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Permit D04-014 - DOAK HOMES - LOT 10 NEW SINGLE FAMILY RESIDENCE
DOAK HOMES, LOT B 12220 45 AV S D04 -014 • • a • v City of Tukwila ral r,8 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0179000715 Permit Number D04 -014 Address: 12220 45"S TUKW Status: ISSUED Suite No: Applied Date: 01/20/2004 Tenant: DOAK HOMES, INC. - LOT 10 Issue Date: 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: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 10: All wood to remain in placed concrete shall be treated wood. 11: 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. 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 14: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 15: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 16: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). doc: Conditions D04 -014 Printed: 01 -27 -2005 �,. " z w. Q � Q � JU 00 Cl) U) LLJ W H �LL w 0 U. Ci) D T �w z =. ►— O z �- w U� ON off w ~ F- L O .z W CO) O z � , City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** z H 18: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and - w completion of work at least 24 hours in advance. j 19: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. JU 0 0 CO 0 20: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be W H underground from the point of connection on the pole to the house. co) LL. W O 21: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. J 22: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified co flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around = w hauling route (No flushing allowed). Notify City Inspector before 12 :00 Noon on Friday preceding any weekend work. Z H 23: Any material spilled onto any street shall be cleaned up immediately. z O 2 5 24: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally v 0 insured). 0 co o�__ 25: 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 = w possible property damages caused by activities. �- LL. O. 26: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation ui co off -site or into existing drainage facilities. H H O 27: The site shall have permanent erosion control measures in place as soon as possible after final grading has been Z completed and prior to the Final Inspection. 28: 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. 29: 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 strom 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. 30: 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. 31: 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. 32: Owner /applicant shall sign with Notary a Hold Harmless Agreement for work within the Public Right -of -Way. 33: Owner /applicant shall complete turnover documents with the City prior to final closeout by Public Works, for Public storm drainage system within 45th Ave. South. 34: Revision #1 Condition - Public Works standard for this type of pipe is a minimum of two (2) feet of cover, above top of doc: Conditions D04 -014 Printed: 01 -27 -2005 � ,��. „�,�..«:,., '1 ,, t eas Cit of Tukwila r Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 pipe. This minimum cover exceeds Manufacturer's recommendations. Provide per City Standard and coordinate with City Utilities Inspector in the field. * *continued on next page ** z W J U. c� O0 N CO) =: J CO) LL WO J. LL = = W . Z � F— 0: Z fy 0 tn ' 4W U U, LL 0 _ Z. W U= O ~. Z s�... City of Tukwila Y906 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 'i 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 i regulating construction or the performance of work. i 1 ' f Signature: , Date: / 'Z 7 I Fw '.t r3• Print Name:' wru i doc: Conditions Printed: 01 -27 -2005 Z Z ' ; M IA * u� i D J U' U 0' Cl) CO) J CO) W WO LL Q N ry � V W : z 0 z E- 2 U .0 N. C3 i. - W LL{; H LL O; Z U N, Z; O ~' Z City of Tukwila r9oe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: Address: Suite No: Tenant: 0179000715 12220 45 " S TUKW DOAK HOMES, INC. - LOT 10 Permit Number: Status: Applied Date: Issue Date: D04 -014 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: Fire retardant treated wood shall. have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 10: All wood to remain in placed concrete shall be treated wood. 11: 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. 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 14: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 15: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 16: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). doc: Conditions D04 -014 Printed: 05 -21 -2004 z Z D .J 0 00 ND C0 W J H �LL w 0 U_ a co D = d F _ w z z� w D 0- o�__ w �0 w z U= O z �...� City of Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** z 18: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and w completion of work at least 24 hours in advance. ss�� 19: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. JU N o 20: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be co w J H underground from the point of connection on the pole to the house. CO L w 21: Permit is valid between the weekday hours of 7:00 a.m. and 3 :30 p.m. only. 22: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified U_ ¢ co a flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around w hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. z 23: Any material spilled onto any street shall be cleaned up immediately. w O W w 5 24: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally v CO insured). o H- i 25: 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 w' v possible property damages caused by activities. U_ F- — z 1 26: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation v co off -site or into existing drainage facilities. o i 27: The site shall have permanent erosion control measures in place as soon as possible after final grading has been z completed and prior to the Final Inspection. 28: 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. 29: 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 strom 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. 30: 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'. 31: 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. 32: Owner /applicant shall sign with Notary a Hold Harmless Agreement for work within the Public Right -of -Way. 33: Owner /applicant shall complete turnover documents with the City prior to final closeout by Public Works, for Public storm drainage system within 45th Ave. South. doc: Conditions D04 -014 Printed: 05 -21 -2004 S iZ . nw" City of Tukwila 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. g J - 7 -2, Si Date: Print Name: 1 { doc: Conditions D04 -014 Printed: 05 -21 -2004 Z r_ W c U O �o W = H. WO 9-5 tL � a = W' �o z �— W U �, O to D H� W UJ H U LL 0 — p. -- UJI Z U. U— H Z ILA, w7 6 �Q i �toe� /o Mechaiucal PennitNo RR � " � , t M { H i '� Y , PuM6 Works Permit No t.f . (For o,�'i`�e use•�only) '" � =s �•a� 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 ** SITE LO. `XJON i t � t r i Np t -Z Z a jq King Co Assessor's Tax No.: ��?'QOI� — 67 15 — Site Address: 2xJ k11 of g,, ' u kcw / 0/g Suite Number: Floor: Tenant Name: New Tenant: [] .... Yes F� ..No Property Owners Name Doak Homes, Inc. Mailing Address A ve SW BurlenrWJ4 -98146 city State Zip CON:TAT PERSON lx Name Darryl E. Doak, Sr.. Resi dent Day Telephone: 206 ^ 3 72 ^ 2 2 3' Mailing Address: Do a omeS, ne.' 11812 26th Ave SW cit state zip E -Mail Address: Burien, WA 98146 Fax Number: ZdG 2 Y6* '5 GENERAL C()NTRAGOR INFORMATION Company Name: Doak Homes Mailing Address: 11812 26th Ave SW urien, WA 981 city State Zip Contact Person: eak, Sr.. RPOSICIMI Day Telephone: E -Mail Address Doak Homes, Inc. Fax Number: Contractor Registration Number. 4.Z7-* 09 ,21VZ Expiration Date: d * *An original or notarized copy of current Washington State Contractor License must be presented al the t' a of permit issuance ** ARCHITECT OF RECORD All piapis must be wet stamped by Architect of Record 4 ; U, .... ,. , ` Company Name: Mailing Address: Contact Person: City State Zip Day Telephone: E -Mail Address: Fax Number: ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record Company Nam Mailing Addre: Contact Person: r e l9 P2 Day Telephone: �/ Z �'/ g 1 , 6 5y E -Mail Address: Fax Number: s tapplicationApertnit application (1.2003) 1/2003 Page l w CITY Of TUKWIL4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd:, Suite 100 Tukwila, WA 98188 Z '~ W � �U UO W� �U_ WO J u- � = W H = ZH H O W 2� U� ON o t_ W F- LL Z W U= O Z BUILDING -PERMIT�INFORII .TION 206 =.4 31 3670 Valuation of Project (contractor's bid price): $ 0 Existing Building Valuation: $ ��— Scope of Work (please provide detailed information): 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: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches 4 ve hangs 9reti►ectfian48 inches)' "P *For an Accessory dwelling, provide the following: Lot Area (sq tt):�[' �O Floor area of principal dwelling:16 Floor area for accessory dwelling: o/v c. *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: 2— 1 1 0 dA C Compact: Handicap: Will there be a change in use? ❑ ... Yes >[r No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers ❑ ... Automatic Fire Alarm None ❑ .. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ... No If "yes ", attach list of materials and storage locations on a separate 8 -1/2 x 11 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 ❑.. Water District # 125 E] ... Highline Water District ❑... City of Renton Water District Sewer . City of Tukwila Sewer District ❑.. Val Vue Sewer District ... 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) \applications\pennit application (1 -2007) 1/2003 Page 2 i r i t i 1 :I ': i 't } 3 :4 l I �l. } Call before you Dig: 1- 800- 424SSSS�, 'Please: refer.to P ublic Works Bulletin #1 for fees and estimate sheet. Str t Use: treet Use ❑ ... Channelization /Striping Curb cut/Access /Sidewalk LeA Altering and /or Hauli : and Altering: ...Cut cubic yards /V... Fill cubic yards [ Sto Drainage: torm Drainage ... Flood Control Zone Sew r Info rmation: . City of Tukwila Sewer District ❑ .. Val Vue Sewer District ... City of Renton Sewer District , [)..City of Seattle Sewer District i(Sanitary Side Sewer ❑.. Sewer Main Extension ❑ .. Private ❑.. Public Water Information: f, City of Tukwila Water District ❑.. Water District # 125 ❑... Highline Water District ❑ ... City of Renton Water District ❑ .. Water Main Extension ❑ .. Private ❑ ... Public ❑ .. Water Meter/Exempt: Size(s): ❑ .. Deduct ❑ ... Water Only Water Meter Permanent #: Xi size(s):- (� ❑ .. Water Meter Temporary #: Size(s): ❑ .. Est. Quantity: gallons ❑ .. Fire Loop/Hydrant (main to vault) #: Size(s): ❑ .. Landscaping Irrigation ❑ .. Miscellaneous: Monthly Service Billing to: Doak Homes, In c. Name 1181226th Ave SW Day Telephone: Qt< 7 Z urlen, VVA 0146 Mailing Address: city slaw zip Water... ❑ Sewer... ❑ Sewage Treatment..... ❑ Fire Line.... ❑ Water Meter Refund/Billing: Name Doak Homes Inc. Day Telephone: I i. I Mailing Address: Bi Wen WA 9814 j — City Slate Zip sr�`�i>>:• 1 , I t+pplicationskpcnnit application (1 -2003) 1/2003 Page 3 Z �Z W UQ CO CO W W= ` J � W O g L J a to = CJ FW Z F- Z0 W LIJ �O O N. D t-- W UJ t— U W Z 111 CO U X . O Z Scope of Work (please provide detailed information): I`0/`G49 )r`*' A c`'E'?' co^ fMECAANICAL PERNIIT -YNFORMATIgrV -- 206=431- 3670 MECHANICAL CONTRACTOR INFORMATION Company Name Doak Homes Inc Mailing Address 11812 26th Ave SW rIa WA 981 City State Zip Contact Person: Darryl E. Doak. Sr Prey... Day Telephone: .206 j E -Mail Address D H omes, Inc. Fax Number: - cf�,' ? Sys Contractor Registration Number: 04411,E,+ d L ? Expiration Date: 0 8 "O — .2, p0 S' * *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): $ Scope of Work (please provide detailed information): Use: Residential: New ....E' Replacement .... n Commercial: New .... E] Replacement .... M Fuel Type Electric ..... E] Gas .... a' Other: Indicate type of mechanical work being installed and the quantity below: Unit T e Yp Qh' . nit 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 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent t Hood / 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator— Comm/Ind Z, PERMIT APPLICATION:NOTES Applicable to' all peri<uifs= inc "this'applrcation 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. BUILDING OWN R ATUrD lvG ANT: Signature: �- -- I I Date: 1 / 1. 11- titl:. Sr. Pr esident Print Name: voiik Hoines, Inc. Day Telephone: S dC D oak Homes, inc. Mailing Address: 18 26 Ave SW City State Zip Burien, WA 98146 Date Application Accepted: Date Application Expires: I Staff Initials: 1-2- -45) - 7-20- 0V Z0_*_ \applications \permit application (1 -2007) moos Page 4 Z ;F— Z �W QQ JU L) 0 to co W J H LL w J LL Q N � = a W Z= H HO W ~ W U� ON � H W U. — O — Z 111 v C0 O Z PUBLIC WORKS BULLETIN 1A D of -W O' T TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adiust estimated fees PW Type C permit fees are calculated. PW collects an Application Fee when the application is submitted and a Permit 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 250 2. Enter total cost for each improvement category: A. Water �G 60, B. Sewer RECEIVED C. Storm water ` g d 'S b o Iti r OF TIJKWII q • �ti t+ cb D. Roadway Improvements -_-° �?�`JS �.. E. Total Improvements (A +B +C +D) ' PERMIT CENTER - ,•--- 3. Calculate improvement -based fees: 25 F. 2.5% of first $100,000 of (E.) G. 2.0% of amount over $100,000, but less than $200,000 of (E.) H. 1.5% of amount of $200,000 of (E.) 4. TOTAL PLAN REVIEW FEE (F +G +H) $ �3 (o 3 z �w D JU UO Cl) 113 J � � r� w o 4 J LL Q cl) i �w z r~ r~ O z F- w UJ �o U O -. o� ww O w z U= o� z 1 %3 Alp fit, ' 1 . PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adiust estimated fees S. GRADING Plan Review and Permit Fees $ O Total excavation volume c cubic yards Total fill volume gam' < < 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. - 2!5 , 5' TOTAL PLAN REVIEW AND APPROVAL FEE 8 1 r- DUE WITH PERMIT APPLICATION (1 +4 +5) $ o 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. rd z �z w W� _3 UO CO) J = H �LL w O 9:3 LL. ¢ co = �w z F- F- O z F- w w U� O CO. � H W �I t1. O w z U= O z I PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PERMIT ISSUANCE AND INSPECTION FEE DUE WHEN PERMIT IS ISSUED PW may adiust estimated fees 5 7 "� 6. TOTAL Permit Issuance/ Inspection Fee (F +G+H) $ 7. PAVEMENT MITIGATION FEE 00 s The 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 $ 2 3, 3 Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. UANTITY in CY RATE 50 or less $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 1S 1000, plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1" 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1S 100,000, plus $36.50 for each additional 10,000 or fraction thereof. I r/7- r� ,ED A JA Al 9 0 10J�� ��RM1T C�Nr$R r z Z W u� D 00 moo. J = F- WLL w LLQ cl) = �w Z =. H E- O z H. w U� O N w w, U. O .z w CO) H 3: 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 9. TOTAL OTHER PERMITS (Total A -D) $ ) 0 $ °`� $ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $94 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. - z/ -Z -T/O 9 z ��- Z W u� D 00 �C3 J = �w w 9 - LL V) D i CY LU z� w� w 0 O� � H W W: LLO itl z U CO) O z 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. ADDITIONAL FEES (Total A -H) Allentown Water (Ordinance 1777) Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Special Connection (TMC Title 14) E. Duwamish F . RCFC G. Storm Drainage Mitigation (TMC Title 14) H. Other Fees $ ) 0 $ °`� $ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $94 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. - z/ -Z -T/O 9 z ��- Z W u� D 00 �C3 J = �w w 9 - LL V) D i CY LU z� w� w 0 O� � H W W: LLO itl z U CO) O z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: Address: Suite No: Applicant: 0179000715 Permit Number D04 -014 12220 45 AV S TUKW Status: APPROVED Applied Date: 01/20/2004 DOAK HOMES, INC. - LOT 10 Issue Date: Receipt No.: R04 -00617 Initials: SKS User ID: 1165 Payment Amount: 10,987.45 Payment Date: 05/21/200410:18 AM Balance: $0.00 Payee: DARRY DOAK - DOAK HOMES, INC r TRANSACTION LIST: Type I Method Description - - - - -- Amount ---- - - - - -- -- - - - - -- --------------------------- Payment Check 3862 10,987.45 I ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES 000/322.100 1,374.55 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 SEWER ASSESS- ALLENTOWN 402/379.004 9,461.40 STATE BUILDING SURCHARGE 000/386.904 4.50 WATER INSPECTION FEE 401/342.400 15.00 Total: 10,987.45 \D AL 42044 Printed: 05 -21 -2004 z H Z' �W UO Co LU v7 0 W = u- w O U_ co = H =. I— O w 5 WW H U' LL F_ WZ U N; O Z VIA w .. f9ae Cit y of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179000715 Address: 12220 45 AV S TUKW Suite No: Applicant: DOAK HOMES, INC. - LOT 10 RECEIPT Permit Number D04 -014 Status: ISSUED Applied Date: 01/20/2004 Issue Date: 05/21/2004 Receipt No.: R05 -00351 Initials: LAW i User ID: 1630 Payment Amount: 720.00 Payment Date: 03/10/2005 11:56 AM Balance: $0.00 Payee: DOAK HOMES { t j TRANSACTION LIST: 1 Type Method Description Amount I---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 4591 720.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PW PAVEMENT MITIGATION 000/344.101 720.00 Total: 720.00 0809 03/10 9716 TOTAL 720.00 doc: Receipt Printed: 03 -10 -2005 z W oO V) 0. ca W LL, W 0 (0 d =W z� z �o O CO; 0 F- W W ° _0 111 Z O z k�. City of Tukwila 906 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0179000715 Address: 12228 45 AV S TUKW Suite No: Applicant: DOAK HOMES, INC. - LOT 10 Receipt No.: R04 -00048 Initials: SKS User ID: 1165 Permit Number D04 -014 Status: PENDING Applied Date: 01/20/2004 Issue Date: Payment Amount: 1 Payment Date: 01/20/200411:50 AM Balance: $1 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 1 i i i t + /f +.. 01/22 '710 TO'rA[. 4969-84 doc: Receipt Printed: 01 -20 -2004 z Z W QQ JU U0: co 0 J 3: N LL' W 0 U. 5 CO) = f. WW Z F— 0 z F- U� ,0 CO. W W �0 .. Z'. W U =` O z ................... _ .. .. .. SS INSPECTION RECORD Retain a copy with permit - INSPECTION NO. PER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =3670 Pr ' t: Type of Inspection: dress: ..r Date Called: Special Instructions: ate Want e a. .m Requester: Phone No: 1 I►�q�4pproved per applicable codes. Corrections required prior to approval. COMMENTS: i 7�2 �... r 'I t i t } t f i I i i Receipt No.: Date: Z Z UJI IX JU 0 0. . W W LL; w 2 �. 9 U. N = W Z HO W UJ �p O � H WW S Lll N U O ~' Z I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit b u 5 INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION, 4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 )431 -3670 Approved per applicable codes. COMMENTS: 1 pr ct Type of I ction Addreis. � � Date Called; Special Instructions: Date Wanted: ` a. M ) Requester. Phone No.. - Receipt No.: Date: Corrections required prior to approval. inspect o : Date: 3-- -� ) r-4 , 0 $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z W �U UO CO ❑ co W J H (0 u_ WO J U- Q N� S H= Z �.. H O Z 1—. v �O ❑ H W W. U_ — Z co O Z INSPECTION RECORD Retain a copy with permit Fr I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ' [ -0 IT Type of I�pect' n: l Date Called: Special Instructions: Date Wanted: p.m. Requester: Phone No:� COMMENTS: U J C l i i _b f ALT iL) Cll f ! Z �Z W �U UO CO) I— N LL W O 2 QQ U. N� =d �W Z 3: I— O' W ~ W U� O �. (3 H Ul H C.). ll. O: •• Z W U CO. O Z INSPECTION RECORD r �� Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'ect: Type of Inspection: Add re Date Called: Special Instructions: �C) Date Wanted: I IF a- m. 1 ) 1 p.m. Reque ter: Phone No: FI A . pproved per applicable codes. Corrections required prior to approval. D UI COMMENTS: 5) 12 COY?,� t AAId�Ll t Inspector: �, j Date: -j2- � r Receipt No.: 558.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to seche dule reinspectio Z -Z JU U 0: W �` U) L W 0 J to 0 �W Z ZO W 5 O co O t•- W W H U u- 0 Lll Z U CO O ~ ` Z INSPECTION RECORD Resin a copy with permit _- INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 _(206)431 -3670, Project ZOAK— Type of Inspection. :5 Addre Date Called: v Special Instructions: OT I Date Wanted: a.m. 03 p.m. Requester: Phone No: Approved per applicabletodes. E] Corrections required prior to approval. COMMENTS: L✓= /2'' / V - / Z \j C) 10 � Inspector: Date: Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. a Z Lij CY 0. 1 2 �W JU UO UU J �. W O. u_ Q N � H =. z� 1= o W U O N WW H �: lil Z O Z INSPECTION RECORD Retain a copy with permit � �� R 0 / 1 / INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43,1-3670' Project &6& Type of Inspection: �� ..� / Address: Date Called: Z-2-_2 Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: ) r. Approved per applicable codes. Sp 11 Corrections required prior to approval. COMMENTS: CU L 71 1j J 04 d 11 F] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z JU 00, vi o J �. Lo LL w U - U) �. = a. �W z� t` O z F- U� O N. C H W W LL Z. U= O F.. Z r i / INSPECTION RECORD [ Retain a copy with permit NPEFR INSPE N NO. CITY OF TUKWILA BUILDING DIVISIO Southcenter Blvd., #100, Tukwila, WA 98188 670 Project: Type of Inspection: Addre s: Date ralle Receipt No.: Date: " paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i I Z W W� U O' 0 W = C0 U. lJ.. wo LL Q N =) = C3 �. W Z H. 1- Z H. LU 2 5 U� O Cl). O F- u_ 0 ui Z' U CO) O Z Special Instructions: Date Wanted: a.m. .� .m. Requester: Phone No: Receipt No.: Date: " paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i I Z W W� U O' 0 W = C0 U. lJ.. wo LL Q N =) = C3 �. W Z H. 1- Z H. LU 2 5 U� O Cl). O F- u_ 0 ui Z' U CO) O Z l INSPECTION RECORD. dW t Retain a copy with permit INSPECTION NO. PER O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project % c /' -luy /� �i �( �C' / �yGr_ Type of Inspection: /- U/ Address: ` } s/ Date Called: Special Instructions: Date Wanted: Ca M Requester: Phone No: Approved per applicable" codes. El Corrections required prior to approval COMMENTS: 0 Inspector Receipt No.: 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 UO CO) c): C0 W J = CO) L W O LL N� = a Ir- W Z H H O. Z H W W U� O � W U ' LL 0 O W Z` O ~' Z INSPECTION RECORD I Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 Proj Type,of_Inspectiow --a- �� ►a,r 0-6 L Address. Date Called: j S Date Wanted: a.m. p.m. Requester: Phone No: : Y�IU Date: I �6bj $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: Z .F Z UO N0. J = S2 LL W O LL = to = W Z� W W U� OT � t- W uJ. U LL O LLi Z O Z ..... ...... INSPECTION RECORD D04 Retain a copy with permit t INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 Project: Typ of Inspection: DoaK Ha noe �arfiaJ rm 14�e Approved per applicable codes. Corrections required prior to approval. ENTS Lump Inspector: Date: ) 'L v 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must aid at 6300 Southcenter Blvd:, Suite 100. Call to schedule reinspect! Receipt No.: Date: Z �Z `~ W W� JU UO cf) LU J co U- WO 2 9a co a W F- 0 Z N W UJ �p U .O CO) � H W W LL —0 iii Z N 0 1.. Z r Address: , . , 0 , t A e s Date Called: 12-1-04 Special Instructions: /� Date Wanted: � � O a.m. .m. Requester: Day- Y l Dora r- Phone No: 206 2-Z 0O Approved per applicable codes. Corrections required prior to approval. ENTS Lump Inspector: Date: ) 'L v 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must aid at 6300 Southcenter Blvd:, Suite 100. Call to schedule reinspect! Receipt No.: Date: Z �Z `~ W W� JU UO cf) LU J co U- WO 2 9a co a W F- 0 Z N W UJ �p U .O CO) � H W W LL —0 iii Z N 0 1.. Z 1 J r-- INSPECTION RECORD (� Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 N )6)431 -3670 Rre'ect: Typeof In pection:. , �° 1 -0 )1 c Inu e 1 6b C, r� Address: fl r Date Calle ' h tJ Sp cial Instructions: ate Wanted: ( a:m p 1, . S c) +r. Requester Fl Approved per applicable codes. 0 1 --1 - - Corrections required prior to approval. COMMENTS: I , �° 1 -0 )1 r h �` ► uy. Inu e 1 6b C, r� S c) +r. 2. - f r P r anA W" r VIA. el I' h P sQ u A Ik-e r P n -klsL_ r^ W Q vx 6t �62A AV'\1 IA101 d Mo k A 4CA 'O— A A) �A, A OVA k l4e , m s !2f nspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. teceipt No.: Date: Z �Z W �U UO CO 0 w� NLL W O LL Q co = H W Z F- F- O W W W U� O � 13 H WW LL Z W H =. o � Z INSPECTION RECORD Retain a copy with permit � 0 ( INSPECTION NO. PER O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 43 -3670 Approved per applicable codes. Corrections required prior to approval. Proj o Type of 7 Ins ection: 1 �U� Addrless: lS Date Called: , 1 q — --` Special Instructions: Date Wanted: a, p.m. Requester: Phone No: Inspector r D '4 Receipt No.: Date: $47.00 REINSPECfION FEE REQUIRED. Prior to`inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z QQ 2 Z W. JU U O" N a J 0� W O 9-5 U- cf)O = W Ir _ W O v ° LLI O CO), ° F— W w U- 0 iii Z Z - INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE MI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ect: _ `O Type of Insp ction: '4)ek I � 1 6 &f_ 4 A ess: q 5- , Date Called: Special In tructions: V Date Wanted: m p.m. Requester: Ph _•' Approved per applicable codes. Corrections required prior to approval. I COMMENTS: a Inspector. Receipt No.: Date: 7 F1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z QQ SZ � W� 00 CO 0 W = J CO LL W O. 9 _j LL Q c 0 = F. W 2 ` Z� H O Z H 5` U . O UY 0 F- WW Z; N Z INSPECTION RECORD I Retain a copy with permit INSPECTION NO. PER IT CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1- Prote Type of Ins fiction: ` Ad r Date Called: j o Special Ins ructions: } Date Wanted: a.m. Requester: P one No: -�. go a Approved per applicable codes. � required prior to approval COMMENTS: 1 �1�,SvI S P YP % K<, t r-A ^ CA LD vr-- r eA t j -p 'SO 4 U 1 h h U Ci h I Ir O V $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z Z W 00 Co a W = co LL w J LL ?. = �W z� z° �5 U� O N 0 H WW 0 UN 1= _ O z INSPECTION RECORD Retain a copy with permit ( L4 INSPECTION NO. PE N S� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 006) 1-3670 ct: Type of Inspection: ` io , \4 L� e Date Called: 1 A O /V/O 5pecial instructions: Date Wanted: a..m k h V. M. I t ` Requester: one No 0 required prior to approval. Approved per applicable codes. 4. COMMENTS: ` io , \4 a v-, O W ct S UIS 11 r\ ti JIV vX `4- A vl -e Ac 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z Z� F- Z'. W JU 0 0 W =. �I wo 2 U - _CY W ZF ZO UJI W . U C) :0 It- W W `. U — Z L11 U_N_ I` 0 .Z r DO INSPECTION RECORD r '67 Retain a copy with permit 0/y. INSPECTION NO. PE 0 CITY OF TUKWILA BUILDING DIVISI _ M 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431-3670 ect: 1,e of Inumtion: _ tot () fate Called: / ( / /04 Special Instructions: g Date Wanted: J3" 10 p.m. Phon 11: u)319 k - Inspect gm-- : �)- �oL $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 00. Call to schedule reinspection. Receipt No.: Date: Z W -3 0 L) 0 Cj) Cf) J S2 LL, WO 2 � 1 9 75 LL Cf) CY UJ Z 1-- 0, z �- Ill UJ 5 N. 0 0 1--, WW M U- O. tii ZL U) M. Z INSPECTION RECORD Retain a copy with permit. — o INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 o: Approved per applicable codes. O Corrections required prior to approval. Project: DoW-- Type of Inspection: Address 22 � Lt5 I Date Called: ( ( J Z o Special Instructions: Date Wanted: ' t a.m. ( p.m. rJ Requester: DOAK Phone N COMMENTS: ( C rJ �r to .r 1,eQ t r vu .0 At -QA l L I Z- v S qq (. E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z W� 00 N co UJI W = rn LL, w 9:3 LL c a = W Z� U� 0— co C1 H W W — Z 111 co ". Z C/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER IT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6) 31 -3670 Project: Type of ecti Addre s: Date Called: Special Instructions: Date Wanted: A Requester: Phone No: inspector: �f vase: et $47.0 EINSPECT N FEE REQUIRED. Prior to inspection, fee m st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4- Receipt No.: Date: .., . �.... .. ;� ., ,.. ,.; ... /; :;' Z Z iH W � JU UO Cl) 0 J � �LL W� J' LL j co) d = W ? H H O Z F— W 5. U O Cl) 0 H W W U LL O .. Z W Z a Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit -S INSPE N NO. PERMI N CITY OF TUKWILA BUILDING DIVISION a 6300 Southcenter Blvd., #100, TukMla, WA 98188 (206)431 -3670 Pro U &"�— Type of 1 pec ion: ('-�k6? l Adds ate Cal Z _ Special Instructions: Date Wanted: m. Requester: P ne No: «�. i L i P 1' ww nL31'sJr a.%. 17v1'0 & L.S. I I wl av IN lot' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. :i Receipt No.: Date: Z Z ' W JU U OC1 W= S2 u_ W g J U. Q. NM = �w l'- O W I—. �5 U O N O H WW U. O • Z W U =. Z INSPECTION RECORD Retain a copy with permit INSPEYrION NO. P N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43.1- -3670 M Approved per applicable codes. M oject: ,� } '(, r Type of Inspection: d I Sl5ecial Date Called q 0 Instructions: Date Wanted: M p.m. Requester: 4 A A,/'(i �. �RCCClil� IVV.. ILJdIC. I � • Corrections required prior to approval. 2 �Z W ,J U UO. 0 ca W W= J I- S2 LL WO LL ?. to = W Z_. Z O. :3. U O N, 0 I— W W �U u. ~O Z U= Z I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit���� QrL INSPECTION NO. PE T CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 5 Proje alc T0`P Type of Inspection: Address: 9 A Date Called: �1 Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. O Corrections required prior to approval. i t Inspector. Date: y 2- 3_0L+ Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 i Z UO U13. co W N u.. wo LL N Cli = w H ZH Z �. 5. U� Off. D F—. 2 U. Z UN O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO, PER"19 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (+26) -36 70 Pr ' ct: 11 TYN Inspe ction: I [Ala 121 A ress: I Spe c ial Date Called: Instructions: Date Wanted: P.M. Requester: 1 P one ) r s I A---4 — —11— rk�' kl. —4— rartinnc ram tirati nrinr to nnnrmini is 41�� I ,. i . . E. COMMENTS-.,..-,. MEMORY 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.: ate: Z W 0 O: (1)0 (0) W. W LL WO 2 � 9 Ei LL Cf) CY W X ZZ P; W� LLI O N Lu 6 LL 0 z CO) 0 Z. INSPECTION RECORD L / Retain a copy with permit Q) INSPECTION NO. P jET N i. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 4 -3670 Pr P * ct* ion: lb "A fig Date Called: V �� A D /04 - Special Ins Date Wanted: M . Requester: PhoDe No: k - . Inspector: ) I 2�A-u , ate* 9 — 1 F $47.00 REINSPECTION FEE REQUIRED. Prior to inspection , fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: 7: 00 (no CO) LLJ W J S2 LL WO U- CY W 0 W �- ,W W CO 0 �W LU 3: Z. ) I-- O LLI Z CO 0 INSPECTION RECORD 41 - Wain a copy with permit 01 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C,0nXAe+ f fat, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: oaX R omes Type of Inspection: -U— Address:t,2,Z0 46;,, D ate Called : 6� 15 Special Instructions: o Lof i Date Wanted: 6- 1(0-C)q a.m. (rm- Requester: Dayryl DooX 1. -- Phone No: 206-- 372-ZZB D irApproved per applicable codes. Corrections required prior to approval. 1COMMENTS: Date: I Receipt No.: F $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z QQ Z UJI JU 00. U) 0 LU co ILL 0 -J LL < N =) CY U Z �- 0 z �- W LLJ 5: N. 0 W LL O� z CO) O Z ` r INSPECTION RECORD � Retain a copy with permit INSPECTION NO. PERM a CITY OF TUKWILA BUILDING DIVISION J 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. ect: � a Typ of Inspection: A es.A ao , ! 1i► _ Called: � a? b Special Instructions: I Date Wanted / a.m. G � / Requester: I i F �j Z Z' '~ w �U U IM U U. J = S2 LL w O 2 �, U? = co CY w Z� ZO 5: U C3 O W w. r U liJ Z O F.. Z ` 1,!�SPECTION RECORD P Retain a copy with permit 'INSPECTION N0. PERMIT �J.,�Q CITY OF TUKWILA BUILDING DIVISION �,. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 eect: Type of Inspectio s •r a � � w Date Called: Special Instruction a' A i � `t" oo Date Wanted: I a.m. Re ueste q f �')- Pho a No: _ 2'��� Approved per applicable codes. Corrections required prior to approval COMMENTS: f 5 P + � w F i Inspector I K" I , _ O L Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i } t . a, f i l } � I i i f � t i- I' i t Z Q � W; W� JU 0 U U. J H �L w �Ei LL C O = W Z� Z� W Uj vo O N . o�- Ww f- U W0 lli U =. ~O }" Z F54" X 5'SADDLE SECT WIZ HOLE 'E ilo VISION 36 ">a CO 35"a CMP 42 SADDLE: 42 "SADDLE +43 ' 3/4" } +43 3/4" 4" HOLE 1 18''0 CMP 24 "s HOLE +38 3/4" r j L Vr' WvUmIFTAL d APPROVED 0 APPROVED), NOTE COMMENTS 7 COMMENTS ATTACHED; CONFIRM Q COMMENTS A77ACHFD, REVISE AND RESUBMIT FST WIRND ' 00SET WITHOUT JOINT NO JOINT ON SPIGOT END 38 SHIPPING MATERIAL 1 W54" X.. 'S', SADDLE SECT W/O SPIGOT JOINT 1-54" FST Wf RND OFFSET W/O JOINT CONTRACTOR: +J� h . - L:l PROJECT NAM E54"X .I'SADDLE SECTI DATE DRAWN SALES PERSON ' DRAWN 8Y DAL_! RECEIVED r.ITY OF TI IKWII A DEC 2 7 2004 PERMIT CENTER Rev �- DEPT. INITIAL DATE CORING W MUCTURE:54 "X3' S--SEC 54 Mow; DRAWING I FOG�TIT5 14097 P SALES ORDER # S01 4 7 SHIPPI PLASTIC STt S ONI`31I1 - 903 OOOSSEE90 GEI-E9 z �Z �w QQ JU UO to p LL w 2� � =W �- _ Z� W LLJ U O N p H WW LL' O . Z. W L) O F.. Z .i HOLE 1 18''0 CMP 24 "s HOLE +38 3/4" r j L Vr' WvUmIFTAL d APPROVED 0 APPROVED), NOTE COMMENTS 7 COMMENTS ATTACHED; CONFIRM Q COMMENTS A77ACHFD, REVISE AND RESUBMIT FST WIRND ' 00SET WITHOUT JOINT NO JOINT ON SPIGOT END 38 SHIPPING MATERIAL 1 W54" X.. 'S', SADDLE SECT W/O SPIGOT JOINT 1-54" FST Wf RND OFFSET W/O JOINT CONTRACTOR: +J� h . - L:l PROJECT NAM E54"X .I'SADDLE SECTI DATE DRAWN SALES PERSON ' DRAWN 8Y DAL_! RECEIVED r.ITY OF TI IKWII A DEC 2 7 2004 PERMIT CENTER Rev �- DEPT. INITIAL DATE CORING W MUCTURE:54 "X3' S--SEC 54 Mow; DRAWING I FOG�TIT5 14097 P SALES ORDER # S01 4 7 SHIPPI PLASTIC STt S ONI`31I1 - 903 OOOSSEE90 GEI-E9 z �Z �w QQ JU UO to p LL w 2� � =W �- _ Z� W LLJ U O N p H WW LL' O . Z. W L) O F.. Z FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not author ize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. By Date Permit No. WOR UT SISAL \� J11f�"�� W1 Pl u g ^ o,u OIL SEPARATE PERMIT REQUIRED FOR: 4MECHANiCAL (ELECTRICAL 41PLUMBING jeGAS PIPING CITY OF TUKWILA BUILDING DIVISION zo � vio 11 0 7 0) 1) W 1144 A I A z '�. w � aa g. JU U o . N C0 z' N U_: w o �a =j. U. cf)d Z �. �- o w� g UJ; CO U� =W L L z ui o ~ z f f f1; P terior for Ith ugated exterior for added Irs, from 4" to 36 ". N -12 is signed to give excellent tth H2O and E60 live loads :et. In field research, tests I fill heights of more than i i o s t .. TM S Nj e I tr PAY Smooth interior for superior flow N -12 is the large- diameter, corrugated polyethylene pipe that meets the most demanding hydraulic requirements. N -12 is available in diameters of 4" to 36" and is manu- factured with a smooth interior to provide maximum flow capacity. So it's ideal for storm sewers and other applica- tions where optimum hydraulics are essential. CORRECTION 1 TPH S The unmatched properties of polyethylene pipe ADS N -12 possesses durability that is unique to ADS large- diameter polyethylene pipe. Manufactured with High Density Polyethylene (HDPE) resins, N -12 is highly The highest standards of quality and performance Advanced Drainage Systems is the nation's oldest and most experienced maker of polyethylene drainage prod- ucts. Over the years, ADS has pioneered many of the advances that have become industry standards. At its more than 22 plants across the country, ADS maintains a comprehensive quality control program that extends through every stage of production to ensure that its poly- ethylene products meet applicable ASTM and AASHTO standards. Today, Advanced Drainage Systems is America's leading manufacturer of quality corrugated polyethylene pipe and related products. Ever- increasing numbers of engineers and contractors are choosing ADS pipe for use in indus- trial, mining and public works projects— the toughest of applications. N -12 delivers all the quality and performance the industry has come to expect from ADS, and puts it to work in storm sewer and other applications where hydraulics are impor- tant and durability is critical. �s q-01(t resistant to Recommended Use pH Range chemical attack - __ - - . — and corrosion. Corrugated Steel Pipe An inert material, polyethylene is '+ 'etrl oricytP,��p', immune to galvanic and electrochem- ical effects, and is unaffected bysoils or effluents with a ph range from 1.51o14. Durability studies have shown N -12 to be significantly more resistant to abrasion than traditional materials. In Average Abrasion Values 9 ; oftens successfully lly i oftensuccessfully replaced conven- 3u tional materials ::. which had failed due to extreme MOW abrasion. This �!• ^c dt! has made ADS pipepopular as a liner to restore deteriorated metal culverts. The highest standards of quality and performance Advanced Drainage Systems is the nation's oldest and most experienced maker of polyethylene drainage prod- ucts. Over the years, ADS has pioneered many of the advances that have become industry standards. At its more than 22 plants across the country, ADS maintains a comprehensive quality control program that extends through every stage of production to ensure that its poly- ethylene products meet applicable ASTM and AASHTO standards. Today, Advanced Drainage Systems is America's leading manufacturer of quality corrugated polyethylene pipe and related products. Ever- increasing numbers of engineers and contractors are choosing ADS pipe for use in indus- trial, mining and public works projects— the toughest of applications. N -12 delivers all the quality and performance the industry has come to expect from ADS, and puts it to work in storm sewer and other applications where hydraulics are impor- tant and durability is critical. �s q-01(t NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THA ' ' ' ' ' 1. 1 ' i ; THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. , ____ - - - - - - - - __ __ - - - - __ - - . — — d T echnical Data Concrete Pipe' Corrugated Steel Pipe' .011 -.015 .022 -.026 .011 -.015 .022 -.026 .011 -.015 .022 -.026 .011 -015 .022 -.026 .011 -.015 .022 -.026 .011 -.015 .022 -.026 N -12 Fabricated Tee Fitting N -12 Fabricated Elbow Fitting ' .�� Z W JU 0 Cl) 0 CO W W = F- N LL WO Q � Q LL Q ND 2 F- W Z F- F- O W �5 U� O� o F- W W HF- 1L O .Z w U= O Z (Feet /Foot) .5 Specifications an Applicable Specifications and Installation Guidelines 1. ASTM F 405, Standard Specification for Corrugated Polyethylene Pipe and Fittings. 2. ASTM F 667, Standard Specification for Large Dia- meter Corrugated Polyethylene Pipe and Fittings. 3. AASHTO M 252, Standard Specification for Poly- ethylene Corrugated Drainage Pipe. 4. AASHTO M 294, Standard Specification for Corru- gated Polyethylene Pipe, 12" to 36" diameter. 5. ADS Installation Guidelines for Culvert and Other Heavy -Duty Drainage Applications. ADS corrugated polyethylene pipe is a semi -rigid conduit. When properly installed, ADS pipe has excellent compres- sive load bearing strength. It is suitable for use under H2O and E80 live loads, or with fill heights in excess of 50 feet. (For fill heights greater than 60 feet, ADS regional engi- neers are available for technical assistance.) To ensure maximum performance, ADS pipe should be installed in accordance with the following recommendations: ADS Pipe Hydraulics 200 0 U) CU 100 d d U_ U :n U 0 24" Diameter Installation Recommendations 1. Crushed stone, gravel or compacted soil backfill material should be used as the bedding and enve- lope material. 2. The corrugated pipe should be laid on grade, on a layer of bedding material. If native soil is used as the bedding and backfill material, it should be well compacted in six inch layers under the haunches, around the sides and above the pipe to the recommended minimum height of cover. 3. Either flexible (asphalt) or rigid (concrete) pavements may be laid as part of the minimum cover requirements. _ '4. i e co h '' itions and availability of beddin' g St rid y .,: •. often dictate the type`of..installati6i j' h thoc `used::, 5. The load bearing capability of flexible'conduits,is dependent on,the type'.of backfill material • used • and the` -*:' degree of compaction achieved: Crushed stone'and;, ;.i,.! ...: gravel b:ackfill.materials typically reach a compaction , `: level of 90 =95% AASHTO standard density without compaction..When native soils are -used as 1ackfill material, a compaction level of 85 is required:.This is? the same minimum compaction that is recommended by all drainage pipe manufacturers and can be achieved by either hand or mechanical tamping. Two types of installations are recommended for . H -20 live loads —the heaviest legal highway loads. These are the trench and open ditch installations. The minimum height of cover recommendations are the same for both conditions. ADS Recommended Manning's "n" For Design Pipe ADS Corrugated Diameter Polyethylene ADS -N -12 Polyethylene 4- 6- 8- 10-12" .018 .010 15" .018 .010 18" .020 .010 24" .020 .010 — 30" .020 .010 36" .020 .010 'ASCE Manual and Report on Engineering Practice #37 - ' 4u` � � �7�eyriia "� ...�i= �E:S.''R`c." -".'- �',.w;}�:;'y ..,s�•;..- - ..;.57 -� ADS N -12 Pipe Stiffness Pipe Diameter Minimum Pipe Stiffness Pounds /Inch /Inch 4 -6 -8 Inches 50 10 Inches 48 12 Inches 45 15 Inches 42 18 Inches 40 24 Inches 34 30 Inches 28 36 Inches 22 , •• *.� !y ++'• ,..y .r Ni .��.. w.•. an n.. � ?ti � j. � 71 Weight Compariso Pounds /Lin Foot Inside �- Diameter ADS Corrugated Clay or Corrugated (inches) HDPE Pipe Concrete Metal 10" 2.0 50 9.0 12" 2.5 79 10.5 15" 3.1 103 12.9 18" 6.6 131 15.8 24" 13.8 217 19.4 30" 18.0 384 30.0 36" 22.0 524 36.0 z }= Z �w �U UQ w= H 0 ILL WO LL. ¢ = �W z H F- O z l` W W U� O - 0t- WW H FU-- U. O z U= o z .02 .05 .1 .2 Slope J 1 - I I City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Ntkt 1908 Z January 4, 2005 �_- w u� D . Mr. Darryl Doak, Sr JU U 0 ; Doak Homes Inc. w w 11812 26th Avenue SW f- Burien, Washington 98146 N u- wO RE: CORRECTION LETTER #1 to REVISION #1 Development Permit Application Number D04 -014 u- D N Doak Homes -12218 45thAvenue South - Lot 10 CY = w Dear Darryl: O This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. Z �- 5 All correction requests from each department must be addressed at the same time and reflected on your drawings. I v o have enclosed comments from the Public Works Department. At this time, the Building, Planning and Fire Departments O— � H have no comments. w w �U Public Works Department: Dave McPherson, at (206) 431 -2448, if you have questions regarding the u.- attached memo. ili Z. U= Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or p F--i other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other Z. documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person: and will not be accepted throueh the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D04 - 014 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 e Fax: 206 - 431 -3665 1' r J CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS DATE: December 29, 2004 PROJECT: Doak Homes, Inc. 12218-45 1h Ave. South (Lot 10) PERMIT NO: D04 -014 PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions regarding the following comments. 1. REVISION #1 IS FOR A SPECIAL ORDER TYPE 2 - 54' STORM DRAINAGE CATCH BASIN, TO BE INSTALLED AT THE INTERSECTION OF 45TH AVE. SOUTH & S. 122ND STREET. PER RYAN LARSON, P.E., SENIOR SURFACE WATER ENGINEER, THIS CATCH BASIN CAN BE ELIMINATED AND INSTEAD, MAY INSTALL A TYPE I CATCH BASIN. THE DETAILS FOR THIS WORK TO BE DISCUSSED WITH THE OWNER/CONTRACTOR, MR. DARRYL DOAK, PRIOR TO CONSTRUCTION. Z J U: U0 N w= J f- C U w O'. U- a. W �. = Uj z� f- o. z �- U� ON o�- W ui u. O. z U =` o - � z PLAN REVI BIV/RO U T1 N G SLJP ACTIVITY NUMBER: D04 -014 DATE 01/11/05 PROJECT N AM E Doak Homes— Lot 10 SITE ADDRESS 12218 45 Ave S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 t0 X Revision # 1 After Permit Is Issued DEPARTMENTS Public Works E te r. Permit Coordinator 0 l0. DETERMINATION OF COMPLETENESS (rues, Thurs.) DUE DATE 01/13/05 Complete Incomplete ❑ Not Applicable ❑ Comments: Hermit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials TUESfTHURSROUTI G: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS DATE APPROVALS OR CORRECTION & DUE DATE 02/10/05 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS DATE Fbrmit Center Use Only COITION LETTERMAILED: Departments issued corrections Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials Documenlslrouting dip.doc 2 -2"2 z 3: 1-: W QQ JU UQ N J H Ln U- W } �J LL Q �W z �o z �- w w U� oN 0 H w X w U ~ O ..z w CO O Z . Building Division ❑ Fire Prevention ❑ Planning Division t PLAN RB11 B/V/R0 U T1 N G SLlP ACTIVITY NUMBER D04 -014 DATE 12/27/04 PROJECT NAME Doak Homes STEADDRESR 12218 45 Av S Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # XRevision # I After Permit Is Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works D ral ❑ Permit Coordinator FM (Z_y� DiEll'119MINATION OFCOMPLUENESS (Tu Thurs) DUEDATE 12/28/04 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 TUESITHURSROU NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIBIVER S IN ITIALS D ATE nw 1nUT inr i z Imo j- w � �U vo wi U- ua 0 U. ?. D �. =w F- _ z F- z° w W U ON 0 I-- w W F� LL o .z w co O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -014 DATE: 01 -20 -04 PROJECT NAME: DOAK HOMES -- LOT 10 SITE ADDRESS: 12220 45 AVENUE SOUTH Original Plan Submittal — Response to Correction Letter #_ _Response to Incomplete Letter # Revision # after /before permit is issued DEPARTMENTS: /j D a wc, on Fi I venAM 2'`r" C �� L r - e �Pre Plan ing Division Public Work ©' J r, 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: TOES /THURS 7UTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions [ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 02 -19 -04 Not Approved (attach comments) ❑ Documents /routing slip.doc 2 -28.02 PERMIT COORD COPY z �Z �w QQ JU UO N J� WL w a U_' a �D = F - w z w� 25 U� ON o ff WW F_F L' O z W CO) O� z PROJECT NAME: ;�� ► ��c{: Nc�1eS PER►'' Site Address: Ids Ik 515 Original Issue Date: REVISION LOG Revision I Date Start I Date 5 No. I Received I Initials Issued Iinlc /a /0 Summary of Revision: ,► - f ` e tl stree ofi�td "tU 0 ' i e 6, r O `r Received By: tpiease prim / Revision No. I Date Staff I Received ; Initials Date Staff I Issued I Initials Summary of Revision: " Received By: (please print) Revision I Date I Start I Date I Staff No. Received Initials Issued Initials Summary or Revision: Received By: (please print) Revision No. Summary of Revision: Date Received j Staff Initials I Received By: (please prinil I Staff Initials (please pnnO z Z il— w � 30 UO N C0 w J H S2 LL w Q Cf) 0 T �W z I— O z H• W D O- OH W S t` LL 0 lli U =. O ~' z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 — Plan Check/Permit Number: 0/ ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # - ❑ Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: wr Project Address: / ,2-2 S;' 4/ Iz 1;-v e S . Contact Person: 1 / QaA-k , �,'� , Phone Number: CM 3 72- - 2 S�-'Q Summary of Revision: S 1in �"2 :— vr1,rp O 2 !v" , aOk121 RECEIVED CITY OF YUKW{L- j A 1 - 9 2005T PE RMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [� Entered in Permits Plus onL� pp ications orms -app wagons on lineVevision submittal Created: 8 -13 -2004 Revised: Z Z JU UO 0 CO) = CO U _ w O U . CJ) = �w Z� ZO W U� O N OH wW LL O Z CO U— E- H z City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: httn: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVIS .ION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1--4 _z 7 - b '7' Plan Check/Permit Number: ,)) 0 61 0/ 5�' ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # /-� after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: f Z Z / $ `?' 4 e S . Project Address: Contact Person: �Jsf /c �'.� . _ Phone Number: 206 ? T-> — 22 fie' Summary of Revision: :Z� oG 2 y ' er 4,; /Av cA c DEC 2 7 2004 DE 2 '1 200 z 1 t QY 2 . J U. UO W = J � co u_ w J lL Q �D = �w z� F- O w 5. U� O� o�- w LL O w z CO) O F- : z City- A Tukwila S teven M. Mullet, Ma or Department of Public Works James F. Morrow, P.E., Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.its WATER METER INFORMATION Parcel No.: 0179000715 Permit Number: D04-014 Address: 12220 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 416 SF ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE SYSTEM INCL. INFILTRATION WITH OVERFLOW TO NEW DRAINAGE SYSTEM WITHIN 56TH AVE. SOUTH, SAN. SIDE SEWER, PERM. WATER METER INCL. SERVICE LINE, DRIVEWAY ACCESS, AND UNDERGROUDING OF POWER. SEE D04 -014 (LOT 10) FOR EXTENSION OF PUBLIC STORM DRAINAGE SYSTEM. METER #1 Water Meter Size: Quantity: Water Meter Type: Work Order Number: Connection Charge: Installation: Additional Install Deposit: Plan Check Fee: Inspection Fee: Turn On Fee: Subtotal: 0.75 1 PERM N $0.00 N $0.00 $0.00 Y $10.00 Y $15.00 N $0.00 Cascade Water Alliance (RCFC): N Y TOTAL WATER FEES: $25.00 $25.00 $0.00 $0.00 $0.00 doc: PWWATER D04 -014 Printed: 05 -21 -2004 METER #2 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 METER #3 0 0 0 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Z w JU U O: N o J � Co w w O 2� 9—J. U. co = w Z t- O Z F- w Do O �. D H- w w F- U LL 0. UCOY z r Indemnification and Hold Harmless I �1 •I T \ I and hermit 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 j J U . 00, Co o J � Co LL WO J U. Q' _ Co W ZH �- z !— U� O to � H 111 W . Z: LIJ U CO z IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this day of 5 , 2004. Autho ized Signature Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I. certify that I know or have satisfactory evidence that D rr / E. Doak Si is the person who appeared before me, and said person acknowledged that heAhe signed this instrument, on oath stated that he/4t-- was authorized to execute the instrument and acknowledged it as the Preside it of Do a k A ome -s. Sn , a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated l► a w 1 200 4 AGE A. DF� r \, C �, P •\ss,oni F �- A i ce, A - D e ac NOTARY m• i i Notary Public in and fbi the State of Washington i Cn : ; residing at Renfoh ��� P LA3UC 10 My appointment expires 6 - / 6- O y i��ct•. 6 16. •� Z — Z ` W 0: 2 W D. U U o W J f.. co LL WO LL U� = �W Z �. �O z� 2 5 D0 co O WW O w Z U N' z -- 1 DATED this day of , 2004. GRANTEE: CITY of TUKWILA By: o-a 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. D����t t r C �) tON F 11 Name Alice A De i :•o NOTARY (seal) j : v i NOTARY PUBLIC, in and for the State of �j PUBLIC i le �I� '•., 6,16 Washington, residing at Re V )+0r) My commission expires: �— 1 — Q 4 Z '~ w JU v O: CO �. W =� J H CO) LL W O U. �d �w Z zo 2D D O N. o I. W W U —O ui Z O Z Re `iential Sewer Use Certific - "ion (To be completed for all new sewer connections, reconnections, or change of use 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 M tce 1 (Last, First, Middle Initial) Property Tax I.D. Number C> / 'Z 2 - G> 7 Subdivision Name Xf r�G ,= ,g ` Subdiv. # Lot # /l.% Block # w Building Name (it applicable) Property Street Address City, State, Zip Owner's Mailing ((( �� ' ��� ... Address 1 / i J (If different from , above) �7i / /^ /'yl ' ll,% ��,' Owner's Phone Number / -l•.- -, S7 ` Property Contact Phone Number Party to be Billed (if different from owner) Party's Mailing Address City or Sewer District i t .! �h Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes MNo Type of building demolished? Sewer disconnect date? For King County use: Account # Monthly Rate Six Month Due 1 fr , ti�l. Z Residential Customer Please check appropriate box: Equivalent (RCE) tQ Single- family 1.0 ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3 -Plex (0.8 RCE per unit) 2.4 ❑ 4 -Plex (0.8 RCE per unit) 3.2 ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = 0 1 4 ❑ Mobile home space (1.0 ACE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I 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. 9 Owner/Rep t<- �z�..,C�l'�.�:1.: �• r >' Si nature of Date Print Name of Owner /Representative 1057 (Rev. 8/01) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer z Z oC � �U UO N co W W = H CO U WO U Q W :3 = t— W Z H UJ W 5 O ^— J U� t» a 1— W LL — 0 Z U= O z • & some ' 1 1 • �, '� VENTS Pm U.P.G. 2• HOT WATER TANKS °SNA�:L LSE SIZED BY INDUSTRY T. g j AlR9�jAN]2 ! �7.UA RVR Aljmq TiLAT'ION I R A 6 Ef t ERAL. NOTES • .. . � STAND��RDS I�OR PROPOSE' Vae AND BE L,AF3ELED SID AE 3TA�IZWAY WIDTH OF 36" 1r11NIMUM FUSER E'ER VIAQ 1c;T11 I P BEAMS 94ALL. BE gpiKED T06M RS 1• � G1D � 8' AND �� • a. 1�iUL.T1 2X BU LT-�1 NAEGA AFTROVED. �NEI6HT OF 8 MAXIMUM, MINIMUM TR LEN6TH OP 1. INTEGRATED MOLE HOUSE VENT 5Y5TIM POFt THEI CONTRACTOR *HALL VtVJFY ALL EX511NO SITE VNI.E55 NCgW, USE 10d NAILS • 12" O•G. STA66ER!V- S• FLOYV IRATE3 TO COMPLY WITH WAG 51-46 5 WTION ,A 3/8" MAXIMUM VARIATION- INTERMITTENTLY OPERATED IN 'TLC PORGCD AIR DITIONS FOR GOMPL•IANGE MTH PLANS AND S. SOLID BLOCK YV 2X • MIDPOINT Or O'V@� 10 402�O TOILET''.S: 1 •b 61°PIM V, 5N : �• GPM(MAX), " . 2• STAIRWAYS < 44 IN YVIDTH MAY HA1/E ONE HANDRAIL HEATING SYSTEM. i 1�,rG FwAT1oN5. SITE CONDITIONS INCLUDE, SOIL, Pte•, BELOri BEARIN6 PARTI'fIONg LAIC TO . Or06RAPHY, REOiIlIRED SETBACKS AND i1 APP'L.IGA13LM •J015TS AND • °SUPPORTS. LAVATORIES/I 2.5 6P�i�T�/VV. �uNU:ss BOTH SIDES ARE OPEN. A. 50URGC �'CGII�IG VENTILATION RCG'�IJIRCMESI'T"' $, PROVIDE SEISMIC STRA►r�5 A PitE°iSURE R 3, NANDRAII.g SHALL Be PIAGED 34' TO 35" O><I' H05 1. E)WAlJ3T !'AN REQUIRE'MENT'S: BATHROOMS, LAIJNDRIlm EN°SIONS or exis" 1N6 STRUGTLIRE°S AND THEIR f C DIM b. P4000 EN'T'eRINcS► GONC.RETE OR MASONRY SHALL VAL /ft(pL.Ut4BE D TO OVT3IUC) AT HOT YNATER TANKS. AND 3PAGED 1 -1/7 MINIMUM OFF WALL P4TH A 1.1/x' TO �" AND l�tl7. AND POYVDP.R p:00M3 vl'•I/�L.L HAVE MINIMUM SO GF1r! • ' .2'S TRIJGTURAL AND MCGHANIGAL. GG�MPONEN'?'3. TH13 OI�I°1GE I�IA1�E 1!2" NET AIR3f"AGg AT TOT S , SIDES EF'ARJ�TE PERMIT REQUIRE. pIAMETP.R, SMOOTH 6RA31° AND A� NEWEL OR RETURN /►T rXAZ Bg.ARIN6 1"'A!t'T1'110N3 RAN YV.6. KITGWLNS BALL HAVE MINIMUM 100 C.>sM • .2°S Y�.d�s, ALL Be mowriCV PmoR To WNSTRII 10N O PT �. L.E JOISTS UNDER rAizALL1!L ` R r1 �ID3• � w �� GE HOOD PANS. i :5r.,KWANGIM, AM816UI nft OR OMISSIONS IN TH PANS. AND UNI�tSt YW NDOY`I C.i�IP! LP.9 AT GAAITlLL"V RCD rLOC'�!t - � .- Z. • Y4RITTW4 CIMEN51ONaS TAKE FRECIVMiGE OVER gm7wNS. 1. SHOWERS SHALL. HAVE AN Af"MOVEO HAi�iD. SMOOTH a. PRO'VII7E b -8 MINIMUM N �E �. E�4•IAUST L7VGT I�'tL'GXJIRE�CNT'r5: Z7UGT5 TO BE • • BAG i'1.AN Or!" ALL AND INATL!R l�E31','STANT StJRl��1✓'•C T4 I� HEIGHT OF 10" 13TAIR idOSINb. INSULATED TO R-4 IN UNGONDITIONE� 'SI''ACL�i►, BE CC�UI!"}�CD N6 SGALZ DETAILS TAKS PREGEDENCe OVCR B. rfRESTOr ma PpAl�T'S�1'Or' TO GUT ,. �►$pVC DRA0"N 11`iI.LT. A . . 15. p'ROVIL7C bU L3 FOR 30" ABOVE 6t�ZADt'. WITH A I�DRAI"T OAMPM'Z!R, T!9'�MIF1A'r'C OVT'bIDE TH i►T1oN Yt GONG HORIZONTAL AND VE�TiGAL C�!''I�iING'J . • 2, P"WOV117E YVJRTL•Rl'ROOl� OARD OK 6LAf MESH O!t ApJAGE�iT 1< , NTH A MINIMUM HEIGHT' OF 3b" AND PSUIL.DINt�► ENV AND COMPLY ATM TAE'SL� 3 "' VIAL CLZV ALL Y40KKMANSHIP MAT MAL'S AND INSTALLED FLOORS, FLO<.�K TO ATTIC, AT 10 INi7RVAL.S A , I�IOR'fAR UNITS BE>'i1Nt7 T11.L' °SHOWeR 3URROV7`lDS. T11.t INTZRMLDIATE BALUSTL'R'.:S OK RAILS SI'AGL� '.S4 THAT I� 4" iGODE. . T5 SHALL MEET OR MGGEED THE AC.CW'"TW HOR ZONTAL BEHIND Yt0 LL 6, AT TOW, BOTTOM AND • INT�USTRY !STANDARDS AND SN AL..L MCCT o1R E?GGEED 1� L 1511285 Or STAIRS. SHOYyIER�s WIT1� A.gr�rz- �ufLT.�AN SHALL Be ,siLLCn AND �r.R� GaNNOT rA� - rHRau�t�. .,. • - � OF Tri LEAK TESTED FOR 12 .' �'ROViDE MILDB^1 RESISTANT a. ENCLOSED ENCLOSED USABLE 5P''AGE;�IDER STAIRS SHALL H/4VE NOTE: IT is BY KIN+�a GOIJNi"1r" TO INSTALL A MINIMUM REG UU MENT°S E W54o•, K5.E.G., N.E.G•,. ai. 61.11 -LAM BEAMS SHA�..L BEAR AJ.T.G. N"aftGT10IN M . • CAULK AT ALL TILE ArC•GEw�:''�C'iF'�1E5. �5 /S &M, TYPE X" P`1FZL"i'ArE.D ON rlAl.L°�i AND SOI'I'iT':5. CENTRALLY LOCATED !�•IOL.E HK71J5C P,X}IAIJST FArI WITH A P.G., U.M.G., AND ALL LI' Lc.�CAL. C. =EST, WHICH STAt4lm AND SHALL BE'. AIN'T - ,- .lURAL • , . F'RO'vIDE f?iRES[.OGKING 111 CON SPAGF� 8 M �E RATING OF 1S AND S��D INb TO SMALL TAKE Mw, -WCP1 NCeC OVWk NOTE, 5FWFiroAll0W S SRAM Y*4Mq& W TO ViCK :• • STAIR ST'RIN6ER:S AT TOP AND BOTTOM OF RUN AND 'TABLE 3-2 `VLA4 AND CONNECTED TO THE AUTOMATIC AND DRANIN603. M • BATH r � $ 3TU6: ALONG AND IN LINE NTH RUN Off 5TA1R5, IF WNTROL TIMER. THIS MLL F<AG1UTATE F:RE�SN AIR . 4. UNLE55 A PROFMSIONAL SURVEY A440HPANICS THE Mg 99 . N..N9Ql 928r2 • I. HINGED °SNOY� • SHALL OM°LN AND . • � RE3 SHALL 8E FULLY TEM OR LAMINATED •THE WALL U1�IDrR THE 5T'AIRS ARM UNFINISHED. pISTRt8UT1oN AND REt7RJGE THE P0;3Sii31UTY 4P` 1r101P5'11JRL' FLAN i^V�°f FROM 6M AL 51TE ALL METAL. 0014NESGTORES SHALL 1.3E "ISH 'SON OR AN 04CI D SU �. �sAFeTY &LAS MINIMUM TH. EIS = 1/8" T�Mre��v,1i4" U SOLI ;~U PLAN5, TFI E PLOT FACT Y SIJILI' �I LAG •• LADEN alz SEIN6 DRIVEN INTO THE EfU1L.DINb. IrITpRIOR LANDMAR K° AND IS NOT TO 5E CoN5TRU�► AS Eaun�. . TAKE � ,. LAMINATE AND MEET US.G. STsANDl��RDS, x7C?�2R•.. SHOU £iL UNDEI�:Gi1T 1/2" ��F301/C THE F1Nf:�1EL� PROFESoNAI WRY THE coN SHALL P�?AME NAILING SHALL C,OMI�LY WiTH USG TABLE �3-i1 _1�E1? - INSERTS F P . . FULL. RE5P'ONSIBILITY FOR MAINTAININ6 REQUI!D ZQN1NOS PJ �' 2„ FLOOR Ti.E°S AT AND YeT AREAS SHALL BE . . �13--1 UNL�3 NOTED O'T'HERY�MSE ON p�RAMiN6 PL,AN:S OR ON 1 1. UNITS SHALL BEAR T HE STAMP OF AN . ALL_EC IN ANCE . 5ETESA 4<5 OR SHALL, AT Ht5 ,, t OTI, REMMT THE SH SCA4 .7ULE. ALL NAILS SHALL BE COMMON SKID R�15TANT. .'� TL5TiN6 LAS AND SHALL BE INST YVNER To PROVIDE A ONAL SU:�i�.'E`� TO 3, C SECURE 8�NO FOR ALL GRAB BARB O Wt�E NAIL TH THE ?I'RMS OF THEIR LISTING AND THE T�ET MMINE SMI AC4 AtW10R O'T'HER ZONING CGS. IPCR 1° LM CtAPABL Z OIL 5Uf -!iRT1N6 A �O* IMPACT LOAD. • ; 3. USE C UT Yell SHE R S AT 80LI ED � � ; : MANUPrAG'TVRERR:3 INS�TIONg. RESTFZIG110N3. NITS SHALL. HAVE TIGHT• -F TT'iN6 6LA5°j r GONTRAGTOR SHALL �I'�E ALL NSGE9�iAR'� G4NriF TOR:f TO YVF.ATHER SMALL 1515 2. U 3. TH *- !'tOOMNO t WMAIMLY ACZE5SIBL.E DAMPER 01». E - NOTIFY THIS C�!"P'iiC•E, 6AL�/ANIZCD OR NA1/L' GO�►TiN TRU35 T OF FIRE BOAC AND A 3/8" ' row-mm T:3 AND i 45lPWTk2" AND SHALL NO'T1 HALL BE FASTENED rM - �R�"rANT 1. f'RE- FAII►RiGAT� .SHALL BE DEED 8Y �4 COMBUSTION ION FOR AiR AT � TO GOt�5TFLUGTION. o � ANY' REVI51oN5 OR AAMEV t FA3T�lERS. - rW�SHlN6TON STATE LJGENS STRUCTURAL M461N EER AND THICK (MIN LION- �GOM$V�a'T18LE N�RTN �� �i017 • REQVIREMINT5 RZQUMTW BY THE WIL O N6 EN&K �� REACILY n5 nm"i5HABLE FROM 6 FLOOR. ,�, • . • IN ANGE' Yw'TH � THE i°!,.� ;zEC�,.RL�tENTS. SUBMIT � � Y�iITi -IIN HIS/HER ..�RISDiG'T10N. P b. SHAL 17 L� tAPHRAC M � NA L ! C. L t G3 Y�TH R 5EAL. FOR HEARTH �51oN5 PER. V. b ��LOY't. AN T VT'R!1'Y gLZE AND LOCATION OMIPLEM 5HOP nN UNIFORM 13UIL.DINU COVE 14q'7 EDITION It AI✓iE�IDMEN?5 ' - HL GONTRAG OR OPT ALL REQUIRED OPENINc55 IN r . KALL5 AND ROOF 1. ALL PL�'Yy00D FOR 5`1RJ1C, m RAL USES. SHALL APPROVAL PRIOR TO FABRICAMON. TRU55E5 MUST Be 5. Mo\tVE GHiMNE:Y GE5 AND SIZE FO U.M.G. "TH 5EATTL.E SUiL.DINdv CODE AMENDMENT'S,. IF NTH PROP05ED MECHANICAL, II AND M Two CONFORM AND SEAR A 61�:ADIN6 STAMP THE JV�ERIC�AN STAMP BY AN Af'f'ROVW �• tANUFACTURHz. OR BY A AND YVA:B �. STANDARDS FOR iNSTALLATIOht OF 5oL117 �� • y d�tD T''l.• A�55oGlAWAPA) AND NAIL. t1F3G TABLE =- QUALITY caL AGENCY 5#:.:H AS riASHtNcc�►'rON Y4000 i�t1El E3URNIN6 E5 PREF 1T?D 17F�3 TO Be ESE HANDLED 14c" YV��SHIN&TON STATE ENERbY GODS Y� 51 - 11 A 11 • -13- -1 LINO. f . - TRU55 FAE3�"fOR., COJNCJL» r4. SIDE. SEISMIC ANGH�C . POR M ' 1NS•TA LW Pty MANUFAG `5 IR.InGOMM ENV T IONS. riqovto DtAPNRAGIr! 5i- IEATHIN6 A�tD NAiLJNb AS 2. CONTRACTOR SHALL. VERIFY EXACT SPANS PRIOR TO Fl CHIMNEYS. GHIMN� TO BE ANCHORED AT . E:AGH JU15T )^11TH (?a• 1 1/2" X 1/S' METAL S LOOP ED LOADS FO UNLESS► ON �` �H_.A?1�ii1r1G, FABRICATION.. • . . - - 5NAL L BE: Td6 3/4" G- 3�- •EXT•�4PA PL MTH EXT. 6�. S. APPROVED HAN&ERS 1�T BE USED AT ALL ARC THE OUTSIDE OF THE CHIMNEY AND INST " .. 60 PSF• od • b" O/G GONNEGT10N5 OF , ��.'�Gi�, OR H IP TF:L�55E5 70 A AND NAILED YNIT:t'•1 (G►) Sd NAILS I'ER STRAP TO 1~CCIOF OR P= 1�OOR: 40 P3F, p'.�001 =: 25 PSP, A►TT1G: 15 P., : , 5TAII�S:• 1'J. 3?11tra, GLUE TU JOISTS AND NAIL YWTYI B? T1r:U55. NON-- L3ZIl�IC� f'ARTt71f�N5 BELOf�I GE�LIN6 F1rZAMli�tG►. '100 P5P o • • • • - . EDGES, 10d o 10" O/C FIELD. MAIN GIRD • ALL BE 5E'ARAT�`Y'' TF'.U35 WiTH 51MP5oN : 40 P5F, BALGONlES 6U L.S: 20* PLF _ ..... _ .. _ • ::: • . ROOF SNEAA'TH G WALL BE 15/327 G -D-INT -SPA Pl.. �E� 5� M _ RY FiR�'��S AND C.� i�N�^�'S . .. :� y' -��-_ - AT TOP of RAIL � • YVITH GLUE, 1".f . 24/0. NAIL 8d A b" O/C . 8d 5TC i~ASTEhlER5. i •1. - C.L•i1M1�tEY SHALL Nd'I" SUPPt7RT ANY STRUG� M6W . 4. TI~Ul55E5 SHALL BE H ,LEST AND INSTA IN SEISMIC ZONE: 3. BASIC YWNI� SPEL�7: 80 NIPN, E�4°Ogi1RE $ A 1." O/C F1EL.D OTHER THAN i M OYWI UNL�' 50 L7 1GNE?a ANGE YVI'TI•I MAJ�IUFA .?'JRER'S S�PEGFIGA710N5. 2. F'ROviDE AC4MSl5LE DAMPER CoON17WL AND �IJNO) OUT'50E COMBUSTION AIR. . GENERAL. CONSTRUCIION NOTES T�LAT►aN AND �� ,ca KYUGHTS - Soll 1. 1/EN"t1L.ATE: SPAGP.S AND A��itt5lNb . •- --.- -. •• � 3. MAXIMUM TENtPf:RATURES, FLUE LINING, FUZE S!ZlK6, � . 1. &LAZING SHALL Be IALwLAP , TEMP & OP). 'TERMINATION HE16HT AND G TO C4X4BUSTIBI O • ' FLOORS NTH SCREENED OPENiNC74 NOT LESS THAN 1 Sa LAMINATED 6 OM) AND '1/32" THICK MINIMUM. 5HALL COMPLY WiTN U8G TABLE 51-5 AND 31 -A. SEARIN6 C.►APACAW A65UMED AT 2000 1°5T� • W ) IN SITE CONDITIONS AN SITE Y409 c% PTINET f�� FOR EACH 150 Sa FAT OF UNDER P A N • �OMATELY SG�JAL Z PROVIDE A MINIMUM 4" G'v',5, PLASHED AND COUNTER • 4. SEISMIC ANCHORAGE SHALL BE PROVIViV FOR P'LAN5 OR A 501L.5� R�''ORT BY A QUALlFI� S011 s IF SOIL GONDtTIONS UPON iG YAT10 215 OPENINGS PLASHED AT TOP ;QW BC�"TTt'�!4 AND STEP FLASH SIDES. MASONRY CHIMNEYS AT C>R .� PE 1156 ENb1NErR. � ' tf°ER FROM THE 501L BCARlN6 GAPAGITY OV'1ZJKW ,��01`Ib THE LENGTH OF AT LEAST TAO OPPOSITE SIDES b OR E?�GG E RC7UNTa 1 YORE MESH 'THE UNIT SHALL HAVE• A C0N6fN5ATION AT THE 3102.4.3. 1�� • EARTH E ED J4'T 60 I�'C.I� EQUNAL T' FLUID ' DMI N LOADW IF E55W b YW► AND M714 V RESISTANT ,► • � � C TO COMBUSTIBLE MAIIWJAL T : PROM FOR E3��MENT AND 30 I°GF FOR ETiD. INS'T'ALL PER • •;� �1.. FA+G?UR Ir�'as 11;i5TRUGT1s2N5. 5. } T CONTACT 'THIS OFFiCoE S AT' SPA OPENINGS � `R ' " • t ' - FINISH AND FLARE YELL T �:�•�< <t�16 PM PLANS. �F C SMOKE CHAMBER AND C44IMNLY I^1oIS, 6 CANTILEVER RE MKIN6 • FOOTiNG5 SHALT•. EXTEND TO SEL O*4 THE FR05T L'.t 2• vm4 nL:ATE Ax IG SPACES WI'I'N T14N ', f �' • V i- iAl..t L3 R OIL NDf5TUR8ED NATNE 501E ' '• F FIF` E ,►7PENIN6D•C)t -t (1131.. M - F_C�JAL 'T'C� %150T�•1 OP Ti•IE ATTtG ET i�RE -••► • ,:,, 5 �Y`M 12" �;,��.,OP t i SHAR t i►!o? 1? .. G1' ` :•Tr � " " . DO NOT SArGKML.L UNTIL WALL5 HAVE 5 THE MRZA MAY Be ED AT LEAST 50% OF •s ,. f' EM ERG EN GY - .�. _ .. C.RET 6 PFJZ INGr� 'Ot= E fZ61rt OPF.� tC� E�C.a?11A7F�..Y F3RAGl.. OR HAVE 8�I T.7 iGNED TO RESIST T1 R£C�UiRED VENT A A 15 'J FT. EAVES M 14 � 1. L'1/ERY SL�iN6sc.70M �• =�,r:" '3ASEMENT SHAi�.I. HAVE „ ' N - - OF THE REQUIREi� VENT AREA Its THE EAVE59 6. HEARTH fON SHALL BE 4 MINIMUM TNIC.K NOH ' 1 - W •- L=ART'N 1'RE55i1RC. BAGKFIIL MA'lFRfA1.5NALL SE AN EAT DO�Ot� TO THE OR A �tiNn�ItJM OF ONE •MI " 1�iR�VM GOM C ;3TRENbTH. 254v P'S1 AT ?.8 PAYS •' _ L:AN, f"IEA�31E AAII� FREE GAF C?RcSANIC, MAT.IAtS. GOMSU5T18LE MA HEARTH IONS SHALL . 3. 1�"F:�',aVIDE AN AC,GE55I8LE AT'116 AC.G3 PANEL. ?.�' X Y'�NDOY�! YVHK.H M THE Y�INC7 f�EQl11REMENT5: .:NNO). T OF 34" INSULATE AND - Silt. NE161•IT OFx 44 4ET CLEAR OPENING EXTEND 16" FORM THE FRONT OF AND 8" BEYOND THE , • 5 1/2 SACK G PER GU/Y0. MAX. b 6AI NA�C'ER FiER 30 MINit�•t " NTH A GL.EAR HMC7H LA t• Y�ILATHER- 5TRI1'. OF 5.? gGt. PT., MINIMUM GL : riEIGHT OF 24 MIN��UM SIDES OF THE FI E oPEt�IIt�iG. 1F THE OPQ�l11�tc3 f5 5Acx. • 4•. 1'RRC.7VlDE 18 X 24 SPACE ArGGL�36 TO 11NDF!? - CLEAR WIDTH OF 20" AND �-�'� ' . BE OPERABLE FORM THE GREATER THAN b 3Q• FT., THE HEARTH SHALL MAXIMUM SLUMP 4 ", MA�4MUM A+T'E 5= w " .. FL•DOR iN51DE, r iT1•fOUT 5 . TO * OR lc4NoY�6E,. EXTEND 20 W FRONT OF AND 12' BEYOND THE SlDFS OF I THE OPENING. HEARTH EXTEN5 ONS HALL BE READILY RETAiNIN6 riAt•L: 2500 FV AT 28 DAYS, 5 142 5A4K r Dl3 TiN6U15HA l5L.E FROM NG FLOOR. SMOKE C� ! CEMENT' PFR GU . ,• w . w . • • • • ...• .. . _ • . , r .., H SAFETY G LAZ1N G 1. SMOKE DETEGTOR5.5H 3E PROVIDED iK EACH _ Al W 5LAB5 TO BE f �. T !ri SLEEPING RDOM' AND SHALL iNSTALLFI7 PER „,}Z, 1 q�I? YVSEG 1. TEM SAFETY &LASS SHALL BE INS ALLY fit. ENERC-�Y NOTES CONCRETE T1aAT ARE MANUFA'CTUR ;t .)A T ION5, MOUND ON THE REINFOKCIN& STEEL L CENTER ALL P05T FO�OTIN&S UNL.55 NOTED AND H LOCATIONS. INC.LUDIN6 1 5 THAN 18 FLOOR OR WA CEIUN6 `OR lNAI.L GEN LOCATED IN THE 1 • OR JOINTS AROUND YW NDOI AND DOOR T' TO HUMAN IMIr'AGT, 6LAZt1�6 IN L7OC?R5, GLAZING FRAMES, OfTNIN&5 S AND FOUNDAW". • ICE 1 PUNTH°5 AT $LASS OR 8 PPUNTH5 AT EX P05ED CLOSED �, &LA � °I OR A AREA I REA �►WIN6 AC.6E55 T4.F.�GH SEPARATE SI NG A5TM A--b15 &RACE 40 TH W P T 1 PR TREATS . PROViDE. b" WITHIN A+ 24 ARC OF " . N STRUCTURES INITH.� i toRE THAN ONE 5TORY OR AND RO' OF, AND B WALL PANELS, 5 MEN t • C IF C' Ca } .at. FT. .85L IN. FROM 51L• PLATES TO >`IN16HED GRADE. OAMF*- 4PROOP "TH A 5AS►EMENT, A 5MoKe.vCT!GTOR 5HALL BE aP ING5 AT �noN� of uT�uTY �vtGE� FRAM INC•v LUMBER FONT W. A A5f'H SURFACE AD AS D ED IN U.B.G. 2405. S� THROU&H , ROOF AND FLOORS: AND OTHB? SUCH . " ASEM FOUNDATION 6115 WITH 2 GU T5 ALnCo REWIRED TO BE PERMAKENTLY M PER INST ON � STORY:�u••� 1N THE BASEMENT. M OPENIN65 IN THE BUILDING , INGLLOIN6 AC4E55 +�UNLE55 OTHW;t"5E NO CAN PLAN , L.51ON U.N.O. GLAZING f5 g5pUT LEVEL sTRUGTVREs, prwe7%/VE St 0KF TORS ON UBC 2406 VPPER LEVEL, UNL.E55 SLE tcS ROOMS ARE LOCATED ON PANELS INTO UNHEATED SPArGES, SHALL BE SEALED• •SGT ARE REC�lIRED 01�t GAULKEt�, c5►A5 OR �,ATH�-- STRIt'P'ED 7'O LIMIT' AIR PLATES AND SILLS �NF *2 OR I`31"R(!'T • !REINFORGiNG LOWIR LEVEL, THEN SMOKE � ol�s E. 1NE.ATH ERSTRIP AND DOORS C,ONC) . G BOTH OTH LEVELS ALL 5MoKe I'riECTGR5 5HALL Br. AAJ015LL' EXTERIOR �tNV�5 5'TUI75 - IHF "STUD GRADE" IN5TALL REINFORCM0 1" A.G.I. STANDARD PFZAGTICE, �'•"", eL "..''""'� . ADJOINING UNHEATED SWAGES. LJGL CORNER AN NTINUO�U°S B WITH A MIN F 1• ELE+GTTZIGAL f..4NT?ZAGTOR 5HAlL. EVALUATE IN SLEEPING RO OMS. E)CF'OaSED TO YVEATHER SHALL BE FLASHED IN SUCH A JOISTS AND HI= �� D GO AR5 . O 30 ,oE,T M1N :RE Aveo AGY OF EXISTING AND PROP05� AR DIAMETER5. MINIMUM BAR GONG : EXPOWiRE REQUiRIV CAP-CUM 2. SMOKE D�`f OR iN N 't �TRaJr.T1oN SHALL BE - MANNER A5 TO MAKE THEM W A114 . ALL POSTS AND HEADERS OF #2 t G reATI• ER 2", TO EARTH $", TO OTHER 1 ". EI.- WTl4•IGA�L.. SERVICE AND EN�RSY 011ZWT YVIRED TO BUILDIN6 . o eR WITHOUT A DISCONNECT FLA5HINCG, C4WN17ERPLA5HtN6v AND GOMNO MEN OF S AM5 Ora *1 ' . &-15 D OR SOL.T5 A MiNI M of ?' U.N.O. FLACr F- 'C'ID AM C PER N. G., STATE AND LOCAL &ITCH OTHER THAN FOR T T10N AND METAL, SHALL BE NOT < 26 6A CORROSION RESISTANT GLU --L.AM BEAMS (SIMPL.E SPAN) 24F -1/'3 A�� MV GOL'XES, AND 1�ANUFAGTURERS 5i:'EGIFIGAT1oNa FOR , THIN 1.• OF ENO5. AND EQUIPMENT. MUST HAVE BATTF Y SACK -tj '. ALL OTNF3t5 MAY SL METAL.. GLU -LAM �3EAM5(GAN?11..E1/t ) 24F= -VS NFVV FOOTINGS SHALL. NOT IMPOSE "VNDE5i6NED" PROPOSED T5. �' 13ATTERY OPIMATEV. 2. PROVIDE VAPOR BARRIERS AT HEATED 51DE OF DEC-4< J015T5 F.T. HF #2 A05 ON NEW OR EXI5TiNC7 BA5EMENT OR RETAINIi 6 SEPARATE PERMIT REQUIRED• -- INSULATED A55EM5UE5 EXCEPT AT INSULATED WAL•L5 PVT14 DECK BEAM5 P.T. HF *1 IGAL R EG�RITY KF.'NAIL. BOARD AND AT SHONER GEILINC•49. • J. M EG H AN 1 ' 3 PROVIDE b MIL BLACK POLY lH I7 . _.w - NOT BE PROVIDE � AT � � AN 6�RA•c5E " �E 6R�c�uN METAL GONN EG'TC�zS ! 1. ��ARM MR Ft1RHAGE OR GAS H.W. SHALL NOT . MINIMUM AND . 2" LAP UP' 12. L.UMSER AND F�ZAM ING INST UNDER STAIRS AND SHALL HAVE DOORS WITH A MiNtMU1r1 1/�.TNROht DEAD BOLT WITH AT SPACES LAP 1 . GON'TENT COMBUSTION AIR. 0 LE ATHOUT C7E OR FOUNDATION TO A HEIGHT OAF ADJACENT � ENT EKiOR "51MP50N" BRAND OR AN IC80 EQUIVALENT 1. FRAMING LUMBER: KD. TO 1 q9�6 M015M)RLE VEN75 AND DIRECT OI1 ID E Fst--AMIN6 AVW F 5TD. &KAVINO RUI P Ko-LiD. OR' 49 GE5 iN 6ARA67E SHALL BE ON A 1E!" F•i16H TOOLS. �• a PROVIDE OBSERVATION PORT • 54 " - b6" OF Z F FLOC 4. INSULATE F AND ROOF Pte? PLAN. M ASO NRY - .. P.A- A5 APf'UCABLE. 6RADE AND 5PF.�C.IES F� PLATFORM. AT UNGLA�D ENTRY DOORS. '5. FADED INSULATION TO BE FACE STAPLED. _ - -- . AN PLANS, 6ENCRAL NOTM AND 'DE516N LOAD AIR DUGT5 pENETR C7 ATTN6 6A AE TO H� • 3• ALL BE ?a6 GAUGE MINIMUM OR SHALL 3 P"ROVtDE SEGURITf FOR �ND�OWS < 1O' FROM FINISHED b. INSULATE HOT AIR vl�GTS IN NON-HEATED SPAr.E5 • ART. SEP��R•AT10N 5H _ I°'ER TABLE 4 (R MORTAR: TYPE 5, 1 PC, 1/2 LIME PUTTY, 4 SAND. 5 • 51L.L PL.Ai"�, DECK 5U5 57RUCTURF5, i°05T5 AND HAVE AFrROVEO DAMPERS • • •7. INSU " OF I°'ERiMETLrR OF SLASg AT HEATED 67R. 40 _________.... ........_._............ -_ EAM5 EXP05ED TO ri ATHM AND ANY M` 00 IN CONTACT .4, • DtjGTIN6 SHALL MEET U.M.G. STANDARDS Y 5 C�ARAC�E 15E ON WITH TH R 10 RIGID INSULATION. . T}-I CONCRETE SHALL BE PRESSURE= TRL W!'T ATEfl N AN 5 S TEMS ARE TO BE SALANGL�7. CONTRACTOR SHALL ��s...__ _., ......_ ._. • � VATIYE. LUMNS AND PQ5T5 SHALT.. M ECHANICAL DUCTING DiAGRAMS/SNOP 1. 6�dZAGL�./DWELL.IN6 Sc,�RA`T1oN SHALL CON51°ST` or •8. INSULATE HOT WATER P1PE5 F'ER TABLE 4-1'7. Ov GQ F'P.�/iDE M E FRAME TO TRUE END BEARING W1TT•1 AV ATE N65 LQUIP'MENT 51ZINC-s, HEAT 1055 C��L.GUL,AT10N5 FIRE't'APED 5/8" GYyB, TYPE 'X" APPLIED TO ALL 6A�RA6E A. F'R01�IDE 2.5 G.t'.M. FLOYV RESTRlGTORS AT • L�RAY� vURFAGES A17JO1�i1NG I GHORS AT TOP AND EW.MOM TO AVOID UPLIFT AND AND MANUFAGTUpj!!R 5 DATA ON EQUIPMENT EFFICIENCY � NG5 LMN6, AT'T'IC AND � • � FOR U.N SPACES .. • ` 10. . WATER HEATERS HEATERS SHALL MEET 1�7 NAEGA. 15PLAGEtENT. PROVIDE LATERAL a FF'ORT' H 5, AR iTEGTS REVIEA. FOR GH �. 6 GElLM& Y'MTH i_I1/IN6 SPACE USIN& 11 -,o S AND J01S•T S PER UBC ?.346. ?. PROVIDE .BA ROOMS LAUNDRY R:C?OMS, YQTCHENS AND 5PA ` E:L.EGTRIG HYY TANKS IN NON- HEATED SPA+GES SHALL 5. TH OR U5E BE PLACED ON A NON- CoOMMM51BLE 5iJRFAGE AND THE I�C)RARY BRAC,.IN6 A5 REQUIRED UNTIL ALL PERT�ANENT ROOMS SHALL HAVE MEGHANIGAL �CHAUST N M610 S. SHALL 2 LAY�'..� 1/2" 6Y�E3 TYPE �C'. FT DAMPER E3• STRUCTURAL SIJf°PORT'S FOR DY'�L.L.It4G 5PA6�6, FLOOR INSULATED TO R -10. _ • „ o ; , NNEGT1ON5 AND 5TiFFENER5 ARE 1N5TALLED. DUGTiNC$ TO OR, r ITH A BAGS • PROVIDE A MINIMUM J05T BEAMN& OF 1 1 /Z" ON R GHAN67ES Pt~R HOUR. 5EE ENERGY MEN IN THE GCE SHALL AL.50 BE M ( X12. HVAG EC�UiPMENT SHALL 8E WED TO A MINIMUM QF CAPABLE OF 5 AI 100% AND MAXIMUM OF 150% OF THE DE516N LOAD D 3" ON CONCRETE ��'�''• ED • INCLUDING POSTS, BEAMS AND JOIS IF CONCRETE ANp IN 'AIR QUAUT� NOTES FoR FAN dOL.UME AND 1 Gv� • SEPARATE PERMIT REC�UIREI7. SUPPORTING FLOOR t'UNO). INSTALLING GONY'FZAGTOR SHALL F'F10ViDE S�IZtN6 Gj S OME RATING. 5 4. AiR DUCTS PENEZRATIN& THE T1ON SHALL BE AND HEAT LOS'S GALG5. JA 2 • 26 6#06F. OR HAVE Ag APPROVED DAMPER. 13. REGE55ED UGHTiNG SHALL BE TYPE 1G OIL NON 1 G 4 0 ' . 4 _ INSIDE AIR -TIGHT A55EMBLY (147 6 M BOX). . . DOIOR5 FROM GARAGE TO CWeLUN6 SHALL BE 1 . 5 . . • . r C „ 51W SOLID TIGHT I"ITT1N6 14• Yll 0 BAFFLES TO A POINT 12" VER Y # � Cam. AND 5up-C.LO°Si of • ' 060VE THE TOP OF MULAWN. r .. � . -.- • , J. •• .a,:..... 1. -. « ! Ti ri'��"�•IM'+1wI'R!'"b.M+nL _'. r••�MUu•►"Y .•A•4M+•• gA••••'Nr. -'.• •, ilO,NM•..r•!rl•,••�rw.`A� TABLE 234q 8-1 I WT UNIFORM BUILDING COOS . TABLE 2341 -0-1" -NAIUNQ SCHEDULE s ' . ,�•S• ANGNOlR DOLT 20d at 3r (813 mm) oA .16d osmE IN 1 � ' • A13�/. ���B 'T' �NTP�lIOR 1, Joist to sill a tososh� • 4 ALT A1..T�NJ�TB �..++U" 1 1.A1�INA'TL 2 Brid ' to joist. tosnsil each cad 2.8d • 3. 1' x 6" (2S ohm x 132 mm) subilow of lea to MIS joist. fM Dail ' �2-8d : �3LK'�► SL.CaC.�ClrlQr MAX MA)4MUM . • MA NINC DOLT 4. WW= than I" x 6• (23 on x 132 a s) subftw to each jot+�t, bm call � `, 3• d . �3M �LeAM M.�. GAN1". G�►NT1l.L'Nr.1t MIN MtNl1�lUM S. r 51 m m) subf1w to joW or bUad sod hot nail 246+ ' �i.B. DOLT iNc. iNt;�.JJDB 6• Sole plats to joist or biockitt� typical fans sail 16d m 16 ( wre) ore. GDR G�DAR NT3 mar T4 so s plats to loot or bloclda6, a brao.d wall pawls ` 3-164 per 6~ (406 am) G.J. C�E31.INb ,k�ISr'f OA 7. T" p pints to stud, ow Dail 2.16d CUSTP. UNP. 00-0.1 C" G CT M 8• Stud to sole plate 4-8d, toenail of 2.164, wd sail NP-dow • GUt C.LEtAFC Q•H• ANttSr 9• Double studs. bm ail . ' 16d at 24" (610 Dieu) o a. C.OM COMMON 4059 OR M41 1 5 dC�/�RT� 1& p�bied top tyPkal ha mil .� ,164 st 16" (406 mmj) o c. • GOMr C.c�MPC�SiTION I�.s.o. i��Ovav 15y or+RK vow• top w aft 8 CONE C,ONGR f'L PLATE 11. Blocking brtwew joists or mAws to top plats. toenail CoONT COONTTNUC W P.T. RATED D 12. Riau joist to top Plate„ 'Omatl 6d a< 6' 132 lash) ore. d RMNY F" 2 . R Rt13ER 11 'IbP plsass, jape and ioterirsetiora. lass sail • .. • O.5. VeADSOL "r 14. Continnons hwdw two piecxs � � 16d at 16" (406 mm o.c. aloes each Wr DBL . TJ�?V�31.: R!a•� ° r 15. Ceilw9 joists to plate„ we" . DIAM =AM 0 1 RF3QTT� R�IR� � � rAOH CNO •- w 143 moo A v pSHIMP 26. Cos:tinuau header to sinc d1 h 0 B 44M . 1 79 Cell orer tiros 'tail � 3 • _ � VA" B11:�Q Roof R�Cx/" OrneiIN�► 3-16d EIJ�GH rIJ�Y f ° . "JOLT& 1 °..Sra&A44 iS. Ce to peraUsl ' Ex • EMT1NOS 5 •G. `•�� � 19. Rafter to piste, to100=9 0 3-8d vXF+ ,�Q�Qg .,O '.3HT 5}•i>? T 20. 1" (25 tam) braes to each stud sad piste, face n� , i 2 " 5l-iEJ.,F - Z•8d EAT CSR � 21.1 x 8" (IS am x 203 mm) sibathin= of less to Qach bariA� fax rail _ rim ttiNlsl•I 5K1C 5K1rU&HT 3.8d • 22. wfdar than 1" x r (25 a® x 2113 insu) abeatidag to each bewinS, Isce Hall ' ,F,E3. PiB�CSI.A°,)5 5LD4► 51.1L7tN6 . 16d at 24" (610 sun) as ' • Fr.,..J. FL�C?OR ,l'Ol3T 51^l 3H 24uilt -uirder Z3. Built -up corner studs - • top ., . Bp g and berme a. sad bottom and staggered 2 -20d a ands and at ea ch spike F.F.L. MNISH P'L OOK UNIT "1' # • • 25. 2" ( mss) plauiks 2 - !6d at each baring PO5 PACK Or STUD `t'..t'+r1 Tie Lx'Ii M 51 5 j Fr tQIRS'"L.AG 'f. 8. TOYSIM . BAR ?.6� wood swctasral peach sad psatirrith!rd. E P:TCS FOOTING T^-* TC1r PLATY: Subtloot sad wall shesthias (to fia�esas 6LU --1.AM BEAM Tyro TYPICAL '� ( } " LS M M - 19 owe • 8d or Gds � . 6L.8 . 7 l� M 14 ( ) • OL. GL.Aa5 /GLAZING T46 TONG -�tJ - }++1 v OKOOYB 1 •1 (22 Tara -2s sum) 6R GRADS tJi`1FCN. UNFIN15HED 1 ? /s" -1 (7.9 mars -32 mm) 1 0d 4 or 80 . •6Y`IE3 0 OA1?.D U.N.O. UN� OTH SB CaaabinatioA sabfloos+rundarls7merht (to fraotist�: • 3 /4" (19 mm) sad lei HD HOLOOrN • ! � vs, VAPOR 5 ?rg " ' • •1 (22 �n-25 mm) � HL7R HMADER N/.ca. 1/ R� i t /s" -1t /4" (29 mm-32 mm) 1Od or 8ds HR M L � _ T HEIGHT' M. r4ROUCH47' IRON 27. Paae� sidutg (to ixsiniit , . HG {� (22.7 mm) or less ' ' t ` . N.f�.. HEAT LAMP PIP. AATER (16 am) ' Hri NOT TER 2L Fiber�bosrd sbesthlne - Ile (12.7 amts) . No. 16 90 a - 2 I (20 mo ) Nor 11 pry • Nis 16 �. � : s 29. interior pattslsrg to + .► 4d �. / 6. mrm) 3 I4" (9.5 min) - } Comawe or box naW na be and except wims oth nAne stated. , euaw w ed 12 incites earn st �tenned �p xis except 6 incline 152 tract) at all w wince spans ur • 2 Nsils spaced at 6 lathes 152 aim) on ges, (3QS � wood uca! tort sad wd shear walls. st io sections 2 313:3.3 aW 231SA4 NUY . �48 lrtcbes (1219 also) a mom For tialling of strtsct Ps, • dispbr>�s . _ for wall may be eosnfioa beak or gain i• t 3 I^ointao4 a deforrtnod siatsdc. •� E + C*MDXM • 3 0dofined shank. , 6 Corrosion- reswam Wing or casing owls nom foi to the. req %gen 3 nichs (76 mm) on se uire:neuts of Section 2304:1: afs aced e ater at edges and 6 inrlh es 152 mm) on center at intes�nediate su s• } - • x 1 a,tth head and I ( 4 -+net+ 8 ram) length for t!z-� O mah) sheatbiag sad 1 -latch (44 m) { scorrosion istant roofiag n'u'b wi th •!ts ? e:tte:tb oE' Section 2'104.3 sun sitwhin otformin to raqu length fee /�oeh (20 ) . • 9 Coarrosioa- resistant sta lea with nom OW 1 11 -itch I aim) crown and 1 /s, inch (29 mm) len ih for t /? (12.7 nun) shuthlag and I t/� (38 mm) kao h 20 lawn sbeathin ' eonforrm n to th irantents of Section 2304.3. 10 Panet / -w at 16 ut hen 406 mm ink e ( �aam) if strength axis in the Iong aiec�tioa of the panel, aAlass otherwise a w*Adj. Casing or G" Ws ' • 6P BREVIATIONS ECOTRiG EGHAN �" 2, lz inches os u tnt aace suppaes. spaced 6i (1� . ) g+ t 1 anti at 24 uhcha 6 o mm C or linrsh Hula sparxd 6 ahcltes (152 sun) nth �pW edg+aa. 12 inch (303 rasa) st i L~ IGNTIN6 P s� t �• 8 . MM ELECTRIC SY tNACE MBTF..R 6FiG 6R O AV FAULT tN Frr vFtc m . e5f' W=17tIC 3 : IGL PMEL SU 5MOKE i0BT13G70R t u.�. ut r 6RC,�sND ".L WATER 5mVlca UNn . Vk IH �.. =WtXe Y4AL•L H ATOR H.5, HOSE 13150 E88 �GTRIG BA5 : OAR17 G.O. GL ..M OUT • i L.P.O. L•OG-ovTE PAR OMER CAR, C.OL.D AIR RETURN . 1/T'O VENT TO OUTSIDE . GFM GU51C F =T 1 MINUTE • EL ECTRIGALJ' M HANI IC-LH 6 M2�-EKI=2 . 5N1lTGi -I �l.FGTRIG PA�i ,. WKPA�GB U CMT h ' 3 "TRIG M Y�Ira+L,L MW. U"T 3 HAY SYVlTC.H � - low 5MOKE DI�T .,.GTOR IReG�5 .. UC-MT DIMM .., � °�" TC "~ T]M i^6T EMAU5T FAN GHANDf.�.tER _ 5 GH L)UPL ex OV nxr �" CrABLE JAGiC FUJOIki�3C�TlT ` HALF 5ATCHEI7 ' R.BP`L,l.'Gf•II1ME 'iRA�Cx U&W � 5P'LG. AF'}r UANGF PHONE .JA X PVLL CHAIN Lt"T Q IFLOOR OVTL.L`T f * 'THIMM0�5TAT � 6AS MLqM ' "' ATL 220y OVTLET HEAT RE4I5TPR FLOOR OR-AM --•--}� NOSE BIBB `� •--tom{ ` . 1 t� C.• Y4ATEFJMF OVTL.MT SAW 50 i ri OF rc JA N SHWT q iKw, • �) ! r I • f i ti • • • • - S / 4 • *� •'*►1••2 .( ' . •.s•v...."t •wyQr♦f•iM•P.•+M•IY•...•y: ••.a �W" .. t i i 1 i s •o S` k • l ip f. 3 X 04v% • • • t t 0 010011 _44 - 1 14 t4s ff of It I , - 0. f2 AT 14 0�1 � �'o w 0 t Ono HOLDOM .. .�t N...M.. I ZOh TAL STRAP HAJLIN6 HOLDOM ANGHOKA60 / NC44OR BOLTS i i 1 i s •o S` k • l ip f. 3 X 04v% • • • t t 0 010011 _44 - 1 14 t4s ff of It I , - 0. f2 AT 14 0�1 � �'o w 0 i • FLOOR TI ES/ H GLOOM S SIMPSON U.N.O. 4 1 ( p • t Ono HOLDOM .. .�t N...M.. I ZOh TAL STRAP HAJLIN6 HOLDOM ANGHOKA60 / NC44OR BOLTS NOTI a] sib" me ----------- -4& z em • i • FLOOR TI ES/ H GLOOM S SIMPSON U.N.O. 4 1 ( p tz NOY . { E1VFD { JA v s r J, f4 . . � i . maw WOOF I • VA-M . Sir • r • .. .• ! • �•� . t�;•�••• • s.�•p. .x•. � J '•V.. M � •'.'.••• . i /'•, • A � ...yri. w• . + y►NO•' L .� •...IAt L • �• • 4•�.1•••.�• • .�• -►7sM - M... ..•. •cP Ou fib, 0 0, ther'�'�y, Ono HOLDOM .. .�t N...M.. I ZOh TAL STRAP HAJLIN6 HOLDOM ANGHOKA60 / NC44OR BOLTS NOTI a] sib" me ----------- -4& z em • i 0010 mv .....•. " ........... . ye� T � f -rd • OZ + 0* I w =Immune M1220 040" `67T d - • t.�o JA + IF 44#P to 1400 fler. . ._ 1— LOGA►TE HOL.DO AT EAoGH END OF SHEARViALL 3— EXTEND FON DOWN AS REOV TO Z -- CoRIMPL.E YNA LL CONSTRUGTKM SAME A5 ABOVE REOE VE HOLDOM A.S. EMBEDMENT � • 4•- THREADED ROD AND COUM ER AS REG2 • SHMN. ViA LL 9CHV=L.9� STUD FRAMING •_ • 5HEATHINC7 1 ONUN49 HA UN6 SHEAR f sWri "UH6 SILL PLATE MARK ON 2X Him E061! FIF 5AM .. - ANCHOIz3 U.N.O. 5L.KV UN-09 PLATE MM %JO15T • 1 /� � PVC! o t�! � eja o. l �� N A *S 4r; (1 0-j?. "X 7/1 14*'~ a IL 0 6 J zo 1 • vzy w ap 0 so.-O., 4, (6.10 �r 0 `ZA40� &W�op 4. L.'s iv 1 0 1 Z � -- O �..0 i. r . ' •1T • s it • > > ! 1 ' t MMM. ea l.f G. tr.V E i tz NOY . { E1VFD { JA v s r J, f4 . . � i . maw WOOF I • VA-M . Sir • r • .. .• ! • �•� . t�;•�••• • s.�•p. .x•. � J '•V.. 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ERMvT CFN �R et • • • PSIN04PIY4 SCoHEVULE 0 51 rrm OWEA "u" "UA" NOTM ' 2 4/0 /O 94dg 32.00 0.53 16A6 Eg ress/ rid • 1 2/0X2/0 Fixed 4,00 .50 2.00 Grid /oiftwr s 1 410 x 3/6 Sidg 14.00 59 7.42 ��y • 6 VOX410 Fixed 36.00 50 18.00 C2) rid ef` �. I 1 6 /OX O Si d g 24.00 0. .. 121 rega • 1 6 /0*10 Pat 1 o 41.00 0.44 20.04 90e N glv • 1 3 5/O O 51d 60.00 O. 31.80 (1) ress & L jWr.AjA2, 1 3/0/0 Fixed '9.00 0. 4.30 o�!�v�re 2 210X116 5H 10.00 O 3 5.30 (2) obg re sr ... , = 1 S 230.00 11,8."1+4 � • • ~� P06HTBO '`�' 6As _...�,, 0.51 b • �' ' " = �' . 0 1 510 b In, att. 210.000 0.1 Q 3.60 5011d urethane 1 218X6 b SG wd 17.750 0.39 6.92 1 3/6 . 2 3'1.750 10.12 ' • )AMSHTED *IJM 6A 0.284 Pilkoovi M4NUFrAeTvmM DOOR MAN O FA 4TURER -•-.,, ' 1 �4 ` •� • •..... • .t ... .. c ,.1 TABLE 6-1 • _ _ PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY • }� CLIMATE ZONE 1'* .. AOOO- . Gl u -Favor _ , - F ' wan war• wa�i• .. �� � a � • . a L)oor = Vaulted int .ext� . • - i p�� Area �� Below Floor an - • % of Floor Vettkal.. 9 Oradea Grade • ` Grade Grade ••..+....... .... ' 1.004 I� n f I. 12% 0.3 S 0.58 020 R -38 R•30 R 1 St -1 S R -10 R-30 R -10 • - _ li.* - • 15% 0.40 0.58 010 R -38 R -30 R -21 R -21 R-10 R -30 R -10 IIt. Unine itred 0.40 0.58 0.20 RR -38 R -30 R -21 R -21 R -10 R-30. R-10 �• .GroW. R -3 00!X • T • . • - Refemn" Can , A6 •' .. � • ... -... .. .. •t ... a .. .. . .. .. •.,•Y ... - ♦ rat. •fi -. • r . t .. ' w• • • • -. '�...� CAP �� •� .... • � �,� f ... - EGUIPMENT SIZING FORM • Sul Iding Component .Desortption u or F He Loss Component H041;1096 Value factor Foot a in 57UH A. Nind 5 ftte . ky Double AAMA tested .516 23.74. 230.0 845.28 Sliding 4 Swinging Double AAMA tested ,373 17.25 • - &lass Door B. a Door S c 1^400d 1 3/4 w /peneis 0 fib. . - 1 5G .._ ' ,�• 3/4 ..330 '15.18 _ ' - mood i 3/8 5G .3q0 1'T.�f4 17.8 •318.44 • Insul• metal w/t•8 11q0 8.74 '20.0 174.80 insul. metal W/75 .142 . ..� / 6.53 �'� I $ Co. /Gel ting f�•-30 .036 1.bb _... ,M INGL _ Insulation R - .031 1.43 D. YValt insulation R -,j wood studs .082 3.77 178.0 67142 above S bekxm grade R•-_44 wood studs .488 4.05 16 64 .O 650.86 • 1 7 R- 21,wood studs 1057 2.62 ••' E. Floor Over Unheated Fz. -19 .04T 1.89 Vo , *a 950.0 'f 1Qi.70 Insulation R ,p�q 1.33 one F. Slab On Grade Floor R -10 ,540 • Z4.84 Perimeter Insulation 6. Basement Floor None .D32 1.47 - H.lnflltration • Fost 1980 .015x•6 A414 0.50 12704.0 6352.00 • Design Heating Load � 4 .9 . DHL +(heated floor area) 1605 14.33 Minlmum Required Equipment 51ze = DHL x 1.0 • � 9 _ Maximum Required Equipment Size OHL, x 2 • Proposed Equipment 51ze (output) 25000 OTY sp 0 -..4 •• � ^ �ti�1?� ENTER • • ,�:► VA E .0 f-4 toe 4� fip A ll ;e-6 Le . • - - - - - ..- sue -•+q.• ..... .- ... «: y►. �m. s. s. n+r*�w.+.....A.v.MMR- %lon•,r.+. ♦_ ..6_Aasw_ -. e4.:.... _...:...ii.r...- w:�:..�rrJ._�i /4..a. J•._ r_..._.. s_. a........--.. d•, w.._- ..._..r..,�_�.�..w._.... -• � 7 � r.r. i...w►_..�.r�r.r..r+ - ._.-� _. _....r. _.... ..� .. .. .: .. _ ._. ... w . .. . .. ... t, r .. ..r• • f 1 w 1 • j "� w • ve v up ON a 16 K Po Lim Y . T v ob bl Re •' M al A. t f 3 IL `•� WO. -•-• . • FEB 25 � P5. ...... �: F-I •� /� - . /0 VAM oe I , • - .. .. • .. • 1+.'W„•- Rrr1•- •ww••' ,r'.. Aa �.•J -r+v ... •.1rY+•y .. ,�... + . . .+ . A. .. a .•► M • •••• 6 L0 • • r _.. • r 1LA c 10N 1 IN FEET MENT �� � �` 95 L 10 I ��� r.��, Mo cs ; _ 'S P I' P�r�/� r.� !- I � UST A R r�USr ovct ' • Uv IJ V �J�► r � � �' l I way A-4 _ �Z M �� 00 rf y KA ?ALr- I-AAr �It1WT10N ' ' � VeN 7- W HO r House • ~ ' °' 17M lNrAKE [00 115-16.0w4s L) na "W vveq wwoo� cam -, Xmrma Evxnmr. DAwia A70 �- � 11 �v vwr AWUSTUENr DAMPER ...• .. j Rgrum MR. Am IN�rA 24 iR Tima OW SwrMi o , . ... J, 0 1- 400 jj" 0 ono 4� (OF 6 to R-8 .. t o. _ � � wf 4 . I Je te �� 6CA�T , I + , , • ( 4 CIWA4 t AW � I.... 1 0 H llx 7 ����4 M •. • ,• •h : . • ' t L O'er Y 9 PF Hem �t 1�lpl t� +REINFORCEMENT SCHEDULE DAM HEIGHT VERTICAL HORIZONTAL. ..�: w,� R INR R RE � �� RCEMENT INF"D �l �Q /tom � '� 1 � z. p _ , 2 NONE REQ (1) #4 TOP BAR 2tfTO � � 24 2 4" #4 #4 •d,C. � 4" TO #4 18 O #4 � 18" 0,Cl , 6 TO < # 4 16' D.C. #4 10" GoCi > 8 ENGINEERS DESIGN REQD /ZYA . � �:.. ..•• .• 'It' t • • .. r. ...... _ .. • ' .. _.. ,.._._._..e, .. _ _..._.__. �... _... .....�- .._ -.. _..,.... .__.. _..... __....._. .... ....._ _.,. _... ._._... .. . ��r _a. .. ........ .. ... _.. ...... _......�. -�•- ._•'___ ._.. i.. .�:..._.._......- ..- ......a... -- - .._...._. - _... ��w�... -- .�..•� .. -......_...... ...._.... .._........_......_.....r__._. ......__._. _.._........ _.. _.�. a •r .. .. .. ... .. _ ..... _....w... ._ .._ ..,, • r..f.Yr ".+'aMtl':.,+'r'�,•'�' :+•' .. :rw „ •'�M„•�: +�yn►•,r- •s•`u'. rL e...•A.. �. 5,r 1•l1 sy,_.. reilat'*wasr. #v+n/M�r•F'•M NW 1/4, SEI/4, SECTION 10, T23N R4E, W.M. -GENERAL CONSTRUCTION NOT S 1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS (1996) AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (1998). 2. AL_ WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT /APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE - CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1- 800 - 424 -5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE ' ONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS 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 RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CIT ) OF TUKWILA. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. .8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION /SILTATION CONTROL PROCEDURES. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12 ") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS -1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE - CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELv %ATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITYS STANDARD DETAIL NO. RS -14. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'), UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA. 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. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14 ") WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITYS STANDARD ADJUSTMENT DETAILS. ALL UTILITY CASTINGS OUTSIDE OF PAVED .AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12' -6" FOR SDR 21 OR 35 PIPE. 21. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL STORM DRAIN PIPES SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD DETAIL NO. DS -11. AND DS -12. 22. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL SANITARY SEWER PIPES SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD DETAIL NO. SS - 11. 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER WSDOT STANDARD SPECIFICATIONS SECTION 9- 03.14. 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. 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. . LEGAL DESCRIPTION: LOTS 9 10 11, AND 12, BLOCK 4, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VvLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. 1 1 WITHIN THE CITY OF TUKWILA, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED r `DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 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. 5. ALL AREAS OF ACTIVE EARTHWORK, WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS, MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: . FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. : r� FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. SANITARY SIDE SEWER CONSTRUCTION NOTES f VICINITY MAP SCALE: 1"=4 MILES 1 THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X4, FOUR FEET i (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 M BE INDICATED IN BLACK PAINT ON THE 2 X 4. ' 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. 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 SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. WATER SERVICE CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. 2. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS -18 AND SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF TUKWILA WILL INSTALL THE METERS. 3. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS -13 OR WS -14. CONTRUCTION SEQUENCE 1) ATTEND PRE - CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) GRADE AND INSTALL CONSTRUCTION ENTRANCE TO LOTS. 4) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. 6) INSTALL STORM DRAIN ALONG 45TH AVE. S. 7) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDINGS. 8) INSTALL SIDE SEWER, WATER SERVICE AND OTHER UTILITIES. 9) INSTALL STORM DRAIN CONNECTIONS TO THE 45TH AVE. S. CB. 10) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. 11) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 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. 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. i f . RK E S TIMAr'E �Y r i YDS YDS a LOT LOT 4 1 Tie plans have been reviewed by the Public Worms Depamnent for oonformam with current City standards. Acceptance is subject to ermrs and omisdons which do not autbodme violations of adopted standw& or onfi lecxa. 7be resspoasibility for the adeguacy of the design rests totally with the designer. Additions, ddetiom or revisions to these drawings after this data will Told this aooeptanoe and will regnim a r ubmittd of revised drawings for subsequent approvaL Plnd « is subject to field Inspection by the Public Works utilities inspector. Date: g •,/ti J � ��,,,�,,. 9s EARTHI'PO . RK E S TIMAr'E 1 4 20 50 i YDS YDS PER PER LOT LOT p� W a � 3 0 _ 0 Y N W 04 (0 O c O p Nm 00 '. • • � r 1 f-- N Tie plans have been reviewed by the Public Worms Depamnent for oonformam with current City standards. Acceptance is subject to ermrs and omisdons which do not autbodme violations of adopted standw& or onfi lecxa. 7be resspoasibility for the adeguacy of the design rests totally with the designer. Additions, ddetiom or revisions to these drawings after this data will Told this aooeptanoe and will regnim a r ubmittd of revised drawings for subsequent approvaL Plnd « is subject to field Inspection by the Public Works utilities inspector. Date: g •,/ti J � ��,,,�,,. 9s EARTHI'PO RK E S TIMAr'E CUT FILL 20 50 CU. CU YDS YDS PER PER LOT LOT _SHEET INDEX z SHEET 1 SPECIFICATIONS SHEET 2 45TH AVE. S. STORM DRAIN PLAN " •, ,, l , . I SHEET 3 EROSION & SEDIMENTATION CONTROL PLAN .�«. SHEET 4 LOT GRADING & DRAINAGE PLAN 7 IL r 0 8 N 0 W oc U h � 0 maa3 z �R° 0 cc 0 000% to Z 0 Ice Z Z � PROJECT NINABER 04002 SHEET 1 OF 4 R i ... ... _ ... .. .. . �. r..�,.�,fj�1„.y,.. ..(,t i ` ., ,ti. ty.+ ... t•: . l y e. • s "7�.'"~ y 7 �'r.: ' . ` :r..r1...+.�. � •wry.►►. .ir.. �ir... � +.W . .. .. .. •..1�r•I�..Wwn+7►w►....� - wrN. ', w � - R"b'�V >. .wr b ♦ .. r r r ~ .i.• �.. (, � I +41 `r'V. /Ipr...* Z Z� � (0 p� W a � 3 0 _ 0 Y N W 04 (0 O c O p Nm 00 '. • • r f-- N 0000 J J a w' J J Cf) 0 N 0 wawa L0 0 L0 Lf) W O O 0000 0 0 N N C oco N N 0000 Z Z Z Z W W J J a Ez W W J ..=_J U a: U h � 0 maa3 z �R° 0 cc 0 000% to Z 0 Ice Z Z � PROJECT NINABER 04002 SHEET 1 OF 4 R i ... ... _ ... .. .. . �. r..�,.�,fj�1„.y,.. ..(,t i ` ., ,ti. ty.+ ... t•: . l y e. • s "7�.'"~ y 7 �'r.: ' . ` :r..r1...+.�. � •wry.►►. .ir.. �ir... � +.W . .. .. .. •..1�r•I�..Wwn+7►w►....� - wrN. ', w � - R"b'�V >. .wr b ♦ .. r r r ~ .i.• �.. (, � I +41 `r'V. /Ipr...* NW 1/4, 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. f COVER REWIRED EXISTI G GRADE U�!� r r 1� II A "' ..r '! �.. 300'-12 "R198iD PVC. S�0.60 v ... - - - "" "_ '� "'» c 0 iF- 3 N Y N w Z w or 0 ALL EXIS G WATER SERNICE N I U OD UNES TO RELOCATED I I AS NECES ARY -� ..r r �. • 9 EXI NG 36" 5 P W/ ASH R � � � � -� / 71 m � IE(I ): 106.61 INS ALL TEM ARY AL G ALL WNSTR T FENCE PR TY O P � J r z 00 UN S AS NE SSARY � Z v L R; N STING AVEL D vEWAY / F� N r� W B E RE ORED ORIgN / N ONDITION AFTER STRUC c� C81 (TYPE 2 -54") i STA. 0 +18.4, 13.2 LT SOLID LOCKING LID: 111.01 h A V i E W 1 IE(36 "): 106.72 IE(12 "): 107.32 """"r x ".,� _,__ ��o i P ' • M w � � F tic 1l ��ti s� C82 E 1) STA. 18.4. 13.2 AN GRATE: 112.25 III �j► IE(12 109.12 EXI TING 36 CMP '��p 1E(6` 109.62 Sm .48X II � Vl I b II cv If II EXISTIN PIPE A MS GRATE: 110.61 IE(36 ") 105.67 f 44th .AVENUE S. r _ II II VICINITY MAP SCALE: 1"=4 MILES t cn EXIST. SANITARY MH • STA. 0.00, 8.61T. LID: 111.83 EXIST. SANITARY MH /1334 -2A STA. 3 +02, SIT C81 (TYPE 2 -54 ") LID: 112.17 STA. 0+18.4. 13.2'LT 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 VAnW AW 100.010 v+ C82 (TYPE 1) STA. 3 +18.4, 13.21T VANED GRATE: 112.25 IE(12"): 109.12 IE(6 "): 109.62 aoo 1.00 x,ao s.00 45TH AVENUE SOUTH STORM DRAIN PROFILE mlllludl-ft� 12 IAIN. COVER REWIRED EXISTI G GRADE U�!� r r 1� II A "' ..r '! �.. 300'-12 "R198iD PVC. S�0.60 v ... - - - "" "_ '� "'» c 0 iF- 3 N Y N w Z w or 0 ALL EXIS G WATER SERNICE N I U OD UNES TO RELOCATED I I AS NECES ARY -� ..r r �. � �. �� � �� � wi ...i ��L..t� i• mil � �. �� �. � � � � -� m r in O r SCALE: 1"=50' HORZ, 1"=5' VERT. w d x E=4 to 440 r r low "m 0 H z Il qe4 x A O Emol cn U �z ce z 0 �"C'3 mor z 0Ac C'3 Z� a � o� Z Z *mp� SHEET 2 OF 4 i � w T . .. .. � 1 ... ...• . . 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IN PROPERTY :45T N UE . • r '•: •. ...ice, ... .. ,'i fi ••. - .. .. •'`:. ' ♦ tr �. ••' \. .. .• ,,.J. J. •. G 8" PVC SEWER MAIN S *0.309b .: ' +'• :: �" .,.. . {, Y -1• � .: •' '~ — .. _ ... S — — _ _ ,.� ..» --' — _• " - •rr S — •� r. �':... f �- - C •• — -„ �•'� ' : '•r f .' ` , , i•L' •..: t' 1 J ''1 � •.•i: '— .^• J• —• — r / '�' -- S -'-' --- —• ....�..\ '�•' r. .... —•w ,�' 5 — ?00000000 s 1 0 0 G 0 0 0 0 0 �- o Q 0 �:-- s oa0000000� � •«,. 0 0 0 0 x 1 0 0 0 0 x O O O Q_ x ► 0 0 0 0 x I ••.. :1F� O O C> 0 0 O 00 � I � . 0 0 0 • •.o 0 0 0 0 < � o 0 0 o c. l 1 Io a d o .. o 0 o d <. f .y o d o o ,.1� o o O oc . � Imo ° o ° o ° �I :�0 '� • O� - O O •0 O O 0 / , © 0 0060 I Q0 0 I Ir I X0 , 0 �( I o O O o �-.o O O O o O 0 0 0 8 0 0 1 '�— 0 8 0 $ 0 8 = , 0 0 O O d ( 'O O O O� i :0000O O O H I � �0 Q O O' 0 0 0 0 0 0 0 I O O O O 1 �O O 0 . 0 O ( c� , 0 O O O< c� �� O O O no 0 � 0 � 111 i� n0� , 0 n 0 I 111 n 0 n 0 n 0 n N O 1 n 0 0. III PERFORATED TIG CONNNECTION I w , .. . , . .. III II ' • . r . , ' • - . III - � I �'� .... ; .. II vi�T�tTI� S�Tc�) CLEARING LIMIT S TH E .. { ' .Il' • II (PER DETAIL AS NECESSARY APR 0 E L E 101, P % . T % F II Ii I ,...•f .. II . ' . •,. • � .' .� ' • , �� � - •' •..:: • • :'' •: f II 1 II III � � '•• • • .\ ' ' ' :. � .;� • . •'' :. III ,- • • ' • , . INSTALL TEMPORARY CONS *UCTION ENTRANCE PER DETAIL (TYP) I / • � I I I I•Q • .•� F.F. 112.99 0 F.F. 112.60 1'Q I ••., F.F. 113 .27 Y PROPOSED PROPOSED •Y PROPOSED GAS VICE LINE (TYP) GARAGE ' GARAGE I 3 3 F.F. 113.54 1 GARAGE J PROPOSED I ' Q I I •.a o 3 GARAGE N 0 3 �--- / :I � / 0 5.01 � o a I 5.0 0 r 5.0 I I / I I 0 5. 0j k rl f PROPOSED PROPOSED PROPOSED �� PROPOSED RESIDENCE RESIDENCE RESIDENCE I ( I i I I RESIDENCE l :I / CLEARING LIMIT IS THE PROPERTY LINE I 1 I I PAT10 .PATIO PATief .PATIO � Zo' -o „ —�; 20 ,_ 0 „ 1 20' -0„ Lot 12 L o � I 1 ,10” o 10 L o . 9 i i � � w X X Ita X .. �rfir mot_ X � V If%l �� eta X ��� err �ti CLEARING LIMIT IS THE PROPERTY LINE IN STABILIZED CONSTRUCTION ENTRANCE NOTES: I. 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. 6 -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 VEHNCLE TIRES BY CONTACT MATH THE ROCK ENTRANCE, THEN THE TIRES 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 WA RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. S. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WALL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS — OF — WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 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 IMMEDIATELY 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. w I • S. i •4 " -6" QUARRY SPALLS ' • L • • 4 • e ; N f► GEOTEXTILE FABRIC UNDER oo� QUA SPALLS (MARAFI 60OX OR EQUAL) STABILIZED CONSTRUCTION ENTRANCE NOT TO scuc aim 0 O W r Z ce w o�i as W Z CQ W Z� o W co v) a $ Z A s PROJECT NUMPER 04002 SHEET 3 OF 4 G V ey- 3 R•� V i 6 • ... f+ • 12' DEPTH . • _ . � :. - - _ .. _ .,. ... .. .. .• _ ...�, • ... ».�.r.V....o..�+. «.+. ... w..i.••i...i. •. .. .�� .... r ". .fi. �.T,.. ,.r:.. ..R- .:s� r.. »,i.Ty.'� �.14,�.�v. 3 N . w•.. r. .. a ."'. y`� - r::G` "''4++ .F•'.w -'y • z Z� M 4 its w aQ 0 � C4 .......... y N W c�D — — — -- BACKFILL TRFNCH W! TM D N m O IN TRENCH 3/4 WASHED ROCK 40 6' MAX 4" MIN r ••1 • 1 - 1 •' : •' 2"W WOOD POST EQUAL ALTERNATE: STEEL FENCE POSTS IM cq 0000 J J J J aaaa w z A o000 0000 N N a000 N N 0000 zzzz J J U. J J Z ce w o�i as W Z CQ W Z� o W co v) a $ Z A s PROJECT NUMPER 04002 SHEET 3 OF 4 G V ey- 3 R•� V i 6 • ... f+ • 12' DEPTH . • _ . � :. - - _ .. _ .,. ... .. .. .• _ ...�, • ... ».�.r.V....o..�+. «.+. ... w..i.••i...i. •. .. .�� .... r ". .fi. �.T,.. ,.r:.. ..R- .:s� r.. »,i.Ty.'� �.14,�.�v. ~ .wM, • .» �,.� ... .F•��.. ...�1 ' �••• �• . w•.. r. .. a ."'. y`� - r::G` "''4++ .F•'.w -'y • '� M 4 its FILTER FABRIC MATERIAL 36" MIN WADE ROILS. USE STAPLES OR WARE RINGS TO ATTACH FABIC TO WARE. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. 2'x2" BY 14 GA. WIRE FABRIC OR EQUIVALENT 24 "MIN t 36 "MIN NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY. FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. S. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). ' C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WADE AND 4 INCHES DEEP. UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY —DUTY WARE STAPLES AT LEAST 1 INCH LONG, TIE WARES OR HOG RINGS. THE WARE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. �. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE. AND 12 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA— STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED. THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS NTH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. G. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4' — 1.5" WASHED ROCK ' a H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. I. FILTER FABRIC FENCES SHALL 8E INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 4 J. MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED /REPLACED IMMEDIATELY. SEDIMENT MUST BE , REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF r THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. ti SILT FENCE DETAIL NOT TO SCALE 4 � , 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 and the site stabilized. 2. The boundaries of the clearing limits shown on this plan 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. I 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.). 6. 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, CovT 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 to 3 inches, or 2 -3 bales per 1000 sq.ft. FILTER FABRIC 1 MATERIAL ••••••••••••• �i�i�i�i�i���i�i�i�i�i�. • - 4 N IN STANDARD STRENGTH 24"MIN FABRIC IS USED .......... W IN �' I /• �, 4*x4" MIN. TRENCH. ,. — — — -- BACKFILL TRFNCH W! TM BURY BOTTOM OF FILTER FMATERIAL Vx4n r 1 NATIVE SOL OR IN TRENCH 3/4 WASHED ROCK 120MIN 6' MAX 4" MIN r ••1 • 1 - 1 •' : •' 2"W WOOD POST EQUAL ALTERNATE: STEEL FENCE POSTS FEN ALT- STEEL • 24 "MIN t 36 "MIN NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY. FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. S. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). ' C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WADE AND 4 INCHES DEEP. UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY —DUTY WARE STAPLES AT LEAST 1 INCH LONG, TIE WARES OR HOG RINGS. THE WARE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. �. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE. AND 12 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA— STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED. THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS NTH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. G. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4' — 1.5" WASHED ROCK ' a H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. I. FILTER FABRIC FENCES SHALL 8E INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 4 J. MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED /REPLACED IMMEDIATELY. SEDIMENT MUST BE , REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF r THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. ti SILT FENCE DETAIL NOT TO SCALE 4 � , 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 and the site stabilized. 2. The boundaries of the clearing limits shown on this plan 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. I 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.). 6. 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, CovT 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 to 3 inches, or 2 -3 bales per 1000 sq.ft. NW i/4, SEI/4, SECTION 10, T23N, R4E, W.M. EXISTING PROPOSED 15' SIDE J : SANITARY SEWER MH #1334 -2A SEWER AND DRAINAGE EASMENT RIM: 112.17 IN FAVOR OF LOT 9 -12 IE(8 "S):103.98 IE(6MSW):104.05 EXISTING FIRE HYDRANT (- IE(6 E): 103.90 - - -- - . OH OH OH OH OH OH OH OH ---OH OH 0 OH - --�� OH OH EXISTING WATER ••"► MAIN +o+ o G v G G G G G G G G G G C: a t .. .:•, ..; ., . .. • . • .. • . . w • , •.. ,. • �, • w . . — w — w • . w :� ,� •'w . • `..' . ,. :w . � .. ... . : w .••�. - • • . �� ... w , w . ; � \ .�.. w .., •, ,. .. ... w ,. ....... '•. • J r C . ... ,•: '. .CB2 (TYPE 1) :� �` -45TH : •: i' •';. ' •,.� , . ~ ;STA. 3 +1 1.2'LT - :,' `'.. • ' . •'` y.. :.. . ' .t •; •• • ..,.. • • VANED GRATE: 112.25 • ' f .,, • • . ,:' . . , ..,. • . ., ... - -INSTALL :� I 1 EXIS TING 6"PVC � � .. • , . ' . ' ' '• • • 6 »p ,, . ; • 1-8" PVG �p� - , 'IE.(6 "): 109.62 �• �, . •; ;. Q t • ' '�.. . PROPOSED VC " V SIDE SE R • , .� :, , • I -Saxe P C REDUCER . •. y :: • -. . :.. ' .:'T.• - ti ' • .SIDE SEWED S= 2.00: IE: 104.11 :i - •.,; �. S--2.0X # . , r '` 6 ' . . , • . • : . iT1 NG PVC SEWER MAIN S =0 8" .309b . , • • , ..• ;�`�,. _ 3 '� • ' _...— — - — — — — — ._ - .- - - s �' S .� s y ! � _ s _ — s WATER METER _ .. • ; :;'. �I . • ;, ... �-�- rl vm "Now MONO Ila, �+ f 1 '.•. ( IN r') I inch m 10 tt. ' NOTE: MATCH APRON SUBGRADE WITH SUBGRADE OF WEST MERCER WAY INSTALL 1" POLY WATER LINE (TYP) 200 PSI DRISCO PIPE DOWNSPOUT CONNECTION POINT (TYP) 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. 1 6. ALL ON -SITE PVC PIPE SHALL CONFORM TO ASTM D- 3034- SDR35. i f LOT LOT 9 LOT 10 LOT 11 LOT 12 3000 SQ.FT. AREA 3000 SQ.FT- 3000 SQ.FT. 3000 SQ. F T . ROOF AREA 1242 SQ.FT. 1242 SQ.FT. 1242 SQ.FT. 1242 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 -0 - 7 /0 0117900 017900- 017900 - 7 mow PERFORATED TIGHTLINE CONNNECTION WITH POSITIVE DISCHARGE TO CB2 (TYP) .� i 6 "PVC SIDE SEINER, Sw2.00 % 1.8"PVC WYE / 1-6 "X4 "PVC REDUCER / 4" PVC SIDE SEWER S =2.00% WITH A" M FAN -M IT NEAR i i PROPOSED GAS VICE LINE (TYP) II li // F2 PROPOSED UNDERGROUND POWER,PHONE & TV CABLE 55-6 i I i OOF DOWNSPOUT VERFLOW 4" PVC PER - I =• PERFORATED TIGHTLINE CONNECTION SCALE: 1"=2' F \. CLEARING LIMIT IS THE PROPERTY LINE GRAPHIC SCALE 6 v 0 NOTE: 1. SANITARY SEWER CLEAN - OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUKVIIILA INFRASTRUCTURE STD. DWG. SS -2. ,,- -- 2" COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE 4" MIN. COMPACTED DEPTH* ASPHALT TREATED BASE — 1 ,f CONSTRUCT PERFORATED TIGHTLINE CONNECTION ALONG NORTH SIDE OF DRIVEWAY 20' MIN LENGTH NTH WASHED ROCK EXTENDED TO THE DRIVEWAY SURFACE. �i PERFORATED TIGHTLINE CONNECTION AND DRIVEWAY DRAINAGE COLLECTION i I 101 L — i SUBGRADE COMPACTED TO 95% MAX. 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ROCK GRADATION REQUIREMENTS FOR HEADWALLS AND OUFALL PADS ` 10OX PASSING 8" SIEVE 40 -606 PASSING 3" SIEVE 0 -10X PASSING 3/4" SIEVE : DRIVING SURFACE I 2% TYP 12" MIN. DEPTH ROCK-LINED HEADWALL 12" MIN. 3:1 WMR ON ALL PIPE ENDS ABOVE r- - - ' 0 CROWN I J ° ° Wou D trr o b5 p O 0 ( O .. .I 1" N OPE N DEPTH A L (BOTENDS) PIPE INLET HEADWALL DETAIL NOT TO SCALE TRENCH INSTALLATION DETAIL 4" MIN. DEPTH CRUSHED t�OTES GROUND SURFACE SURFACING TOP COURSE 1. FOUNDATION: WHERE THE TRENCH BOTTOM IS and may Include add"Jonal plan review sees. C81 (TYPE 1) STA. 3 +02, 8'LT UNSTABLE, THE CONTRACTOR SHALL EXCAVATE STA. 0 +23.8, 13.2'LT LID: 112.17 it STD. GRATE: 110.85 IE(8 "N): 103.82 TO A DEPTH REQUIRED BY THE ENGINEER AND IE(12 "): 107.36 IE(8 0 S): 103.98 ' IE(6 "W): 104.05 REPLACE WITH A FOUNDATION OF CLASS I OR II IE(6 "E): 103.90 These plans have been reviewed by the Public MATERIAL AS DEFINED IN ASTM D2321, "STANDARD ' �'::' .`•''.. City standards. Acceptance is subject to errors and • PRACTICE FOR INSTALLATION OF THERMOPLASTIC adopted sbmdar& or ordinances. The responsibility 110 _J I PIPE FOR SEWERS AND OTHER GRAVITY -FLOW '" �'' •`` FINAL BACKFILL APPLICATIONS," LATEST EDITION; AS AN ALTERNATIVE ' UNDISTURBED LINES TO OE RELOCATED I AND AT THE DISCRETION OF THE ENGINEER, THE EARTH TRENCH BOTTOM MAY BE STABILIZED USING A VANED GRATE: 112.25 WOVEN GEOTEXTILE FABRIC. IE(6"): 109.62 , 2. OEDDING SUITABLE MATERIAL SHALL BE CLASS I, JW. aD II OR III AND INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. MINIMUM BEDDING THICKNESS SHALL BE NOT LESS THAN 4 ". INITIAL BACKFILL, LCPE PIPE 6 " -12" (150- 300mm) 3. HAUNCHING AND INITIAL BACKFILL: SUITABLE MATERIAL ABOVE TOP OF PIPE. SHALL BE CLASS I. II OR III AND INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 5. L4 1NIMUM COVER: MINIMUM RECOMMENDED DEPTHS OF HAUNCHING, TO COVER FOR VARIOUS LIVE LOADING CONDITIONS ARE SPRINGLINE OF PIPE SUMMARIZED IN THE FOLLOWING TABLE. ALL DIMENSIONS ARE TAKEN FROM THE TOP OF THE PIPE -- BEDDING MATERIAL TO THE BOTTOM OF BITUMINOUS PAVEMENT SECTION. FOUNDATION J 1 SURF LIVE -MINIMUM RECOMMENDED SING CONDIIJ (inches) H25 (FLEXIBLE PAVEMENT) 12" 31 " TRENCH WIDTH TYPICAL TRENCH CROSS - SECTION (N.T.S.) ,NN il ROCK U E PIPE I T HEA ALL 71 I 5 PER DET UL ! t1S AL GALL WNSTR PROP TY EXISTING 36" CMP W/ TRASH RACK INS ALL TEM ARY T FENCE J IN : 1 06.61 c� E �- ( ) z UN S AS NE SSARY e _J N Z, ISTING AVEL D VEWAY ,/ 0 F` L J o BE RE ORED ORIGINA < x 20' 120LCPE DITION AFTER C STRUC W --- S =0.e0x IE(IN): 107.48 , 1--� x 4 th. AVE tz � • T x BM: SANITARY MANHOLE LID: x �..... O ELEVATION: 111.83 ._. �` •.i :: �L::.S� + � � .� G \ G 8 » C81 (TYPE 1) I . i STA. 0 +23.8. 13.2'LT , I o . <r" B STD. GRATE: 110.85 (MATCH GRATE TO EXIST. ASPHALT) JE(12 " ): 107.36 �A Ce2 1) STA. 18.4, 13.21T "PW Z��, �.� VANE GRATE: 112.25 IE(12 109.12 ^I EXISTING 36 CMP 'gyp IE(6" ): 109.62 II Ss .48% �Q+ I . b II II . I EXISTINP PIPE ACCESS GRATE: 110.61 IE(36 ") 105.67 f 44th .AVENUE S. II • • • n a ► � n A L ' AA a1IL . VICINITY MAP SCALE: 1 " =4 MILES !�E DIY ,, (n w � Z Z VI 00 Plan review app mW is R tD errors and ombdam o) (D llppro�ral Of does nat atithof V) < I the violation of any adop�e,0 node or Aeol�pt Q of approved Field Copy and Is p _ , z ,} N W ^ Y W to 0 Deft: 0 v o C*4 a4 of Tub& �UII G QN1 5 , Mo chvn0em shall be nwrde to t STA. 0.00. 8.6'LT. of L�tw!t c -' rt prior apprv�ral of T:� W -1dir j ICI„ �,,.■,� . NOTE: Reviai" will require a new plan submJttal EXIST. SANITARY MH /1334 -2A and may Include add"Jonal plan review sees. C81 (TYPE 1) STA. 3 +02, 8'LT 1 STA. 0 +23.8, 13.2'LT LID: 112.17 it STD. GRATE: 110.85 IE(8 "N): 103.82 IE(12 "): 107.36 IE(8 0 S): 103.98 ' IE(6 "W): 104.05 IE(6 "E): 103.90 These plans have been reviewed by the Public Works Dgmrtn=t for conformance with current IN. VER RE IRED EXISTI G GRADE City standards. Acceptance is subject to errors and • omissions which do not authorize violations of adopted sbmdar& or ordinances. The responsibility 110 _J I for the adequacy of the design rests totally with the �� ANN �� .� ,-- - _ � i •NAB � � IL x`-12 "LCPE SmO.60% . ,_..._ �- -- -- -- --. 0 41 EXIST. SANITARY MH t STA. 0.00. 8.6'LT. ' VD: 111.83 EXIST. SANITARY MH /1334 -2A ' C81 (TYPE 1) STA. 3 +02, 8'LT STA. 0 +23.8, 13.2'LT LID: 112.17 i STD. GRATE: 110.85 IE(8 "N): 103.82 IE(12 "): 107.36 IE(8 0 S): 103.98 ' IE(6 "W): 104.05 IE(6 "E): 103.90 IN. VER RE IRED EXISTI G GRADE 110 _J I �� ANN �� .� ,-- - _ � i •NAB � � IL x`-12 "LCPE SmO.60% . ,_..._ �- -- -- -- --. 0 41 i ALL EXISTING WATER SER CE V „ LINES TO OE RELOCATED I I AS NECE ARY C82 (TYPE 1) STA. 3 +18.4, 13.21T VANED GRATE: 112.25 IE(12 "): 109.12 IE(6"): 109.62 , JW. aD 45TH AVENUE SOUTH STORM DRAIN PROFILE SCALE: 1 " =50' HORZ, 1"=5' VERT. designer. Additions, deletions or revisions to these • drovindt after this date win void this acceptance w NO will require a resubndttal of revised drawing for subsequent aPPvnL Final aoeeptmux is subject to field inspection by the Public Works utilities inspector. _ 1�■'i I)at Bp: I+'i Em4 CORRECTION LTR# J 0 eevi-s" * I �,�C L4 JAM 18 2ge pEftr GSA 0q4w 0/Y U Z z Wz N�C w� � 0 C Za > M I 0 low w� aA o� PROJECT HuMKa 04002 SHEET 1 OF I i . .. .. ► .... _ .. w. M.'.Pr .... �T. r. 1a r r•+ . ....w W W ' � • f ... • ; .... ,...r. • � ' �r r i . wwyy r. •.... -, :.. ... � ...w r .. +.w.�►•.. ..it , `~ . ar.�.�.•�1�'.. • w.. �- .y..}.o�... . . � --R'. y: r r., i ci - a.., � : w+ � ..