L ©T is Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. '�L� .555 COMMENTS: It t0 o c UA o LD w uK Ui Jr <<t S Z-z`f 415 AU r L' CT ►2_ , nspector: �,\j Date: i% ' /b ! $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 2 �Z '~ W 2 5 U CO co W J � co U. WO 9 -1 u_ Q = �W Z P I— O Z H W �5 U� O N o�- W W LO .. Z W U N O Z a Corrections required prior to approval. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPELTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06 431 -3670 Project: Type of Ins ectio Addr s ,' Date C lied: Special Instructions: Date Wanted: m —% G. Requester: Phone No: Approved per applicable codes. Z �Z LU JU UO LU co I.L w O LL to = Cl �W Z fF- H O Z E- 5. U� O - o�- W H �. �Z 111 co OH Z paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit bcL S � INSPECTION NO PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 f" Prl S q i2JC ILA I Approved per applicable codes. Corrections required prior to approval. CO MEN TS: j f ' 1 4 I ' i k I' 1 3 i Inspector: Date: l r $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i . 'ect � Type of Ins do ddress: � � Date Called: Sp is Instructions: Date Wanted: .m. P.M. Z 1Z '~ W �U UO W= �U. WO LL a. N = �W Z Z O-. W UC3 CO O N W F- U. O Z W UN O Z Requeste . P one No: Z 1Z '~ W �U UO W= �U. WO LL a. N = �W Z Z O-. W UC3 CO O N W F- U. O Z W UN O Z INSPECTION RECORD f Retain a copy with permit 5 INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 l Pr ' ct: _ L)0/1 k �k I?& Typ Inspection: d4 w aA fqaj Iress: I SpEkial � i D to Called: � D Instructions: Date Wanted: el e --� . ID 4 P Requester: P ne No: r 2ffJ) _ 3 )( Approved per applicable codes. Corrections required prior to approval. COMMENTS: I r 1 Receipt No.: Date: E 0 Z '~ W �U UO CO) = �ILL WO L L = �. W Z� H O W �5 U� O N .(3 H W W H H L L F- U =; O �. Z INSPECTION RECORD �y_ D Retain a copy with permit l� INSPECTION NO. PE F6)4 4 31- 8 3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( P I N ect: �b--� Type of {+aspectio n Ad "'r Z /5 Date Called: Special Instructions: Date Wanted: a.m. ` Requester. Y' Phone N / o: o% I J`�pproved per applicable codes. Corrections required prior to approval. 555 ��COMMENTS: •••--- --- ��� for to inspection, fee must be Call to schedule reinspection. Z � W �U 0 moo J = !2 LL WO J. LL co = W ? f- F- O ZH W � p ,UO N. �H WW H O: LLI Z U= O H 2 r INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMI 4 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 zz Approved per applicable codes 9 Project�� - Type .f Insp��: � Address: aa� S S . Date alled: G - 2 7 - v Special Instructions: Date Wanted a.m. Requestg5� Phone No' Corrections required prior to approval. Z Z: faaY � JU UO C') w= J Cl) LL W O. LL �. Cl) d 1=- _ Z I— F- O W ~ W U� O N o�- W W Il. O : 111 Z CO) 5 ` _ O F- Z INSPECTION RECORD -3 Retain a copy with permitFPo4 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION .P+e s4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 (2" 0 06 p ) K A-670 Project: Don oMe Type of Inspection: -S Addre ss: 454� AV S Date Called: Special Instructions: Lot I I Date Wanted: a.m. ' M. C Requester: Darnil DockK Phone No: / - 3 2 8 D I rlr.:n pApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector. I Date: (, 16 I �- - $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: e: z Z. J 00 CJ) a C0 LLI UJI 3: J I.- S2 U- UJ 0� LL. CO) LLJ z I--0 z �- W LLJ 5� U C0 . 0 H W W C LL 0, llJ Z W i Z INSPECTION RECORD Retain a copy with permit L L INSPECTION NO. UPERMI!N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Mi. "r ct- e o Typ finspect b� ga QA'7 A�dress: - Date Called ) 0' Special Instructions: Date Wante Requester: Phone No: T&pproved per applicable codes. FICorrections required prior to approval Z Z JU 00 CO) a CO) W W LL. 0 U. CY UJI 0 Z H III UJ 5" P C0 ,0 WW L) LL 0 z (0 Z i INSPECTION RECORD I Retain a copy with permit INSPECTION NO. PE I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 k (I Approved per applicable codes. O Corrections required prior to approval. Receipt No.: I Date: Z = Z W JU U Cl) U CO) W. J to LL WO U. a CO) = d FW Z� Z �: W U� 0 H W ill' tL O: W Z U P H O ` Z u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Type-o' I n spection d ess: ] Date Date Called: Special Instructions: pp11 W ? 00 2� Wanted: a.m. Requester: Phone N� � f w pS k (I Approved per applicable codes. O Corrections required prior to approval. Receipt No.: I Date: Z = Z W JU U Cl) U CO) W. J to LL WO U. a CO) = d FW Z� Z �: W U� 0 H W ill' tL O: W Z U P H O ` Z u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i FIDE COPY I understand that the plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code f a rd roved plans ack tractor's copy pp � p] K r a SEPP.� PE RMIT I REQUIRED FAR: �,iECViAN [� ELECTRICAL � PLISlVIBIRIG GAS PIP1NG CITY OF TUMIIA BUILDttdG DI . APPROVEi)itLA vu 2 5 i hs NO i �ti • ��--" Z w JU UO U U W= J �_, 0) w w O J. U. _. � =w Z �. zo 5" U� O� � H W W U u. ~O w z CO U- i= � PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -016 DATE: 01 -20 -04 PROJECT NAME: DOAK HOMES - LOT 11 SITE ADDRESS: 12-241, 45 AVENUE SOUTH X Original Plan Submittal _Response to Correction Letter # Response to Incomplete Letter # Revision # after /before permit is issued DEPARTMENTS Building Division Fire Prevention 0 Planning Division 5 Public WaLks A i 1,.2 Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 01 -22 -04 Complete [� Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ["1 Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 02 -19 -04 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: D s /roudngslip.da PE" RM 2 -28.02 28-02 IT" COORD COPY z z �w QQ JU UO CO) CO) LL1 J = C0 LL w U_ Q �D =a I .-w z f- w� w U� O CO off W LL O .. z W pm Z WATER METER INFORMATION James F. Morrow, P.E., Director Parcel No.: 0179000720 Permit Number D04-016 Address: 12222 45 AV S TUKW Issue Date: 05/21/2004 Suite No: Permit Expires On: 11/17/2004 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1699 S.F. SINGLE FAMILY RESIDENCE WITH ATTACHED 416 S.F. GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCL. INFILTRATION WITH OVERFLOW TO DRAINAGE SYSTEM WITHIN 56TH AVE. S., SAN. SIDE SEWER, PERM WATER METER INCL. SERVICE LINE, DRIVEWAY ACCESS, AND UNDERGROUNDING OF POWER. SEE D04 -014 (LOT10) FOR EXTENSION OF PUBLIC STORM DRAINAGE SYSTEM. METER #1 Water Meter Size: Quantity: Water Meter Type: Work Order Number: Connection Charge: Y Installation: Y Additional Install Deposit: Plan Check Fee: Y Inspection Fee: Y Turn On Fee: Y Subtotal!: Cascade Water Alliance (RCFC): Y TOTAL WATER FEES: $2,280.00 0.75 1 PERM 520404 $60.00 $490.00 $0.00 $10.00 $15.00 $25.00 $600.00 $1,680.00 METER #2 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 METER #3 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 doc: PWWATER D04 -016 Printed: 05 -21 -2004 Citv kf Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206- 431 -3665 Web site: ci.tukwila.wa.its Z �Z 2 ;. D JU 00 CO o CO) Lu J Dw w 0. LL CO) D m �w Z i~ iE- 0 Z iF-. w �5 �o O N w cy Z N H � O Z ;1 Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Above this line reserved for Recorder's use DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Grantor /Borrower: //U o Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): � - 0/6 Section/Township /Range: Assessor's Tax Parcel Number(s): Q /r7 ��� d'`l 2 D Property Address: Property Legal Description (abbreviated): .,t DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page 1 of 3 Form approved 2003 z w . u� D . JU UO U) o W= J I` CO) LL w O. 9 -5 U¢ cl) = CY �w z 1- O w LLJ U� N. o � w uj � ..z w U =; O z The Grantor, )�A -,'(- • /W C , conveys, warrants, and dedicates to the CITY OF TUKWILA, a Washington municipal corporation, the following described public water /sanitary sewer /storm water utility improvements: f APPROXIMATELY: .., � � � , co "e'`^ g , „ S /9 d -V `e D 74 / v ,S v I G e 3fy f oy e /P e I re— 4 '1 0, .Y DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page 2 of 3 Form approved 2003 z J U UO ,W = C0 LL w 0' LL S2 d = ,..: �o Z t-; �o o cl'. w w, H U' LL W Z. U N'. H � Z. situated in King County, State of Washington. DATED this 2nd day of N O/ - &h , 200 ? . GRANTOR: 3 *k y e s / c By: c signature) (print name (title) STATE OF WASHINGTON ) ss. COUNTY OF KING ) On this 2nd day of M rJ7 , 2005', before me personally appeared &r l L• Doak Sr ,' to me known to be the Pre.s idl h f of Doak /-domes I nc , , a Washington corporation, that executed the within and foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute and in fact executed said instrument on behalf of the corporation. Given under my hand and official seal this 2nd day of N Or6 , 200 ��t?(.c.� � • � A GE A. � T e /Print Name /-}J� e e, A. Dee ty P �seioNF : Notary Public in and for the : :0 NoTgg 9N• ; State of Washington residing at enkn �� N� •• pUB LIG ,: _ ,��;••. , : ;�o = My Commission expires 6•- %6- III O P WAS\*� DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Form approved 2003 Page -3— of __3__ Z Z 0 W =. NU- wo LL <t CO) = �. w z� �O z�- LU w o CO) o�- ww U_ li. P -O Z LU N U O F-.. Z Indemnification and Hold Harmless T .. and Permit I emporary In Nature Reference Number(s) of Related Document(s) D04 -014 015, 016 & 017 Grantor: Doak Homes, Inc., a Washington State Corporation Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along 45 Ave. South from adjacent to 12224 — 45 Ave. South, North to the intersection with S. 122 Street. Abbreviated Work Description: Work within the City Right -of -Way, including driveway accesses, utilities, undergrounding of power, and storm drainage. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. Z �Z �W �D U N co LU J � LL W } O r co = CJ �.. W ? 3: H O Z W UJ �p O N. OH W UJ L O w z U =. Z' 1 STATE OF WASHINGTON) )ss. County of King ) Autho ized Signature Authorized Signature 1 IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this /9 day of S , 2004. I certify that I know or have satisfactory evidence that Darryl E. Doak, 5r is the person who appeared before me, and said person acknowledged that here signed this instrument, on oath stated that he4he'was authorized to execute the instrument and acknowledged it as the t re s► d eh f of Doo-k )4omes .Tnc• , a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated l►'1 a u 1 9 Q,00 T A. OE zo NOTARY :U CA '• PUtiL1C % I �tt d ' \ q •'• 6 .16 - '3 WASYK�� Al i ce A. Deacv Notary Public in and fo the State of Washington residing at Reh-foh My appointment expires b -16 - Z Q: WW . JU U W= J F. Lo L, W OO I LL ? . co) d = W Z F- O Z i- . D13 U 0� —O z ui Cn U O~ Z - 1h DATED this 2.(l day of , 2004. GRANTEE: CITY of TUKWILA By: Print Name: 0 james Morrow Its: Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. A. \ SS�ON F- •�' ��l/ Name Alice- A . eac i ,� M. /i (seal) j v r" NOTARY PUBLIC, in and for the State of PUBLIG i %I '••. 6 16 rib. , Washington, residing at Rer pig My commission expires: Z 11-: Z M w U O. moo LU CO) U. w O J. U_ co) d _. Z Z �. �o o N' w U- —O w Z U CO. z ReF "Iential Sewer Use Certific-' ion (To be completed for all new sewer connections, reconnections, or change of „tee of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount, questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name )( "'/� k� ►r "L `��� ��� ' t (Last, First, Middle Initial) Property Tax I.D. Number 01 . 7 1 c ?cy G' i' ?••t: Subdivision Name Ally Ye'cZ r" Subdiv. # Lot # / Block # 4 '1 Building Name (if applicable) Property Street Address / 2— 2 -kA City, State, Zip Owner's Mailing Address / S' i 2 f� fTzr' j•) e,; (If different from 4 above) b e /' i e * 11 t e', �!7 (`-/ l Owner's Phone Number G f Z _ - , % Zee Property Contact Phone Number Party to be Billed (if different from owner) Party's Mailing Address City or Sewer District 71 r . Date of Connection Side Sewer Permit # Demolition of pre - existing building? ❑ Yes *No Type of building demolished? Sewer disconnect date? Please check appropriate box: -2 ingle- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = (5 vp 4) I ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. 1 certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative Date Print Name of Owner /Representative 1057 (Rev 8/01) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer z �Z '~ W tY � UO 0 W� CO W WO � CO = W z H w� w U� O- O H W W �O w z CO O z �:.�., .tn,,t:,1t,'i',•:'iv �;Yy,� ;,�i}j y+ �u.ri�tS7ti:'uF.+�' �. . :�1i: ' a' .: bYJ ,. ;{ny�LiaYf' .: '1t' '�t,.x ; t r ac E , ;r ' tt V, .. ; � r � E t s Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = (5 vp 4) I ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. 1 certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative Date Print Name of Owner /Representative 1057 (Rev 8/01) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer z �Z '~ W tY � UO 0 W� CO W WO � CO = W z H w� w U� O- O H W W �O w z CO O z �:.�., .tn,,t:,1t,'i',•:'iv �;Yy,� ;,�i}j y+ �u.ri�tS7ti:'uF.+�' �. . :�1i: ' a' .: bYJ ,. ;{ny�LiaYf' .: '1t' '�t,.x . � � .. �► N ► � 'V�iTS PF.R U.P.G qwqwrooss WNW .1w. . ;. %a. ' 4 �. ,NOT HATER TANKS °JHAi:.L 5E' SIZED BY 1NDU3TTZY TAtlR AN ARDRAI S T1 ON 6J ! 6ENERAL NOTES • ... AR.05 FOR PROF05ED U5E AND SE LAE3ELED .. STANL7 1. PROVIDE �► STAIRWAY MOTH 0I 36 HINIMUM, FUSER 1/I6Q_____19, . • 4• MULTi yC BUILT-UP E3L=J�M9 SHALL. BE SPIKE' ' T06MER• • NACCA APi"ROVED. , T10N HEIbHT OF 8 MAXJMVM, MINIMUM TRlJ�D LEN6`rN Or 1. tNTEvRATED Yw•IOLL' HOUSE VENT gY'gTEM POOR TWO WN�TRAC..TOR SHALL 1/MPY ALL G4STiN6 VNL=5 N $IT'E C Tw use lod NAIL:3 • Ir O•G ? 5 FLOW RATM TO C� 0MPLY HTH WAC.. 51-46 � . STA6d A 3/8 MAXIMUM VARIATION. INTER1rltT1'ZNTLY OPlgtATCD IN `1"!!!D FROPLaW AIR ` DI'11ONS POR C,0M!'"!.•IANGL' MTH P'LM5 AND S. :a UV BLOCK A/ 2X • MIDPOINT Of STUDS DS Q%mm 10 402.0 TOILLrM: 1.6 (s" M" SHOVORS: 2.5 6PM(MAX), " . 2 STAdRWAY:°J < 44 IN WIDTH MAY HAVE ONE L HEATING SYSTEM. � PICA - nONS, JTE C•OPI04WHO INCLUDe, SAIL, 1''�ECT, 5CL.OY'1 BeA mo PART ONg IGULAR TO . LAVATORILS/tNAUGe'f: 25 bf*M(Tr1AX). UNLESS BOTH SIDES ARE OF�1• A. 50IJI�tC.E 3rEC.1l�iG VCNTILATION R!'M JIRCMeNT'E► OPObRAPHY R .,QIJIRED g #4" AND IF APPL.IGADLL', , JOIST'S AND • SUP�'C�RTS• 3 pROVI " e SEISMIC S AND RELIEF" S. HANDRAILS SHALL 8e PL.I`GED 34' 1'O W O!q" NIOSIN6 1 • E.XE•IAIJS'T' PAN RZWIRLMCNTS: !'SATFIRO0M'!f , � E DIMlN510N:y OP m4STiNaf °STRUGTURM AND THEIR ,b, e1`ITtRINb GONGR "'T'L OR M Y SHALT. 'VA►L1/ESCi"LUMBetD TO C7V'T51UC� AT HOT Y`IATeR TANKS. AND SPACED 1 -1/2" MINIMUM OFF WAL1 "TH ik 1 -1/2'' TO �"' • AND POWDER SHALL HAVE MINIMUM 50 C.P1r! • . r TRiJGTURAI. AND MeaHANIGAL GOMPONEN` 5. THIS OM= mAyE 1/2" NET AI1t5rAGg AT TOIL, 500 AND END* Y S0'ARAT1! F"kM1'T' R.P.WiRED. DIAMCTI �, SMOOTH 6W.AW AND A HMNM OR RCPJAN AT 04.0. * . . 04.0. KI'TC.HLNg SHALL Ni�V� MINIMUM 100 0" • .25 Y'l.Qi. • ALL Se NQ'T pnw fR10R TO WNSTRUC110N 0i "T, pomLL' joisor3 UNDEK P"' BEA IN6 PARTITIONS IONS h!Q x � � RAN6E HOOD FANS. Er'ANGCe5. AMBI6urnm OR OMISSIONS IN TH rt E - /`t'1S• l0 UND1 L nNDOY'1 CMPPLE 5 AT GNdT1 rLoom • 1• •f3HOwERS SHALL HAVE AN Af�ROVr.�7 HARD, SMOOTH a. PROVIDE b -8 MINIMUM GLLAR WMMMR0014 ASE 2. era- IAaJST nuGT RW UIReMENTS: DuGTS T4 SC • ' r4RJl1M4 DIMM51ONS TAKE MczOeNcz OVER SWTiONS• 01 NAD WJ�TIR R.ESISTAN'f SUR #.•L TO A HINOHT• 'TO" STAIR NOSING. 1 , Oi'!" ALL wO � C drRAt�E INSULATED O R-4 IN � , Be NO , DE:'T•AIL$ TAM�C rRL'GeDL'9`iC.e OVER PLAN �. 1'IR TOP AND Oi" ''r0 CUT S• �IDL "A DPJQLS root ARf.AS 30 ASOV " AND WITH A 8 PAMI"L'L,ltt, " WgMINAIU OUTSIDE' THE' �►T10N VieY`E►. GONG H TAI. AND VE'R1'ICv •O!'!'� hoo �• INI.t't'. •'� CSR ADJACENT is Y''rTH A MINIMUM HI°:IQrH'r '' b StJILDINt'1► �lV AND ��OMPLY NTH TA�31,.� 3.3 � /I/�Q t!'� MI�1'EI'C1A1.1'' AND INSTJ�L.Lt� r , FLOOR TO ATt1G. AT 10' IN'T'ZR1/� Z• �'Ra1/IDC Y�IA OARI7 OR d►���► 1�1!'�H 01 3 . ALL AN SH , MvRTAR uNITS a�•ItND T1LZ �owaR s. TIL.m 1)`t'TZ'RMLDIA'T� $At.us'rE� oR RAiL,S �Ir�c . � so T}+A A 4 ,cane.... M PRO�DUG SHALL M!°CT OR CXiG THE ��"'r • HOPUZONTAL BeHINV Y�IAL L 6, AT Tor, BOTTOM AND ' I1rCDU5TRY STAND /��RD3 AND SHALL irtl�T ORiGEL'D THE' 150m Or °STAIRe►. SH Y�TH /4.gITe- E3UILT SHALL 8L i�IL.Lel7 AND Si"H� GI�NNOT !'AS" THROl�6►H. •,. • � s MINIMUM RAJ T5 OF THE U. 40 K540011 N•L`.G••. '4• 6LV• -LAM BEAMS SHALL seAm A.I. T10N �.L'�JVC TESTED FOR 1Z :' �'ROONIDC MIL17�^l - rAl t'f 6. ENCLOSED USABLE 5P M STAPM SH AVE � OTE: 1T is ISY KINew e�O MTe, TO INSTALL A « Tai• CAULK AT ALL TILE AGG ,i�r• "" /b" dire, 1YPC ")C" P`1RETA�'t`I� ON rWl.l,:f AND SOP1"'1'T3. Gil Y LOCATED Y4•IOLL t..)4IAlJs`Ir FAN M114 A , .P.G.. V.M.G.. AND ALL L.E �" STAMP AND SHALL BE A� ?�- • ODE P IE5 G IN CON 3PACoe5 �! ;BONE R.ATIN6 OF 13 AND SIZED IN6r TO ALL TAKE PP=ZP9KCX OVER NC7TM. S�C.Ir1GAT10N'S �6RAT?E "40RL TO VICK STAIR 97mm6m° AT TOP AND Bo Tom or RUFI AND TASL•E 3 VIAC� AND CONiNISG I ED TO THE AUTOMATIC . M. BA� . i . N & A . F_ • Ai D 6S. � �� AND S 57UID°S AL•rON6 AND IN LINE NTH RUN 4!' STAIRS, IF �GONTROL TiMPR• THIS YWLL RAGILITr4TE P�RESN AIR • �4: UNL.E55 A IONAL SURVEY PANIES THE I 'T' 1. HIN6w 5H� SHALL • THE WALL UNDER THE 3T'AM ARE UNMISHED. • �. ETAL �iONN EG «� SHALL ESL' FULLY TEM OR LAMINATED �DIS AND E THE! PO�•.�vIJ31l.lTY or MCDI;1iTl�Rl' f �LAN5, YH E PLOT M-M KNO FROM &eNeRAL 511E 1. ALL METAL CONNBGTORS SHALL SE OR AN � SAFLDTY 6L�SS MINIMUM TH � �► = 1 /a� TEM .1�4• V 50 � U � T Y MILT �i .. LADEN AIR Bulb DRIVEN INTO THE SiJIL.DIN�Sr• 11�I , /P AND 15 NOT TO BE C,40NSI'R1JW Ad ED �JiV. AND MP..E't' U.S.G. gTAND/��RD3.. AN 11�15 DCaOR.I SHOULD BE UNDE�tC.1!'f 147 ABOVE T140 PIN15H� • FR AL 5URVEY. THE WNTR0GTOR SHALL TAKE LAMINATED STOV 1? _ �LOOR � . W6 .2. MgAML "LIN6 SHALL C,oMPILY YM UBG TABLE 2•S• -11- 2 T11.E3 AT AND YET :SHALL BE PULL. RiMpoNSIBILITY FOR MAINTAININ6 R - - - -) RED zON �1 vTH ON FIRAMINO r ./ANS OR ON P 1. UNITS SHALL BEAR THE 5T'AMF OF AN . t 5 =� OR SHALL, AT Hts D T THE EI7ULE• ALL NAILS SHALL BE 5KO- R•e51°s` ANT. .' o '�Y11t6 LAB AND 5HALL. SE INSTALLED IN �R17� OWNER TO MU VDE A PROP& . go%AL SURVEY TO gGH . RE 1 L.Sr S. E BLOCXol6 ,I FOR ALL BRAS BARS � WI-rH 1-He TERMS OF THEIR L.1911146 AND THE • A W /OR OTHER LR TONING Wt . :�R-nN6 A �00� IMPACT LOAD. MA �A,G 11�I5'TRUG t •' D lma SmmAC4K•S° S. U55 CUT KASHMS A►T BOLTED C�.Ti'11�1 ' .. 5. PI:R 1"I..AN. GAF'ASL.L' O F SUP!° REgTRIG�n TO , ATH�R BALL. �� • . �. 3. UNITS SHAI.I t�A�Ve T16HT- PITTI>'16 6LA°!6 . 5 7m LO ADS� S• THt C.ON11tAGTOR SHALL mrmAm AEI. NI: W_ _ SARY C;C,DN1�iECrTOR3 6ALYMMED OR HAVE l,.D COATING• O WMADILY LLB DAMl°'LR �= F"Y TH15 FOR AIR AT FRONT OF 1QIRE BOX AND A 3/8" # 1 P!'RMi75 AND T1oN:3 AND SHALL NC711 lg}IALL BE FASTENED I�TH - RMWANT 1. PRE - FABRICATED • " SHALL BE DEM46NED BY �4 'TiOT�I PR10R TO GONS�TiON, Or ANY'FZMS 0" OR ADDED AL ENeviNaM AND `THICK (MIN) NON - COMBUSTIBLE HEART14 1C�ht " � OMWoIAL FA;3T8`i INA HiN&TON STATE L Z 3' VLK, - TURAL E1`1l:".�1 sonm"15HA�3L.i: FROM 6 PL�C�OR. RMJI TES TED SY THE BOIL VINtS • ANC . NTH THE P 4p - %N RED' T'5. SUBMIT 15 Rr.ADILY Di IN HIS✓HE JJR15D{GT1ON. ; WITH M NAIL COMPLETE 5HOP �N66 M MWNER/5 SEAT.. FOR «`"HF.ARTT•i N PAR V. b BELOW. �' AN 1� 1��PH�� uN1�oRM �LDIN6 b. coDE 19�i'7 � ENT'S THE coNTRAGTom SHALL 511E AND LOC.A'1WN a CHIMNEY GE5 AND 317.E PER U•M G. ALL PL FOR STRUCTURAL, USES• FINALE AL P�.iOR TO IsABRIGATiON. TRUSSES MUST 8E � 3• _ Y�TN SEATTLE: E3U1l.DiN6 GODP` �w1�IDM1�11'd3� !P OF ALL RSQIJIRE]7 OPENING: IN P , r�1A11..•5 AND ROOF �• _ 6 N6 STAtrt1° 'T1•fE JV�lERIC 3T BY AN tANUFAGTURP.R OR BY A AND l�iA:S.O. STANDArRDS FOR INSTALJ�4TION OF SOLD ABLE • 1^ITM P'R�C,�P03ED MEGHANIGAI., 1°'LVMk3lN6 AND +C',C7NF'C�ieM ANl7 SEAR A RADI BURNIN ... •• PL T10'N(APA� AND NAIL USG TASL.E 25- WAL•,ITY CONTROL Y'aLi::H AS r fINOTON V40<= M •••I•• G lgR7 AASHIN6TON STATE, ENERGY GODS !^!AG 51 -11 PREF TED i MMS TO BE HANOI AND ) 1 � - 1TZ;V55 P TORS C:C�UNGIi.» � 4. i°1Z0'YID1E SEISMIC ANGH .FOR 111 "'TAE , INS'fA� LED PP•R MAICIJFACII�RER 5 �IDA'11�15• 11 --1.3 UNd. . �,. TOR SHALL. V�,IFY EXA�GT SPARS PRIOR TO #=1 CHIMNEY'S. CHIMNEY'S TQ BE Arl AT DIAPHRA6M SHEATHING AKV N . A UN6 AS • ... o UNLE55 NOT ON . F - : � N. P..ACH JOIST WiTH my 1/2"' X 1/8" METAL 5 LOOPED LIVE LOAD F rED __ THIN G FABRIGATIO ,. .. � 6 S. APPROV HA�hi6iF.R3 • � r B� USED AT ALL D TIME ouT�1DE OIL THE CHIMNEY AND �x5TA11 13P. T•5 314 G- D- �xT -�aPA PL WITHxT. u. " 11 TO A AND NAILED WITH C6� 8d NAILS 1 3 t'C-R 5't TO POOP OR 'FLOOR: 4w SHALL P.°5F, iZ =: �5 PSP, l4'I'T1G: 15 Pte. STAIRS:• ? ib 6LM TO JDi5T5 AND NAIL YITI"i lOd • b O!G GONNEGT10N5 OF �, OR H . - MAIN GII�ID .1 �. NON- SEA:ZING PARTITIONS BELOri CMUN6 FRIA AIN6. 100 P5F ' • ED6E5, 10d v 10 O/G 1rtEL.D- y DBGKS: 40 P5F, BAL•C.01` I bD P5F.6U L.S: PL•F .. . _ .. .. _. •; , EA SHALL 8E 15/32" C� -D-TNT - SPA PL`rWCX�D ` • `TRU55E5 5HALJ. BE 5Ef'ARA Y ,- MOM TPJJ55 WITH SIMPSON �. M _...� y Fl�?.�'LAC E5 AND G41MNEYS , AT TOP OIL RJVL • WITS 6L, !'.!. 241O. NAIL 8d • b" O/C . 8d 5TG FASTENiS. •1 ' • GHIM1�lEY SHALL NOT 5UPPC7R'f ANY 5'i'RLIG� Y�E1cZH'1' «4• TI~ul�5E5 SHAH BE H AND INSTALLED IN SEISMIC ZONE: 3. BASIC AN10 S P :1 60 MPH, EXPOMR . 8 } - • 12" 0/(:; HELD w 011•IP.R THAN IT5 OWN 50 DESIGNED _ Ar ZOR D� WITH MAIWFAtoTJRER'5 SPWAFIGATIO • WHO) • • ,�. AGGF5518LB DAMF GON17WL AND • _ :�• � • CWTSVE C424BUSTION AIR. ! . Y • • • &ENERAL C NOTES T�LATiON AND �� �..�� TS - 3. M TEMP'FIRAivRES, rum LINING, FLUE smis, SOIL t 1. 1/F.1`111LAT3E SPACES AND .__" . � • 6LAZIN6 SHALL BE IN 1. '3tJt�l��, TEM 6LA5500F), TERMINATION HEIGHT ARID GLEA�RA1vGE5 TGQ 424SU511BI , • • P NTH EI? OPENNNC- NOT I THAN 1 5Q. 1 1 1 AND BEARING GAPS E D AT 20 00 PSF • (LINO) IN . ' SITE GC?N1�1'f'1CaN5 AN �.." I Y�C�Rf'C F'T.�KET FRED FOR EACH 150 SQ. 1='1•. OF LAMINATED 6L�+55CE30r1TOM1 AND 'T/32" THICK h N MUM. ' :SHALL GOtriPLY WiTH UI`3G TABLE 3 -•8 31, A. . IF SOIL CONDITIONS UPON MA►VA�TiON JAR-EA. DI5 OPO4IN&S Ai rWAMATELY EC UAL �. A MINIMUM 4" 0'"',S, PLA6HED AND COUNTER •4. SEISMIC E SHALL BE PRO'1/VW FOR PL.AN5 OR A 50113 R�'ORT 5Y A QUALIFIED 5011.5 , PLASHED AT TOP >ND Bo'i'1 OV4 AND STEP FLASH SIOM MASONRY C 4IMMEY9r AT I!XTERiOR ;,� tUBC, E�i61NEl�t. ' Ff°ER FROM THE SOIL SEAMNO C.APA 1TY 4Wl.IKI D ALI ONdr THE LEN&TH Of AT LET 'TWO OPP05" 5IDE5 Y � :. EARTH ED A►'1~ 60 I"'<P E�QU NAL.ENT PUJID ER '�E�51bN LUAD� ", OR IF Y`I�►'T3� ANL7 NTH RE�iS'T'ANT ORE MESH "rHE UNIT' SHALL HAVE A AT 11415 • � 310.4.3. E ► � - • &W. INSTALL PM 1•�; -4 FArG'tUR E -R5 INSTR=TIONS. 3• To GOME3V5TISL.e MA • X PROM FOR 13ASEMEN AND 3Q 1°C•F= FOR .� lwpumsmT C.UNTAGT TN15 OFFICE 15F..P4RE AT CRAML SPACE 65 :FINISH AND FLARE YYLLL Tf��.�'.�� !N6 P = . PL 1 45• _ P E °SMOKE C.H�tBER AND GHIMNE:Y �. b GANT1L�/� RETJVNINtS - • 1 . " , P0017N 75 SHALL TO SE 1c" THE FROST �, va4ftnLATE ATT4 5FiA was WITH 1101'i • • , �' :. •,.';,, FROM FII� '� ,,7PLNIN& ANO �-1 T1BLI.E• MATERIAL 5HAL.L 5EAR ON U14015TURF3 . ' , MA71VE 501L. DUAL TO 1 Or THE ATT'IG ApzWNLaT '• W, MY40 ,,,,�.•;: „� •• .t•• . t " ., t � I � • �' EM ERC►ENGY . • �� tip' �, .oPLI SI�A� Corr : •TAI i �.. , �aN GR"I' 00 NOT BA�GiCPtll. UNTIL 4ALLS HAVE S .. l THE AREA ? !AY 5E ED AT LEST 50% OF RAGED OR HAVE 5� 0MONED TO R ftT EAVES MTH 50 6 1. MARY SLEm'iN(5 0 3ASDONT SHALL HAVE L RGM OPl"1.�Nb. t EQUA'i'EII,.Y 8 A THE REQt11RED VENT ��?EA IS 3 F'"T'. • r 8 HEARTH ION SHALL BE 4" MIAIIMIJM THICK NON•• s �' •• EARTH BAGKMII• MA SHALL ESE: THE f�1*,�QUIRE3D V�IT � IN� THE. EAVES. Arl IDOT DOCK TO THE. OR A MINIMUM OP ONE � •MrmR*4 M GOM E 511tZK6TN: 2WO PM AT ?S DAYS • MAT T QP ND01�t l K.l~I M'�: 5 THE YWN6 REG IREMENT5: GOMBU$T1BL•E MA HEARTH SHALL • 1UNO)- �, , PP.KML.L ANi7 PRA GRcyA�tlG ALS 3• E A1`I AC.GFiBLIE ATTIC A+GGF55 PANS,.. �2" X E�CT'laJ`ID 1 6 P�ORirf THE FRONT OF AND 8 BEYOND THE' 50" 1'�iACI1�tUM WiTH A HElbHT OF 30 ", INSULATE AN17� MA)OMUM :Ill HEIGHT OF 44 �tE1' CLEAR oPF�ttNb AREA • '5 1/2 SACK G PER C;1J/`�D, MAX. b e�►AL�. WAS .. MINIMUM GLEE` � t� �GHT OF �4" MINtI!ri!!M SIDES OF THE F E OPENING. IF ThiE 615 .. g�,K ViEATHER- -5MI OF 5.7 SGt. PT., « . M - •CLEAR WIDTH OF W* AND ��;,"'�!.• . BE LE FORM THE GREATER 'THAN 6 50. "., THE HEARTH ON SHALL � SLUMP 4 , MA)OMUM ATE SIZE i • •4. I° 0`00E 18 X 24 SPACE TO UNDER EXTEND 20 iN FRONT OF AND 12' BEYOND THE 5117M OF ' FLOOR :INSIDE Y�.THOUT 5 . "f�7� ° ` ' OR i�• . THE C�f'ENING. NEART"H E:X'TEN510N5 5�•IALL BE IrCL+ADILY �ETAINtNb Y'dAt..L. 2500 P51 AT 28 DAY5, 5 1f :SACK DI5TIN6UI�aHAaLE NCB FLOCXFZ. CEMENT CU/Y PLR ID. w � • y • . w . .. w . • • • • . • •• ... • 1 JJ `• OR AND SLABS 'r0 BE �. 1. 5MCOKE DEf MT ` •SHALL 3e PR47VVEV IN EACH H SAFE1Y G► - ' SLEEPiNb AND SHALL • �� INSTALLED PF.R • . I. -rr� SAF E-Ty �L�55 �IAL:L. BE IN STALLED �� • ... � � W. ENERC►Y N �'� .• REINFORCINC� STEEL. �G R� MANUFA TLIRER ,•fin 45 MOUNTED ON T H H OV5 Lor AT1ON5, INCLUDING THAT ARE 1 • OR JOINTS WINDOY�t AND GENTF�"t ALL POST F00711465 UNL EW NCTT1 V AND te e, GLIL.iN6'OR WAIL• GEN VIED IN 1'i-IL 8 WALL5 AND ATIONS T' TO HUMAN IMPACT, 6L.AZINb IN ,84GH SEPARl+T SLEEPING �E5• OM NIN65 IDE 1 PLINTH S AT SLASS OR 15 PLINTHS AT EAZ' ?5ED « > q �OR A� J1A 61VIN6 ACG1:5S TG�� 15 40 $ AND ROOD ANDS YVALL I°A�IELS• ASTM A•-6 NTH IN A 24 ARC OF CLOSED DOOR, 6� TH C5 IF PAST 15 TREATED). N"R.OVIr.?E.� 8 L� THAN 18« ,��.30VE FLUOR OR 6 AREA. W STRUG?URES WI'T1�.= tM10RE THAN ONE STORY OR _. '. . 50. FT. WHEN ' CTEGTOR SHALL SE Oi°ENIN65 AT T1C� OF UTILITY 5ERViGE5 y IN. FROM SILL PLATES TO FIN16HE D GRADE- DAME' AGE AD A3 D tN U 24U6. SArFETY Y�Ii'Ti -I A BASEMENT, �4 SHtQICE. % THROUvN .ROOD AI`lD 1= ; ARV OTHER SUCH SRAM 11�IG� , LUMB A5EMENT FOUNDATION !^CALLS Y`dTH 2 GOAT5 AWHALTIG T SE PERMANENTLY M " ' IN5T ON EACH STORY:;'V IN THE BA5EMENT iN OPENINbS IN THE E3UILDir16► ENVELOPE, INGLUDIN6 AGG 35 (UNLESS OTHE "SE NO I ON PL,At� • IStaN U.N.O. c�LAUNcs t5 R�utRED O _ SPLIT L.�VEL sr�JG TURES, I�}�`rT/IDe SMOKE Lai oN IUBG 2A06.2. L,E1 M, UNLE55.5L�6 ROOMS ARE LOCATED ON PANEL INTO UNHEATED SPAZfES, 5HALL BE SEALED, . ' - REC JIRErD ON GA�JLKED, 6A5KETED OR r�ATHER- 5TRIPP� To LIMrr AIp. PLATES AND 51 1 HP *2 OR 13114XPT 1 • R�I1�I�oRCi1NC�► LOWER LEVEL, THEN SNtOKE 1�•'"''EGTOR3 ARE E, MATH ?w AND � . GONGS ' t �L•ECiTRICAI BOTH ALIIII. 5MOKE ��TOR5 5HALL. BE A 06LL w CNSTALL REiNFORGNF,s PER A4.1. STANDARD PRACTICE. TOR SHALL E'.VALUATE AND ADJOINING UNHEATED 51•'ArGFS. E�;T = 0R C)P'EN1N65 STUDS HF "STUD ESRADe" ' LJGL C�NM AND GONTi1�lUCDCJS BARS I^gTH A MIN. OF 30 1• E EGTRIGAL C.UN�'RI�G �� IN 5 G p:DOMS. p.}Q�05E;D TO WEATHER SMALL ESE 1zL}�SHED IN 5" A JOISTS AND HIS �� 17 iNE AS�EQIJACY OF FASTING AND PROP Z, 5MOKE DuTEG~t oR 44 t '1 GON5TRV.. SHALL SE AR nAMETER5. MINIMUM BAR WNW WVM: E)cP05�URE TRiGAL 5MVIGL AND rp,0ViDE REQUIRED CAR Ui'T'0S , - MANNER A5 To MADE THEM rVFA'TH ALL POSTS AND HEAVERS OF �2 , Ci WE.ATHBi 2", TO EARTH 3 . TO O?1•IF.R 1 . E ' 1 � IERC►Y DIR WT YOZED TO SUIL•DIN6.. o YWTHC7VT A Dl3�CONNEG'r E M M ? AND AM E PLR N.l:�C►., :3T�+TL AND L+OGAL. THAN FOR •� TiON ANZD 1`t.1Agl)i1N ° , COVt�TLA•ItN6 AND GOPiNbr, Yehl OF E3EAM5 OP • I W1SiED A�NGMOR SOL.TSi l4 MINIMUM OF (" U.N.D., PL.AC.0 SYdITC,H OTHER METAL, 'SMALL BE NOT t 26 6A CoORRO51ON R M45TANT GL1J --L.AM 5EAM5 (51MPLE SPAN) 24F-VS M, AND MANUFACTURERS SPE44FICATIONS FOR MUST HAVE BATTERY SACK- - P. ALL OTHERS MAY SE THIN 1.7 OF E N05• OP05ED T5, AFr AND E501 li'MENT. METAL.. � 6LU --LAM BEAM9(cvA" 1 ) 241 -VO NEW FOOTINC-75 SHALL HOT IMPOSE " 015551"1!17 PR BATTERY OPERATED. •2. PROVIDE VAPOR BARRIM5 AT HEATED SIDE OF DECK J0I5T5 P.T. HF 0'2 A05 ON NEYV OR EXI5TINC7 SA5EMENT OR RET"AIMING 5E1°ARATE P'ERMfT �IRED. '. • , INSULATED A55EMBUr:5 EXCEPT AT INSULATED WALL5 r4" DECK BEAMS P.T. HF #1 . R SECURITY W.P. • WALL BOARD AND AT 5HOi� CELL II46S. • . J• MECHANICAL 1. rKOV Dr. 5M *tnY AT +RANGE AND 6ARA6� �. �tve 6 MIL, ��, POLY�'rHYL N� 6 - METAL CONNECTORS � 1. rOP.M MR OR 6A5 H•W. SHALT./ NOT BE COVER AT 5PAGX5. LAP 1.7 MINIMUM AND LAP UP • � rf� • LUMBER AN F�ZAM iNST UNDER STAIRS AND SHALL HAVE DOORS YI'fH A MINIMUM 1/��THiZOY�t DEAD F30L.T NTH « � r�1k WNTENT IDE COMBUSTION AIR. Q LE WITHOUT,5"44AL 6E OR FOUNDATION TO A HEIGHT OF AD.JAGENT CTERIDR "51MP50N BRAND OR AN IG80 EG�JIVAL.ETIT 1. FR #441N& LUMBER: K.D. TO 1q�6 tr1415TUFtE 1/1~NTS AND DIRECT OUTS « TOOLS •,. GRADE. `�'+�fj 2 r; RAD .- PFD? 5TD. &K#Ak0ING RULES► PER ri.G,L.J.5. OR �. 6A5 CZ5 IN b�E SHALL Be ON A 18 HIGH . •4• INSULATE t= YV��4LL5 AND ROOF P�#? PLAN. AND � � 2. PFZOVIDi+ 085�?YAT10N PORT O 54 "•bb" OFF FLT . .P.A. A5 APPLICABLE'. &RAVE 5F'F -CA IIL•ATFORM. 5. FACED IN5ULAT1ON TO BE FACE ST' �...-��!IRY LNG 6ETIEfZAL• NOTES AND "DE516N LOAD R DUGT5 PENETRATiN& 6APACGE TO HOUSE �►T UHGL�� ENTRI/ DOORS. - , � � RAM PA S S. MINIMUM OR 5HA11. 3 . r ROVIDE FOR WINDOWS < 10' FROM FIN15i•1eD. 6. INSULATE NOT AIR DUCTS IN 1�tON- HEATED 5P� ��` � ARA SHALL SE 2b 6AU6E • SEPARATION '� MOR�'AR: TYPE 5, 1 PG, 1/2 L•1M8 PUTTY, 4 SAND. 5 G RADe. - • PgR TABLE 4-16 (R -4)• . • 51LL PLAT Me , VWK "- 57TZVGT0RF_5, P05TS AND HAVE Ap ROVW DAMPM5. ' . ' J� • CSR 40 : `T iNSU OF F''ERIMETB? OF 51.A85 AT HEATED � �_.._. .........,.,_. • --• ' TO Y`CF'.ATHER AND ANY l^ 000 04 CONTACT • .IAt15 F.�4�05ED �4•. DUGTiN G 5HA�LL MEET U•M•G• 5TANDARD5 AND T! , �� ROOMS Wt'TH R 10 RIbiD INSULATION, v •". . TH GONcRgTE SHALL 5E PRF. SURE TREATED WITH AN • �tVA1NL°. GQIVMNS AND f°U5'T'S 5HA1.L PRA SYSTEMS ARE TO BE SAL•ANGED. CONTRACTOR SHALL FWt0V tDE MEC.HANIGAL. DUCTING DI 5/SHOP =.--�? _....._.. ....1. _ 1• tSA�FZAG N6 :SE.�!zAT10'N SHALL T OF 6. INSULATE HOT WATER PiPES PER TABLE 4•-1"1 14. 2•'3 6.r.M. FLOW RE5TRIGTOR5 AT Vy �► � . E FRAMED TO TRUE END E•3EAR1N6► PM ADEQU,�4TE .npt laf N6g FGIUiPMENT SIZING, HEAT 1055 ALA N 1'"IRL WOW 5/a 61.3, TYPE )C' APPLIED TO ALL (SNZA6L° , SIJRFAO AaDJ011�t1N6 NG5 L.IV1N6, ATTiG ANTS F'RCOVIDg ,..,, .. V GHO" AT TOP AND SO•TTOM TO AVo1D UPLIFT AND AND MANur R 5 DATA ON F�,IIJirmEN T EFFIGIENGY . s SPA x:5 U•N.O, 10• WATER HEATERS SHALL MEET 19x'1 Nom. ? 15PLAGEMETtT. Fl;; COViDE LIATERAL SUPPORT FOR BEAM5, AN D JOISTS P� V8G 2345.'T. 1°'ROV1De 1�W. FOR ARC.HITEGT5 REVI • . BAS ROOM ., Y F;QOMg KJTGHM45 AN 5 � TH �- C�A'RA�'L C.SLINb t^MTI•i L1VINb SPACE U51Nt�s .. � 41. TRIG HHl TANKS IN NON - HEATED SPACES SHALL Q ED r+ �� ' Q �E ��•�/ ON A �'•�./�/��, BL.E �� � THE so '��G , ' PURARY e�ZAGINb AS REC,�IIJIRED UNTiL ALL P'P.RMANQNT` HAVE MECHANICAL E�CHAIUST N RI61D ROOM5 SHALL. HA � r BG OR SHALL USE Z LAYF�'..� 1/2" 6WB TYPE �C'. FLUOR IN5ULATED TO R -10 • .*� I AND AND STIFFENk'lt5 ARE I143TAl•I.LED. 17lJGTiN6 TO YVITH A S�rGKORAFT DAMPER, 3• STRUCTURAL 5Uf'POR7'S FOR 46 SPAGM, "41!N IN THE &ARAGE 5HAL•L AL50 BE M ( X12. HVAG EQUIPMENT SHALL. BE 51ZED TO A MINIMUM OF PRO10015 A MINIMUM IST 5MAR.INC► OF 1 1/7 ON JQ D, 3" ON GONC1�2Ei'E. CAPABLE OF 5 A'R GHANGE5 PER HOUR SEE ENERGY N � - N oTeg FOR FAN vowMe AND At�tID I R INCLUDING , POSTS, BEAMS AND J015TS IF '1009 AND MAXIMUM OF 150% OF TIME DE546N LOAD 1 1 1 . ' 50N£ RATING. SEPARATE PgRMiT R:F.W IRED• SUPPORTING FLOOR t'UNO�. INSTALLING CONIKACTOR 5HALL 5MC7 4. AIR DUCTS PENETRATIN6 THE 5EPEIZATiON SHALL BE AND HEAT LO55 CAL65• . 26 GAUGE OR HAVE A%K APPhZOVED DAMPER. 13. RCC►E35ED LICGHTIN6 5HALL SE TYM 16 OK NON 1G . j 5. DOOR5 FROM 6AJ06E TO DY4EI.LIN6 5HALL BE 1•- •INSIDE AIR -TIGHT �EMBLY (147 6M SOX). • • 31W °SOLID 0099 TIGHT 11NO AND SELL" N6.] X14• KND BAFFLES TO A POINT 1.7 VM Y ' #a0VZ THE TOP OP INWL•ATION. 1 . w,. .'�� •. � . - �.�jK :. � .t•c at .r . .)�".Ji�.�l. �'.+...../Y�'�.•i �: _ • . _ < - ..r ^.. �YRi i..l�.wa,�.•..5 ...'v i+�S.IM. ...�».ir_.IC:.r.:. �._•.... ...L•C�x.. �/� .a' _ ... _. ,. � a11d�....�Cr.J sw - -. _ .. - •I.1�1..�1 1 /. w ..� ..rte'. a L .• .. .. .. i L� . �� . .. . .. . __ - ..r. I•' - M V, ' •• L TABU =411 -1 � � iW UNIFORM BUILONG CON 1 TABLLr 2341 -WI r-- NAIUNO i3CH EDULS ,A,S O A NGNOR DOLT INGl.. 11lGLUD� 28• i � (2S mm) " (am w twos wit N �M,MS 1 1 • �$�/. ABOVE INT 1 1• Joist to 401 or girder bawd • • I ALT ALTERNATE L.AM LA1'4lNATW I !!�ft t o to&W am* sad 2.81 WN UNI N • 3. 1 X 6 (7•S mm X 13'2 mm) subtloot or Im to ach joist, loos osil • • SLK'4 Br MAX HA)4MUM ' • a ach live sail 3-4d . • I3M BEAM M •�3. MAGHINC DOLT 4. W%u thew i x 6 (7S mss x 132 as) �sbilcm jolsk � 2.164 • .CAN'T'. �►AN'Ti1,,.�1/!R MIN MINH M S. 2" 31 mm) WAR= to or bfi noel ba n o . • LNG. INGWrJL C4.56 BOLT 6• Solo plats b of blocking. typical 16d at 1616 (4m ono) oc. . • s+� 3-164 16' X106 mom) . GDR GZ'.i7/�R '1NT G NOT TO Sole plats to j oist a blodd�ag. at bread wall psasb P� ( ' MWON •� eaj0 OLIL.tmo JOST' 0•0h• �I 7• Top plats to stud, sod coil 2 . allomm Draft ON G�Tt' m 8. Stud to cols 44 Wong or 2 -16d cod pail . COL CON LLINL P • �COLA �'�. GL.E'.AltC O.H. ��► 9. Double m eft loo �1all . Ad at Z4" (610 mm) C4 0M CoOMMON o•s. �t??`.. 3 S BOA" 10 Doubl e top typ;cti it L64 at 16 (406 ,• �•16d • ccoMr coMINN" o�N �•a.v. � vav �Y b se c: O'NG GONGRL I MATZ 11. Bkx*iog b�i� joists or rates to bc� piaN. Mud 3-8d �GO'NT G4NT1NUCaU3 I"."r. TR4'r' 12. Rly�e joint b top p18ts lo10=80 10=80 8d N 6" 132 toot o� .. d P' NY �''Y'1 N"�" 13. Top p da. laps end' few sail 2.16d 0J3, O T 4 R RI�'R � 16d st 1 406 mm) ac. aloo ad � ' 14. Coatiouomt beaded two ptecas .� • ( 6 . _ . I78L . 0C?U$L.E: 13• 3� to Pte+ bewail 344 x?IAM Ta1AM W!,FQT.� RE'�IR� 44M 16. Gouttnuc�w beadar b am& beams ; '.i:. 4AGH P.�I� O �."'.�.'•.... �� F4= my 5H� , 3-164 rs, •• � eve Moog lwu" CUt"MINO 17• cell .. over , • # ► r MOM r.AdH l4AY R.°�►. � 18. Ce S b 16d � kX ' Tl1�it�s Sze ZOL O C0F 19. Rafter to pate, tromil 3.8d 4'f�3P13 HT SHAT 20, br w 10 "& said and pbM�, lsos vw� } • : • ' ? • E XT' SN 'SHE 21. I'm X 8" (25 ' am m x 203 mm) dpi of less to MR besrbtg, tsrx veil ?r8a � iN 'FINISH SKY SKYL16i't'i" � ' v • • _ ZZ• Wider: tbso 1• x r (25 mm X 203 aum) AcaNng to each be Wa& 1e17s sal 3 "& { �.�►. �► SLV�► �►�,,. � 16d a t 24" (610 M) 23. Buiit-ep cower • Pr.1. FLOOR .,10t T . FIN "W FL.O�OR UNM "t' I MAC 24• Built girder sod bum mR 20d at 32' (813 mm) o c• s: lop sad bottat and � 2 -ZOd st end and at ead� splice r h • 25 2w (S1 mma plWAW 2 46d u esdr besriag } roe P'AGL Ch's 91W T 1 Tie DCam f � 2b. Wood srsi sad R r ; F�TcSr laCaO'1'INC� / "' (12.7 mm) and leas 60 61.x.3 6L JJ --LAM £3P� ,Tyr 1 % -3/ (15 mu-19 =0 ua) r 1 SO or Gds 6L r6L.A53 /GLA IN6 T46 T0146ve A+ lv • 7/ " -1" (22 mm-2S am) 10d or ' . ._ t 8� 6R taRA17 ISH (29 =a um) UNFNM UNFIN •6Y' ,3 6 ARTa �U,�1.0. 40TH t�oactbnatiore (to [tsaeiog): • i• HO Y.B. Y/' 'OR 8 , 1 !� i 4w (l9 °g m) mel ks�l ' '• HDR #•t�°R Y.tg. Y�R't�:,. (12 mw arse) ! l le -It /4" (29 tom-32 neat) 100 or 8ds � HR )'fAJ�DF�JL � V4000 V4000 27. Panel siding (to - .. � _ H6T.. HPI6ri4'T l " 12.7 mm or loss - ,; _ 6d HEAT LAMP 1^1•P'. �TER HY+I HOT r Ft'berboard si>estling: t! • 1Z.7 mm) tra 116s.� , W 29. lntedw psnsliag . , . • ` Ito • 9 6.4 mm) . ' ., .• X 11 iCa ova or box sails be coed except where olharwiies:tsted. 2 Nsils at 6 ioclw ls2 mm) as 12 *a s cent at edaea cres (305 am) at xts "we" 6 incbss 132 mm) at all wbam spm en � • • • n 48 laches (1219 aero or mere. For nailing vt wocid paMt ebmw ad sbaF wstlt, er b 33�iad 2315A K" f0[ 'Iral1 Sill foe cOty be OOOUnoa, boat or a shsnk. •x y • 4 Comrnon. SDefOrmed shank. ?, 4 . , ' -rai stomt siding a r coring mails conforating to the. regmrelummu i of Seal o n 2304. • Fast spscad c aka WOO and 6 (� S2 mm) on caer at into .14 n 3 hick= (76 mm) oa cm1w at a wd , Z.7 naaan sba and 1�/ -iacb 44 aeM • 7 and 1 8 � Ina for /�' � ) s ( ) -i sir mt Woft assn with • /ib (I1 aqua) had h4acb (3 ) gth t yaw* (20 mm) sheathin aoafornria to the r�gom: aw Of Sedion laag for 251u 2 4 t t ' r�esistaot with aomnal /1 inch i� ,nom cr wn and 1 t1a, Imb (29 mm) I for /rimch (12.7 note) sleestbing eyed l h-iode C38 �) � 2s baath conf io the mawnts of Section 2W4.3. t for /�nckt (20 ra � otmvttg � c i 406 mat incbcs 508 mm if silm l h axis in On ions dlra&" of the panai, o iois aM1arkedj. Cuing of finish asu'�r r ' sPanel . at i 6 arches ( ) [20 ) gt 69 BR%EV I6 N.a&� IG � AI�t I C.ALI' inc mppoft : spac�d� b itecbes 1132 ram) on eel 12 (3os nna,) at tnt�data , , 11 at 24 inches 6 m s or finish mis spiced 6 hiclxs (152 mm) on penal edFr{ 121ackres (303 racer) 811 supports• : L.IC� -ITIN� � t � 8 . y Sitit el- BCTR$a ,elk /= MET �t 6ialG FeAtJLT IN SIT � r • ., • i `IH 1L=TlkIG Y4A" HEATIR H.1 $ NOW 13155 : EBB 1I. I5GTRICO SA5 )A RI7 G. C f • G7. �GL ...AN Ot1T L.P.O. LOCATE P OM ER G•A•R. 001.0 AdR RMTURN - vro VINT TO e F EB 2 cem � AMICO FIST to M1NUM Lu EL ECOTKlg M Atli L I&HTH6 9YH80 SYytTGi -I �TT�1G PANEL �°5URFA� Z L16W . ` f 3 3 NAY 5WCA4 1�GTRro Mel r4ALL MNT. U6W f . t t OtMME'.R SY`r'TC.N ;5MOKE: CC rrGTOR FU5CZ ►5W LJ6i•IT . � R T j�Kl�v�� q T1M�R 5mcm &4•iA1*T FAN C•IANOWER DUPLEX Ovnzr HALF' 5WCoHEO L6NT R Q FLxC7R QU"t1. 'T T�•i RMOSTA? +4A°..� ' DATE HEAT RL615TER KY FLOOR OR-N i 220Y ouTL.�T ... . CUTLET r . • or r M • • �' slow • OW •� • i � i0 1 Flo ��•,�" � � -Co 1 - o � • . I - /' � IIIIIIIIIt FLOOR TIES/ HOLDOWNs e.. . , M �r SIM PSON V .N.O. f� I • ti '< ' ..�L STUD HOLOOM �Z04TAI,. STRAP NA UN6 HOLDOM ANGHOKA6C A C+40Ft BOLTS NOTES J `rr .. •� Yle • irow"! r 'C op Z • �7 �,.� 4 a, sLo dime --- -------- 14 * • • , n G �~ • f �� l co ljj� oe o 7 I. L.O oATE 14OLDOA4 AT EAGN END OF SWEAR-PO" S. EXTIM4 7 FM DOWN AS RECMV TO • 2- C.FZIPPLZ YELL +CtZ*gSTRt,IGTY 0M SAME �' �REG� HO At,�3. EM�3EDM�IT i - N 4 - n4READED ROV AID C.OUIOU!R AS - SHE A. RY4ALL SCHMXL.E- SIVO FKAMIN6 - ` �• 1 5HEATHIN6 NA UN6 HALING SHEAR FL OVi MUNb SILL PLATE. . MARK ON 2X HP t �D6 - .S i�1�1.17 8�:3� , •: u.H.o. . • SLKV U.N •O. PLATE rZIM JOIST PW -V 0 ea 140 4! n KI . '�...' �' �!� 5 d �. 1 !. ;/ es, ll.-Jam"I 7 &MVp to Jes 4-� 0 4e e. t;o to '07*1 *00 t . • ; �� �. �• 4w ` '� ( • • - e, i 7v ff vt t t wr•ts•r• twt+��r w�ww•• atss••t•/n• •�..wttsw �'�•••4 trt�•M � �.� .0• r 400 • t t ' •• ` • - { AWAM S • S � t o �.. CITY GF •. ' F ta. 2 5 2gC4 I • ' - AS X0.1 . � e� � S' �.O.C� �`fLDJ�;;, DID , � �„ 'te ON • nk T� VFb 4 11111 It-*- 00 saw •!'" �/ ,� ARM/ r �:,� 1 .4 . ' �� roe G � o�'1�s �.•- ..• .arr� viii -no-I so—WI -now$" r ••r••r•. isuw{ ammonr ►••••ss ..�.� .w�• +�� .rte GNU• �• M : - �<•' < < t • r • • • cc i • 4• , • co 0 • It 41 1 i4 H. W*0 dw•.mm... •.wow Mw.ri.w 1•.... •w .�.w.�. .rw�•I• •,... ..•...tom ..•ns+�sss• 4n.w... ...ter. : . ; C �o . to 1 to • 0 2 r�� �G �_p w l 49 1-87 1 1 //40 7 ' s . •, 4 ] to 1 40 • • • .. r •t a• ..A. i .. .w : .. -.M*n V ...v a Lr . yJr A . &I .'#a U. ar - � �. 4o-W •�� .r�•/. lil/�I � r »Fri►y�./•'y'. y_�,. �►+� 'FA•q'.i.$s 'y'r' r'�J •' ' "Y..•�►1"" s:• - w �. ,•dr r .+.,.. »...�,,, .. ... ..,.�••.,r. rr..,.,•. -... T '^•, "�?' .• ._ ,•� *. . ... _ � -!r .. _. _. w 4 �r ..Y.•`r'" 3'Li' °"7l��u'! - W W M W pop Jrftjjmw �R•w..r -./� .rtA�r w 1 • • r• •. Or _ I t ' lip I'm I. I► pl, • _ i - 7Vi k� 1 4 / 1 1 4. 1 MINN nv • .era ! -�� t/j i r 9v i 1 • L . �—• ♦ . b NO11 SjAj(3 r OIA0 84 j r • O r ,.• , • N M f • ttr•.� a L w• �N�i�•�•r r.y...r• •�•a•••�.u• �•�r•• .•w�•••w,•.�.•• w.•ttre••nr�r• ••r•••.••r• d . NNVtC it , " *� ( r �'F'' • to • 1 • /M • • 1 • o 1� t 5 r ?. MP� • ba t •,t,.• IN 1�_ 1j, 0 Oe r.. . 04 1 .... �,r N • 1100 1 • • 4 04� 1� H LA s ' dlkVAM 414 / T • • ��� "� a Opp I - NNNNNN �l pi T�. l /o Is Z N oft ri FT dO 4 ,140111 , It 1 N I 100" 1 • ft ;� % T 0 0 ti i i go, t t f: t 1 • • • r M f • ttr•.� a L w• �N�i�•�•r r.y...r• •�•a•••�.u• �•�r•• .•w�•••w,•.�.•• w.•ttre••nr�r• ••r•••.••r• d . NNVtC it , " *� ( r �'F'' • to • 1 • /M • • 1 • o 1� t 5 r ?. MP� • ba t •,t,.• IN 1�_ 1j, 0 Oe r.. . 04 1 .... �,r N • 1100 1 • • 4 04� 1� H LA s ' dlkVAM 414 / T • • ��� "� a Opp I - NNNNNN �l pi T�. l /o Is Z N oft ri FT dO 4 ,140111 , It 1 N I 100" 1 • ft ;� % T 0 0 ti i i go, t t f: t 1 • ' •r M f • ttr•.� a L w• �N�i�•�•r r.y...r• •�•a•••�.u• �•�r•• .•w�•••w,•.�.•• w.•ttre••nr�r• ••r•••.••r• d . NNVtC it , " *� ( r �'F'' • to • 1 • /M • • 1 • o 1� t 5 r ?. MP� • ba t •,t,.• IN 1�_ 1j, 0 Oe r.. . 04 1 .... �,r N • 1100 1 • • 4 04� 1� H LA s ' dlkVAM 414 / T • • ��� "� a Opp I - NNNNNN �l pi T�. l /o Is Z N oft ri FT dO 4 ,140111 , It 1 N I 100" 1 • ft ;� % T 0 0 ti i i go, t t f: t 1 • I. •• • •t � i . t O� � "T 0 rl • • • 1' • M • •• • •t � i . t O� � "T 0 rl • • 1' M • • 1 • •• • •t � i . t O� � "T 0 rl • 0 r f ' r • • IF IZ ° t}I tX6 *oo C. 04. DATA? r'•s • s t cffy GF y VEB 2 • 5 ,',•• U it ,_„_ ..,.. -. •- --�-"' �, RAC M•FR o . � . • .. . _ cwt M • 1 n ri'#►•�•f+" �t7; dA/ t!..i ._ .T 'f•' r'Ak '�' +I".• r _ 41 . is �. ., et• . 'e►: .1'. . 7 ..�►' .Y" .. iK � i✓ . ' �Tir, ' 7 . _ ♦ {" . ..- . «.� .. ... -..•. �.— .� _. �. _. .. .. .•. • r i 9 • r • M UUCP , w • re v • . • • • s • 4 it f . • cAed N 0 0 r f ' r • • IF IZ ° t}I tX6 *oo C. 04. DATA? r'•s • s t cffy GF y VEB 2 • 5 ,',•• U it ,_„_ ..,.. -. •- --�-"' �, RAC M•FR o . � . • .. . _ cwt M • 1 n ri'#►•�•f+" �t7; dA/ t!..i ._ .T 'f•' r'Ak '�' +I".• r _ 41 . is �. ., et• . 'e►: .1'. . 7 ..�►' .Y" .. iK � i✓ . ' �Tir, ' 7 . _ ♦ {" . ..- . «.� .. ... -..•. �.— .� _. �. _. .. .. .•. • r i 0 r f ' r • • IF IZ ° t}I tX6 *oo C. 04. DATA? r'•s • s t cffy GF y VEB 2 • 5 ,',•• U it ,_„_ ..,.. -. •- --�-"' �, RAC M•FR o . � . • .. . _ cwt • • Y41N05)N SCH EVULE .. M ai rrim AREA '1J'` "JA NO IM • • 2 4/0 /O 51 dg 9 0.53 16.96 Tess/ grid 1 2/0XV0 Fixed 4.00 •5 bsc 0 2.00 Grid /our ' 4/0 x Sib 5l 1 4.00 4 : 53 -7.42 4,v • 6 11&X410 Fixed 56.00 50 18.00 (2) rid 4 ' 1 6/0 o Sid 24.00 O. 12.12 Eg ress . 1 b /0X810 i�atlo 41.00 O . 20.0 �e I. ' �r • 1 3 5 /OX O Sid 60.00 O. 31.80 (1) rnG ~• i �tG 1G.dr.�C. k'$ v 1 5/0 o Fixed 9.00 0. 4.50 • Z 2/OXJ/6 3N 10.00 O 5.50 (2) obg re • _ �}�' � low WPM • j •� ��• 01 •- ....... ED 0.516 000" • ' • w 510 200000 b In. sti• 20• 0419 30 Wild urethane t i •• • • 1 216X6e O 5G wd 17750 .' 0.39 6.2 1 3/8" jollj wI r Q - � :37.'?�.�4 10.'12 � , w • . r Mdi4� " (SAS O. .. DOOR MAN FJtiG•T UP- ' - -.� 4. � �'1 y ?ABLE 6-1 • = = •- PRESCRIPTIVE REQUIREAAEIVU FOR GROUP R OCCUPANCY . • CLIMATE ZONE 1 �t . • �i • , _ _ 1 - • - T - • a� Wall wan* - Sle 10 9 � .. loor Below V � � Floor an • - I 1�ertk�l. Ovierhead" U -Fsaor + ; C�e8in9 Grade• Below Glade • of Floor Grade Grade • �i �- 1T L . 12% 035 0.58 �0 -R -38 R -30 RIS R -13 • ,�� } � � -- • R -10 R•30 R -10 • . 1L* 1S'K 0.40 0.88 0.20 - R -38 R -30 R -21 R -21 R -10 R -30 R -10 r ICI. Unlinnitod 0.40 0.58 - 0.20 1t -38 R•30 R -21 R•21 R-10 R-30. ,R -1 0 ` ` - 'Group. R-3 • - , • on • • Rcf�e Cm AM 1,.i -'psi. �.. UIPMENT SIZI NG FORM • Sul [no Component DesGriptlon U or F r Loss Gomponen H • ss • Value Fwtor Foot a I n E37UH A. Kndow,541 to Double AAMA tested .516 X3.74• .x o0 o 545x.28 . . . . . . . . Sliding $ Swinging Double AAMA tested 1 &l atss Door • '� ;tli 9 - ' - � • � • •• • ��. � .• • - • . . • - - 8. C c Moor • ? 13/4 w/paneis .5'10 j^f 28.?2 • •R ood 1 3/4 5G .330 15.18 I T Y400d 13/6 50 .39D 17.44 1 -516.44 .O 774.60 . f - Ins Instal w/'TS 11q0 8.14 20 • N f !N insul. metal w/T5 .142 6,53 Co. Roof /Gall ng R-3o .036 1.66 • ii�Lt. Insulation .031 1.43 '• 4 T'T 0. ftli insulati on R -�,,1 wood studs .�08� 3.' 178.0 b71671A2 ' above S b grade h - . • •4,05 1643,0 wood studs X88 I .'.. •650.86 R- 21,wood studs .45'7 ,x•82 . s - M Floor Over Unheated R - 1q .041 1.8"1 950.0 1791• *7 Insulation R ��►� � .!)� � � A29 1.33 �117 r F. 51ab On 6rade Floor R - 10 .540 24.84 • Perimeter Insulation • 6. Basement Floor None .O3Z 1.41 . N. Inflitration Post 1980 .01ax.6 Ac,H 0.50 12704.0 635200 • ~ • Des Heating Load • - DHL+(heated floor area) 1605 14.33 Minimum Required equipment size = OHL x 1.0 a Maximum Required egqu i pment size = OH L x 2 4 3.39 • proposed equipment size (Output) 00 4 dL r c FNT DATE �� •- M � X19 f-'-4 - G1 &qq ;0! 4, 000y'llp . Le / 0& LOCO.& •• • . • 11 , ' • • r oft . • r .. • • - - Z W WIN oIooffio • • • w. t , • r t I • ve .. JIM , 1 I MUM Rp am MID • i r • i 1� r �• 1 1 , • . G , r f • - r t , t l •` •, WOW Oil IFO r old Iwo 8� a •/�•w `•..�w.� �•••�'ri •yr.•I•r. •i�w1�•T w .... •.b. +•....,. ......w .rte•- ^++t���...•r..•• +••,• c CAM - ++ • •r .+. •+� •n..� •.ir•... +w. 1.�+wr .� +. .w . +w +�. -s i+. w ter. •w ++. �•. t ro W.... I FT • ,. �..��c +� .. ,► +�.-.. ,•.,P,,.•• -•++ '�1/`•`F"' .:"'+' _A""�'. :'_^•`'..'!. -•r. -.. �, �''�T y ._ -�._ _�._ ter ... ► . .- �..�.- --•-•• _ .. rr r.••.. r --- ;FYI• �" -• l`_ . ,.-•�_. ��../M'.•.,R.•.�..'. -.-►• ._^'�•- ti'.: :.Y 1"' T. _ • �.,.... _..,... .. , f, __ t ._. � . ♦ ' -. •. . -. . ,. 'h, .' "7P••K t. :.'s. ,�► �.. ,.�,;,,II/�►."s, ,•Y•�••:. +w. . .. .. y .. ... �..•. y, . ` . ,.. .�.•r.nr►.••r•...����.•y.•r.�R• h;1'••✓r w�i•...•i. 'rV"!►' +'•.t�1.�.R�141�Yt:" .}1 •7114: !••••t 7�"•t•'1SI•t ^''.'r• .r. �,a'1++ yT •.fir. • • • Or , • r • 1 � t � lb r ` 1 i M •• ay i r• �r. • • w xzlx fix left 00 I'o' _40FWx 4A6 (i P, • L :) . - e� �t 1 ;0 • �s t da MW �� • v im. • � ✓ v ,�� w «r•.M�r.�'�•IQrarM•»rMra Irr�wrrr�rw�t�w���rewx • � ir+r�rrar�,rrrriraa�sr! ►����fr�r���srar��r�� / tt �r■nrawa�awrrr�wwawM�l �� .! � ' !sr .. w w frs ia.aa w a rr ar w acr w � at • a/�Lr_nraaar r. uc... raw. r�r�nria��� � rw � ■ s� �c tlJM�lIi�Ml��l���lw Idc Iwo wlawta�ur0a r.rtf.rrtwr�af.r.,,rrwasrrw trrwr�a�lr�r�w��a�tr■ �a�wr.aN�twwwiaMriaa■r rwrwrrwra�rrr.rwy•c.r. MINIMMUMM"/� A. 60 A6- �0 1 ru t . FE S 2 U ;' ce/v PERU Co, t (a PATE I i sir • a Aft • l R�N Am dA i1YTAKE • • IBM • wool L l aarrwasroywoorrrarow•i. � � � � � •ffw�fw�wfwffft+�wrl • � wfwwrwwww.•rr 40 fwM� �frrr,ffwUwrw� / nfrwwra��rw� w MMwwraaawr�.• � � � AM ♦ 1 wAw�rf�fi■�ww � • ..ate/ r (i wwa•nat��rwsar • •�rffa•fwfr.w w�w�ofww�s a amuses 4" w ■awawww• •wn�w�rw ■ wow• j . ♦ � � /�\ I . am swan• r f �' w ' J �aw� • , ' . �������.�� ���� /� • I1M w■wswfw pill. was son wa ' r awawat w w r' - ISM I r� ,.ar�ran�.�rw���w_awwra�ffrr say■ ■ ■s�wa■aw�r ■s��fww�fnfr• lrraa seem Rona aaaa alas Means aa aa. /a Emu raari_0wanf.asonoas• 1 reaawa aaalwne Sol ■.■ *Samoa ��aaw■w■w�wn+fw■�t�•wai ` " h ad I Guzman memo M01swwirra - - - -- -- -- r- rawaaan ■aw�las+■�rt - r r � �1 M IF � , � w . w oopf 1004 • .•. • Sc�°� �� �. to PAIL . ,� �• • , �, v ww r .' • tot-%% 6 4 ddr AP 46 0 40 0 4 w ; • t • ' +• �- wi 0► f %A it LALLX -its 4- Aft. --t4p i r c foi i P v-/.& i.L-s d I V 1 � tv e . a. r, • y ..,, • ' ,may.• . �•...�, M I I f j 60 ' 000 ,r t• REINFORCEMENT SCHEDULE HEIGHT IN FEET VERTICAL' REINFORCEMENT HORIZONTAL REINFORCEMENT 2' NONE REG"D (!) #4 TOP BAR 2"TO < 4' #4 2 24' D.C. 1 0,C4 #4 e 18' ❑ 6' TO < 8' #4 p 16' O.C. #4 e 10' D.C. > 8' ENGINEER'S DESIGN REQ"D xzlx fix left 00 I'o' _40FWx 4A6 (i P, • L :) . - e� �t 1 ;0 • �s t da MW �� • v im. • � ✓ v ,�� w «r•.M�r.�'�•IQrarM•»rMra Irr�wrrr�rw�t�w���rewx • � ir+r�rrar�,rrrriraa�sr! ►����fr�r���srar��r�� / tt �r■nrawa�awrrr�wwawM�l �� .! � ' !sr .. w w frs ia.aa w a rr ar w acr w � at • a/�Lr_nraaar r. uc... raw. r�r�nria��� � rw � ■ s� �c tlJM�lIi�Ml��l���lw Idc Iwo wlawta�ur0a r.rtf.rrtwr�af.r.,,rrwasrrw trrwr�a�lr�r�w��a�tr■ �a�wr.aN�twwwiaMriaa■r rwrwrrwra�rrr.rwy•c.r. MINIMMUMM"/� A. 60 A6- �0 1 ru t . FE S 2 U ;' ce/v PERU Co, t (a PATE I i sir • a Aft • l R�N Am dA i1YTAKE • • IBM • wool L l aarrwasroywoorrrarow•i. � � � � � •ffw�fw�wfwffft+�wrl • � wfwwrwwww.•rr 40 fwM� �frrr,ffwUwrw� / nfrwwra��rw� w MMwwraaawr�.• � � � AM ♦ 1 wAw�rf�fi■�ww � • ..ate/ r (i wwa•nat��rwsar • •�rffa•fwfr.w w�w�ofww�s a amuses 4" w ■awawww• •wn�w�rw ■ wow• j . ♦ � � /�\ I . am swan• r f �' w ' J �aw� • , ' . �������.�� ���� /� • I1M w■wswfw pill. was son wa ' r awawat w w r' - ISM I r� ,.ar�ran�.�rw���w_awwra�ffrr say■ ■ ■s�wa■aw�r ■s��fww�fnfr• lrraa seem Rona aaaa alas Means aa aa. /a Emu raari_0wanf.asonoas• 1 reaawa aaalwne Sol ■.■ *Samoa ��aaw■w■w�wn+fw■�t�•wai ` " h ad I Guzman memo M01swwirra - - - -- -- -- r- rawaaan ■aw�las+■�rt - r r � �1 M IF � , � w . w oopf 1004 • .•. • Sc�°� �� �. to PAIL . ,� �• • , �, v ww r .' • tot-%% 6 4 ddr AP 46 0 40 0 4 w ; • t • ' +• �- wi 0► f %A it LALLX -its 4- Aft. --t4p i r c foi i P v-/.& i.L-s d I V 1 � tv e . a. r, • y ..,, • ' ,may.• . �•...�, M I I f j 60 ' 000 ,r t• REINFORCEMENT SCHEDULE HEIGHT IN FEET VERTICAL' REINFORCEMENT HORIZONTAL REINFORCEMENT 2' NONE REG"D (!) #4 TOP BAR 2"TO < 4' #4 2 24' D.C. #4 2 24 .09cl 0,C4 #4 e 18' ❑ 6' TO < 8' #4 p 16' O.C. #4 e 10' D.C. > 8' ENGINEER'S DESIGN REQ"D 1 NW 1/4, SEI/4, SECTION 10, T23N R4E W.M. Y GENERAL CONSTRUCTION NOTES I 1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION GRADING AND EROSION CONTROL NOTES 1 WITHIN THE CITY OF TUKWILA, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED 7 . STANDARDS (1996) AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (1998). AND IN OPERATION, PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM F I DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. Z 0 In r^ 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE w I 00 I W DEPARTMENT OF TRANSPORTATION (WSDOT /APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED Q I I CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF TUKWILA INFRASTRUCTURE DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL w N Z . N DESIGN AND CONSTRUCTION STANDARDS. FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS. W O O • 0 TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. p 0 04 I THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION r 00 STANDARDS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. A 4. A PRE - CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION ` PROJECTS. 5. ALL AREAS OF ACTIVE EARTHWORK, WHICH HAVE TIME POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS, MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: i 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR `R UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1- 800 -424 -5555) FOR UTILITY LOCATIONS SHALL BE STABILIZED WITHIN 10 DAYS. (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED I SO LS 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS ..� ; IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE SANITARY SIDE SEWER CONSTRUCTION NOTES ' RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF TUKWILA. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND 1 THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET ; PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1) SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING BE INDICATED IN BLACK PAINT ON THE 2 X 4. TEMPORARY OR PERMANENT DRAINAGE EROSION /SILTATION CONTROL PROCEDURES. , 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE TH TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 3. THE SANITARY SIDE SEWER SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. SS -1. THE CITY OF TUKWILA SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH NAIL -I STRAIGHT, UNIFORM EDGES 12 INCHES (12 ") OUT SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. ' FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS -1). WATER SERVICE CONSTRUCTION NOTES 11. LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS-OF-WAY WILL BE APPLICABLE AND DETERMINED AT THE ; PRE - - CO NSTRUCTION MEETING. 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION RUCTION. { 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY 2. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CITY OF TUKWILA INFRASTRUCTURE DESIGN AND `} CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. RS -14. CONSTRUCTION STANDARDS DRAWING NO. WS - 18 AND SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF TUKWILA WILL INSTALL THE METERS. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MNIMUM HORIZONTAL SEPARATION FROM OTHER 3. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'), UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA. ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS -13 OR WS -14. 14. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. ' CONTRISTION SEQUENCE 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S " RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 1) ATTEND PRE - CONSTRUCTION MEETING. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE I 14 INCHES (14 ") WITHOUT ADDING NEW SECTIONS. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. i 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER 3) GRADE AND INSTALL CONSTRUCTION ENTRANCE TO LOTS. # ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAILS. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 4) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) r 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. TO MANHOLES OR CATCH BASINS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12' -6" FOR SDR 21 OR 35 PIPE. 6) INSTALL STORM DRAIN ALONG 45TH AVE. S. 21. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL STORM DRAIN PIPES SHALL BE IN ACCORDANCE WITH THE 7) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDINGS. CITY OF TUKWILA STANDARD DETAIL NO. DS -11. AND DS -12. ' 1 `. 8) INSTALL SIDE SEWER, WATER SERVICE AND OTHER UTILITIES. 22. BEDDING EACKFILL AND CONSTRUCTION PROCEDURES FOR ALL SANITARY SEWER PIPES SHALL BE IN ACCORDANCE WITH ' THE CITY OF 11jKWILA STANDARD DETAIL N0. SS -11. 9) INSTALL STORM DRAIN CONNECTIONS TO THE 45TH AVE. S. CB. f 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER WSDOT 10) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. i STANDARD SPECIFI ;ATIONS SECTION 9- 03.14. 11) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT --OF -WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF TUKWILA STANDARD DETAIL RS -3. 12) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF TUKWILA. 13) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS. 14) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 15) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. ' 16) CLEAN OUT STORM DRAINAGE SYSTEM. 17) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. VICINITY MAP SCALE: 1 " =4 MILES P � i' These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to es mrs and ommons which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design T as totally with the dadper. Additim ddedons or reviaiom to these elM*V after this date will geoid this alumepgnrce and will require a raaWttd of revised drawings for wbeequeat appr+val. _ t Final ao .. - .. IF taact is sub�m to field ir�pectioe by the Public Works utilities inspector. Dwe: �. _ • .:. ___Z/14 lo4- . CW �r • LEGAL DESCRIPTION �'�'H1�ORK ESTIMATE LOTS 9 10, 11 AND 12, BLOCK 4, ALLENTOWN ADDITION TO THE CITY OF CUT 20 CU. YDS PER LOT SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. FILL 50 CU YDS PER LOT affiEET I]HDEX SHEET 1 SPECIFICATIONS SHEET 2 45TH AVE. S. STORM DRAIN PLAN SHEET 3 EROSION & SEDIMENTATION CONTROL PLAN SHEET 4 LOT GRADING & DRAINAGE PLAN N I '� 40 r 0 W l P . I Z Z Z 0 In r^ w I 00 I W W Q Q I I w N Z . N 5C W O O • 0 O p p 0 04 r 00 . � A i' These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to es mrs and ommons which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design T as totally with the dadper. Additim ddedons or reviaiom to these elM*V after this date will geoid this alumepgnrce and will require a raaWttd of revised drawings for wbeequeat appr+val. _ t Final ao .. - .. IF taact is sub�m to field ir�pectioe by the Public Works utilities inspector. Dwe: �. _ • .:. ___Z/14 lo4- . CW �r • LEGAL DESCRIPTION �'�'H1�ORK ESTIMATE LOTS 9 10, 11 AND 12, BLOCK 4, ALLENTOWN ADDITION TO THE CITY OF CUT 20 CU. YDS PER LOT SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. FILL 50 CU YDS PER LOT affiEET I]HDEX SHEET 1 SPECIFICATIONS SHEET 2 45TH AVE. S. STORM DRAIN PLAN SHEET 3 EROSION & SEDIMENTATION CONTROL PLAN SHEET 4 LOT GRADING & DRAINAGE PLAN N I '� 40 r 0 W � r- J� / /� � / 1� �/� VI VI V! VI Q Q Q w a iE A � oogo N N N N coca 0000 Z Z Z Z J J 7 L q ri L� � Li z ce Z a 0 coo z 01�° Z� � N a O v z s PROJECT NUMBER 04002 SHEET 1 OF 4 !fl .,! ID.. •r•rC:.i.rlyiMti .. �..�... ;V.,,y.• - •.,`• �....,..,. ... v � .. _. •. . ...... .+�... .. .. I. or 46 .. - - • .. .. � .. • r .,.nr ��.r. � �ti' ��tii l' �,.,��/�.y��+,�xi�i. ++ � �Y� f #1�M+•!'ra�li.�M'w�+a .; .: .. �.� �"..w•�.+►..+�► K.. .. ss• F f.r+.+, ire � * � .. - �r =•�/�..�r�A. y . s? Lti ., „ . , •.• -t . t . 9 � r .r r,:.. .. rr. III. ✓y+J , M' ..r ,.�� . 3 I Z Z Z 0 In r^ w I 00 I W W Q Q I I w N Z . N 5C W O O • 0 O p p 0 04 r 00 . � J� / /� � / 1� �/� VI VI V! VI Q Q Q w a iE A � oogo N N N N coca 0000 Z Z Z Z J J 7 L q ri L� � Li z ce Z a 0 coo z 01�° Z� � N a O v z s PROJECT NUMBER 04002 SHEET 1 OF 4 !fl .,! ID.. •r•rC:.i.rlyiMti .. �..�... ;V.,,y.• - •.,`• �....,..,. ... v � .. _. •. . ...... .+�... .. .. I. or 46 .. - - • .. .. � .. • r .,.nr ��.r. � �ti' ��tii l' �,.,��/�.y��+,�xi�i. ++ � �Y� f #1�M+•!'ra�li.�M'w�+a .; .: .. �.� �"..w•�.+►..+�► K.. .. ss• F f.r+.+, ire � * � .. - �r =•�/�..�r�A. y . s? Lti ., „ . , •.• -t . t . 9 � r .r r,:.. .. rr. III. ✓y+J , M' ..r ,.�� . NW i/4, SE1 /4, SECTION 10, T23N, R4E, W.M. TRAFFIC CONTROL NOTES: 1. UTILIZE TRAFFIC CONTROLS IN ACCORDANCE WITH THE MUTCD. 2. MAINTAIN TWO OPEN LANES OF TRAFFIC AT ALL TIMES DURING CONSTRUCTION. 3. INSTALL BARICADES BETWEEN TRAFFIC LANES AND OPEN TRENCHES. 4. OPEN TRENCHING SHALL BE NOT MORE THAN 100 FEET IN LENGTH AT ALL TIMES AND SHALL BE COVERED AT THE END OF EACH WORK DAY. • EXI NG 36" P W/ ASH R< 5 IE(I ): 108.61 � INS ALL TEM ARY T FENCE AL G ALL wNSTR PROPE RTY LIN S AS NE SSARY ~ STING AVEL VEWAY � L� BE RE OREO ORIGIN < / N DITION AFTER C STRUC C81 (TYPE 2 -54 ") � � STA. 0+18.4, 13.21T SOLID LOCKING LID: 111.01 x 4 t h A N IE(36 ): 106.72 " x • IE(12"): 107.32 �'� � �, .r: I ._ SL�pM�.", G \G G 8 » C , ,� 't+ C82 1) "� �'+ STA. 18.4, 13.2'LT Qr I VANE GRATE: 112.25 �j► IE(12 109.12 III EXI TING CMP '� � •.48X TING � � �p IE(6 109.62 I �, II � II EXISTIN PIPE Al SS I I GRATE: 110.61 IE(36 ") 105.67 cn I 44th AVENUE S. II II i i EXIST. SANITARY MH STA. 0.00. 8.6'LT. LID: 111.83 EXIST. SANITARY MH #1334 -2A 3+OZ SIT C81 (TYPE 2 -54 ") STA. LID: 112.17 STA. 0+18.4, 13.2 IE(8 "N): 103.82 SOLID LOCKING LID: 111.01 IE(8 "S): 103.98 IE(36 "): 106.72 IE(6 "W): 104.05 IE(12 "): 107.32 IE(6 "E): 103.90 110 I 100.00 N 12" 141N. COVER REWIRED EXISTI G GRADE ' Z w Z� 00 � W � 0 QQ � 3 A, A_ -- ."' r' '- '- H - 7 1j � R:I C WD PVC, S 0 -v- �- . o v 0 04 c I br V- ( V ALL EXI S G WATER SER CE LINES TO RELOCATED I I AS NECE ARY 6 0 .- aoo 1.00 :.00 3.00 45TH AVENUE SOUTH STORM DRAIN PROFILE Ce2 (TYPE 1) STA. 3+18.4, 13.2 VANED GRATE: 112.25 IE(12 "): 109.12 iIE(6 "): 109.62 SCALE: 1"=50' H OR Z, 1"=5" VER T. VICINITY MAP SCALE: 1"=4 MILES i 1 V t 4 f 7 j 1 -K 4 �f- �boN -v I$ 10 N N r r r W) 8 N O H 1 •r; z d x A O H fe V) w x H U 4 CQ � 0 z N�C " P �> m 914 Z 0 PROJECT NUMBER 04002 SHEET 2 OF 4 s :. �'�► :.., . ,... ..' . :.►, .rte... • • ► - -• .... .:. -. .. .- ......... , , . ..►.. « .ti ... ..., . � . .. .. „ ...... . � -. .. .. . . • .- rv/..w.r. -.y�� . .....rrr.......w -..�.. .a.rr. .....w.+.... .. 4.r... ,...r.+4+....e. ►r. - .. +dMr+fi .� - /Mf� .�. i • � -b ...�A�1✓'M.+s.L. ... � .. .., rr+►...a a. _ n . M .*{. ' � - off'i �' 4 Z w Z� 00 � W � 0 QQ � 3 A, � w N N < W o �Ix � o v 0 04 c V- 1 •r; z d x A O H fe V) w x H U 4 CQ � 0 z N�C " P �> m 914 Z 0 PROJECT NUMBER 04002 SHEET 2 OF 4 s :. �'�► :.., . ,... ..' . :.►, .rte... • • ► - -• .... .:. -. .. .- ......... , , . ..►.. « .ti ... ..., . � . .. .. „ ...... . � -. .. .. . . • .- rv/..w.r. -.y�� . .....rrr.......w -..�.. .a.rr. .....w.+.... .. 4.r... ,...r.+4+....e. ►r. - .. +dMr+fi .� - /Mf� .�. i • � -b ...�A�1✓'M.+s.L. ... � .. .., rr+►...a a. _ n . M .*{. ' � - off'i �' 4 NW 1/4, SE1 /4, SECTION 10, T23N, R4E, W.M. J \ FILTER FABRIC MATERIAL 36' MIN VIDE ROLLS. \ USE STAPLES OR WIRE RINGS TO ATTACH FABIC TO WIRE. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. • 2 "x2" BY 14 GA. WARE FABRIC OR EQUIVALENT \ FILTER FABRIC \ _ MATERIAL OH OH OH OH OH OH OH OH OH OH OH OH '^ OH OH 2'x2" BY 14 GA. WARE FABRIC OR EQUI V. Alp \ ..� IN STANDARD STRENGTH o G G G G G G G G G \ G G G 24 "MIN FABRIC IS USED 24 "MIN a C \ s. N . • • t : ` ' " . 3d` MIN 4 " " MIN. TRENCH. X36 "MIN • :, . -� •� . �' • t w • . W . W W . ti . W W W iN c� _ W �'\ W VN W BACKFILL TRENCH WITH % r,. ... .. .� • ' ._ .. C, , ., •;. • • BURY BOTTOM OF "FILTER NATIVE SOIL OR . s • �` MATERIAL IN 4x4 TRENCH - " :. f , 'ti ' . • : , , ., , . • :.• ' R:: • '' �.• • : ` .:; ;'• . ' . • . ti i ,.• . • ; �� .- �.. - " 3/ WASHED ROCK % 1 12 MIN % r •^ _ t •� . .,.: •,' ••`, •�• ♦ ,.. ••a :•, �' ; r '� .. •,,'. MAX. .► r ,; » ' •; •., , •, ; .• ' , .•, ,..• •• .••, •'� '• „'•' �, ' }• •• •• 4 MIN 45 '"H • , • ' • ' .. . , • ; ` . .. . •'' '•� Q • ' • , . y . • 2 "x4' W000 POSTS STANDARD OR BETTER OR 2 "x4" WOOD POST ' % ;', • ;,• , :t a , y , ,., , , , . �. • • 'f • : . ' -. • • • - Q.- . . ,'..., .. { .� : T , ... •..±..- EQUAL ALTERNATE: STEEL FENCE POSTS ALT: STEEL FENCE POSTS `. % G Pvc sEWEF. MAIN S=0.30°�6 • '. C . • • • ' • • .. .. .. " . . 8" S- - ----- - -- -= -- i S -` - =�- .•�.S_ •�.r•_• _ _ - - ,:" y l�S- • S�'.-- - -.T•' -c� -- �� - -_ _ - - -5 NOTES: 3 : ' ' . ' L . ` • • �' �• w ; ! .. • `• • . °' ' . A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID • • • I � ' _ � � USE OF JOINTS. WHEN JOINTS ARE NECESSARY. FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT 7 0 0 0 0 0 O 0 ¢'�� `� 0 0 0 0 0 0 0 ¢ ' ' h �i�� O 0 � 0 -- -- 0 O 0 0 - ¢' - w - - - - - - - - - - - + , ` Y = POST, WITH A MINIMUM 6 INCH OVERLAP, AND 807H ENDS SECURELY FASTENED TO THE POST. in o 0 0 0 c s, o 0 0 0 C �, 0 0 a , I - s a o a c 0 O O 0 X ' o O 0 O x „� O 0 0 Q x � 0 O O O }E S. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). 1HE FENCE POSTS O O O O C� 0 O 0 L 0 0 0 O rl •. MINIMUM OF 12 INCHES). .o °o °o °o °c I `l�0 ° 0 0 0 ° o ° c I I I o ° a�6 ° o 0 � 1 0 ° 0 0 °o . . ( I C • 0 0 O 0 .0 o o 10 I t O O 0 0 0 0 C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP, UPSLOPE AND ADJACENT TO THE O O O 0 < 4 O O t O O I .0 O O O < WIOOO POSTS To ALLOW THE FILTER FABRIC TO BE BURIED. Li o ° -o It 0- U Q ° o ° c : D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A MARE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY �61 �0. 0 n o.ou TWF TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY MARE STAPLES AT LEAST 1 INCH LONG, TIE WARES OR HOG .' 0 0 0 O� O 0 O 0 � 0 1 t o 0 0� ° 0 0 1 O O 0 O O .O f RINGS. THE ORE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN • 0 0 0 0 I , I 0 0 0 ' 0 0 0 0 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. O O O O 0 0 0 o - $ - - � . � � - $ , � I � 8 -' � - � -' � - � E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE. AND 12 INCHES OF THE V 0 O o 0 O . o ° O O 0 o ° 0 � I O 0 0 � 0 o Q O 0. FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ° O ° O ° I c� C� E 1 �O O I G7 !�"' O O O 1 ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED M EXISTING TREES. A 0 0 III /� •00 0 000 O Q 0� 111 �0�0 O 00 O 0 0 I , n O n o. .0 0 ill PERFORATED TIGHTUNE CONNNECTION III I I • f 1 I T F. WHEN EXTRA- STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE TIRE MESH SUPPORT FENCE MAY CLEARING LIMIT IS THE J* ` • • • I u \ . • •���� BE ELIMINATED. IN SUCH A CASE. THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS NTH ALL III \ n • ' • • �• ' 'III III • : • ' • • . , •:.' (PER DETAIL) AS NECESSARY / OTHER PROVISIONS OF STANDARD NOTE E APPLYING PROPERTY L INE 0 E PR P , . .. i ..�.: • .. . �• I I I i 1 .. ' • • -f .. +� � � THE TRENCH SHALL BE BACKFl " . • �' .l) :..,• . ;• • :'' .. i1 II II \ .. - , .+• :. ll / G. LLED WITH NATIVE SOIL OR 3/4 -1.S WASHED ROCK % �. I If ~'; '' , .:.; a 'i ,� . ; •� H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE . .. /% -.1) ` , - • . •'a ; • , • ' , ; II \\ . ' ~ •: ' ' ' • • /'� UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 1. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. ' ' 'K •' INSTALL TEMPORARY CONS *uCTION ENTRANCE �. MAINTENAN ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED /REPLACED IMMEDIATELY. SEDIMENT MUST BE - __/ �. PER DETAIL (TYP) / REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF 'THE FENCE. THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. F.F. 112.99 F.F. 112.60 I Q f • PROPOSED 3 PROPOSED GAS VICE LINE TYP SILT FENCE DETAIL F . F. 113.2 x Y GARAGE I I GARAGE NOT TO SCALE F.F. 113.54 GARAGE Q Y j •• .Q PROPOSED I 1 I J o 13 GARAGE Q / 5.0 1 \ O I I � I � 1 �- 5.0 0 5.Oi I � I o 5. PROPOSED PROPOSED �_o RESIDENCE I RESIDENCE I I I I I I I � I � I � L� PATIO .PATIO 20 1-091 20 -0 Lot 12 Lot 11 PROPOSED PROPOSES I RESIDENCE � I I RESIDENCE t .: •PA TIQf / I . .PATIO �, I /l. 0 t O .. 1 O , I 20 � I - 0 1 , I s L o+ 9; „ � x �x x w x-�c - x - ; ,- x xjw--x x- -agt -x � ow 10001, • 0 00P '0 00 , • y r . • r - • r • 12 DEPTH J � • , 0. .+•- j :4" -6" QUARRY SPALU �. GEOTEXTILE FABRIC UNDER 10 QUARRY SPALLS (MARAFI SOOX OR EQUAL) CLEARING LIMIT IS THE � PROPERTY LINE �►�'� STABILIZED CONSTRUCTION ENTRANCE NOTES: 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE QUARRY SPALLS SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. AGGREGATE: 3" TO 8" QUARRY SPALLS PER WSDOT STD. SPECS. SEC. 5 -13.6. 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12" THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 100 FEET. 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE, THEN THE 71RES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. B. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT WRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING NTH 2" STONE, AS CONDITIONS DEMAND, AND REPAIR AND /OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMED BY SWEEPING. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE EROSION AND SEDIMENT CONTROL NOTES 1. The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicant until all construction is approved CLEARING LIMIT IS THE and the site stabilized. 2. The boundaries of the clearing limits shown on this plan PROPERTY LINE shall be clearly flagged by a continuous length of survey tape (or fencing, if required) prior to construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant for the duration of construction. 3. The ESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 4. The ESC facilities shown on this plan are the minimum • requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and silt fences, etc.). 5. Any areas of exposed soils, including driveway embankments, that will not be disturbed for two days during the wet season or .seven days during the dry season shall be immediately stabilized with the approved ESC methods (e.g., seeding, mulching, plastic covering, etc.). 16. Any area needing ESC measures not requiring immediate attention shall be addressed within fifteen (15) days. 7. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within forty -eight (48) hours following a storm event. 8. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. 9. Stabilized construction entrances and driveways shall be Installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that all paved areas are kept clean for the duration of the project. 10. Where straw mulch for temporary erosion control is required, It shall be applied at a minimum thickness of 2 t,) 3 inches, or 2-3 bales per 1000 sq. ft. i �, 1 . goy -o SHEET 3 OF 4 . .. .. .: ? - f..�p., Wit, � y r +: A• - �j;.. •, *1� � -.. •r/YRrrlt +� .v..'�. 1►••1'.y!M•. '� •V' r >: y ; i i r' »� r _...... •.. ►. •. .• w" �••�•- • `•••w•••.�....�r r -.. w». ». w-. w.... r••. rw....-+ �•.+ or... wM.. �► s..�s•.Mw'...si �...... +.+�•.. . • »,r l.�.AM+w' ...•Ll.f•� «,,,i. . +.r...f r. ^. .M .•.►''� 4' �.� eo.e� 0.0 M 610, r sop ?J• O 0 W U �z CQ *" U' Cabo Z �4o Z 0 cc 6 � N g PROJECT NUIII M 04002 V) Z Z w V. V �! o ., W O QQ 3 i J w NZ W N 00-% d O N co CN .0 N m r" 00 r Q U �z CQ *" U' Cabo Z �4o Z 0 cc 6 � N g PROJECT NUIII M 04002 0000 J J J J N (n N fn Q Q Q Q W A o000 0000 N coca N N N 0000 Z Z Z Z W J W J W J W J U �z CQ *" U' Cabo Z �4o Z 0 cc 6 � N g PROJECT NUIII M 04002 NW 1/4, SE1 /4, SECTION 10, T23N, W.M. EXISTING PROPOSED 15' SIDE J SANITARY SEWER MH #1334- SEWER AND DRAINAGE EASMENT RIM: 112.17 IN FAVOR OF LOT 9 -12 IE(8"S):103.98 EXISTING FIRE HYDRANT , IE(6 "SW):104.05 IE(6 "E): 103.90 EXISTING UTILITY POLE INSTALL WATER METER EXISTING AND SERVICE CONNECTION GAS LINE PER CITY STANDARDS (TYP) OH OH OH OH OH OH OH OH OH OH 19- OH OH OH EXISTING WATER moo � MAIN moo G G G G G G G G G G G C in t' , " .. '. .. .` . •�' CB2 TYPE 1 • • 1 "� �. .� �� • .; • ,. . :. -. : ' ..:f •. , , ' . ;STA. 3 +18.4, 1'3.2'LT . : • •'• : ' .:' �. • „ . �: J , . L '• :• • . .• % % • •;. VANED GRATE: 112.25 t•' •;• • • ;. • .• •, ,• • r, .INSTALL . • •. '.' ~ . • , : :, : •: �: •'" 1�" PVC 1E 6 : • 109.62 EXISTING 6"PVC �.:' ' • • • ' , • , • t , amm • i " PROPOSED 6 PVC " { ) "', SIDE SEWER Q .• : , ... - , .•s ' .SIDE SEWE S =2.00: 1 P C REDUCER . J :. .» , •..... • • .� , ; ti, • •, .. • • . : r. ... . , '' _ k •� 1E: 104.11 0� • , • ; • •, :..; � .�. r • -2.OJ� • .. 6 1 ♦ r 6 •< < , STING 8" PVC S EWER MAIN S =0.3096 .. '.. • • �� ,\r�,. : ' _ y7,• ' • • . :. �• 1 , ,• �'� • ; ' ' ; " •'• WATER METER' ... , ��' II y, C - '20' DRIVEWAY _ . AO' DRIVEVWi1Y i � DRIVEWAY Al 20' DRIVEWAY DRAINAGE PLAN NOTES: 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS FROM EACH LOT SHALL BE DIRECTED TO THE PERFORATED TIGHTLINE CONNECTION WITH A POSITIVE DISCHARGE CONNECTION TO CB2. 2. THE FINAL GRADE ELEVATIONS SHOWN ON THIS PLAN MAY BE ADJUSTED AS NESESSARY TO REDUCE CUTS /FILLS AND /OR MAINTAIN 1% MIN /5% MAX SLOPES FOR DRIVEWAY DRAINAGE FLOWS PERFORATED TIGHTLINE CONNECTION. THE PROPOSED RESIDENCE FINISHED FLOOR SHALL BE AT AN ELEVATION HIGHER THAN THE EXISTING PAVEMENT IN 45TH AVE. S. 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. 5. SOIL LOG TEST HOLES WERE DUG ON THE FRONT HALF OF THE LOTS. THE SOIL TYPE AND STRATIFICATION WAS TYPICALLY AS FOLLOWS: 0 -6' BROWN SANDY SILT, MOTTLED 6 -9' BLACK FINE SAND WATER SEEPING AT 6' DEPTH ON 1/6/04 SCS SOIL CLASSIFICATION: URBAN LAND THE ON - SITE SOILS ARE NOT ADEQUATE FOR INFILTRATION IN ACCORDANCE WITH THE KING COUNTY SURFACE WATER DESIGN MANUAL. 6. ALL ON -SITE PVC PIPE SHALL CONFORM TO ASTM D- 3034- SDR35. w LOT LOT 9 LOT 10 LOT 11 LOT 12 3000 SQ.FT. AREA 3000 SQ.FT. 3000 SQ.FT. 3000 SQ.FT. ROOF AREA 1242 SQ.FT. 1242 SQ.FT. 1242 SQ.FT. 1 242 SQ.FT. DRIVE & WALK AREA 574 SQ.FT. 574 SQ.FT. 574 SQ.FT. 574 SQ.FT. DOTAL IMPERVIOUS AREA 1816 SQ.FT. 1816 SQ.FT. 1816 SQ.FT. 1816 SQ.FT. TAX LOT NO. 017900-07/1) 017900 -07 017900 -0 7Z 017900- 1-6" PVC CLEAN-OUT --- I '. .* 1. ; • .r I • . I 1-6" PVC CLEAN• OUT 1.6" PVC TESTING TEE ; : . • : :. .: • •. �'PVC - _; - - - ,,,,_ 1-6" PVC TESTING TEE IE: 103.76 ;. ` : " : ; •' �6 PVC.S�2. I .. •• . 6 "P IE: 104.22 + s ti . • too* . C ' s s .. • • •��!'■'► " '•, ' ` ,: •► // . ' ' �' • II . • '• I • = •�' • " • II PERFORATED TIGHTLINE CONNNECTION f „• -INSTALL 1 POLY 11 .' •: ... •' ~' '�,. '�`.. .. . ` II'�' •' II TH POSITIVE DISCHARGE TO C82 TYP i WATER LINE (TYP) 25' . • ' II Il ' :' ' ' ' ' ., II : ' • • ; • ; WI 200 PSI DRISCO PIPE I - '' • • " % y 6 PVC SIDE SEWER, S=2.00 96 6 "PVC SIDE SEWER, 5=2.00 % ' • .. ' •,.. : ' III ' • x : III ♦ _ . . •'.:. II 1 "PVC WYE olol 1 -6"PVC WYE • ' - II ' . ' ;• . . , '• • • • .• ► II 1-6 X4 PVC REDUCER 1-6 "X4 "PVC REDUCER • Op' 4" PVC SIDE SEWER 1 4" PVC SIDE SEWER / .01, S =2.0096 WITH •_._.. I - S =2.00% WITH 4" CLEAN -OUT NEAR 4" CLEAN -OUT NEAR / �_ BUILDING WALL BUILDING WALL -� f , JI DOWNSPOUT CONNECTION Q •� F.F. 112.99 I I F.F. 112.60 POINT (TYP) ` F.F. 113.27 Y PROPOSED PROPOSED Y PROPOSED GAS VICE LINE (TYP) r RRBp� , I Q GARAGE I I GARAGE Q PROPOSED i 0 3 GARAGE { ..I 0 I �� w PROPOSED UNDERGROUND 5.01 I \ I w / POWER,PHONE & TV CABLE 551~ -6" 5.0 !! 0 � 5.0 1I � l I I i 0 1 I 1 5.0 ' k � PROPOSED PROPOSED PROPOSED PROPOSED i i RESIDENCE , RESIDENCE I I RESIDENCE I I RESIDENCE j i PATIO .PATIO • Pl�TIP� .PATIO 20' -0" 20' -0" & -0" Oi 20' -0" .Lot 12 Lot 10 Lot 11 Lot �91 4" PVC PERF S 2410 �• '� - - ; � PERFORATED TIGHTLINE I � ,' CLEARING LIMIT IS THE �i� (TYP) �' PROPERTY LINE A A \ CONNECTION SCALE: 1"=2' 10' J GRAPHIC SCALE 0 !o ( nNrm ) i inch = 10 ft 40 ' NOTE: 1. SANITARY SEWER CLEAN -OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUKWILA INFRASTRUCTURE STD. DWG. SS -2. 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