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HomeMy WebLinkAboutPermit D04-017 - DOAK HOMES - LOT 12 NEW SINGLE FAMILY RESIDENCEDOAK HOMES, LOT 12 12224 45 AV S D04 -017 r ' til 1908 � 11 7 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 0179000725 Permit Number: D04-017 Address: 12224 45 AV S TUKW Issue Date: 05/21/2004 Suite No: Permit Expires On: 11/17/2004 Tenant: Name: DOAK HOMES, INC. - LOT 12 Address: 12224 45 AV S, TUKWILA WA i Owner: Name: WALKER JOHN A Phone: Address: 21721 SE 259TH ST, MAPLE VALLEY WA Contact Person: Name: DARRYL DOAK Phone: 206 372 -2280 Address: 11812 26 AV SW, BURIEN WA i Contractor: Name: DOAK HOMES INC. Phone: 206 246 -6587 Address: 11917 4TH AVENUE S.W., SEATTLE, WA Contractor License No: DOAKHI *092NZ Expiration Date: 08 /08/2005 i DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1699 S.F. SINGLE FAMILY RESIDENCE WITH ATTACHED 416 S.F. GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, STORM DRAINAGE INCL. INFILTRATION W /OVERFLOW, SAN. SIDE SEWER, WATER METER WITH SERVICE LINE, DRIVEWAY ACCESS, LAND ALTERING, AND UNDERGROUNDING OF POWER. SEE D04 -014 (LOT 10) FOR EXTENSION OF PUBLIC STORM DRAINAGE SYSTEM. Value of Construction: $167,096.40 Fees Collected: $19,643.31 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 20 c.y. Fill 50 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non - Profit. N Water Main Extension: N Private: Public: doc: Devperm D04 -017 Printed: 05 -21 -2004 Z w. u� D UO CO 0. CO LU J T_ Nw w 0: U_ < cl) =w � Z �_ F_ O w ~ w �o U cr)_ Q r _- wW 5 . LL �. Z w t= _ 0 Z City of Tukwila F i i i I Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Y ** Continued Next Page ** Z i!— Z: W' �U U O! N 0 W W. J ~ 'N LL W O J: W � Z Hi. Z O 0 W ' D p` O N' 0 H W W' H U, � 0 Ui Z co O F "' Z j *k Cit y of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constr ion the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: 3 2 Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. i j f I d doc: Devperm D04 -017 Printed: 05 -21 -2004 Z -- Z '~ w J U: U O N 0. CO =. J � LL. w Q C a' = w Z �. F- O Z I— w 2 5. U10 O N o H. W w. U u. O. W Z 0 =: O Z I 1 ,.. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0179000725 Permit Number: X04 -017 Address: 12224 45"S TUKW Status: ISSUED Suite No: Applied Date: 01/20/2004 Tenant: DOAK HOMES, INC. - LOT 12 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: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: 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. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: 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. 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). doe: Conditions D04 -017 Printed: 05 -21 -2004 z Z �w 2 �U 00 Cl) CO Lu J � �w wO 9 J tL Q co = �. w z� f_ O z H 25 U ON off wW �O ..z W U= O z .. City of Tukwila Igoe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). z 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** �z 2 19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and 0 v O completion of work at least 24 hours in advance. N o 20: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. co Lu � ►_— co U_ wO 21: Permit is valid between the weekday hours of 7 :00 a.m. and 3:30 p.m. only. � 22: Any material spilled onto any street shall be cleaned up immediately. Ej u- Co a 23: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally w insured). z H O 24: 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 UJ j possible property damages caused by activities. v o 25: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation o off -site or into existing drainage facilities. w w fr U 26: The site shall have permanent erosion control measures in place as soon as possible after final grading has been !6 ~O completed and prior to the Final Inspection. z w U= 27: The Land Altering Permit Fee is based upon an estimated 20 cubic yards of cut and 50 cubic yards of fill. If the final �- X quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference z in permit fee prior to the Final Inspection. 28: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Overflow shall be connected to a new storm drainage system, to be installed within 45th Ave. South. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 29: 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'. 30: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 31: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 32: 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. 33: Owner /applicant shall sign with notary a Hold Harmless agreement for work within the Public Right -of -Way. * *continued on next page ** doc: Conditions 004 -017 Printed: 05 -21 -2004 ia,.t,•: i�]::::.F,,.., .�., .. �! a.�'..�% �.J.b. x. ..n :� � ya ,� �, � ++c3i' k��k' xr� i �' R. Cv U •(vx ' �• <:1,Sk' i�, � "6 " t ' y' , "' :Gq^'i; �� � :Jvi;�sFrs � �;n:.a.;, ;v..�h r +5:a.4i"� loco Cit y 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. Signature: L — Date: Z /' Y Print Name: 9 doc: Conditions D04 -017 Printed: 05 -21 -2004 Z Iii.� W JU 00; N o U) J �- CO LL; W O J. ca �_ CY Z� zR w w. U N 0 — : D I— w U1 . U LL �. —O ui Z U CO): O Z tu w CITY OF T UKWI LA p Community Development Department Public Works Department Permit Center 18oe 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 4of l2 1 } 7777 f l / Binding Permit Me'chatucal Permit No `C Public Wdrks Permit No J F �" ` (F or ; o Q1cl3 use 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 ** Ljdffyl • • •r I el King Co Assessor's Tax No.: 0 67900_ (2 2'2-5 - Site Address: Z V Of 5� tt ct9i ry Suite Number: Floor: Tenant Name: New Tenant: .... Yes [] ..No Property Owners Name: Doak Homes, Inc. Mailing Address: 11812 26th Ave SW Burlen VVA,981 City State Zip z GENERAL CONTRAGTOR INFORMATION . , ;,r '; ,.t y Name: Doak Homes.-Inc. Day Telephone: Mailing Address: Doak Hom s 11812 26th Ave SW City State Zip E -Mail Address: R, Irier�) -T , Fax Number: Company Name Doak Homes, Inc. Mailing Address: 11812 26th Ave SW B u ( iuH , VV A 981 City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: 9.?.yZ Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD -- All`plans must be wet stamped by Arch>ltect ol'Record Company Name: Mailing Address Contact Person:_ E -Mail Address: i City Day Telephone: Fax Number: State ENGINEER OF RECORD ' All plans must be wet stamped by Engineer of - Record Company Name:_ Mailing Address: ';u 1 W 4 r '�KO Contact Person: It OVI C h f^ PveIZ E -Mail Address: tapplicalionslpemiil application (1 -2003) 1/2003 Page l City State Zi Day Telephone: Fax Number: ,L Z ZZ �W UO CO C0 W W = H U. WO }} �J LL S2 d = W F- _ Z� �"• O Z I— w W U� co o� W Ht- O W Z UN O F.. Z �:HUILDINGTERMIT` PION 206431.3670 t Valuation of Project (contractor's bid price): $ M E Building Valuation: $ Scope of Work (please provide detailed information): 2e �lc� u� /�C«�YT . re il_ /., C9 -ere . Will there be new rack storage? ❑... Yes ❑ .. No If "yes ", see Handout No. for requirements. Provide All Building, Areas in Square Footage Below J. Addition -to Type of Type of Interior: Existing:. Construction Occupancy per Existin g Remodel Structure New per.UBC: ' " ` ` UBC I Floor � 2 n9 Floor 6el lI X .:Floors.LL thN. Basement::: :raccessory Structure *: I :)� s. , Attached Gat j.� c l , ' k_1 ,Detached : Garage: b Attached Carport Detached. Carport Covered Deck: Uncovered. Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 0t7 Floor area of principal dwelling: Floor area for accessory dwelling: *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: r Compact: Handicap: Will there be a change in use? ❑ ... Yes [t . No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS 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 -112 x I I paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. I Water City of Tukwila Water District ❑ .. Water District # 125 ❑... Highline Water District ❑... City of Renton Water District 1 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 \permit application (1.200]) 1n003 Page 2 Z =H '~ W W �U U D W� CO LL. WO �_J LL- Q to = CJ �. W Z H H O W H W UO O N W ~ 1= W O Z 111 U= O Z P Mik PUBLIC WORKS PERMIT TION 206- 433.0179 t I t t ii .1, Scope of Work (please provide detailed information): 5 ? Y .q 1 .f- r,_;� ��r, -n�-z f a,,l 4 si±rc.A 19 cr.ru/ 54PN C �� ���,14;W ,1 - .ate,►- , r,u�.���. ! z - Call before you Dig: 1- 800 - 424 = 5555' + ?-'• r:' Please refer.to Public Works Bulletin #1 for fees and estimate sheet: i t• t Street Use: :,'Street Use ❑ ... Channclization /Striping Curb cut/Access/Sidewalk r L d Altering and /or Hauling: Land Altering: (]... Cut :!5!�E cubic yards ,e:.. Fill _ cubic yards ❑ .. Hauling Stoc6i Drainage. Storm Drainage ❑ ... Flood Control Zone Sew r Inform u ity of Tukwila Sewer District F1 .. Val Vue Sewer District ❑ ... City of Renton Sewer District ❑ ..City of Seattle Sewer District nitary Side Sewer ❑.. Sewer Main Extension ❑ ..Private ❑.. Public WaUr Informa City of Tukwila Water District ❑.. Water District # 125 ❑... Highline Water District ... City of Renton Water District ❑ .. Water Main Extension ❑ .. Private ❑ ... Public ❑ . ater Meter/Exempt: Size(s): ❑ .. Deduct ❑ ... Water Only rater Meter Permanent #: Size(s): .. 7 +1 r ❑ .. Water Meter Temporary #: Size(s): ❑ .. Est. Quantity: gallons [3.. Fire Loop/Hydrant (main to vault) #: Size(s): ❑ .. Landscaping Irrigation ❑ .. Miscellaneous: Monthly Service Billing to: ' poak Homes, Inc. Name 1 1812 26th Ave SW Mailing Address: S urien, WA 98146 Water ... J2- Sewer ..,,ems Day Telephone: 2 - 0 6 -• 57 Z - ;?, Z 90 City State Zip Sewa reatment...� Fire Line .... E � Water Meter Refund /Billing Doak Homes, Inc. Name: 11812 26th Ave SW Mailing Address: lapplicationslpamit application (1 -2003) Pag 3 1/200) g Day Telephone: City State Zip xtl .i:Jz(t,3 1 ?s`t5t,1i.3 Z u.t UO ND CO LLJ J = H CO LL WO �? co) CY W Z H W O 5 U O N 0 I— Ww H �. tli Z CO) O Z 7 CITY OF TUKWIL4 p Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 4o (2 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 LOCATION ' King Co Assessor's Tax No.: 0 11964 - 07A-5 — s Site Address: C9 f' �� cof /Q Suite Number: Floor: ' Tenant Name: New Tenant: [] .... Yes (] ..No Property Owners Name: Doak Homes. Inc. ' Mailing Address: 11812 26th Ave SW 46 City State Zip CONTACT PERSON •. Name Doak H ome)s,jne. Day Telephone: Mailing Address: Doak Homp� r,,,. 11812 26th Ave SW cit State zip E -Mail Address: Rl trjen /A 9814 Fax Number: GENERAL CONTRA;GhTOR INEQRMA''ION 4',:'c',.. Company Name Doak Homes Inc Mailing Address: 11812 26th Ave SW BuliWl 4.6 City State Zip Contact Person: _ Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: � fclIZ:K n, 921yZ Expiration Date: Dg — "JPOS — **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** 1 ARCH All plans must be wet stamped by Architect of Record t Company N Mailing Ad( Contact Person: E -Mail Address: City State Day Telephone: Fax Number: Zip .:ENGINEER OF RECORD :All pians must be wet stamped by Engineer of Record y Company Name:_ Mailing Address: / /9 e , P6^ 1 t m BWidtn Perit No g 'meamucal Permit No ' ctl ` .. t � ,�� �.a, ii � .' t r d cti �•r t t Pudic Wdrks Permit �.., (For.. ce use only)• r s N t Be l v Contact Person: t 'm C h 1" I eve /Z, E -Mail Address: lapplicationatpennit application (1.2003) 1/2003 Page I City State Zi Day Telephone: /0 Fax Number: ' 5:" Z ~w �0 UO WF- CO) LL WO J LL C' a = W H = Z� H O Z H W W U ON ON WW LL �U 0, Z W U =, O Z . ....... ... ....i�'Yr:q i.. ....�... ✓U ?.A '' i.�1kt�'.4/ink YNi' idlh✓ .. � id -w � .. 3 { t i AFCS MICRO COM SYSTEMS LTD. ATTENTION Z i Z W WI J U. U O Co 0 CO) W: J LL, W O }} J L� U 0 ' z a: W Z F- O Z F- W � a U N` O —; .0 I-- — Z' 111 Z, The next image may be a duplicate of the previous image. Please disregard previous image. 9 p 9 e. .;7 ❑ Please disregard previous 2 images. 1is? ❑ Please disregard previous 3 images. Z i Z W WI J U. U O Co 0 CO) W: J LL, W O }} J L� U 0 ' z a: W Z F- O Z F- W � a U N` O —; .0 I-- — Z' 111 Z, ME,CHA1�tICAL�P�RMIT INF.URMA�IUN: `206 = 431 -3� "u MECHANICAL CONTRACTOR INFORMATION Company Name Doak Homes Inc Mailing Address 1 1812 26th Ave SW City State Zip Contact Person: Darryl E. Doak, Sr., President Day Telephone: a O6 — 3 7 Z - Z Z9U E -Mail Address: Doak Homes, I nc. Fax Number: 204' 2 y6 _ > / Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): Scope of Work (please provide detailed information): 10.1f7 el 10 el f! P '/ ^ '� y 57 WP Use: Residential: New ....,r Replacement .... Commercial: New .... [] Replacement .... D Fuel Type Electric ..... E] Gas...,] Other: Indicate type of mechanical work being installed and the quantity below: I' r Unit:Type: . Qty Unit Type; . Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <IOOK BTU J Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >IOOK BTU Evaporator Cooler ' -; ;.3ti15 PJ,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 Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind PERMIT APPLICATION NOTES; ApphcabYe to all permits in ( h tti$; app 4 cahon t rryl E. Doak, Sr., President Print Name: Doak Homes, Inc. Day Telephone: Doa omes, nc. Mailing Address: , �,,, nnaL. Ave SW i -1812— City State Zip Buden, WA 98146 Date Application Accepted: Date Application Expires: Staff Initials: - z0 o y 7 - 00 - d I � Y S 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 O OR H UAGENT: Signature: �� /� ���� •_14i Date: \applications \permit application (1- 2003) 1/2007 Page 4 Z Z �W UO D CO) H CO) LL WO J LL �CY = W H Z H I— O W ~ W U� ON 0H W Hu �- O ti! Z U= O Ir- Z r i, PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PW Type C permit fees are calculated. PW collects an Application Fee when the application is submitted and a 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 2. Enter total cost for each improvement category: A. Water �C U B. Sewer 5 C. Storm water 2-570 y 250 D. Roadway Improvements o� E. Total Improvements (A +B +C +D) 3. Calculate improvement - based fees: 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 ba4 -017 z Z �w �U 00 (/) J = F- � w 0 �a Cf) D V w z� ° z W w U 0' O �' 0H W U LL ~ . O w z. 0 z I PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees S. GRADING Plan Review and Permit Fees $ Total excavation volume 2 C3 cubic yards Total fill volume 5 -0 cubic yards For excavation and fill on the same site, base the fee on the greater of the excava}:ion and fill volumes. Use the following table to estimate the grading application fee. QUANTITY RATE IN CUBIC YARDS Up to 50 CY Free 51- 100 $23.50 101 - 1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. # ;hk'6<j rd z �w QQ JU 00 co Uj J X �U_ w L L = w F— O z !— W5 U� O— OH W LO .z w U =. 0 z i 1 r t 1 PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PERMIT ISSUANCE AND INSPECTION FEE DUE WHEN PERMIT IS ISSUED PW may adjust estimated fees 6. TOTAL Permit Issuance/ Inspection Fee (F +G+H) 7. PAVEMENT MITIGATION FEE 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 $ Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. U Aj4TITY in CY RATE ''S0 r%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 1s 10,000, plus . I 66.00 for each additional 10,000 ,V or fraction thereof or more $919.00 for 1s 100,000, plus $36.50 for each additional 10,000 or fraction thereof. 5 z Z �W �U UO co W J H S2 U. WO LL a. co = F . W z H 1- z F—` W W U° O O F— W W . U U. O ll! z U =: P 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) A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* f DD 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) w--' $ 7Z9q;' 0 A. Allentown Water (Ordinance 1777) $ B. 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 $ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) 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. o14W - Z/zf/a , � z W W. J0 00 00 ws J � N U- w UQ i �w z H r-- O z I- w U O � 3 H wW u. O . ..z w CO O F-. z �. City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0179000725 Permit Number D04-017 Address: 12224 45 AV S TUKW Status: APPROVED Suite No: Applied Date: 01/20/2004 Applicant: DOAK HOMES, INC. - LOT 12 Issue Date: Receipt No.: R04 -00621 Payment Amount: 18,400.85 Initials: SKS Payment Date: 05/21/2004 10:43 AM User ID: 1165 Balance: $0.00 Payee: DARRYL DOAK - DOAK HOMES INC TRANSACTION LIST: Type Method Description Amount Payment Check 3862 18,400.85 ACCOUNT ITEM LIST: Description ------------------------ Account Code Current Pmts - - - BUILDING - RES - -- ---------- - - - - 000/322.100 -- ------ - - - - -- 1,374.55 CASCADE WATER ALLIANCE 401/386.550 1,680.00 PLAN CHECK - WATER METER 000/345.830 10.00 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PERMIT /INSPECTION FEE 000/342.400 98.75 .PW PLAN REVIEW 000/345.830 -.25 SEWER ASSESS- ALLENTOWN 402/379.004 9,461.40 STATE BUILDING SURCHARGE 000/386.904 4.50 WATER ASSESS - ALLENTOWN 401/379.004 5,158.40 WATER CONNECTION 401/379.002 60.00 WATER INSPECTION FEE 401/342.400 15.00 WATER INSTALLATION (DEP) 401/386.520 490.00 WATER TURN -ON FEE 401/343.405 25.00 Total: 18,400.85 .4 �!1t 6 TOTAL 48044-00 doc: Receipt -� ' °°' f, Printed: 05 -21 -2004 Z QQ S Z'. �W UO CO 0 C0 i , J }- co U. w 0 CO) F= ?P ZO W W !O N W .. Z U =. O ~� Z �g City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0179000715 Permit Number: Address: 12228 45 AV S TUKW Status: Suite No: Applied Date: Applicant: DOAK HOMES, INC. - LOT 12 Issue Date: Receipt No.: R04 -00045 Payment Amount: Initials: SKS Payment Date: User ID: 1165 Balance: D04 -017 PENDING 01/20/2004 1,242.46 01/20/200411:47 AM $1,501.55 Payee: DOAK HOMES, INC. TRANSACTION LIST: Type Method Description - - - - -- Amount - - - - - -- -- - - - - -- ------ - - - -- Payment Check 3507 1,242.46 ACCOUNT ITEM LIST: c Description Account Code Current Pmts I----------- ------------- - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 893.46 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 99.00 Total: 1,242.46 doc: Receipt Printed: 01 -20 -2004 z Z . �W UO wi J H N LL WO J. LL j N d. = W ZH �— O. z W LLj O N, a H W UJ LL Z UN F- ~ O z Zo ' INSPECTION RECORD' ] Retain a copy with permit •�d S INSRCTION NO. P T N ` CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pfiject: Type of fnspecp'en:• O "' l A Tess: as Date Called: Spe ial Instructions: Date Wanted: a.m. C .m. Requester: Plipne No: ° 3 9 D Receipt No.: Date: Z 1-- W. JU 0 0 co Uj N U. WO U. ?. co d . =W Z f- Z° W p, O N: � H WW HC u. O LL! Z O Z '—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. O Corrections required prior to approval. kvi C .(,A SSS Praiect: . J-- Type of Inspection;,— [A'Wress: �6�Tl 7pfecial Date Called: OS S S i Instructions: Date Wanted: a.. m_. -3�4/05 p.m. Requester Pho No: 0116(ko SID, �a�� COMMENTS: C-/ Lc) fi/0 q10 4- 1 1 h/ F1 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. z It-:, Z UJI JU 00 CO a U) LLI J co LL UJ 2� 9-1 LL <: U =) CY LU 0 Z 1- W 25 a CO' 0 W L) LL O Z tiw Co. 0 Z INSPECTION RECORD Retain a copy with permit DO 17 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: S Add s: Date Called: Special Instructions: Date Wanted: t a.m. p.m. L O � �„� , Requ er: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. �W i Inspector: Date: � Z L $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must bi paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectior Receipt No.: Date: , Z �Z �W Q � J U. v O Cl ) 0 W = S2 LL WO 2 U C J)� = CJ W Z � �o W ~ �p U O -, 0 F- LU Lu Z LLI U= O F-- Z INSPECTION RECORD Retain a copy with permit V INSPECT ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 31-3670 Project Type of I tion* 61k- Addfeg's: /J / 12112a I Date Called: Sped 'al Instructonn-4, P, -- IDate Wanted: Requester: Phone No: I Receipt No.: I Date: 7 Z 1 � W 3C.) (30 CO (3 M LLJ W CO) LL WO LL S2 CY W 0 W �- W LLJ U 5 CO. 0— 0 W iii Z. C0 0 Z I I - - paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a y co p with permit INSPECTION N0. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. F1 Corrections required prior to approval. Inspect r: Date: r $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: t Z Z . Q � W ; J U UO Co o W =. J � (0 LL WO J LL N = W Z 3: ZO W. U� O N. OH WW LL Z 111 to O H- Z ect: Type of Inspection Ad ess: � } 1 �.�t� . Date Called: Special Instruction g: Date Wanted: r a.m. Requester:. I Ph 0�X — Y7P — ,Jo k Approved per applicable codes. F1 Corrections required prior to approval. Inspect r: Date: r $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: t Z Z . Q � W ; J U UO Co o W =. J � (0 LL WO J LL N = W Z 3: ZO W. U� O N. OH WW LL Z 111 to O H- Z INSPECTION RECORD 19P t. Retain a copy with permit i1- d 1-� INSPECTION NO. PERMIT ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 �. Pr ' � Type of Inspection: M IaL I� L h'tt v \at ' J `'Approved per applicable codes. Corrections required prior to approval. COMMENTS: OY Ca V,n 1-Q Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i z Z JU UO Cl) LU U. W o �Q co C! H W, Z� t` O z F- W W 5, U� O N 0 I— WW HU LL O' W z O z 01 i1 U G Address: 1- Date Called: Special Instructions: Date Wanted: "� a.m. P .M. Requester: Phone No: `'Approved per applicable codes. Corrections required prior to approval. COMMENTS: OY Ca V,n 1-Q Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i z Z JU UO Cl) LU U. W o �Q co C! H W, Z� t` O z F- W W 5, U� O N 0 I— WW HU LL O' W z O z INSPECTION RECORD Retain a copy with permit D INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: QOQ HO motes Type of Inspection: I- Pa Sf Address: 12TZ4 45+� Av S Date Called: W12 1 2 -1 - Special Instructions: Lot 1 2_ Date Wanted: / 2-1-0 4 a.m. .m. Requester: Darryl b ank Phone No: 2 - 0 6 3 - 12 ^ 2-2- 90 Approved per applicable codes. Corrections required prior to approval. �D COMMENTS: 2 z o t4 D.S. ruk)'AA �.�,. U Kl- - Y To � C U Cl p O/p- �v i $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - z iH Z Q W .J U UO Cf) Co LU UJI_ S2 U. WO LL co = �. W Z= �O z f- W �p U O N WW 0. _ 111 z U co; H= 0 1-- z { { {lll INSPECTION RECORD Retain a copy with permit r INSPECTION NO. PE M CITY OF TUKWILA BUILDING DIVISION 6 .1, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431`=3'670 ❑ Approved per applicable codes. Corrections required prior to approval. j E f �II J j Inspector Date: 1 { $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' Receipt No.: Date: j Pr Type c{f Ins ection: RA d I COMMENTS: : Date Ca led: Sp cial Instructions: Date Wanted: (' Gc to m _ �. -� V- O p.m. Requester: v� �e va u�a l v�c� P one N � U COMMENTS: hP f a (' Gc to 1 _ �. -� V- '� r Z ho e. l�; v� �e va u�a l v�c� Y Y �M U C � U w .l Z W UO 0 w~ CO) u. W0 u_ = W Z° W U� O N. W H 5. I11 Z U CO) H � Z INSPECTION RECORD Retain a copy with permit c INSPECTION NO. PE IT 0. , CITY OF TUKWILA BUILDING DIVISION- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of I TToc) tion: r h J J A ss: .— L 1- Date Called: ` ` Special Instructions: Date Wanted: a. p.m. Requester: Phone No: C� (Approved per applicable codes. Corrections required prior to approval. Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: . '; a' NdNi dk+' 7;t.: eA;.: wat�l.; iil�. {:s...l.ssivY:'CU±• >sfY;: " SY4.nriaid.�i:k iis41:3 »:'i'c :i1.5. Z W U O N W= J F. co) LL WO U. � = W Z H 1— O Z III — W j. U 0. ON � I— W W W Z Lli O Z w •- INSPECTION RECORD Retain a copy with permit INSPECTION N0. PEf CITY OF TUKWILA BUILDING DIVISION �$ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 -3670 )e ct: Type of Inspecti n: d s • � � � Date Called: Special nstructio s: Date Wanted: Ca.m. t} Requester: P ne No. Approved J per applicable codes. orrections required prior to approval. I COMMENTS: a Inspectors Date: $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 . Q Z v0 Co o J = V) LL w O J LL � = W Z H O W j. U� O N o �- =U u' 0 W Z U N f= � O Z _.. ,...._...,,..n.- ,_.,.. _,............... -.,,.. I. INSPECTION RECORD `. Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ect: /Y J— Y2 " - 6� 1 - L Type of InspeZi.p.n: , A ess: Date Called: .1 DQ U L(11� SO , �� Special instructions: Date Wanted: a.m. of too -e M. t Requester: ' P e Approved per applicable codes. Corrections required prior to approval. COMMENTS: T ✓- �Lh A40 - , u SO , �� It 1V\ 0VN '` oC ii of too -e t $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z M W �QQ� JU UO CO 0 co LLJ J 3: �U- WO J LL co O = W Z� F- O Z !— W W fy U� O� ca t`-. W LU . �U LLO .. Z W O Z .... aim INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1.3670 P ct: Type o Inspection: a A'dj re : c Date Called; O Special Instructions: Date Wanted: a.m. 0 Requester: Ph :2 � �4 Approved per applicable codes. Corrections required prior to approval. COMMENTS: V o ► r I W ct {{ I aVrkOU 000k' G SUC_L G - � 0J1 , 57- 'fvrA C . $47.00 REINSPECfION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z H rU 0 Co 0 J . to U. W O J LL. U) �W ?H Z� 5 U� :O Co �H W W I=- H LL. Z , 111 U co ~ O� . Z ......... .... �' Retain a copy with INSPECTION RECORD permi t INSPECTION NO. PE T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 61431-3670 Proj:% 11 d► �� ��Um e �� Type ofInspection: 14-1 / Ye Address: 1 1) Date Called: OZ/ SpdEial Instructions: Date Wanted: a.rn, J.L p.m. Requester: Phone No: g Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 y I vi r r) I V Inspectot< Date: $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: 7— Z W JU 0 0 CO) W LL WO LL CY 0 LIJ =1 0 W 5 . z Z INSPECTION RECORD Retain a copy with permit INSPECTIO14 NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. Pr j Pct. pe o Inspection: 2 Ty ess:—' to Called: Special Instructions: Date Wanted: a.m. �� I r) CP Requester: I C r e Pho No- �COMMENTS: 'MO 1 M!Fff paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Receipt No.: Date: �z Z W �U 00, CO 0 CO) = LU C0 W0 2� 9-j U. W Z �- 0 z �- W LU cf); i Uj . Lll Z CO), F X' 0 Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -3670 . i Project: Type of Inspection: Addr s. .�.. � . _J�. Date Called: Spe is Instructions: Date Wanted: Request r: Phone No: eceipt No.: �. 2 Z �QQ W JU UO J = H CO) LL w O. U. N d, Z f... Z �. �5 O =U H � O l6d Z U =. O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit O LI _ D I INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. SSS Project: Type of Inspection: SSS o/ r\ Address: 2'Z W 5 l M f rV Date Called: 1( A o Special Instructions: Date Wanted: u a.m. I `I p.m. b Requester: Phone No: COMMENTS: II D L eA v o Te4T 1 b �L it .� 0 I L t S ' lit 1 < ot 222 - o�C' It U(L 1b t Inspector: Date: Receipt No.: va[eNO.: vale: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. x Z .� W W� JU U O' (0 0. W= J t.. Lo U- . w LL j � F- W Z= H z o- 5 U� :0 E- W W H L1J Z (n Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. ;PE T N . CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 66)4317 -,3670 Project: Type of Inspection: Address: Date Cal (ed: Special Instructions: Date Wanted: Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: I z fX 1 1. i r � t 1 1 - Z -Z ' W W� JU U O UO C0 J H co w w a g J. LL ?. CO) = W H Z 1-- O Z H W W U CO. O —: 01-- W LLI U LL Ill Z CO O Z •. y INSPECTION RECORD Retain a copy with permit fbLk- 0(71 INSPECTION NO. PER 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )4.31 -3670 ct: ia& � --- T pe of In p cti n: 21 Addr s� to Called:. Y S cial Instruction %: Date Wanted a.rh. Requester* P one No: ` Receipt No.: Date: a Z Z '~ W JU UO D W= J I.- N LL WO 9 : LL ?. CO) O = W ? ZO WW �p U 0— C1 f- WW H LL �. —0 .Z 111 U =: Z `—' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit �� �� TN INSPECTION NO. ti CITY OF TUKWILA BUILDING DIVISION 2WO -3670 .6300 Southcenter Blvd., #100, Tukwila, WA 98188 Piect: Type of n tion: A-aAA, IV,�04 ff 5 S' - 2,- . Date Called-. 'qlg� _710 Spbcidllnstructi ns: Date Wanted: J, a. m. Requester: Mone No: ( 26to ) Approved per applicable codes. C orrections required prior to approval. ff C OMMENTS: h F Inspectf: & M L 1 /07 IlDate: $47%�REINS�EC�10N� I L/ F-1 EE RE46lf�ED. Prior to inspection, fee must bV % �l paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: D ate: I Z Z it LIJ _3 U 00 CO) 0 � W = Cf) U LLJ 0 2� In U. CO) a LLJ Z 1- O W H W W C.) O N LLl LLJ C.) U- 0 , z CO), 3: O Z .� INSPECTION RECORD Retain a copy with permit Q� INSPECTION NO. PERMIT , .. CITY OF TUKWILA BUILDING DIVISION w f` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr 'ect:� f� 16��,S Lt fZ Type yf( io- �) Address: Date Called S Z O Special Instructions: Date Wanted: a Requesters Phone No: WA Z Z W JU UO 0 w= J I- S2 U. WO I-j u_ N = W H Z� Z� W O N o I- WW W Z ll.! U =. O F-. Z E] Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit INSPE ION N0. PER CITY OF 'T_UKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20 1 -3670 Pr •ect: 9 IA'a dress: Type of Inspection Date C d: 7 Special Instri ions: Date W nted: = - " a.m. —'--� Requester: one No: i i Approved per applicable codes: Corrections required prior to approv COMMENTS: Af .j I sR Vc uate ., 2 � r 47.00 REINSPECTIO FEE REQUIRED rior to inspection, fee must be paid at 6300 Southcen er Blvd., Suit 00. Call to schedule reinspection. ceipt No.: Date: Z '~ W JU UO (D co LLI J� C0 u. WO LL Q N d = W ZF- H O z ~ �p O Cl) W W . W Z 1= X " O� Z 1. 3) : INSPECTION RECORD / Retain a copy with permit �+ �7 INSPECTION NO. IT NO. CITY OF TUKWILA BUILDING DIVISI 4e S 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2001431 -3670 Phone No: Approved per applicable codes. r Corrections required prior to approval. Project: DoaK ran e s Type f Inspec ion: Address: ) 2 21 1 4 45t,4 AveS Date Called: (J— 1.5-0 Special Instructions: L. � 1 2. Date Wanted: / _ �—� a. Requester: Nr �)Ody A ^ Inspector: Date: Receipt No.: 77 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z Z' fY W W UO CO LU J Co LL WO 2 9a co a Z �.. F- O Z N W U j � p U O N. o� W w Lll Z U Cf) O ~� Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00; Tukwila, WA 98188 (206)431-3670 P(6jjct: Type of Inspection: 1 11/pgtt tz #I �,9,:� Address: It Date Ca']T 51 w Special Instructibns.- Date Wanted: LO /C* Requester: � � Phone No: -, t Corrections required prior to approval. - F MApproved per applicable codes. od z Z : U1 00, CO a co LLJ W 3: J �- Co LL �a to CY LU z 0 z UJ UJ, :3. C1 N O F- LU LL fill Z co, T 0 Z f INSPECTION RECORD Retain a copy with permit 7 INSPECTION NO. PE N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3670 ec _ - of Inspect* n: , dress: Date Called: Special Instructions: Date Wanted a.m. pm C � l vv !�"" `�` 1 t• rah Requester: Approved per applicable codes. Corrections required prior to approval. COMMENTS: C y S� r h S i Inspector: L Date: �! J 4 $47.00 REINSPECTION FEE RE IJIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z ` W 0 o W � �LL w O L? ca d = W F- _ ? F- Z 0 w W 7 p O N, D H WW H� UO Lll z U N. O ~' z Y i Inspector: L Date: �! J 4 $47.00 REINSPECTION FEE RE IJIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z ` W 0 o W � �LL w O L? ca d = W F- _ ? F- Z 0 w W 7 p O N, D H WW H� UO Lll z U N. O ~' z I . FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. Y Date` - 7� Z i ° ` VJW07 Permit No. MUM a NO C -HANG Ea S'J'r`�h'�LL BE MADE TO OF WITHOUT PSa�OR yi%L sS..tVUIRE A NEW PLAN SUD71/71ITAL AND MAY %=102 ADDS' OM FLM MEIk! FEM SEPARATE PERMIT REQUIRED FOR: NMECHANICAL $fELECTRICAL WPLUMBING 91 GAS PIPING CITY OF TUKWILA BUILDING DIVISION CIS GF � � ltt.A pp�R 1222+} - �IS�' Acv 5 Dt)4w0ll z Wiz: W . U 0 0 , CO o, C0 =. J S2 LL wo F- w r ? �o z �- w LLJ �o O� o �-. W U' O w z U =; O H. Z. �, PERMIT COORD COP`' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -017 DATE: 01 -20 -04 PROJECT NAME: DOAK HOMES - LOT 12 SITE ADDRESS: I12?� 45 AVENUE SOUTH Original Plan Submittal Response to Correction Letter ,Response to Incomplete Letter # Revision # after /before permit is issued DEPARTMENTS, M5' r b ,l Buildin ivisi © F ire Prevention Q Planning Division Public V�nf� ZA , /, Structural ❑ Permit Coordinator t/ M't�Y+ Y 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 �UTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions [V1 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc 2.28.02 1 PERMIT COORD COPY DUE DATE: 02 -19 -04 Not Approved (attach comments) ❑ z } w �D UO U co W J = DLL w J LL ?. � = w E- _ z� z° ILI 5 U� o �_ ff W s F- - LL O W Z UN H O H Z C ity of Tukwila Steven M. Mullet, Mayor } s' Department of Public Works James F. Morrow, P.E., Director �! 6300 Southcenter Boulevard, Suite #100 N 2 Tukwila, Washington 98188 Phone. 206 - 433 -0179 Fax: 206 - 431 -3665 1908 Web site: ci.tukwila.wa.us WATER METER INFORMATION Z w� UO Cl) 0 J = ca LL w U- c d =w Z F .-. �0 Z �-. LU C-) �'. o F- = U �0 llJ Z N U— z Parcel No.: 0179000725 Permit Number D04 -017 Address: 12224 45"S TUKW Issue Date: 05/21/2004 Suite No: Permit Expires On: 11/17/2004 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1699 S.F. SINGLE FAMILY RESIDENCE WITH ATTACHED 416 S.F. GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, STORM DRAINAGE INCL. INFILTRATION W /OVERFLOW, SAN. SIDE SEWER, WATER METER WITH SERVICE LINE, DRIVEWAY ACCESS, LAND ALTERING, AND UNDERGROUNDING OF POWER. SEE D04 -014 (LOT 10) FOR EXTENSION OF PUBLIC STORM DRAINAGE SYSTEM. METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 5204d04 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $0.00 $0.00 $600.00 Cascade Water Alliance (RCFC): Y TOTAL WATER FEES: $2,280.00 $0,00 $0.00 ........ ......,. 0.1 -6-4. nc 0)4_onnn Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Above this line reserve for Reco rder's use DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Grantor /Borrower: 6AAk I-/ I oL c aea - a I c n 1 /-7 C./ r-` y tcp, Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): �} y- 01 Section/Township /Range: �j !O 2 3 Assessor's Tax Parcel Number(s): Property Address: Property Legal Description (abbreviated): f 8 /c c /c `Y f 1 C7 t I .>, "9-11P/Z -71C -) z Z . D J U' UO. ND J = H N lL, w O LLQ = CY. �w z �o WH 5 U� O� Cl F- =U ui Z U CO. O Z The Grantor, , conveys, warrants, and dedicates to the CITY OF TUKWILA, a Washington municipal corporation, the following described public water /sanitary sewer /storm water utility improvements: APPROXIMATELY: 6 719 S P r" vi(� 3 � S Ps^ v r r C � ! b N C z Z` _ w JU UO U N W W =! J F.. co LL` W 0 J, LL �d =w Z �O z D o' ,o �' o� = U� .. Z. W Z situated in King County, State of Washington. DATED this 2h1 day of A1 , 2005'. GRANTOR: I h�all By: ��r��4 -� / Gt2f cn �' e c_e (signature) (print name) title) STATE OF WASHINGTON ) ss. COUNTY OF KING ) On this 2no/ day of /March , 2005', before me personally appeared �trrvl F Doak 5r , to me known to be the Pies iol2h f of Doak #Om .Ih a Washington corporation, that executed the within and foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute and in fact executed said instrument on behalf of the corporation. Given under my hand and official seal this day of Mar6A , 200 GEAp� ��,� Type /Print Name A c2 D�'Clcy �, P �SSioNFAC��h, / Notary Public in and for the 7 O N =T'q'y �'N'; State of Washington residing at op P UBLIC Reh�h O s;rs_o8. \ _= My Commission expires 6 -16 -OS 1 14 0 WASH - DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page 3 - of 3 Form approved 2003 Z J- z w. fi JU 000 Cl) CO = J H N LL w U . Cl �_ Z �. �o Z �- w 2 5. Do o -; 0H w �- o w z' c. 0 Z 4 Indemnification and Hold Harmless and Permit Temporary 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. 77 7 f Z w u� 71 JU UO CO 0 C0 w J� S2 LL WO u- Q = �w Z �- o z U �' :O �H w W . H (.5. �O .. Z W U CO), O ~' Z y; ' IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this /9 day of 5� ' 2004. - Z Autho ized Signature Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that D rry l E. boa k 5r is the person who appeared before me, and said person acknowledged that hek4e signed this instrument, on oath stated that hekh&was authorized to execute the instrument and acknowledged it as the Presidenf of Doo-k homes.sncl. , a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated Ma y 1$ Q-004 A. DF � r -•. �, Al ice, A. Deac :'o c10TARV gy m': �� Notary Public in and foe the State of Washington i C4 : ; residing at Rehfoh U My appointment expires 6 -/6 -D y 6 16.0 i !� �`• •, :Z '~ W � 2: WD U Oi �. W= CO) LL W O } F- J. U. Q - 00 X_ Z �...; Z O; 5' O N' o h- . = W: �U U- H -- Z . . U C#) F- H z. Zb DATED this a(> day of tj Q44 2004. GRANTEE: CITY of TUKWILA By: Print Name: 0 james Morrow Its: Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the. City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. AGE A. DAEj� c% Name Alice A D i to •. r�o NOTARY (seal) j v CD - iO NOTARY PUBLIC, in and for the State of �j PUBL1C i j I ��� '••• 6. , Washington, residing at Reh r"or) My commission expires: 6 - 16 - 04 Z �w �D; J 0 00 Cl) o. CO) N LL. w 0 J. LL �. cl) = d. W Z� �O Z F-• D 0` o �. wW H- V LL —0 LLi Z O ~! z. Re Sewer Use Certific - ' - ion (To be completed for all nuw 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) a Owner's Name IAA ble) lc(I (Last, First, Middle Initial) Property Tax I.D. Number. C*'/ 7 7 ir Subdivision Name A Subdiv. # Lot # / Block # Building Name (it applicable) Property Street Address /;2 2 "h City, State, Zip `nt /�p Owner's Mailing Address I / / 2 - 16 ' e'/ 1 •' f ' > l' (If different from t above) / s t I �" t �J �� }/� ` l S'�Ir` Owner's Phone Number( Property Contact Phone Number (_ Party to be Billed (if different from owner) Party's Mailing Address 5'f,' c_ r City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre - existing building? O Yes 9No Type of building demolished? Sewer disconnect date? Please check appropriate box: Residential Customer Equivalent (RCE) ,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 0 5 or more (0.64 RCE per unit) fiI No. of Units x 0.64 = O Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. 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 resubmis of corrected data for determination of a revised capacity charge. Signature of Owner /Representative r, -= /= ,' `",� Date Print Name of Owne 1057 (Rev. 8/01) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer z �~ W U J CO U WO U. U� �W Z M t-- O w ~ W U� O - o i— W HP LO 6i U= O z A W "Sx a' uu 1. -- TANKS SHA4.•L 5E 51z�a BY IND UST RY $ �AJS!� . At e ARD 1 5► T1LA ON I R 2. HOT HATR T. 6ENERAL � � • . • . DARDS r�oR PROPOSED uSE AND $� LABELS 1. PROVIDE A STAPRWAY MOTH Or 36" MINi1MUM, FUSER P VIAQ 1 qcM � • ti !yH�►l.l BE °�PtK!!D TOGETHER. 5T M MAJ • 4. MULT1 2X BUILT -UP Br.A�13 . A�ROvED. NE1bHT OF 8 CIMVM, MINIMUM TRCAD LENGTH OF b" AND INTEGRATED WHOLE NOV:SE VENT SY3'TO1 FOR THIS WNTRAGTOR SHALL. VERITY Ai.L "�4'•' TiN6 SITE VNI..ms NoTW, USE 1Od NAILS • 1�" O.G. STA66MM. S. FLOr4 FLA175 TO COMPLY WITH V" "�1-4b °SI�GTIO1�1 ' A► 3/8' MAXIMUM VArRIAT10N. iNiTERMIT'1'ZNiT1.Y 01''MAT'L:D INiTE6RATtD t'ORGl:D AIR REC PA AND ,7NOI I IONS Foot C. NOMPUANCZ PITH PLANTS AND S. SOLID SL 4CK VV ZX o MIDN'OINT OF STUDS C�'VER 10 ,402.0 TOILE TS: 1.6 61"1"0" ice. SHOM": 2.5 6PM(MAX), 2 STA RHAYS < 44" IN WIDTH MAY HAVE ONE L HfEA71NIS SY TEN. i 41 AMONS, SITE CONDITIONS INCLUDE, SOIL., rwT, BELOW 5m*PjN6 P RT Ic"s �u1t.AR To PEGIPIG �.AVATORIES�AUGeT: �g 6t +lMA�V. Nl.e �oTH StDc ARE OPEN. 064. a S+rzGlr�to veNrLAT10N Rr IRa�+eNTS C�P06RAFHY, RjWIRED 5E1 BAC45 AND IF Ar%f'�'" UGABL.E, "JoteT!S R • 5up r opt r5. 1 • . 5• pROVIf.�E SEISMIC PS AND t�'1RE:°6t�RE REVE1' u 19. HA�NIDRAIL.S SHALL 8E !"L.ArGI� 34' TO 58" C7r!' NIOSINib �CNALJS'r NT �JIR.!'!J�I!!NIT'g: Di�TNf�CaUMS, !'.!s E L'�I1�ENgS oNz or rAsq IN6 STRMCon E S AND THEIR 6. P4000 tNT@RiN6 ETL OR MA SONRY �Il�►� -1. VALV�PLUMBED TO c71JT'31U�� /�T NOT WA'�R TANKS. ,�yD gp'AGW 1 -1/�" MINIMUM OFF KA" W14 A 1 -1/�" TO �"' AND PMOPOER ROOMS SHALL HAVE MINIMUM 90 Gt'1r! • .ZS s TRI�C.'TUFLAL AND ME444ANIGAL GOMPONMITO, THIS 0PPWwoZ IHAV " IIX NE'T' AIRSPACE AT TOT. 50M AND am* SE . !"ARATE p�,�p' rr Rrum IRtD. , VjAmLrI SMOOTH TH 6RA P AND A HEN! 0K AT 1 . ^1.6. KITC.H EN°S 5N ALL HAS/ � MINIMUM 100 C.E'M • .� W.dsr • ALL ESE N�rr11'gna PmoR TO CONSTIRUI<110N Cr "7• vamLL' JOIST'S UNDER P BEARING PAR I N ENDS* « RAN6E HOOD FMS. 1 • 5cREPANCIC5, AMSIOUITIPS OR OM1551ONS IN THE � AND uNDER WINDOY'1 GRIrP1.. " AT GAN'��rRv F LO OR ST,,,I�.,•RE • 1. • !SHOWERS :SHAL.1. HAVE AN AF�rRO'�/ED HARD, SMOOTH �4. t°RCVIDL' b -8 MINIMUM GLP.AR N ABOVE �. E,XHAUST DUCT PLEQUIRLMETITS: DUCTS TO 6E • • Y�1'T'T!".�1 L71MENglo1�1°S TAKE PREGEDP.NGE OVER :5 110TlS• INSULATW TO R-4 IN 1 UNC.ONDITIONIED SWAGN ESE S2 IP4w!"' . • N6 DETAILS TAKE rRE� WW4CA oVr� r� 0• rIRmTOr AND or TO CUT or�rt �.�. M17 HATCR PtESISTANIT . SURlP� TO i� HMOHT 01 '10" • STAIR K VIDE. N AA34 /L �C TMM NAIN � I L . ,ABC7VE DRAIN INL.tT. .� . S. PROVIDE bV LS FM ARMAS 30 " WITH A 8 t�AMI"l.R, I OV'TS DE TH '•~ ELL1/A►T1C1'N Yt HOKWNTAL. AND VMMC#AL- 01'1 HIN65 I"R,pViDE Y'IJ4 0ARD OR OL•A "m MESH OR APJA 424T FLOORS, Y'ITH A MINIWM HISOHY OF O W A W BUILDING ENV AND C.OMPL»Y )WH TABL9 3.3 V A4� ALL r4C�RtCM1J�15NI!'�, MI�ZZRIAL.'..S AAND INS'TAL•I.ED F , FLOM TO I�l"W, AT 10' IN 11KYAL S INTWLMLDIATE BALUS'WS OK RAILS► SPA4W 60 11 Ai' A 4 A 'MORTAR UNITS BE HINID TILL °SHOWL9n TILE GODE. . P1 1''S °SHALL. N icr OR ExGaw '4E HO IZONTAL SCHINLT WALL d, AT 'TOT, BOTTOM AND 3PHCRE CANNOT rAt". THROUGH. • SHONICRS ATM A►.SI M-WLT. PAN SHALL 8L FILLED AWV INDUSTRY STANL7ARDS AND SHALL MEET' OR THIS 01'� °STAIRS. I NiCLOSED USABLE SPAS 9JJKOEER STAiR°S SHALL. HAVE NOTE: IT is SY KIN6 COUNTY. TO INSTALL A ,,G. T10N L FANG 1151 . FOR 12 P'ROVID'E MIL1 I" R :V S I ANtT 6- MINIMUM RE,C�JIREMMSIT" OF THE UM40 t^i.S.E.G., N.E.C. dq, G►LU -LAM BEAM5 SHALL BEAR ALT 5/a" 6Y`IE3, TYf'E "X" FIRE! APW ON AMID 5C�rt'i o CEN1 Y LOCA'TL•D ta4•IALJCrT PAN Yw'TH A P.G• U.M.G., AND ALL �APi°�'LZABLL' C =ft• MIC.H STAMP ANL7 !SHALL. BE "ARGHI7FG� C.A�LJL.K AT ALL TILE ArC.GE�S9C.�'.tE°S. • . - PROVIDE F9-kEBL0CAQNCv iN CoONCZALED 5E'AGF.S Bclq VAIMIAIWIN MAXMM °ENE iQ.A'i1N6 OE' 1.3 AND SIZED Ae4AMVIN6 "f0 SURVEY. THE SUR%MY PA SHALL TAKE FR Z09NCeS OVER NIOTMe 5P •G�tt" �IC'iA,T 006 GRADE Y'� anz TO V1ESN. •* . " ;STAIR STR1N dt" AT TOP AND 80.1 OM Or RUN MV TABLE 3-� 1/VyQ AND CONNMGTEI7 TO THE AUTOMATIC ' • BATH �AF .• • AND DRAM". Be STUDS ALON6 AND IN LIME PITH RIJN 01' 51AIRSl, iP CONTROL TIMER. THIS V4LL FA�C.IUTATE FR E�N AIR 4. U . . • NiLESS A PROFMftW7NAL. N 195 '1' 4M CO-0 1. HING 'T'4 � ED 5HOY"m THE YrA SHAL.1. OI°LN �D • L.L UNDER THE 5T•AIRS ARE UNMISHED. DI5 N AND B THE! POSSIBIUTY Qr MOI°5iumm .. SITE �: M AL E9�GL0'3URE5 SHALL BE FULLY TEM OR LAMINATED AIR B�Nib EN INTO THE BUII.DIN6. IN TERIOR FLANS, TH MOT PLAN RNA$ DRAM FROM GENERAL 1. ALL METAL GONNWTORS SHALL. SE *SIM1""" ON OR AN M IN I MUM T1•i � Ems =1/8" TeM . u4' V 50 I E6410 B �=i LADEN DRIV ARKS AND 15 NOT TO BE CON•. 'ttW AS A EC�/1V. SAP`EW 61.A� IMUM A 17•_ti'�R3 SHOULD BE UNDERCUT 1/�' ABOVE TAE #�iNtSHlE�7 .. GOHTh.AGTGR SHALL T'AK M � C,QMI�t,.Y WITH UBC. TJ�BLE �3• -11 LANN�iIr1ATED AND N+IEET U33.G. gTANDA� J250 'r AN17 11�15�RT5 . -L BRA E NAILING SH ErHALL SE f"LOOR. i PULL RE'SPON�SIBILI FOR MAINTAJNIN6 1'ZEC,1LlIRJW ZONiIN6 0T1� Y'M5E ON f RAMIT'ib OR OTt �`� T1LE5 AT AND YVET 1. UNrr5 SHALL 5V-*X THE 5TAMr OF AN 13 01 UMS ' • I T THE T'ArN1'. ••�,�� TESTING LAB AND SHALL BE INSTALLED IN I��NlGE • , .., • ' , • 5ETBAGKg OR sHA L. AT HIS D - T© 5H 1504 ALL. NA LS 5HALL BE S. ' M TO P ROVID E A FROFMOONAL. SURVEY PRDvor. SEGZJI� SL m i"OR ALL 6RA8 SAMS r4 TNES Tmme Or THEIR L.15TIN6 AND THE OWN P'R4V Y`YRE NLA1L� _ • D INE SETBA�C4 ANW /OR OTHER ZONING - A. PAR 1'l..Al�t, C.�'ASL.L' Or 5Ut!°`�RTIN6 A :SOON IMPACT WOO. M�AG INSTRVGTtONg. :°!. UM 01T KA&40" AT W LTED C�ONtN1 FG RE5 941AL•L BE _ �. UNITS MALL. HAVE 116HT -1*11 1NO 6LAW EA00"t ADS TOO SHALL :NI+C RE ALL N15G1'�SI AY T'OR�3 TO WEATHB: ' '3. "T1•IE GrCaNT 6ALYANI�ED OR DAVE GoA►T1N6. EtOOr1Nm► •. � •' , • I�lEADtLY L.E DAN�rER L. ` . • . SHALL NO't1PY '1i•I1,. t T101�1 FOR AIR AT FRONT Of FIRE BOX AND A 3 /S" Pt�ZMt' AND T IV�D BALL BE.1�A5'T�lE3? MTH k�'N -R �1"Ai�1T 1. PRE- PABRiC A ED , �. SHALL BE EV 8Y A rmm TO GC.�NSTi�JGTiON, ova AJ�IY'REV15iC:N5 OR ADDED iSAg - Y'•i1N6TON STATE LIGESIS 3TRUGTIRAL EN6MEER AND 'T1•IIC.NC (Mlrl) NION•- COMBUSTIBLE HEARTH Y�•IIC.N D t B L.DiN6 15 READILY 1715T1N&UI5HAj3L.E FROM 6 FLOOR. 1 ' REQUIREMI NlT3 TED BY TH BUI . q4 ANGL M INN !^!T1•I T HE � .'�►3� ft�..R�tE�1T5. 5iJ8MIT . . Yyt'Ti -TIN HIS✓HER JUR15DiG'T1QN. � ,A M NAIL GOMlp xm 5HOP c55- ��Ti~I � %3 � IwOR HEARTH IONS i� Y. b E3EL�4Y'1. . PD PER U.M.G. UNIFORM N3UILUIN6 C�OC�E 1q�1"I' EDI'T10N i AtiMENDME3~lTti3 b. •T1-IE G�.7NTRAGTOR SHALL SIZE AND LOGA'T10N 'TtJRAt_ LJaE3` SHALL AL PF TO f ABRI oATiC�N. TRU5 . ML. BE: 3. GHNNEY G Y�ITN 3EA7`f1.E �3lltiwDfNcS GODS AM�iDMENT3►� IF OP ALL RSG JIRED C�t°ENINi63 1N , I*r�rL.LS AMC ROOF" 1. ALL FL FOR 51RUG . MTH PROPOSED MWHANICAL, IN4r A W EL•EG �� AND BEAR A 6RAOIN6 STAtrt1' THE AN�IERW*AJ4 :STAMI��L�D BY AN ED kIANUFAC I RER OR BY A AMID Y�A:B.�O. STA NDARDS FOR INSTAI.1J41101�1 OF SOLD ABLE TIONCAPA) AND TKIAIL tJBG TABLE - GMAL"Y L AGENCY 6::H A+°S WASHINOTON V4000 i"VEL S1RNtIN6 1gaT r ^SHIN&TON 5TArTS ENERbY COVE YVA4 51 -11 PREF TEW i MM5 TO BE HAND' ANT? �- i •4. FW..0 VIDE 5E15MIG A NCoHORAO • FOR ML'TArI.• ANU AGTURER'�3 Lg`iDArTiG>F15. 11-S -1 UNO. �, " TRU55 FABRIGATOR5 0VUN CUES . 11�vT'A► LED PFR fN F P NAtUNb AS 2 TOR SHALL 1/WIt =Y CXAGT SPANS PRIOR 1'O Pl CHIMNEYS. CHIMNEY'S TO BE Ai�lC.H4RCD /4T' OIA^FtA &`M SHr.AT'HiNcS ANL7 • M LCD • . •.. . _ _ 1"O UN 014 F ��4THIN6 PAE3tZ1GA1"ION.• t ., E`AGH JOIST YViTN C�,J 1 1/2"' X 1/8 METAL 5 �-. • HANK NAT BE USED AT ALL AROUN O THE OUTSIDE OF THE CHIMNEY AND IN5TAL.LED .¢ -A PA 1'L NTH EXT. 6LLiE, 3. SHALL BE Tics 3✓ _ . _ . � AND NAILED rItT.H Cb) 8d NAILS PLR STRAP TQ R OR, � i3OoR.: 40 PSF, ROOF: 25 P3P, J4T71G: 15 P', STA�It?3::• • F.I. 3?11fa, GL�IE TO JOISTS AND NAJL Yr'TH 10d v b O/G GONNEGTIONS or �. OR HIP TRUSSES TO A • NUN BemAIN6 PARTITIONIS BEL.OY�I d GE11.IN1� P1�,AMINIb. 100 P5F t ' E06E5, 10 o 10 O/G FIELD. MAIN C7IRDER T1r:L ►5. • • • _ • .. ,. � • 40 PSF, BALCON 60 1'SF •C tJ LS, • 20* P'1. -F •::. SHALL Be 1"7 G -D-TNT -SPA PL 11RA65E5 SHALL BE s�ARA� PROM Tru55 V4TH SIMPSON ,l. i� 6��R FifiZ 'L.AG S iii CHi1�N YS, AT TOP of RAL • • : n114 exn5qjoR (5LVE, P.1.24✓O, NAIL 8d o b 0/6 •1 , Sd 5TG FAbTENIF.RS. . CA41HNiEY SHALL NOT HT T ANY 51IRL TURAL HEIG • SEISMIC ZONE B. BASIC WIND SPA: 80 N+II'H, FJQ°'03URE B • 4 11RLI55ft SHALL. BEN AND INSTALLM IN +O 1T O /C FIELD :. OT HER - THAN rT5 OM UN 255r 50 DP.516HW. A.NiGE rgTH N�ANUFA�:TURER'S 5 'ErC.tFIC.ATiONS. ,� AC.GE5518LE OA�MF CONTROL AND WHO) ` • , OUTWE COMBUSTION A+IR. i 6E N ERAL C:C�I�T'.UGTaC�N Nc�TE� 6 TtLATtoN AND A�C o KYLI�H� 3. SOIL. _„_..+.__ . _.... MAXIMUM TEPER�4TVRE5, FLUE UNIN6, FLUE 5lZiN6, t • 1• V M411LA - M CPAM. 3PAC25 AND 1 $a 1. �6LAZtN6 5HALL SE iNwL± P T1!Mr ED b OP), TERMINATION HEI6HT AND G 4CZ5 TO � TISL F mni o A40'7/32* FS • • r�1NC•4 NOT L THAN . LAMtNA'1'ED 6LA�45(�rT'OM) THICK MfN11�lUM. SHALL. GOMri.Y Y'MTH UBG TABLE 31-$ AND 31;�A,. SF.ARIN6 GAPAC".tTY ASSN A1' .2CX" IN SITE GONL?ITiONS ANTS 511E - rTANET PRE W FOR EACH 150 Sa F'T'. OF UNDER FLOOR Z I°ROVIDE A MTNi W 4" DI G'V',B, PL.A�5HZI2 Am"W COUNTER 4* • . SEISMIC ANIGNORAGE SHALL BE PR7 C VeV FOR OR A 50IL.S R1!r0RT 13Y A (WALIFIED 501L S IF 500 COIT10N ND 9 UPON EXCAVATION � 5 oPEN1Nv3 XIMA17M.`r awAL ►+ PLASHED AT TOP � BO�TTOVI AND STEP FLASH 51Dft. MASONRY GHIMN M AT EXTERJOR. � R, r r� 11130 �161N1E£� far FROM THE 501L. BEAFUNFs GAPArCAlY OJTLINIW ALON& THE LENI6TH OF AT LEAST TI^IU OPPOSITE 501!5 TRIM UNIT SHALL HAVE. A SAWN AT THE 310 .4.3. 1�:� j •_:� E.AOtTH ED AT 60 PCT" 521 IVALENT• FLUID "L�E:51GN L.�]AL?�" OR IF EXCESSIVE Y�IJ�'1 R lD Y�TH 1/4' RESISTANT YORE Mai C LOIN#? END. IN:3TALJ.. r�i • "•, ► ;�::FAG'rUR ?"3 iK5'fRUG'f1ONl5, 5. CA L TO COMEWSTIBL.E MA : .7 PW,0M FOR BAaEMENT AND 30 PCP FOR + T', GONTAGT THIS OF 'l j 5 AT 3PACZ O 0465. 150% OF THE VE516N LOAM E�OF E BAR GONG COVER: E IN S SMO BOTH O U OTHER SUCH ALL AND F DAM ; AN t"fiNlSi� AND ARE Y'IEt.L T q-+w4q ' �. !F 1» SMOKE C.HAMBF.K AND Gi4iMNEY NAL: L5, b" CAN RETAtNINb . Foarm SHALL TO BELOr! T14E FROST f �,V 5PA ZS, GR055 V "LION • . _ - �i �. 1/ENTILATE A .,.;;. - FRROM FiF` 0fTNtINIS �NI'J •oil T18L.L. M>4 •- SHAL.I SF�R ON VNDIS'TIJRBED, NA�TNE UAL T 1 /150T}I Cr THE ATTtG ET P - .,). ..� •t,. O R •� . E6 ; .., .. • Q P• -OFMI4 5HAL NOT f?t?�,, �' •BTf�� s �.� • P EMERC�ENG • • �NConS'T' •• 00 NOT 13AWC G>=IL•L UNITiL HAVE E3E�1 'THIE � MAY SE ED AT LEAST 50 6 O!" �' INC-44 OFD T: � -RCM , OP'P1.tN60 .. .�._...... EaUATMY BRA ZO OR HAVE BEEN OMC -NED TO �T 'THE Fi�JiRED VWr AREA t3 3 FT. EAVES V4114 5096 - 1. E°.V�Y SLEEI"DIN6 �• �: �` BASEMENT SHA�.l.. HAVE �' I ' •• EARTH FZE. BA�t•'.KFzll.l MA►TERlA�L BALL BE Arl EW DOO TO TH OR A MINIMUM OF ONE b.. NIEARTH SHALL BE 4 1�tIN� THIC.IG NON •M(NmoluM GOM E 51 RENOTH. �5oa ICI AT 2S DAYS OF THE RCGUtREi7 VENT ATE, IN THE EAVES. • � C?R MA �,�' )C Y�NIDOY�1 YVHIGH MEET�3 THE >a . b RPSQUIREMETITS: COMBU5T18LE MA Hir.AR7H M SHALL • • • �)• t f"ERMEABLE ANI� FREE OF bA�ltG '3. AN AC.GE561B1..E AT11G A+C�GZ~.555 P��IEI.. EXTEND 16 FORM THE FRONT OF AND S BEYOND THE . a i CHIT OF 3O" 1N°JiJLATE AND- MA>4MUM ,. ILL HEIGHT OIL 44 t ONIN ET CLEAR OPENING AREA 5 1/2 SACK G PER C.11/YD. MAX. b cbA�,. YNATER • • ' 50 MINIMUM MTH A C LEAR HE I �GHT 4 , StOeS OF THE P E OPENING. IF THE b 15 � 1 <• �V+T1- IE•�- STRIt'. OF 5.? 5Q. F'T., MINIMUM GL :r{.�1= �4 , MINIMUM SACK . REATER THAN 6 5a THE HEARTH ON 5HALL CA EAR "DIN OF W AND !. . Be BE OPERABLE FORM THE M 'M SLUMP 4 ". N'1 A►TE S= • 4. PROVIDE 18' X 24" 5PA oZ, AC CZ56 TO UNDER ,.�, � OR KJ Wo IN FRONT OF AND 12' BEYOND THE 5tDE5 OF .. ' FLOOR - . IN51DE 5 . T'U .� .5' *40V4LED6E`.. s M40 OPENIN6. HEARTH EJCn2Ni5ION5 SHAt L BE REAVILY RETAINtNb Y'rAi.L: X500 I°51 AT 28 DAYS, '5 1f� SACK • �• D*11N6UI5HA�3LZ MOM 5URROUNO1N6 FLOOD. CEMENT PER C.U/YD. . G?. ' SMOKE 1 :4:1 � ' • • . '• 1. SMOKE DETECT • 5 •5I� 3E PROVIDED iN EACH _ • OR AND SLABS TO BE { • // C�LAZ11�6 • ' ` SL.EEP1Nb AND SHALL ' •.? iNST'A L ED PF.R W. EN R C•�`t NOTES PER 1 YVS G 6TEEL $ 1 • '1�1 S AFETY GLASS SHALL Be INS ALLED MANUJFAyGTURH�•3 �,�T10N5, i�r10UNT . ' ON THE REIN FOK IN6 . GON RATE THAT ARE • L,pGA - npNg, INIc;.L.UDINcy � 1. UR .IOINTS Y`YhIDOi^t AND iDOOR • NIOTL. AND N GEIUN6 OR WALL GFN LOCATED W THE �, A 1 GEN1 ALL P05T FOOT1N" UNLE5L3 6LAZIN6 IN DOORS. 6L.AZINi6 - T' TO HUMAN tMF'AwGT, OR AREA cSNiN6 AC�GE55 T • ..1~:�GH 51:PARATL $ Cy fRA''t�• C7f�'�ttN65 E3 Y''A1.•� AND ASTM A-615 40 DE 'I PLINT H5 AT 5LAB5 OR 8 PLINTHS AT EXPO5ED DOLOR, &LAZED � q �, � AND ROOF, AND B WALL Pte, TH Cb" IF PAST 15 PR#aSURE '1 REATED). PIR-OV IDE b" 1^iITH iN A 24 ARC OF G M GR WAL_NClN6 T E7RAT10N5 OF UT1L.ITY SERVICES - = . NH1EN LE55 THM 18 ABOVE F`L.00R AREA. IN STRUCTURES YW'T'H. =MORE THAN ONE STORY OR OPENUN&S AT PEN + ms LUM BER L.L MAT TO FiN16HED GRAD ES E. N' ' ? 1N U.B.G. 2406. 5� rtlTH A BASEMENT, A SMO.KE•:, CTEGTOR 5i -LOLL SE I `THROUbN , f?OOf" AND am# IN. FROM 5I ASENML�JdT FOVNDA�77oN1 iNAllS WITH ,2 GOATa A5P'f �..•• URFArGE AD A6 x7EBGRtB IN 5T ON EACH ST•ORY:;t'" IN THE BASEMENT'. I LAZING 15 R. wff;kED TO BE PERMAi�ENTLY MA,RICED P ' OPENINGS IN THE BUILDIN& ENVELOPE, 1NGLUDtN& ACC5 tr.510N U.N.O. NNLE55 OTN {E YWSE NO ON t • 6 SPL.tT LE\/EL S'TRiJGTt/RE!S, Pl SMOKE 'TORS ON E5 � .. - VOCo 2406.2. PP LEVEL, I/ SS EPS'"�t6 R.00M5 ARE LOCATED ON PANELS INTO UNHEATW 51" A4M. SHALL BE • '• UNLE5L GAQL W, OAS OR k CATHER -ST RIPf'F� TO LiMiT AIR 1°LA'CE AND 511 .1.3 Nr �1 OR E3� • R 11�E ORGiNC� LOWER LEVEL, THEN 5N�ioKE 4 TORS ARE RF4WIRED ON L.EAKAbE, i�EATHERS?R1f° EXTERIOR DO�OFZ.S AND DOORS GONG) . C I. iCL' ��'�GTORS SHALL BE hUDt81..1: - IN5TALL REINFORCING PER A.GJ. STANDA RD t'RAGTIGEE, AWATE AND � ADJOINtIN6 UNHEATED SPACES. EXTERIOR OP�lIN65 STUDS 14F "5'I"UD die-Ave* I 1. ..L TRIGAL. C40t4TRA4TOR 5HALL eV LE�'4Nb ROOMS. - PUGE CORNER AND GONTINUOV5 BAR5 MTH A M OF 30 E�QSTIN6 AND PROPOSED r. E EXF05ED TO YeATHIER 5HAJ .L. BE FLA5HED IN 5" A JOI5T5 AND HF #2 RS. MINI IMUM )Q°QSUf�E DETERMINE ADEQJAGY OF C.IRC.tif T'°S Z• SMOKE D�TOR IN 1 C 0NSTRU .►TION 5HALL 8 AND P'R01/lDE I�:EOIJIRE'D - N MANNER AS, TO MAKE THEM WF.ATH .ALL POST'S AND HEADFRai OF *:2 AR DIAMETERS. . I G N1F..A►THER Z" TO EARTH 3 "2 TO OTHER 1". �TRtGAI 5rRVIGE Y DIRECT KRED TO BUILDIN6 . JY iE1rL F ITHC�VT A 0MCoON E T t N.EJG. STATE AND 1rOGAL. E�IERE► rLA51~itNc3 C�OUNiTE`L.ASHiNcS► AND GOPINc� YEN Old BEAMS or v i AND AM E PER :SIWTGHI OTHM THAN FOR T '11oN AND I • • ZM5W ANCHOR 80L.T3 A MINIi�iVM OF T U14.00 PLACE ,A,,,G-�RgRS gPE0FIGATIONS FOR - METAL, SMALL BE NOT < ?b 6A CORROSION. WANT G11J - 1•.AM BEAMS C3iN11'L.E SPAN) ' ' ENDS. D5. GO` ESo AND MANUF AND EC�IJIPMEN'1'. MU5T HAVE BATTERY BACK - iP. ALL OTHMS MAY BE THIN 1 t TS, APPLL+NG� METAL.. 6LU --LAM BEAM5(GAwrI ) 24F -YES (I R t°ROPOvED BATTERY TED. :. �. PR01/DE VAPOR BARRIERS AT HEATED 5DE OF DE�GK JOISTS P.T. NF 1 �' o T� KD ME" F0011N65 SHALL NOT IMP05C %N015516NED" WfI a ADS, ON NIEW EXIS AS, M1 "RJR RETAINl11�lG SEPARATE PERMIT REQUIRED. --- ----�_ OR TINC7 F3 INSULATED A555EMBL1E5 E`XGEPT AT tN5U1.ATED WITH 1 DECK BEAMS P.T. HF • R • SECURITY VI.P. ' WALL BOARD AND AT 5HOwr.R COL IN&S. , � �� � ¢ . .j MECH 1 PROVIDE 5 . A T AND 6 3. PROVIVE b MIL, aBLACX, POLYETHIYL•E NE. 6 'M TAI. CO1�tN , 1. rtARM AIR FURNACE OR 6A5 H.W. SHALL NOT BE � AT St'ArGES. LAP ' 12" MINIMUM AND LAP UP LUMBER AND F�ZAM INS► MST UNiD� �3T D AdR5 AND 5HAL1.. HAtYE �aORS WITH A MINIMUM 1/�,THRDY�I DEAD BOLT NTH C-0 FR 1. FRAMING LUM5ER: K•D. TO lq% M0151URE CONTENT, VENTS AND DIRESGT �X1T51DE � BU5T AIR. LE NTHCJIJT' GE OR FOUNDATION TO A HEIGHT OF AJACA ENT 0 5IMP50 BRAND OR AN IGBO Ea IVALENT RAOW F 51V. 6KADING f�1..1 P1 Ka-Lim. OR 6AS GES IN 6ARA6E 5HALL BE ON A► 1W H16H TOOLS. .•: C�RRADE. � - a PRO'1/IDE 085ER1/AT10N PORT O 54 " -66" OFF FL.CXJR 4. INSULATE FLOORS, riALLS AND ROOD PAR PLAN. MASONRY � -- _PA_ A5 A PUGABL.E. GRADE AND 5FE 4F:5 F'ER F'l.ATFORM. AT UNC�LAZEI� ENTRY DOORS. 5. FACED INSULATION TO BE FACE ST . G PLANS 6EN .. NCJT� AI 5 AND VM16N LOAD BONIN 3• R DlJGT3 PENIETRATiNb bA�E TO I��U11vE b. S. . f R° OVIDE 5 FOR "ND'OrO < 10' FROM FINISHED. INSULATE HOT AIR DUCTS IN NON- •HEATED SPACES T 5F.P'ARATION SHALL BE 26 OAiJ6E MINIMUM OR SHALL TABLE 4-16 -4). PA ORTAR: TYPE S. 1 PG, 1/2 LIME 1°UTTY, 4 SAND. 5l EEL.: ART". TAS (R 5IL.L PLATES, OEGK 5V8- 5rk0C'TURM, F05T5 AND HAVE APMOi�ED OAt*iFMS • � 6 1. INSU " OF P''ER1ME'1"ER OF SLABS AT HEATED '�{ �: 4D ._ ......,....._._.... --._ C SED TO ^ ATH ER AND ANY "000 IN CONTACT • S► 4' r4. DUCTING SHALL. meeT V.M.G. STANDARD5 AND EAM . OED. GONTRAGTC�R SHALL a. CAA AG SEPE� ROOMS WrrH R -10 R1biD INSULATION. , TH GONC SHALL Be PRE55URE TREATED WITH AN '5Y5TEM5 ARE TO BE SALAN 1, tSA� IN6 5c.`'ERATION SHALL C�c7N5tST C 6. INSULATE HOT NATER PIPES I'F.R TABLE 4.1'1. cn�� VA • Q'VED VA - Wr. COLJIJMN5 AND P05T5 5HALL "ZOVIDE MECHANICAL. DUCTING DIA &RAM5/5H10P T14N°f f?IRETAP`ED 5/8" 6Y�, TYPE. '�C' A PPLIED TO AL.I. 6A�RA6E q. PR01/IDE: Z S G.P.M. t=1.DW RE57RlGTOR:3 AT : C, _ _ E FRAMED TO 'TRUE: END 5E.A JK6 WITH AD EC .►ATE GS,, EC1uIPMENT SONG, HEAT L055 CALOJL.A ES, 1N6 N65 LMNb A AND i AVOID VPLIFT' ANO TURrR'5 DATA ON EGUIPMENT EFFWAftIGY C�l1RFArG At�.JOtl�i t 1`fIG GHORS AT TOP AND F30T`fOM TO ASV AN MA+T� =AG SPACES U.N.O. - 10. WAl'ER HEATERS 5HALL MST 1�T NAJJGA. t� 5PLAGEMENT• PROVIDE LATERAL. WFFORT FOR BEAMS, FOR ARGHITEGT5 R,EVIEJN. 5 tVTGHE�tS AND °�i"A� ' �. 6A+RA6E GEILtNb Y'MTN Ln/IN6 SPACE VSIN6 11. E;LEGTRIG HY�i TANKS IN NON- HEA1ED SPACES SHALL .�� •• _ } 11111 11 1111 jr I !RS AND JOiST5 PER U$G 2306•'1. PROVIDE 5. 5ATHROOM5, LAUNDRY ROOM . - PORARY BRA ANdr AS REOUIRED UN71L ALT.. K.ORMANENT ROON�15 SHALL HAYS MEGH ANIGAL EXHJ T NI tZlbtD � OR = SHALL USE 2 LAY�..� 1/2 6Y�3 TYPE X'. 1 �E PLACED ON A NION- �GOMI'RE5518L.E SURFACE AND THE -d NNEG11ON5 AND STtf FEN�ZS ARE INST'Al.i,.ED. : PJC nNb TO EXTERIOR, rATH A B DAMPg.R. • S. STIRDC11 RAL 5UPPORT'S FOR 46 5PA,GE3, FLOOR IN5ULATE0 TO R -10. i •• `' • H OUR. SEE ENERGY H•tEN IN THE GA�FiAC�E SHALT. AL50 BE Y4RAf''PEDC 12. HVAG EQUIPMETIT SHALL BE 5L TO A MIN A MINIMUM JO ST BE,AMN6 OF 1 V;r ON �GAPA13L.E OF 5 AIR CHANGES PER H CUDNG INLI , T 9 MAXIMUM )7 3" ON GONIGRET�. NOTES TOR FAN VOLUME AND POS BEAMS AND JOISTS IF � 100 AND MAMUM O � �p ► 4 CAMP IN AIR OJAU . � 1a:EC�JiR�•. SUPPORTING FLOOR A INSTALLING GON'IRAGTOR SHALL 5M& WHE RATING. SEPARATE PERM T • 4. ,AIR DVGT5 PENE 'TRATIN& THE 710H SHALL BE AHD HEAT L055 GALLS, , �6 bAV6E OR HAVE A APPROVED DAMPER. 13. RZCZ55ED UGHIIN6 SHALL BE TYPE 1G Ott NON 1G , • j t S. FROM 6I��A6E TO b SHALL. BE I- INSIDE AIR -TIGHT SLY (1/7' GrM BOX). 3/w BOLD wRX, 116HT i'�ffi71NO AND °SEEP- Gt.051N6.� 14. HIND SAf�FLES TO A POINT 1Z'' VET? Y • 1 AWNe THE 'r0fv OF INWLA110N. . r / j f • • • 4 1•`"^' `.fMi•"a' S•f•'..► KrA•!••'f7' ►I.1'/"'%'.M"S." K...w.•i.`.• ' • ♦ . '• A•!••R' •+Ff••^- T +' •. ". '. .' .'. ..V+ ✓ . _.. 'y:r +Yr.1.. .•. w.. r . •^mow .. '+' ! .. • . I• ..•+r+ r .1. "'f i^ .7' '•''t' .. "t. -. • s .._ Z L .• ' .AM.,+: ����J•n .. X4'1 . .' T . t +• c c GY . '. •.+' -1• . • +►-- 4 `/ f T1.. •.,,�.... ... ,• .p.. .... ..• . -.. _.,,. ..In+v R'►•s - -.'•_. ._. 7w- - .a,.... -- .. -. .,,-. .. .,... . .I...T .bM ' a•p'R'••'MN'•r' TABLE 234WI -1 R 1"7 UNIFORM BUILOM C00[ R N •• TABLE 2341- 11- la"tWUNQ "EDULA ' AS O ANGNOR SOLI INGL INGLUD'B E Amore INT IK ASY. � oist to till or gie�dt� tosasc� ALT AL TL 1 �' LIN LINPN Head to joiae, tosuail each sad 2_8d ,� . MAX MJ4)4MUM " x 6" (2S man x 132 mm) subfloor or Iets 10 ad joist, Isa hall sM �!'. M.B. MAC44INC IDOL• T V k1w tlwt 1' x r ('21 on x 152 aam) OdOw tv acM joint, lint Mil 3"M �, • �GANT. �CJ�N'T11,�!�/�t MIN �4M11�lUMt 2' S1 mat) •nbftw to a b1lad sed boa aft 246d "' DOLT 18th IINGr1.U37L Sole plate to ** or blockin& trpWd fans nail 16d at 161' ON Dare) 8-c ' sommigoommomme GL7R GL'17AR NTS 1NOT TO Sots puts to or blocking, tt braced wall paeslr !� 3-164 pef 6• (406 moms) • G.J. 4,MUNO JOI'.. T OA �G'�I 7. Top plate to stud. and Dail . 2.16d GL CaNal 5q.6 i P O.G. ON GENT M 8• Stud to Bois *% X4-84 toetall or 2.164, cod aril COLA GL�,AK ait D' 9. Double attcde, lhos ng 16d at 24" (610 Dim) CA C.OM coommON t' w OKMTW 5 BOA" 10. Doubled top typkaal hla n o � ,16d at 16" (406 aauu) A c4mr COM lo•BrO. t''li01/ DY OY�11'R Double lop , . a-1 GONG c.ONcAkm f"1,- MLATZ . , 11. H s joists air rattan to ph" W Mil 3-8d - C.ONT GONTINUOA F •11R ATM 12. Rini Me top pasta, 10=9 Sd at 6 132 awn) o� • M T" Ply+ 4" and iat+ersactioM. tans nail .�. 2-16d 14. Coatiouwas beaded two pintas ;) 16d st 16" (406 assn) o C. aloes em* Q* TaBL . �?OU�3L.8 is. Ming jousts to pl tt, toed SIAM OIA�tBT�.R R I��JIR� ' - ' •-- -• 1't6g ANx? °�HB`l.l� 16, Contisooia beadw to stad, Wawa 444 B. VA 4H ENO , 3-16d . • • !.'Afr.N son RrC3. ROV" 01MMINQ► 17. Gil own bcs M8 yy�4 18. 16d • LR.K CA" Y ex • Q5T1Nc :3.G. EKMJP CORD 19. Rafter to pie, taa0 3-8d 1='Xp xpoew SH9' 'Sl•ll T 20. 1" (25 mm) braes to cuk stud sad Ph* hot aril . t 2-ad BXT - IOR 21. x r (23'mm x 203 mm) or ka to each bearing tsoa n o • FIN �iNlSl•i SKY S�1C'rUCNT ' 2.2. Wider tbaa 1" x 8" (23 m x 203 mate) a to each krla& fans nail 3.81 Mll.»tt7tt�lcas �• � , r.t9►. CK6LAOS OLOr9► ; . � 23. Built -up Darer staelt 16d it ?A" (610 ttu�a) o�. . Inj FL�OM .JOIST �! B T 24. Btu'lt -up Oft sod brims 20d at 3r (813 am) oxn u top sad bottoaa and 2•20d tt ends and in J f9N15HW "LOOK UN at ON* sails _ 2 - l6d at cub bntrteg • IWOS 'f"AGl' or STW TWO) me Dom (�� 2s. Z"' (si moan) ptaaics I°�1 S �• T. 8. Toy4 1.. f3JUZ 26. Wood sm c�aarai parcels sad T.PI.,. `r0T' 1�'LAT Subtloor tad wall (to [rwnac . FrT6 F001"ING 1/ " (12.7 um) and leas GL�3 dsl..ur -LAM BEAM tTjU ".,3 / (15 assn - 19 am) � $d of 60 • 6L.� ►�GLA?JN6 ~TT46 'TONGUE. AND 4L 1" (22 == mm) • UNP�1N. UNMN15HE�.7 1�1s "•lt /4" (Z9 wcp -3Z aua) 100 of So bR 6RAI?� . •b OY�'w" OARD U.N.O. UNLJ! 3 OTH , SB Combination (b kie�: • Ash a /," (19 a� sad lean • " . ' Ion Y. 3. Y 13 80 H, 14 �� 1/47. '1rM= AL 1 v - l�/ (29 rust -3Z rant) lode of 80 • • . `` )Y 1. . C 411' !^t,1. gq,p*t 27. Pane . H&T. NEI 27 (10 non a kss 6d1 ..��'T' 1..r�M1'' 1^l•P'. �T£ � (1 l6 moat) ) N.L. H la ( HY4 HOT r'I r Fibei I bo " ard abeatict+ng: /z (12.7 tats,) • Ho. 16 so a " (20 MW) rlo. 11 w A. T• • �+ 29a laten pMslins U1e /4 6.4 mm U1 Wit ��iOf�1A10�1 or box 11�Us be and wiwe 011111 i SUN& 2 Nfuls xpeced at 4 iOdffm 52 am) 04 dater at edge 12 Inch s (303 am at iatsnnedi+w xts excerpt 6 inaicea ls2 nun) at all e►i�as spans an • and sh" walls, raw to Ssctioae 23 5614 23ii W8n 481n A p s (1219 Imo) a rnoie+s• t=on ealling of urood sttuomw pa!wit sad . i for wall ttaaay be ao�araaoa, boat err . 3 Coaamo4 a dafionaed shank. 4 common. • , Deformed shank. - _ 6 Cornosion- mswaot sidinf err casing nab coafcrnait� to tha. regvts 0( Section 230. �s . • . 7 FWWWM spaced 3 (76 Mw) on CWm at exterior edges sad 6 ladies 152 nun) oa cepter at i - s • 7 •' I l aaen head an 1 t 8 ems length for t/2 -inch 2.7 rm) sbeathias and 1 -10ch (64 assn) , sC"M�� tstmt roofiaa =Is with • /te d o� s Quo sieeathia coafamio to s!m icagth far /reach (20 ) 9 Corraaioo- raistant vriih eaenaa[ /1 inch i� mm ctoern and I lls: inch (29 ammm I Cor t/rIncb (12.7 eruct) and 1 l/Z4W* (38 mm) kno far � '24 mm) ��sbestbia oonfocaaaag to requ �ra�ts of Sectaa 231)4.3. t . 'tOPaml appo h at 16 3 J= 406 nano) (M hicks (5 08 mm) if strength axis in this long direction of the panel. uslesa aberwiss marked). Cadn6 or G" UPS BREVIA 1�l5 /EL.g TRIG• EGH AN IG a , ed 12 same at intantediats supports. spaced nchp (13 oast) • C� ) t at 24 iacbca 61a gam s or [iaeah ,w'ls sptwcd 6 lacbca (152 a m) as aloe! edges. 12 lades (303 snarl) at I Mpporta. . . �.� G►�iTLN�• 1'anci supports ( � 8 . r • e5M fu- wTRIG 5ff R1 " MET' L 6f V4.0 6 rAvLT IN I°1' cvtc JtT - e5p GTRIG SMY14a rpANcL so sMOI� v�G•rOR + U.6. UNC UND ".L HAT •'R Sti1/IGL LINE 1w I LMT'RIG Kk" HVATM H.90 mom DI88 BBB 01..5CTRIG BA5 :?ARD G.O. GL EM 011T . �•O. �..OGAT� PF.R Or I"LWOW% G.A.R. 4wf.7L40 AIR M= I upc VTO VENT TO OVT5IT E c4r" OU5IC f•=T 1 Ivf"*JTB . If • I I&H 6 ajLM At�l • �;y�-r•� iEL�GTRIC, PANS.. :6JRf•"AGB LJbHT 3 3 YdAY �YWTGN 0..F�GTRIG MB73 r4ALL MNT. U6HT RE CEIVEp • -- ``'TM O F n ) KWr1 ,4 + t f p L'l11�i1if'R °�Y`�'TGH vMOKz Off=TOR R 5cZes 37 LJcSPHT `4 Timm %#4TGH E MA05T FAN . P RMIT CENTER . vuri Bx o n.cr CABLE JAC* fwLUORE5G�T HALF %Wc-Hev C� C:.. �eLUG�n�� TK^Colc UdPHT WH rHONE JACK f'VLL CHAIN L'T • rwoR OU'i'LeT ''' TH l�MOSTAT � epAg MLWTM ' VATZ 220Y 0jarLer 12 140+ F HEAT FR•�IgT� KY F=LOOR DRAIN i . �1,.gG. DAW 50 � HOSE X3188 � (`"'� tow .. � c .• , , , �� • 6f1G OVTLzi" • 1 r t , n • . Y w 4p • • II • • • I . _ _ _ . _ _ •fir -- -" - --'- -- -- - .__ .. �r : -- n, _ L . ..t- - _._ _ -- »� - - - i • - _ . • _ , •r : s• nL^' .�!-. .+ - "_•c:'• :r � - i �r....� rz - - . 1 0 1 , •.. ..•• . - - -- - - srr " t + ... S -+l.I wy1►M w1'w'. "' • [Y'.:-T.yt1i ri .1I'.R'/"' " , s •+ _*t .' w+ .+.*.f Pik. • .....r• .IIC...✓kScJli.! - +/RAi....'✓ r - � - �• - -• 'C'r -�.�' -.��_ ^r._ - � - - - .._ - - _._._._...._.._. - - - - ........ •- _ .. w • -�.•- � • ... .--4. r..w Y.�r. - �rll r � - 1l.iri r , • • M f l•, P h ' 1 f• f • . f 1 �•O. �..OGAT� PF.R Or I"LWOW% G.A.R. 4wf.7L40 AIR M= I upc VTO VENT TO OVT5IT E c4r" OU5IC f•=T 1 Ivf"*JTB . If • I I&H 6 ajLM At�l • �;y�-r•� iEL�GTRIC, PANS.. :6JRf•"AGB LJbHT 3 3 YdAY �YWTGN 0..F�GTRIG MB73 r4ALL MNT. U6HT RE CEIVEp • -- ``'TM O F n ) KWr1 ,4 + t f p L'l11�i1if'R °�Y`�'TGH vMOKz Off=TOR R 5cZes 37 LJcSPHT `4 Timm %#4TGH E MA05T FAN . P RMIT CENTER . vuri Bx o n.cr CABLE JAC* fwLUORE5G�T HALF %Wc-Hev C� C:.. �eLUG�n�� TK^Colc UdPHT WH rHONE JACK f'VLL CHAIN L'T • rwoR OU'i'LeT ''' TH l�MOSTAT � epAg MLWTM ' VATZ 220Y 0jarLer 12 140+ F HEAT FR•�IgT� KY F=LOOR DRAIN i . �1,.gG. DAW 50 � HOSE X3188 � (`"'� tow .. � c .• , , , �� • 6f1G OVTLzi" • 1 r t , n • . Y w 4p • • II • • • I . _ _ _ . _ _ •fir -- -" - --'- -- -- - .__ .. �r : -- n, _ L . ..t- - _._ _ -- »� - - - i • - _ . • _ , •r : s• nL^' .�!-. .+ - "_•c:'• :r � - i �r....� rz - - . 1 0 1 , •.. ..•• . - - -- - - srr " t + ... S -+l.I wy1►M w1'w'. "' • [Y'.:-T.yt1i ri .1I'.R'/"' " , s •+ _*t .' w+ .+.*.f Pik. • .....r• .IIC...✓kScJli.! - +/RAi....'✓ r - � - �• - -• 'C'r -�.�' -.��_ ^r._ - � - - - .._ - - _._._._...._.._. - - - - ........ •- _ .. w • -�.•- � • ... .--4. r..w Y.�r. - �rll r � - 1l.iri r , • • M f l•, P �m 0 • I &P , • .. � WO Ala r � 4-9 Ito&* Pf VIS ot H o. � . o • �G r-O Ll f2 0<0 v� G lap till lll�.j I Q1 mjj #.MW] - 1111, - .oA• • �m 0 • I &P , • .. � WO Ala r � 4-9 Ito&* Pf VIS ot H o. � . o • �G r-O Ll f2 0<0 v� G lap till lll�.j I Q1 mjj #.MW] - 1111, - .oA• HOLDOON jg, - -- 40 9410 MAJUNO HOEDOWN ANCHOKA60 I ANCHOR BOLTS NOT= 4�er4ttt& *z oo R v &A -r �� *JV7 4 14pi • 3e I +' sp ASA A- 1 - - 0 -- -- •.. !'� • 2; � �' b f 4 _. VOL 4.r I. LOCoAM HOLD O"4 AT EACH END Oft SHEARViALL. 3- EXTEND PIPN DCVN AS RED TO 2- CAPJPME K-64LL Cx;iNSTMACT1ON SAME AS ABOVE KWMVZ HOUPO"i A.13• EMBEC"MiT 1 • 4 THRF.AVED ROD AND • oOUFPLER AS • SHMNRY4ALL SCHMXLE-o MV FPbAM 1146 • SHEATHI" HAUN6 KAII -IN& SHEAR FLOW MAILIH6 SILL PLATE MARK ON 2X HIN SAW AWoHO" 04000 5LKV U.N.0• MATE A Full Ja5T e. ... I � Pw i e.1 4! •0 de A *5rzieo l i lo t� � • � r 4t, Ar . � � Now OF Azy 4�2 + A, 7Aa poV> � � '� 4*0 1 Z 1 to 41C.* 4-� VZ. I WI 0 49 IT I - e, q of f � �, �, L.00. • ! �, .. Wool- • 40 1 11. 0 4. 1 60 4:: 1 1 0 a 0 0 0 V- FLOOR TIES/ HOLDOMS , 1 111, 111 111, 1 111111. • memo • awww"oimb vAl - 5 1p04 e 2 ti;; cy i AL -000 0 I �*��,RFL•�� ' '74 0 0 lippo • • • d" floe �o��o� -�o� r���'s ��b .._ .. „ . . _� _ _ �' - - - - _ �....r_. - ..a ..t _ • <. _ .. . r... .. _ . �... .. _ _�' t�* .._ ..7- w_' ", • 7 • ....r"�v � %�a�'"�7��' �" .- '�"i�.� 'SS'�A'•` �" b""� .NM f • !ti •- V. Ww •Pn..�' I - AP/4P � ".7' Aloe • .-. Li "• _ .. r!.•�...ia''T. 1.711►• . +�MC� ) I s I�iI�M .lII .�+. • -• t�I. .., ddOt 110 C I ter O 40 z 100 7K Oe ig oe /11 1 4 04�vop '.0 je � : AJW" V=A -A0 0 4"11 t7: • ' � 1 � 3 �11 f • �.�1 ' p►J/M /Jl d � 1 w �I • ■ �I 1 • • _ r _ I S t i i • T• 1 ,1 • � r % } • M . M • " �I 1 • • • 1 ' r r _ r _ I S t i i • T• 1 ,1 • � r • 1 ' r r ZL #I !!•� «���, � j � - � ©'��' -8 Now al ff M _ ZL #I !!•� «���, � j � - � ©'��' -8 Now al ff M i r _ I S t i i • T• 1 ,1 f s % } • M ♦ : • • id • • • , ♦ • • w , • • • - 4 _711 it �r l • �� • ti w NOW— aft • _ Pd . - . r • 4 ' • L ana - all � coo � j � sac • ► , • • hill p ir p R MM AW AN 510- IN MINE u OP 100' did • •. 4y.P • ( • • - ■ • i ' . t • ,. • .� i 4;A .. .•. W p(it mew moo t fo • • ` t • 014111, Over w - 4. o �-�► IF ire ra i • L Op rl PERM, pro* wow no 0 ink `Mon— 20 • t `/7yRrL�i V - � Fk 14 X 114 l/� r Toll .� rb SO • � N ,� '• RTE .4+4tp; rte. • col Ste" I , too -ft" . do O fop • — , i N'z ad ld • dome - IN did I'f !? rr� - - - - _ _...- -- - -- ,, _ .– ....... _.. ..... !�'s..... .• :. tt . .t•': .. >7..•7".n''R;'!' �sD►•v+R•'.,....•AM►. -. • • • • I�� S CHEOULE i • - 0 54 TYPE AREA V "VAS" NOTW • Z 4/O /O si S2.00 0.83 16.96 r"s/ g rid 1 2/0X;/0 Fixed 4.00 .50 2.00 Grid /obscure . 1 «4/0 x 3/6 Sid 14.00 O sS " 1.42 • �•y • 6 1/6X4 O Fixed 36.00 50 16.00 rid - &q 0 !� 1 6 /OX O Sid 24.00 O. 1212 rats • 1 6 /4Xb 10 Patio 41.00 O. X0.04 5e t. 1 3 5/0 O Sld 60.00 Or 31.80 (1) r"6 ' )e& v 1 3/O 0 Mixed 9.00 O. 4.50 • Z 2/OX: /6 SH 10.00 O 3 5.30 (2) obg re i�j �►Ihi • _ 141 �o.00 1a.-rq • +� y • _- -.r. WEI6 H T'W '`U 6h5 0.516 Dooms a now 1 3/0 8 In • stt • � •000 011 3.80 Sol id urethane ` 2/6X6 6 SC wd 1 • � � 0.3q 6.q2 • 31W .. ,� . r ` 10.12 M614 - 1 - 11 V" (SASS 0.284 • ,1 IWNI�OY�! M UI=AGTURSR - • � , 1 � 0R MAN O I~ACi rup-ER *• MUNI •. 1 �'` • • • - ... • • •.+.r•%' i';• , * y am j •'r.+ _ �'.•• .. • • •� .. • • • .'�.' •.- +.,s '• .., .JAS , �`'- i.. ` w. Y. f f�_= • . .•..•P' • •rte • •• - • • ' 14 ..1 TABLE 6- • - PRESCRIPTIVE REQUIREMENTS'" FOR GROUP R OCCUPANCY ' CLIMATE ZONE m • �Cilazin lJ -Faces • wan WWI* W840 Slabs X . 08 ;�:' Door Vaulted int .. 11 3 • - 11- Fsclor GPI on . . ,. , Below •stow 4 A % of Fbor � ! Grade Grade Grade Grade • { L t,, O , L 12Xi 0.35 O.S8 �OatO R -38 R•30 Ri S R-15 R -10 R -30 R -10 • .15% 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 Unlimited 0.40 - 0.58 0.20 R -38 R•30 R-21 . R -21 R-10 R-30. R -10 ' • Reference Case . 06 -nowom�- As Goy -�tP �+ +�t� E► � - QUIPMENT SIZIN6 FORM Bu ing Component �esGrlption U or IM H Loss Gomponen Host 1066 ' • 'Value Facotor Foot a 1111 STVH • ' A. Y�tindow.5kyRte Double AAMA tested .516 :23.14. 2,.30.0 5454.2.8 . sliding i Swinging Pouble AAMA tested 61ass moor e Moor •t �� 1 3/4 w /panels .570 !Hood 1 3/4 SG rb►. • • � - .330 15.15 Its, Nood 1 3/6 56 .39D T7.94 17.8 -316.44 ' t Insul, metal w/TS .190 6."14 �20- 1"t4.80 A ' f C I N Insul. metal w/'TS .142 6.53 $ G. /Geifing 12--30 •036 1.66 I _ Insulation 431 1.43 4 • . 0. Wail Insulation R -�� wood studs 1082 3.'77'"7 1 6`11,42 ' 1 Belau grade 6506 • I R -U wood studs ,088 4.05 1643A •6 .8 . R - �1wod studs •057 2.62 . - •� M Floor Unheated R -19 .041 1.89 850:0 1"791. � I nsulation 12-30 •021 46 .... _. �'� e> d 1.33 -mom �j 1 r7 ' t4 !.� F. Stab On grade Floor R--10 • •.540 24.04 • - - Perimeter insulation 6. Baseme Floor None .03� 1.477 • H. Infiltration post 1950 .018x.6 A A4 0,50 . 1 2704.0 6352.00 ~_ Design Heating Y2NL • +(heated floor area Load .9 • . ) 1605 14.33 Minimum Required 154ulpment Size c OHL x 1.0 9 • fi Maximum Required �guipment Siz = OHLr x 2 Proposed E4ulpment Size (Output) O,�l��e • 00 0 ^, , low p -� 6N . ..-;a • G� �- • • d 0- . . • s �. • • . r u ., tom, f ,. . �. -rM • :. " i • • N . • • t • , Mr. 7 M i 4 I • • • • , s jr •... : s zrx - .... rq 1p t i r po aw o r 1 G • • M.'^ 1 • ••�•• +•• ••fir• -� ..� • • , • s �'�.,&�•�' 'fit b . , CITY G TUKWILA • -1 FEB 2 5' L AS OP dft .•,r,..,•,. .,.••,� ".•f.. w.+•}.- �...r.• w••••- .•mow• -� ••� • � //�t^ • ' I . • I � • y ,►' + s �, Sit' M ,i I � 1� ,a L , t.. M rl • kI TAW Aga ;IN rAK • • •s ti r • t� �. • E • . j wo K- fie, yj0 I �ls �- _ zxG 1 1". 1 .A &" 0 -QO N(X �ayle K-ok I 4pli c;) 4A6 ri P, • r .r , . w' .. �� t � Ilrr •�' M ' NtTCGrZATE D ► � } 41 MK VEN c� I& awr- o.rs ar�+wr+s o..+a:. M x 1 0 . Sr��, Moss T '� ._.. •S P ',� I' �r►�/or� �,4�►J �► ��--, ' ExmusT A m J 1 14 zo VJWP IQ IIP rd�w 1z: k! ...I I • & . 1::p L.4�1 oN • , ' ' to eo2av)- 1 iIIIIIIIl HIIII k dt w rr l n • ' 1 WOOM ' W104 I a �+ Woo • ; L Ile Mile ..• I I P vRN Alts �; . • , l 1. • • • • i • . W6 LLJ6A go two 52LOL;zi .0000 000I OOOTi ..-I I t j jwo 4 11 C LO • Zo _ � , i' � �,. G ' fAw)w ;L I too,4;�) 0 t-w 6 , l..d�V �;►�� - Ave 1:5--02 F. _`x I 0 A 00 ` 11g or 7 V - r ; A k4 40� (rio e4t0000l P>—`�s 4 ' � • � r ... . 1/ /� � � � � � W ��� � � �C �• � ` � ! • ' . • •"+ l �, • ••���• • `� • • ♦ f .`. ••� '••7r' ;►.M„ •; s- .� •- - 0 10 - 01 Om 001 ��j L, �_ g2 loon o 6.100 40" 0 .6 j 4p t' , v • • • • • I I • • r • •• ' • • r • 1 . T . A •� . t . • •• ,, •• • • . • . • • ,� 1 1 � •, Awco!p •• .• • /' • Ape POO L.00 t il Ob zoo 60 loo,,0040 FEB* 2 5 AN PA�% Z1 1�_ f • , -e". Jam.. ; �' I � � � � � ING CF Nr� IZ -%, n DATE SHMT OWPI • Al 4IIIIIIIIIIIM • • i .f • REINFORCEMENT SCHEDULE HEIGHT IN FEET • HORIZONTAL REINFORCEMENT 2' NONE REQ**D rl • kI TAW Aga ;IN rAK • • •s ti r • t� �. • E • . j wo K- fie, yj0 I �ls �- _ zxG 1 1". 1 .A &" 0 -QO N(X �ayle K-ok I 4pli c;) 4A6 ri P, • r .r , . w' .. �� t � Ilrr •�' M ' NtTCGrZATE D ► � } 41 MK VEN c� I& awr- o.rs ar�+wr+s o..+a:. M x 1 0 . Sr��, Moss T '� ._.. •S P ',� I' �r►�/or� �,4�►J �► ��--, ' ExmusT A m J 1 14 zo VJWP IQ IIP rd�w 1z: k! ...I I • & . 1::p L.4�1 oN • , ' ' to eo2av)- 1 iIIIIIIIl HIIII k dt w rr l n • ' 1 WOOM ' W104 I a �+ Woo • ; L Ile Mile ..• I I P vRN Alts �; . • , l 1. • • • • i • . W6 LLJ6A go two 52LOL;zi .0000 000I OOOTi ..-I I t j jwo 4 11 C LO • Zo _ � , i' � �,. G ' fAw)w ;L I too,4;�) 0 t-w 6 , l..d�V �;►�� - Ave 1:5--02 F. _`x I 0 A 00 ` 11g or 7 V - r ; A k4 40� (rio e4t0000l P>—`�s 4 ' � • � r ... . 1/ /� � � � � � W ��� � � �C �• � ` � ! • ' . • •"+ l �, • ••���• • `� • • ♦ f .`. ••� '••7r' ;►.M„ •; s- .� •- - 0 10 - 01 Om 001 ��j L, �_ g2 loon o 6.100 40" 0 .6 j 4p t' , v • • • • • I I • • r • •• ' • • r • 1 . T . A •� . t . • •• ,, •• • • . • . • • ,� 1 1 � •, Awco!p •• .• • /' • Ape POO L.00 t il Ob zoo 60 loo,,0040 FEB* 2 5 AN PA�% Z1 1�_ f • , -e". Jam.. ; �' I � � � � � ING CF Nr� IZ -%, n DATE SHMT OWPI • Al 4IIIIIIIIIIIM • • i .f • REINFORCEMENT SCHEDULE HEIGHT IN FEET VERTICAL' REINFORCEMENT HORIZONTAL REINFORCEMENT 2' NONE REQ**D (1) #4 TOP BAR 2 < 4' #4 2 24' O #4 2 24' O.C. 4' T 0 < 6 #4 2 18' 0,C4 #4 2 18' 0,C1 6' TO < 8' #4 e 16' O.C. #4 2 10' ❑.C. > $' ENGINEER'S DESIGN KEU IJ 00001 NW 1/4, SEI/4, SECTION 10, T23N R4E, W.M. GENIORAL CONSTRUCTION ]NOTES 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. ALL 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 CONTRACTOR 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 CITY OF TUKWILA. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND FROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED MATH 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 RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S 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 CITY'S 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 CONSTRJCTION 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 NTH 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 SPECIFICATION; 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 WALL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF TUKWILA. GRADING AND EROSION CONTROL NOTES 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 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: .r 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. 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 x 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 1 THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (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 .BE INDICATED IN BLACK PAINT ON THE 2 X 4. f 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 TUKNALA 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. . F 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. LEGAL DESCRIPTION: _EA ESTIMATE LOTS 9, 10 11, AND 12, BLOCK 4, ALLENTOWN ADDITION TO THE CITY OF CUT 20 CU. YDS PER LOT SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. FILL 50 CU YDS PER LOT ?/Af _SHEET INDEX SHEET 1 SPECIFICATIONS SHEET 2 45TH AVE. S. STORM DRAIN PLAN SHEET 3 EROSION & SEDIMENTATION CONTROL PLAN SHEET 4 LOT GRADING & DRAINAGE PLAN r t t Z� 0 ' ' P i ?0 J a :* O .J O J N _ 0 (n CAII V) i t N m � i l ?/Af _SHEET INDEX SHEET 1 SPECIFICATIONS SHEET 2 45TH AVE. S. STORM DRAIN PLAN SHEET 3 EROSION & SEDIMENTATION CONTROL PLAN SHEET 4 LOT GRADING & DRAINAGE PLAN U z z� Z zw Z� z PROJEC 04 Fre T NUMBER 002 SHEET 1 OF 4 .. '#1 4 i Q 41 i k .� iM ! kt .I.It t,a.• w M�•�••MN•MwwM�..__. -►r - w+.�►r.. .. .. . ,... . ,.. •• s... -.+.n..w•w. .r.. r ... ... � ..• w T..... .nww• ♦.. .. ..wr .v wr. w♦ •..+•. , s ....r . M .. .- ... ...�~' . _ .. ... ..� Iti. � n w. . .�. . ... wwM' t�+•�.w •+. w- .�.�yi0..�'�{'1. .iW.1...11 WrY1p •..� VICINITY MAP SCALE: 1 ° =4 MILES n: 0 r t Z� 0 ' ' C14 e ?0 J O _J O .J O J N _ 0 (n CAII V) i w • N m W i QQaa a L0 LIn W r OOOO O O O O N 0000 N N N 000 Z Z Z Z W J Ez W .J Li W J 1z W .J a U z z� Z zw Z� z PROJEC 04 Fre T NUMBER 002 SHEET 1 OF 4 .. '#1 4 i Q 41 i k .� iM ! kt .I.It t,a.• w M�•�••MN•MwwM�..__. -►r - w+.�►r.. .. .. . ,... . ,.. •• s... -.+.n..w•w. .r.. r ... ... � ..• w T..... .nww• ♦.. .. ..wr .v wr. w♦ •..+•. , s ....r . M .. .- ... ...�~' . _ .. ... ..� Iti. � n w. . .�. . ... wwM' t�+•�.w •+. w- .�.�yi0..�'�{'1. .iW.1...11 WrY1p •..� VICINITY MAP SCALE: 1 ° =4 MILES n: 0 Than plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and emmons which do not authorize violations of adopted standards or ordinanees, The responsibility for the adequacy of the desip rests totally with the deti�oer. Additions, deletions or revisions to these dmings after this dit will void this aoae ASM and we'll require a ranbmitttl of revised drawit�s for a*Wquent approval Final aooeptana is subject to field inspection JW the PwAk Works utilities inapocxoc. _ Dam r Z Z� 00 ' ' W W '0 QO _ y (O 4b N W N _ Y 4 1 & 0 N i on N m r � Than plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and emmons which do not authorize violations of adopted standards or ordinanees, The responsibility for the adequacy of the desip rests totally with the deti�oer. Additions, deletions or revisions to these dmings after this dit will void this aoae ASM and we'll require a ranbmitttl of revised drawit�s for a*Wquent approval Final aooeptana is subject to field inspection JW the PwAk Works utilities inapocxoc. _ Dam r 7 Than plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and emmons which do not authorize violations of adopted standards or ordinanees, The responsibility for the adequacy of the desip rests totally with the deti�oer. Additions, deletions or revisions to these dmings after this dit will void this aoae ASM and we'll require a ranbmitttl of revised drawit�s for a*Wquent approval Final aooeptana is subject to field inspection JW the PwAk Works utilities inapocxoc. _ Dam t . ... . r ...,....w....... .. . .�..r..w,. v ..w,. r.. ..._.....».. ....rr. .r ...,�..►...i.i... .r....�. �i+� +��� .� tea. .. s,. . .,.,. . •r by .ia +.w r.. ... .....� ., . ., NW 1/4, SE1 /4, SECTION 10, T23N R4E, W.M. Yf OH OH OH OH OH OH ON •' T OH OH OH OH OH-- * OH OH 3 M" \ � 0=0 o I G G G G G G G G G G G G C 04 W % '.. ' W w W r. W . •w ... ti .. r. Hl r �•` , W •.. W , 4'"' TH" S YENUE N. • y .. •• ' •�•• ti ' �. •r y . ♦ i G 8" PVC SEWER MAIN S =0.30°6 ; . .. : ,... •. .. r: • :•� . •' • • '•~ .. , e. • -�.� , y •, 7 0 0 0 0 O O O O ¢ '� 3� 0 (39 0 ¢�� '� O O 0 0 ¢--- - -___- _------ - - - --- U � 0 O o 0 C s O Q O' 0 C O a 0 - s 0 x 0 0 04 0 0 0 0 0 ° °� �c ►..I� ° 0 0 ° ° °� , x ,�o °o °o °oQ�1 " w0O0 0 , 0 � '.O ° o ° o ° 0 ° < l�0 ° 0�0 ° 0 ° < I O ° a ° -d 0 ° f{ o ° 0 ° O ° o ° c ow .y 0 0 0 0 I� O 0 0 0 I I�O ::'0 ° 0 ° 0 ° 0 ° ( � 0 0 0 o c . •4 0 .0' t .... 0 U 0 0 0 0 0 0 o - 0 O . O O t r , I O o I� o a�� o 0 o Q o o 0 o c , o 0 0 0 I :.'�'� o 0 c ° 0 0 0 -O w O O 0 0. 0 0 0 o ° < x _: 0 o - 0 8 0 8 - - -- -� o 0 0 o c �� 10 0 D ; . - 0 0 0 ,0 :,o Q ° o 0 o 0 0 ° 0 ° ° c I 0 ° a ° o 0 c �j .0 O O 0 ; e�0 0 0 j n O n O n O� II ( • n 0� III �O { n O�c�' n O n O II I PERFORATED TIGHTLINE CONNNECTION '... . , • :. ' _ • I I �� 11 I #GTftTIWC •TC ) CLEARING LIMIT 1S THE . . r II Il • . • , • 11 II III • . PROPERTY LINE '- "' .• ' ' ' I / '' I (PER DETAIL) AS NECESSARY • II • • II II (I I • �• •'.. ... ...• III .� • .J� I ,�' ., ,�' ' ' ' •• INSTALL TEMPORARY CONS *UCTION ENTRANCE PER DETAIL (TYP) r I j I I Q ' •� F. F. 112.99 F. F. 112.50 I' Q ` F. F. 113.27 x PROPOSED PROPOSED : Y PROPOSED GAS WR\ACE LINE (TYP) a .� GARAGE I GARAGE .i F. F. 113.54 GARAGE PROPOSED p GARAGE a f- I .y 0 ' 5.01 5.0 0 5.0 I I I � I I I .0 i 5.0 �--�- � . 0 i � ` 1 � � � • 0 � - I PROPO .0 SED PROPOSED PROPOSED � PROPOSED RESIDENCE I RESIDENCE I I RESIDENCE I I RESIDENCE i I / CLEARING LIMIT 1S THE J / PROPERTY LINE I � I 1 1 I I f l I PATIO. PATIO •PATIQf .PATIO 20 ,_ 0 „ 20 ,_ 0 „ �,_ 20 ,_ 0 „ Lot 12 Lot 11 /E 0 t 10 Lot 9 .01 I i �r X X X .ter X X3--- X X X " CLEARING LIMIT IS THE PROPERTY LINE 0000� .01._� low ,. / ,/ ••• • : ... • 4t .r / , . / •• i. '� / r •. i . 00� ' yr. r 12 DEPTH N �, -0 , ; 4 " -6" QUARRY SPALLS •� '. • .✓ GEOTEXTILE FABRIC UNDER '.000� QUARRY SPALLS (MARAFI 600X OR EQUAL) STABILIZED CONSTRUCTION ENTRANCE NOTES: 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE QUARRY SPALLS SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. AGGREGATE: 3" TO S QUARRY SPALLS PER WSDOT STD. SPECS. SEC. 9 -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 VEMICLE TIRES BY CONTACT WITH 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 WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. 6. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT WRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2" STONE. AS CONDITIONS DEMAND, AND REPAIR AND /OR CLEAN CUT 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. FILTER FABRIC MATERIAL 36" MIN WIDE ROLLS. USE STAPLES OR WARE RINGS TO ATTACH FABIC TO WIRE. * JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. 2 "x2" BY 14 GA. WIRE FABRIC OR EQUIVALENT FILTER FABRIC _ MATERIAL 2 "x2" BY 14 GA. WIRE FABRIC OR EQUIV. IN STANDARD STRENGTH 24 "MIN FABR IS USED 24 0 MIN 38 MIN 4 "x4" MIN. TRENCH. 360 MIN BURY BOTTOM OF FILTER BAGKnLL TRENCH WITH `MATERIAL. IN 4"X4 TRENCH NATIVE SOIL OR -- - - . 3/4" WASHED ROCK 12 "MIN I 6' MAX. I 4 MIN 2 "x4 WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS 2 » W WOOD POST ,ALT: STEEL FENCE POSTS NOTES: i 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. B. 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 WIDE 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 HARE STAPLES AT LEAST 1 INCH LONG, TIE MARES OR HOG RINGS. THE MARE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR HARED 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 HARE MESH SUPPORT FENCE MAY 'BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. ti 1 G. THE TRENCH SHALL BE BACKFILLED MATH NATIVE SOIL OR 3/4' -1.5" WASHED ROCK , 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 BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING F PROLONGED RAINFALL.. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 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 THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. r SILT FENCE DETAIL 0 NOT TO SCALE W 0000 LLJ EROSION AND SEDIMENT CONTROL NOTES .Z w 1. The implementation of these ESC plans and the construction, 00 W maintenance, replacement, and upgrading of these ESC facilities is Q 3 the responsibility of the applicant until all construction is approved and the site stabilized. '4 2. The boundaries of the clearing limits shown on this plan N W shall be clearly flagged by a continuous length of survey tape 0 o (or fencing, if required) prior to construction. During the v construction period, no disturbance beyond the clearing limits 00 shall be permitted. - . , The clearing limits shall be maintained by the applicant for the duration of construction. 3. The ESC facilities shown on this plan must be constructed prior to or ir► 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 z 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 o000 0000 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) N D hours following a storm event. N 8. At no time shall more than one (1) foot of sediment be O Z allowed to accumulate within a catch basin. All catch basins and Z conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream W J a system. W J 9. Stabilized construction entrances and driveways shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that all paved areas are kept clean for the duration of the project. 10. 'Where straw mulch for temporary erosion control is required, -, *►: It shall be applied at a minimum thickness of 2 to 3 inches, or 2 -3 bales per 1000 sq.ft.►� O W= N 0 Vf �1 U Z � 0 mw� Z N�° w� � Z N 0 0 co W V) a A •� R Z Z PROJECT NUk*KR 04002 STABILIZED _CONSTRUCTION ENTRANCE NOT TO SCALE .� SHEET 3 OF 4 'SW • . . w• ._•t -u.: • .... . ` ... +r. ,wr..i.. ... �., ... _ � ..a _ . ..�. •. .•i....... .. .. Ar.^ .. + ♦ r _ ;..... . w. ✓•• r y!• . S M ^M M Uri .frr +r•..++�►.•I•• •s• `MM ww rs •+^F+.rr. � .M • ♦ r T �. sr .�w+�1e....i�. -S•: -� .. :Ia ? ri.�=�' 64 ri... • +ar ra ...... .. • + . v .. •... •w . W 0000 LLJ .Z w Z 00 CY) 00 W W � O Q 3 I '4 Q�� N W t0 o 0 o tV m v Q 00 U Z � 0 mw� Z N�° w� � Z N 0 0 co W V) a A •� R Z Z PROJECT NUk*KR 04002 STABILIZED _CONSTRUCTION ENTRANCE NOT TO SCALE .� SHEET 3 OF 4 'SW • . . w• ._•t -u.: • .... . ` ... +r. ,wr..i.. ... �., ... _ � ..a _ . ..�. •. .•i....... .. .. Ar.^ .. + ♦ r _ ;..... . w. ✓•• r y!• . S M ^M M Uri .frr +r•..++�►.•I•• •s• `MM ww rs •+^F+.rr. � .M • ♦ r T �. sr .�w+�1e....i�. -S•: -� .. :Ia ? ri.�=�' 64 ri... • +ar ra ...... .. • + . v .. •... •w . 0000 C/) vi vi vi 4 Q Q Q w z A o000 0000 N O N D N cc N O Z 000 Z Z Z W J li W J a W J am W J U Z � 0 mw� Z N�° w� � Z N 0 0 co W V) a A •� R Z Z PROJECT NUk*KR 04002 STABILIZED _CONSTRUCTION ENTRANCE NOT TO SCALE .� SHEET 3 OF 4 'SW • . . w• ._•t -u.: • .... . ` ... +r. ,wr..i.. ... �., ... _ � ..a _ . ..�. •. .•i....... .. .. Ar.^ .. + ♦ r _ ;..... . w. ✓•• r y!• . S M ^M M Uri .frr +r•..++�►.•I•• •s• `MM ww rs •+^F+.rr. � .M • ♦ r T �. sr .�w+�1e....i�. -S•: -� .. :Ia ? ri.�=�' 64 ri... • +ar ra ...... .. • + . v .. •... •w . or ,•sY "•• . wa Y. •r • ... `t `:►'. ;. ` ► ,�S�RW114w '..Y.�+y:. a,►a tlMYtaYN�a/HM rwaa:`a .L,;i .. ►•p• ,'� r• '�w1�1rs C4 V :fs" i NW 1 4 SEI 4, SECTION 10, T23N, R4E, W.M. Y 3 EXISTING C) 15' SIDE J SANITARY SEWER MH N1334 -2A PROPOSED S >' RIM 11217 • SEWER AND DRAINAGE EASMENT •» DRAINAGE PLAN NOTES: IE(8 N). 103.82 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS FROM EACH LOT IN FAVOR OF LOT 9 -12 �� IE(8 "S):103.98 IE(6 "SW):104.05 SHALL BE DIRECTED TO THE PERFORATED TIGHTLINE CONNECTION WITH A POSITIVE EXISTING FIRE HYDRANT- IE(6 "E): 103.90 DISCHARGE CONNECTION TO CB2. 2. THE FINAL GRADE ELEVATIONS SHOWN ON THIS PLAN MAY BE ADJUSTED AS EXISTING UTILITY POLE INSTALL W ATER METER`S NESESSARY TO REDUCE CUTS /FILLS AND /OR MAINTAIN 1% MIN /5% MAX SLOPES EXISTING AND SERVICE CONNECTION FOR DRIVEWAY DRAINAGE FLOWS PERFORATED TIGHTLINE CONNECTION. THE PROPOSED GAS LINE PER CI STANDARDSo (TYP) OH OH OH off RESIDENCE FINISHED FLOOR SHALL BE AT AN ELEVATION HIGHER THAN THE EXISTING OH OH OH OH OH OH OH OH � EXISTING WATER PAVEMENT IN 45TH AVE. S. { -► �� MAIN �► 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. 0 -- G G G G G G G G G G G G 5. SOIL LOG TEST HOLES WERE DUG ON THE FRONT HALF OF THE LOTS. THE SOIL • TYPE AND STRATIFICATION WAS TYPICALLY AS FOLLOWS: , . t - , •: ;. • 0 -6' BROWN SANDY SILT, MOTTLED i' W w WI W 1N ' 'vir w W w w W w W W ► . ' ... .. ,•,•. . . .a.. . , .�. • -, . c, 6 -9' BLACK FINE SAND ...v f f , c •. • ,.. .CB2 (TYPE 1) ... •; .,, .:.. •:: • .;.' ` . `� .A.- • .. :" •,. WATER SEEPING AT 6 DEPTH ON 1/6/04 •. . STA. 3 +18.4, 13. •� - • .• •' 2 LT . SCS SOIL CLASSIFICATION: URBAN LAND • .. ; t • - r VANED GRATE: 11 ~ . .. ., ; .; .. . • . .. 2.25 •. ' `' ., , ... . , .. - INSTALL ,' •• �, » p ,� • , •: x THE ON - SITE SOILS ARE NOT ADEQUATE FOR INFILTRATION IN ACCORDANCE WITH THE EXISTING 6 VC . _• ♦' • ; : r :', PROPOSED 6 "PVC • , ' °1-8" Pvc '• ; ti' !E(6 "): 109.62 ,. 1 PVC REDUCER SIDE SEWER �, ••.; Q.� •� '• •�. F KING COUNTY SURFACE WATER DESIGN MANUAL. _ _; •: :: , • , ; ..:.'' . 'SIDE SEWS S -2.00 r •' • Sat 0x , :••, ' ` - • , , • 6. ALL ON -SITE PVC PIPE SHALL CONFORM TO ASTM D - 3034 - SDR35. / � IE' 104.11 0� f'� , 3T1NG 8" PVC SEWER MAIN S =0.3096 • • C ,\�, , ••.: _ ,\� _ rl,. , . y _ '' 1'� • . r . . S•� �� ' rte Lr S • .. S S ' sue , �. 4.r. i S' w .•.� ' , , • • S_ .. '. f... S ••,�!7 '�. ' • S_ : . 'i ' •� .... • . S . • WATER METER �' - .. .,��' 3 ' u-) , •. II .. �. •.� •.. w r _ • i I ... ... • �tt1, J! • . ,' LOT SOT 9 LOT 10 LOT 11 LOT 12 '20' DRIVEWAY 20' DRIVEWAY f -- 2(rDRIVEWAY �I 20' DRIVEWAY % . • AREA ' � ; 3000 SQ.FT. 3000 SQ. FT. 3000 SQ.FT. 3000 SQ.FT. b. t J •-- _ - 3C} ROOF AREA 1242 SQ.FT. 1242 SQ.FT. 1242 SQ.FT. 1242 SQ.FT. 30 I • 30 CLEAN-OUT > 1-6" PVC CLEANUT s� / I J • , • • , • . ' I 1-6" PVC CLEAN-OUT 1 -6" PVC TESTING TEE ' .' , •'• _ _ _ a "P �C i 200 - 1 -8" PVC TESTING TEE DRIVE &WALK AREA 574 SQ.FT. 574 SQ.FT. 574 SQ.FT. 574 SQ.FT. '• ., �� �� . i . rr• ..ter doom w. +�. �+► r -u' w• IE: 103.76 6"PVC,S=2�0 „ , 6 "PViC,Sm2007i IE: 104.22 • . . • •f I . , . �••► I PTAL IMPERVIOUS AREA 1816 SQ.FT. 1816 SQ.FT. 1816 SQ.FT. 1816 SQ.FT. • _':.' ' , �► // _: • :' • M • III . �':: •i '; ' I •. • '' ~% III PERFORATED TIGHTLINE CONNNECTION INSTALL 1 POLY II II • • •• :.....•• .•; •.'II • I III . , � WITH POSITIVE DISCHARGE TO C82 (TYP) ' , • - .� ) TAX LOT N0. 017900 -0 7�a 017900 -0?� . 017900 - 017900 -0 WATER LINE (TYP) 25' r : t . ',' 11 I Il ; : • .. ::. II . ' •:� ' .... . 200 PSI DRISCO PIPE • y . 1 ' ` _ �••• _ .01, _ . III I : ..• ' ' �`. .' . •.. . ' 111 8 "PVC SIDE SEVIIER, S 2A0 96 • ' - ' • II II •` .. 11 1$"P WYE 6 "PVC SIDE SEWER, S=2.00 96 - • .. _' - i " • 7 ' ,I I I " " 1 -6"PVC WYE - • • ,. II '? . '• . �' 1-6 X4 PVC REDUCER 1-6 "X4 "PVC REDUCER ` ' • ,,� .- , jar ^ ' ` 4" PVC SIDE SEWER 4" PVC SIDE SEWER S =2.009 NTH S =2.0096 WITH r 0001 , 4" CLEAN -OUT NEAR 4" CLEAN -OUT NEAR ' BUILDING WALL �'' `- f - �_ �_ -�- BUILDING WALL I __ DOWNSPOUT CONNECTION Q F.F. 112.99 F.F. 112.60 a POINT (TYP) ` F.F. 113.27 ; I PROPOSED PROPOSED Y PROPOSED GAS VICE LINE (TYP) , - .PRgp_ I a .I GARAGE I I GARAGE 3 , F.F. 113.54 GARAGE d • / PROPOSED GARAGE 3 1 0 1 o � OOF DOWNSPOUT 5.01 I PROPOSED UNDERGROUND \ 1 �POWER,PHONE & N CABLE 55-6 =' S.0' o 5.0� �r I O • r I PROPOSED PROPOSED PROPOSED PROPOSED � ' OVERFLOW � w RESIDENCE I RESIDENCE I I RESIDENCE t I RESIDENCE i I I 1 I � I '•. i I •' 4' PVC I i SCOPE= 2.00% , J ' PATIO. -PATIO �,. 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