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Home My WebLink About3628 188TH STREET NE_BLD1305_2026 i t z / � ƒ k \ ' ez \ §\ i 7 §Ezt g Iowme\ § \ 5 S2 4 ) j § \ k w k \ n d � k < a § » G ® m CY 2 LU a C) w § $ § / 2 > >- W < A } / o § j \ s a. z « k c § § w 2 0. j $ O a. L) k / / ® E 2` O ® a \ \ « § / k \ rd \\ k § r- L � mz ° u \ » � � G % § - 0 FA �3 Z % } \ § \ \ \ j / 4 \ j L NEW � D k \ z } \ \ § § § 7 o } \ / ❑ ❑ § � � � $ \ k § � � � Er LU � - w § R / 2 k 2 k \b § O _ § cr \ § 7 \ § § 2 § w \ _ oLL � ) IL / z § z § § § & \ z \ \ k \ U < z % -S a 2 U) S < 2 § S § ) 2 q � « 2 ( O ❑ ❑ ❑ ❑ ❑ ( ] " °� RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development r�+tl�G�p City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. /� Project Address: 3(,�aQ-7 0�1 i. S-t l� Ai- l�h n P21a: \f_ Single-family 0 Duplex U Townhouse ❑ Addition ❑ Accessory structure Proposed Area: 1st Floor: 2"d Floor: Garage: -`tom_— Total SF: Describe Proposal (include cross street): S- I s f- A-vt Valuation: �(� U(2U Owner: 5appw re_ 1 �i�✓ ii�S L1—� Address: A0 I City: FiI-64`0+� State: 1,UA Zip Code: Phone: I,-S,' �"�� Email: y+� ��l l G� �'� �S4 C�;�y• zz�i c. 'A ,, Applicant: ��42 �bVL Pei yi-*Pa S , Ll—L Kdc-e 130 t i " a "' '�'t'� Address: 1'3 _?-7-1 City: F6"V-0 State: ItA Zip Code: Phone: �f�s`'��"1 ' 3 2 Email: PV119y t s-a c4n - Contractor: [�o pn Address: PO 136 )c City: State: Zip Code: L �� Phone: Lf-,)-S'--I 5("33S 3 Email: bot?&1/0 a5au!'A . C-R"t Contact Person License License Number: CL' Expiration BC-ILTNCIL- QbW NIV Vsci � a Caws 6/16LP Page 1 of 3 i RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development ��+ p City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) Bath/Shower Combo (4.00 x Sink (1.5) x Shower(2.0) x /� ,�)' Lavatory (1.0) x Clothes Washer(4.0) f x V [ Water Closet (2.5) x 2 Dishwasher (1.5) x Ja Water Heater x Hose Bibb (2.5) x Water Heater Model# N G1 V f t/f00 +c4t4v'441S Other(list) x Plumbing Section Continued Proposed Water Piping Size: Proposed DWV Material: Proposed Piping Material Proposed DWV Size: • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 Y RESIDENTIAL PERMIT APPLICATION Department of Community&Economic Development y LI�C O City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Furnace (80+) Model# L I— log AFUE �- Heat Pump Model# SEER HSPE —� AC Unit Model # SEER ❑ Type II Hood L_! Commercial Cooking Appliance ❑ Hydronic Piping Boiler Ll Solid-Fuel Appliance PV System Fireplace Insert ❑ Outdoor BBQ Storage Tank n Freestanding Stove Gas Piping Other Gas Piping Information Not Applicable: ❑ Pipe Material: Pipe Size Total BTU's of all Appliances: Distance from Meter to Furthest Appliance: New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances Applicant Signature. Date Print Applicants Name: 6/16LP Page 3 of 3 RESIDENTIAL PERMIT ° SUBMITTAL INSTRUCTIONS Department of Community&Economic Development City of Arlington• 18204 59th Ave NE -Arlington, WA 98223 • Phone (360)403-3551 The submittal instructions contain the information applicable for residential construction, which codes are in effect, what the design criteria is, the number of plans to be submitted, etc. Please be aware that the Plot Plan submittal is part of the Zoning Verification process and does not have to be duplicated. Refer to the Flow Chart document, choose which permit you need, hit Ctrl — click on the link and the appropriate permits will be uploaded for you. One (1) completed application Two (2) accurate fully dimensioned plot plans (Zoning Verification) V Two (2) sets of construction drawings Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system, if applicable ►"� ' Verification of Water and Sewer Availability from City of Marysville, if applicable APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS SUBMITTED WITH THE PERMIT APPLICATION. THE REVIEW TIME IS DICTATED BY THE COMPLETENESS OF THE SUBMITTAL AND COMPLEXITY OF THE PROJECT. The Zoning Verification can be submitted as part of your submittal or prior. We always recommend that you submit the Zoning Verify first to ensure that your proposed project meets all Land Use requirements. The review process for Zoning Verification is guaranteed within 72-hours. 6/16LP Page 1 of 5 UNIT C MARYSVILLE , WA 98271 BILL TO: DUDLEYS 16821 SMOKED POINT BLVD #812 ARLINGTON. WA 98223-8407 JOHNST UJE PRODUCT QUANTITY QUANTITY N , AND DESCRIPTION ORDERED 1 L91-908 1 FURNACE GAS GOODMAN 80% GDH80403AX 40K 80% FURN Interchange Prod: gdh8040 2 n98-648 1 TANKLESS 199K NG INDOOR PNNNO057BP001 NPE240A NG 2 Lines Total CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 , PHONE; (360) 403-3551 BUILDING PERMIT Address:3628 188th Street NE Permit#: 1305 Parcel#:31052100203600 Valuation: 110000.00 OWNER APPLICANT CONTRACTOR Name:SAPPHIRE PARTNERS Name:Sapphire Partners,LLC Name:BOLIN CONSTRUCTION LLC Address:PO BOX 13377 Address:PO Boc 13377 Address:528 91 ST AVE NE STE E City,State Zip:EVERETT,WA 98206 City,State Zip:Everett,WA 98206 City,State Zip:LAKE STEVENS,WA 98258 Phone: Phone:425-791-3253 Phone:(425)576-1112 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 1 CONST.TYPE: DWELLING UNITS: I OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC1 l0/IRCI 10. Al ES'' •Sales tax relating to construction and construction materials in the C'tt o inglon must be reported on your sales tax return form ft a Cit rtington#3101. Signature Print Name Date Released By Date CONDITIONS See redlined plans for additional requirements. Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 2/17/2017 Boiler/Compressor $25.00 2/17/2017 Building Permit Fee $2,172.00 2/17/2017 Building Plan Review Fee $1,412.62 2/17/2017 Furnace $25.00 2/17/2017 Gas Outlets Base Fee 1 to 5 $10.00 2/17/2017 Mechanical Permit Base Fee $25.00 2/17/2017 Plumbing Permit Base Fee $25.00 2/17/2017 Plumbing Permit Fee(Enter Fixture Fee) $132.00 2/17/2017 Processing/Technology Fee $25.00 2/17/2017 State Building Code Surcharge Fee $4.50 2/17/2017 Vents $40.00 2/17/2017 Water Heater $25.00 Total Due: $3,921.12 Total Payment: $0.00 Balance Due: $3,921.12 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon 03-05-22 Harbour Homes 8409 69th St,Msvl 6599 205.72 03-05-22 The Hollows-Lot 1 188th St/19th Ave,Art 6599 1,453.20 03-05-22 The Hollows-Lot 2 188th St/19th Ave,Art 6599 1,453.20 03-05-22 Plauteau @ Sunnyside 68th St NE,Msvl 6599 209.68 03-08-22 Harvest Pond 5103 75th Ave,Msvl 6647 2,710.84 SPEND FROM PROJECT RECEIPT TOTAL DATE ON AMOUNT BY ADDRESS SPENT PROJECT SPENT 03-13-22 Harbour Homes-L#55 6908 86th Ave,Msvl 6689 205.72 03-13-22 Harbour Homes-L#56 6908 86th Ave,Msvl 6689 205.72 03-14-22 Monterra Partners,LLC Bryant Estates 11,Lot#12 6699 622.80 04-10-22 Jacqueline Ridge Lots 19,38,39,40 6973 826.00 04-17-22 Carrera Hangars 17904 59th Dr NE,Art 7055 729.72 05-10-22 Harbour Homes 8519 70th St NE,Msvl 7512 205.72 05-29-22 Harbour Homes 6822,6900&6904 86th,Msvl 7869 617.16 06-11-22 Harbour Homes 6920 86th St NE,Msvl 8108 205.72 06-26-22 Harbour Homes 8511 70th Ave NE,Msvl 8411 205.72 06-26-22 Harbour Homes '7005 85th Ave NE,Msvl 8411 205.72 07-02-22 Duane Wilcoxon 17912 59th Dr NE,Arl 8522 729.71 07-09-22 Ron Hansen 420 Alcazar St,Arl 8602 3,355.00 07-09-22 Robinett Investment Co. Rose Run-L 4&6 274th,Stnwd 8602 415.20 07-09-22 Robinett Investment Co. Rainbow Run-L 4,5&7,Stnwd 8602 830.40 07-10-22 Harbour Homes Ridge @ Rock Creek,Msvl 8627 205.72 07-18-22 Element Residential Inc. Janie Vista L1&6,Msvl 8725 415.20 07-26-22 Harbour Homes LLC Ridge @ Rock Creek,Msvl 8832 411.44 07-30-22 'Gamut 360 Jacqueline Ridge L42-43,45,46 8866 826.00 06-02-22 Matthew Bolin 3620 188th St,Art 8928 8,584.00 11/30/2014 Trans to Pk Imp-Haller 4,408.00 1/30/2015 Trans to Pk Imp-Graffstra 4,176.00 08-10-22 Harbour Homes,LLC 8409 83rd Ave NE,Art 9011 205.72 08-22-22 Robinette Homes 24918 19th Ave NE,Arl 9152 629.03 08-22-22 Robinette Homes 18318 40th Ave NW,Stanwood 9152 415.20 08-27-22 Harbour Homes LLC 8506 70th Ave NE,Msvl 9194 205.72 09-04-22 Monterra Partners,LLC Bryant Estates 11,Lot 3 9251 622.80 09-04-22 Monterra Partners,LLC Bryant Estates 11,Lot 4 9251 622.80 09-11-22 Harbour Homes LLC Ridge @ Rock Creek,Msvl 9339 205.72 09-12-22 Robinett West Coast SP Lot 2-3,Msvl 9347 1,956.98 09-25-22 Harbour Homes LLC Ridge @ Rock Creek,Msvl 9480 205.72 10-01-22 Element Residential Inc. Janie Vista L7,9-12,Msvl 9527 1,038.00 10-09-22 Bryant Estates Bryant Estates 11,Lot 5 9599 622.80 10-11-22 Harbour Homes Ridge @ Rock Creek,Msvl 9625 205.72 10-16-22 Monterra Partners,LLC Bryant Estates 11,Lot 8 9665 622.80 10-26-22 Harbour Homes Ridge @ Rock Creek,Msvl 9801 411.44 11-14-22 Ron Hansen 431 E Gilman 9975 5,501.00 1/30/2015 Trans to Pk Imp-Graffstra 2,146.00 11-16-22 Brett Raymer Rose Ridge Estates,Stnwd 10002 1,355.42 11-19-22 Bacart Homes The Hollows,188th/19th Ave 10016 2,906.40 11-20-22 Monterra Partners,LLC Bryant Estates 11 10054 622.80 11-26-22 Harbour Homes Ridge @ Rock Creek,Msvl 10104 617.16 11-28-22 Boyden Robinett Assoc Meadows @ Two Cedars 10129 838.72 r• � tits .1 �r Uu ��1 �• . LO c -0V rr�� i J� 1.1�� •VY � y I UTY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:3628 188th Street NE Permit#: 1305 Parcel#:31052100203600 Valuation: 110000.00 OWNER APPLICANT CONTRACTOR Name:SAPPHIRE PARTNERS Name:Sapphire Partners,LLC Name:BOLIN CONSTRUCTION LLC Address:PO BOX 13377 Address:PO Boc 13377 Address:528 91 ST AVE NE STE E City,State Zip:EVERETT,WA 98206 City,State Zip:Everett,WA 98206 City,State Zip:LAKE STEVENS,WA 98258 Phone: Phone:425-791-3253 Phone:(425)576-1112 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 1 CONST.TYPE: DWELLING UNITS: I OCC GROUP: BUILDINGS: 1 OCC LOAD: r' .-+ PERMIT APPROVAL _ I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the noinglon mustbe reported on your sales tax return form e Ci Arlington# Signature Print Name Date Released By Date CONDITIONS See redlined plans for additional requirements. Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 2/17/2017 Boiler/Compressor $25.00 2/17/2017 Building Permit Fee $2,172.00 2/17/2017 Building Plan Review Fee $1,412.62 2/17/2017 Furnace $25.00 2/17/2017 Gas Outlets Base Fee 1 to 5 $10.00 2/17/2017 Mechanical Permit Base Fee $25.00 2/17/2017 Plumbing Permit Base Fee $25.00 2/17/2017 Plumbing Permit Fee(Enter Fixture Fee) $132.00 2/17/2017 Processing/Technology Fee $25.00 2/17/2017 State Building Code Surcharge Fee $4.50 2/17/2017 Vents $40.00 2/17/2017 Water Heater $25.00 Total Due: $3,921.12 Total Payment: $0.00 Balance Due: $3,921.12 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit Information Date 1/25/2017 Permit Number 1304 Project Name Sapphire Partners,LLC Applicant Name Sapphire Partners,LLC Applicant Address PO Box 13377 City,State,Zip Everett,WA 98206 Contact Matt Bolin Phone 425-791-3253 Email mbolin@usacmtg.com Permit Type ZON Site Address 3628 188th Street NE Valuation 0.00 Status Applied Permit Issued Permit Expires Square Feet 2214 Type of Construction/Occupancy Load Number of Stories 1 Proposed Use New SFR Assigned To Kristin Foster Property Information Owner Information Parcel#:31052100203600 SAPPHIRE PARTNERS SAPPHIRE PARTNERS PO BOX 13377 3628 188TH STREET NE EVERETT,WA 98206 Review Target Completed Assigned Date �ype Description Date Date To Status 1/25/201 tON IVo land use issues for SFR.Traffic and Lakewood Schools have 1/30/2017 1/26/2017 my Approved with Deen paid.There are no receipts for Park Mitigation. Rusko Conditions 1/25/201 ON 1/30/2017 Kevin In Review lander Requires demolition permit to remove existing structure,Provide Marc Approved with 1/25/201 ON rainage plan for both the driveway and the house.Provide for all 1/30/2017 1/26/2017 Hayes Conditions , livable mitigation fees. 1/25/201 ON Current water/sewer connection fees apply.All fees must be paid 1/30/2017 1/26/2017 PW Admin ,Complete prior to water meter installation.LT Rev 1/25/201*ON 6"sewer stub to property existing.Must pay all applicable fees in 1/30/2017 1/26/2017 PW-Sew- Complete order to connect to sanitary sewer.FIR Rev 1/25/2017 r ON There is one existing water service.Check for applicable fees.GS 1/30/2017 1/26/2017 Complete IPW- Rev Wat- Uploaded Files Upload File Date File Uploaded B 1/25/2017 4:19:57 PM 11304 Aerial View,pdf Foster,Kristin 1/25/2017 4:19:56 PM 1304 Application and Site Plan.pdf IFoster, Kristin • O O O OO OO -ON �D D a o O o Na CD N aN aN aN aN ON No O bo a o gm V V y om aN wam Wa ' N 9m m m V V V i J ww W O N N N O CD 0 O m O O O o O mN mN ON A m m to V m w m O z MM T N 0 N NN N N N N N N N N N N N N o N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N IV N N N N N N N N N N N N N m x m m x x x m m x z 2 x z z x G) x m x v_ x o m 0 m O m O m m O m 0 0 m 0 O m m m m m 0 0 0 c m m m m m m 10 O m m m m m = m n 7 Q 7 m 3 Q 7 7 a _v, v v x 3 � 3 & _r rr 7 3• v v a v a 7 v 3 O Z c Q (D 0 N 5 2 O W 0 �p 0 7 0 N N 0 7 7 0 c O m 0 7 7 2 �p O 0 0 0 0 c (p O O 3 W N 2 2 0 s a fD $ m m m m m $ O1 fD si � 7 x $ m N y m F x N 2 2 2 2 2 07 x x v c 0 0 .Z1 x O m 2 S .Z1 2 2 2 2 m 2 Z1 2 7 7 m m _0 O �a f f p 0 0 3 3 w O '9 O 5i fD O O 0 2 2 0 0 O 0 W O < < fD 0 0 0 0 0 7 m o 0 7 @ m m c 3 m m 7 3 3 m y 3 3 3 0 0 3 3 y 3 y y 7a 3 3 3 3 3 ao cg � 3 3 a Cl) � � 3 N 7 N N 7 N m 0. 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(� m (P� m w {� o@ m m o m m � m F c m o cD W m > N n 7• Z � m m O m m m m m 7' G 7 N 7' 7' >• 7' m 3 y x y of x d m > 3• m A 5i x s � d > D D 0 O 0 � w w D D y D m m y (P� o m m o 0 0 o D D o o c 0 m m 7 0 ID 0 m 0 y 0 m m < D D < fn 0 0 A In G < < O m m < < < 7 7� m 7C m 7� m 7C 7C m m fD < < N - G 7� 7� fD fD Z O Z A m fD CD CD m D D C� = m c) = c) = ID c) r (7 - - m z z m = N C) rn n A N D m m m m p m m a w ` m m �_ N j N N r N r N N 0 a r r - m _ r cn V - m om+ 0 < < < a w m m x o w o N x A W D D N F � x RO N D 3 0 m D - - - D D < < G < < < in N < < j n m m O O O O O O co O co O O O O O O O O O O co m m m m m m m m m m m m V V V m m m m n m m m m m O O O O m m m vt vt A W W N N O �D m m V m m m m to j A m O W - - 2 m m m m v, vt v, V O m N !D m A W m vt fD vt vt N m w N N O O O N O m vt V (D m m 9 A O O O O (ND A A m N -4 vt m' O V O V (D A N N m m N M V N N N N m co N to W (D fD co A V W W W O cn m m m fD W m j m N m O N W N m m N j m N mt m j N m A W V N N N m N V m m N N -4 N A A N w N O Vt O _ N O N W O Vt O N N O N O m N O W Vt N O O O O N N N O O Q O m tr O OD V N m vt N vM N m m m vn N N p rn 1D p A m . to O m p O P mt m V p fD m N 91 vt O fD w W m V m A A O A m V m O V W V m CO V N O V O O A N V A N O V V V V V V O m V V D m m N N V N m O O N O A O N O O N Co N O O N O W N O O A O N O O O N N N m N N O O N N r A m O O N I 0 0 T G N N N m z m p� mt A 1 i Er vr ig O O 3 " m 3 z G � d d 3 "'lll PD m c tCD 0 0 -Z1 i .�» �. .,, iL: •�. .;.• », ;,; �,�-� �. � s. � � �.;�� r�� P,�� r: %e �l RESIDENTIAL ZONING o VERIFICATION APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223• Phone(360)403-3551 (Please allow 72 hours for review) Project Address: 3y* )GEN Jt A,(I y`o6y\ Plat:� re,i''66074+ , Owner/Applicant: Address: (3QL WEI City 1/44- State: li Zip Code: (" � Phone: -V o�'��!I"3�$` 3 Email: V�h0C I �` 05-af/�T'�i • C�t2a Describe Proposal (include cross street): v I ! cb Please check one: p6ingle-family dwelling Duplex ❑ Addition Accessory structure 1. Proposed Dimensions: W) D(.(-O({ L) /UJ•00 H) Total SF) LA_a Ql.,, 2. Allowed Lot Coverage: Total Lot Size SF x 35% SF 3. Actual Lot Coverage: (SF of all structures') f* J = (lot size) = 3 Z- % 4. Septic Tank? ❑ Yes KNo Private Well on Site? ❑Yes KNo If so,please provide Snohomish County Health Department approval and indicate on site plan. 5. How many trees greater than 12" diameter will be removed? '21 if any, please indicate on site plan. 6. Appliances permanently connected to water service may require Cross-Connection-Control. (Check all that apply) J Fire Sprinkler System LA Medical Equipment Ll Lawn Sprinkler System Livestock Drinking Tanks U Decorative Pond/Fountain Hot Tub L] Re-circulating Heating System Swimming Pool Other 11 Applicant Signature: J Vk-/ Date: This square footage should include the footprint area of all structures on the property including:house, garages, sheds, covered patios, and decks permitted by the building code. Rev 04I2013 FAD ►Wq siow JL Id .1 .4i 13' Oa 7A or 2 QOO • A SAPPHIRE FINAL SHORT PLAT t _ PLN20II0045 A PORTION OF THE NW 111 OF THE NW"I OF W�....... �• ® SECTION 21,TOWNSHIP JI NORTH.RAN4E 5 EAST.WM toto Y�MgN!00[ att x[ew n\ ....-' w Q ro f Qaurm ro W Yt W I/f ! % y ••t r- .:....; J Qm:c vraet aiO1.T 189TN 9TR'c-T�c _ x` -��"�n- ppp�pp yqpII ,air M Y/•7,dAN Rx"�: -...•-•••.• qua v) r —_ w>v aW OH � ry 1 K ^ to- .. - i•.. -�- _�-�� y� sltC n!f a' �{ a• \ 3Q� 7 � IYIO \ 6yrc(r lP I Ra r o`- ` •,�� DTeCtC r<ral: 1 111""" If 1 . = umzloa3onoo �......_ .•..:-• .. :..: � �� LOT 2 �1.07'a , I �y „D $li '' 1,Ot.}=• 71�....�� I 1 IM 1. 1 ; M!f v. 1 I 1 1 �1 ZI }m IL, �� 8 �.qy"1 va.1r No Deem 9 0 �I YVf X.I —,il 1 .'9r., ,.•; 5 COURT PLAT / 1 m II 1QhC1.9A i r_•.f �t 10 te"p00507065003 I t �11ACT M 13 d td 1�D[ •.:` ,• n ,Fn 1W III C> 8li®DIy18ION NOTIIB 1�'•.. - .......... 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Ali--f' -• - l- 1 2 fi� • I i. _ _ .r - r ' T d on .1 h O 45 �t .7 e� uJ - lu -`;. •� ��. - �� •1�a � ' it f � W 'EO. /` '*A. �� 3V -AV Nl5 _ r t Permit Information Date 1/25/2017 Permit Number 1305 VV! Project Name Sapphire F Applicant Name Sapphire F Applicant Address PO Boc 11 City,State,Zip Everett,WA Contact Matt Bolin � �� Phone 425-791-32! W ` Email mbolin@usa Permit Type Single Famil+ Site Address 3628 188th Valuation 110000.00 Status Applied ` ll Permit Issued Permit Expires Square Feet 2114 Type of Construction/Occupancy Load Number of Stories 1 Proposed Use New SFR Assigned To Kristin Foster Property Information Owner Information Parcel#:31052100203600 SAPPHIRE PARTNERS SAPPHIRE PARTNERS PO BOX 13377 3628 188TH STREET NE EVERETT,WA 98206 Contractors Contractor Name Primary Phone Email Contractor License License# Contact Type BOLIN CONSTRUCTION IMATTHEW (425)576- I Labor and BOLINCL885NN LLC IBOLIN 1112 MBOLIN@USACMTG.COMt„ONTRACTOR Industries Review Date Type Description I Target Date completed Date I Assianed To I Status 1/25/2017 lResidential Dwellin 2/1/2017 Kevin Olander 111n Review Fees Fee J Description Notes Amount Processing/Technology Feel 341.43.00.02 $25.0 Totals $25 00 Upload File Date File Uploaded B 1/25/2017 4:52.07 PM 11305_Site Plan.pdf Foster, Kristin `y RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development ' + p City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. Project Address: I-e Single-family Duplex Townhouse Addition Accessory structure Proposed Area: 1st Floor: `��Q 2"d Floor: Garage: � J Total SF: Describe Proposal (include cross street): A-vt syi- Valuation: l ��+ QU2 Owner: �C; i (Z f3aV+wi 1._-L- Address: Aq ��( 13 3�1 City: �-�/� State: t-P Zip Code: �7 Phone: ��' �"� �� Email: Itl �Jt7 i to (�S4 C�t�+.f y. Z�� Applicant: _Sc h ✓ PQ 14P-e_ '5 o Li-L- 1 dcf� )30 If l 91 Address: V " �� City: F&WO State: UA- Zip Code: 5 eZo k,, Phone: 7��'247 a' ' 2 Email: " 9V f V SGf C4$1 Contractor: ! 0<< 1'X P-L S4-r-UCH->`1 L/ c, Address: f0 )36 City: Yi Zr"�U State: Zip Code: ` Phone: 1-br 4�'��5 Email: PW601?tl,!� y Contact Person: "` License Number: �-C' Expiration: BMINC/L_ tbKNIIV Vsel 6/16LP Page 1 of 3 V> i:Jt/5 L�1Y RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development q.� Q City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 Zt'vG't 1 Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) - Bath/Shower Combo (4.0) x ' i l] Sink (1.5) x /,Vr'Shower(2.0) x Lavatory (1.0) x /7 Clothes Washer(4.0) i x Water Closet (2.5) x 2 ./;��ishwasher (1.5) x Water Heater x Hose Bibb (2.5) x Water Heater Model# N %—L!T"o i 4C�00K [ Other(list) x Plumbing Section Continued Proposed Water Piping Size Proposed DWV Material: Proposed Piping Material: Proposed DWV Size: • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 '` ® RESIDENTIAL PERMIT APPLICATION ° Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Y� Furnace (80+) Model# Ll ct i' of AFUE J Heat Pump Model# SEER HSPE Ll AC Un,t Model# SEER _ U Type II Hood Commercial Cooking Appliance LJ Hydronic Piping Boiler Solid-Fuel Appliance PV System Fireplace Insert Outdoor BBQ Storage Tank n Freestanding Stove Gas Piping ❑ Other - Gas Piping Information Not Applicable: L! Pipe Material: Pipe Size: Total BTU's of all Appliances: Distance from Meter to Furthest Appliance. New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances Applicant Signature Date: Print Applicants Name: 6/16LP Page 3 of 3 ' RESIDENTIAL PERMIT SUBMITTAL INSTRUCTIONS Department of Community&Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone (360)403-3551 The submittal instructions contain the information applicable for residential construction, which codes are in effect, what the design criteria is, the number of plans to be submitted, etc. Please be aware that the Plot Plan submittal is part of the Zoning Verification process and does not have to be duplicated. Refer to the Flow Chart document, choose which permit you need, hit Ctrl — click on the link and the appropriate permits will be uploaded for you. One (1) completed application p pp / Two (2) accurate fully dimensioned plot plans (Zoning Verification) Two 2 sets of construction drawings Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system, if applicable Verification of Water and Sewer Availability from City of Marysville, if applicable APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS SUBMITTED WITH THE PERMIT APPLICATION. THE REVIEW TIME IS DICTATED BY THE COMPLETENESS OF THE SUBMITTAL AND COMPLEXITY OF THE PROJECT. The Zoning Verification can be submitted as part of your submittal or prior. We always recommend that you submit the Zoning Verify first to ensure that your proposed project meets all Land Use requirements. The review process for Zoning Verification is guaranteed within 72-hours. 6/16LP Page 1 of 5 UNIT C MARYSV LLE, WA 98271 BILL TO DUDLEYS KEY POI BLVD #812 16821 SMO ARLINGTON, WA 9822 -8407 "NST E PRODUCT QUANTITY QUANTITY LINE NO. AND DESCRIPTION ORDERED L91 - 908 FURNACE GAS GOODMAN 80% GDH80403AX 40K 80% FURN Interchange Prod: gdh8040 n98-648 1 TANKLESS 199K NG INDOOR PNNNO057BPOOl NPE240A_NG 2 Lines Total 1/25/2017 BOLIN CONSTRUCTION LLC 1 Rome Espaiiot Con[arl Search L&I A-Z I ndex Help My LM Sarety&Health Claims&Insurance Workplace Rights Trades&Licensing 41*4 Washington State Department of " Labor & Industries BOLIN CONSTRUCTION LLC Owner or tradesperson P O BOX 13377 EVERETT,WA 98206 Principals 425-7913253 BOLIN, MATTHEW, PARTNER/MEMBER SNOHOMISH County BOLIN,CLAY,PARTNER/MEMBER Doing business as BOLIN CONSTRUCTION LLC WA UBI No. Business type 603 095 460 Limited Liability Company Governing persons CLAY E BOLIN MATTHEW R BOLIN; MATTHEW RORY BOLIN; License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. BOLINCL885NN Effective—expiration 08/15/2012—08/15/2018 Bond American Contractors Indem CO $12,000.00 Bond account no. 100229000 Received by L&I Effective date 09/05/2013 08/14/2013 Expiration date Until Canceled Bond history Insurance Preferred Contractors Ins Co R $1,000,000.00 Policy no. PC96289-03 Received by L&I Effective date 08/05/2016 08/14/2016 Expiration date 08/14/2017 Insurance history Help us improve https://secure.Ini.wa.gov/verifyiDetaii.aspx?UBI=603095460&LIC=BOLINCL885NN&SAW= 1/2 1/25/2017 BOLIN CONSTRUCTION LLC Savings No savings accounts during the previous t_ ar period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 331,276-00 Doing business as BOLIN CONSTRUCTION LLC Estimated workers reported Quarter 3 of Year 2016"Less than 1 Workers" L&I account representative T5/LINDSEY WHITE(360)902-5129-Email:WHL1235 a0ni.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. ©Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.Ini.wa.gov/verify/Detail.aspx?Ul31=603CKYA60&LIC=BOLINCL885NN&SAW= 212 RESIDENTIAL PLAN; PLAN REVIEW Owner Address 3�Z'� A Building Type Single Duplex Townhouse Type of Work Existing New Reviewed By . Date 2-mil -\fir Design Criteria 301.1 Engineered !Prescriptive 301.2 Loads:Tables 301.5-301.7 No 302.1 Location on Lot:5 feet/35%maximum INo 302.2 jTownhouse Separation Yes o 302.5.1 Garage Openings: 20-minute door w/closer es No 302.6 lGarage Separation ems s ,No Footings and Stem Walls 401.4.1 Soils: Geotech rescri tive 403.1 Footings: (2)#4's continuous Yes No T403.1 Footing Size J ,Yes _ No 403.1.2 Continuous Footings(D2) <iE; - No 403.1.3 k Vertical Reinforcement:#4 @ 4'/hook (Yew No 403.1.3.1 Stem Wall: (2)#4's horizontal I.Yes _ No 403.1.6.1 Foundation anchors: 1/2 inch @ 6' Yes No 403.1.7.1 1Clearances from Slopes e_ No 404 'Foundation Walls(see Tables) esZ. I No .1.3.3.7.3 Wall Openings:Verts within 12" ea.Side Yes I No 405.1 Foundation Drainage or exception Yes No 406.1 Damproofing(basement) Yes 407 Columns:4 X 4 and R317 Yes 408.2 Crawl Vents 1:150 and 3' of corners Yes, No 408.3 Unvented Crawl Spacel Yes J_ 408.4 Crawl Access: 16 x 24 or 18 x 24 Yes No Architectural 303 Light/Ventilation: 8%and 4% IYes jNo 303.4 Whole House Fan es No 303.3 Bathrooms:3%or 50cfm _ �Ye�_ No 303.7 Stairway Illumination LYes No 304.1 Habitable Rooms:70sf min. ('Yes No 305.1 Ceiling Height:7 feet min. Y_ No 307.1 Plumbing Fixture Clearance Yes No 308.4 Safety Glazing: Hazardous Locations Yes I No Life Safety 310.2.1 Emergency Rescue Windows:5sf/5.7sf Ye No 310.2.2 Window Sill Height: Max.44" q 310.2.3 Window Wells Yes o 1 Life Safety Continued 311.2 Doors: 3 feet min. @ 6'-8" No _ 311.3 Landings:3'X 3' min. _ _Yi No 311.4 Vertical Egress Yes o 311.5.1 Landing Attachment "es) No 311.6 Hallway Width 3 feet min. es No 311.7.1 Stairway Width 3 feet min. lYes 311.7.2 _ _ Headroom 6'-8" min.I IYes N 311.7.5.1 Stairs:7 3/4" Max/10" Min. IYes ! o 311.7.8 Handrail Profile IYes 311.7.8 Handrails-4 plus risers Yes Na 311.8 Ramps Yes N 312.1.1 Guards-31 plus inches Yes Nsy 312.1.2 Guard Height-36-inches min. Yes 314 ;Smoke Detection a No 314.3-#4 SD: 3'outside of Bathroom es No 315 CO Detection E No 316 Foam Plastic Yes 09 o 320 &321 ;Adult Home/Day Cares 1yes j O Floor Systems 502.3 (Allowable Joist Spans or TJI's I DIY �No 502.10 Headers/Openings I (Yes jNo 502.11 Trusses or Rafter/Joist; Yes No 502.12 Draftstopping: 1,OOOsf max. jYes No 504 Pressure Treated Wood es No 506 Concrete Floors: 3.5 inches min. Yes) No 507.2.1 Deck Ledger Connection Ye No E 507.2.3(1) Deck Lateral Load Connection or Engineered 1Yes I No Wall Systems 602.3 Wood Wall Framing and Plates Yes I No 602.3.1 !Fastener Schedules(2, 3,4, 5) Yes No 602.9 Cripple Walls: Less than 14" or 4' Yes No 602.10 Wall Bracing: Engineere grfescriptive Ye No 602.10.4.1 Alternate Braced Wall Pane Yes 602.10.11 Cripple Wall Bracing Yes 602.11.2 Stepped Foundations Yes Noy 607 jGlass Unit Masonry Yes No 609 Exterior Windows/Doors Yes'' No 702 Veneer Yes No 702.1 Interior Wall Covering Ye No 703 Exterior Wall Coverings(WAC) Yes No 703.8 Stone/Masonry Veneer Yes � o Roof/Ceiling 801.3 Roof Drainage (SD-14) ,Yes `No 802.3 Ridge Beams:<3:12 pitch —,Yes No 802.4 CCeiling Joist Span: ruslor Platform Yes I No 802.5 Rafter Spans• us or Platform Yes No 802.11 Roof Tie-Downs(48" o.c.) Yes No �11 803 Roof Sheathing Ye No 806.2 Roof Ventilation: 1/150 high and low �e No 807.1 Attic Access: 22"X 30"_ jNo 905.2.7 Underlayment es o Mechanical Systems _ Chapter 10 Chimney and Fireplaces lYes No 1305.1 Equipment Access:30"X 30" Yes 'No 1305.1.3 Appliances in Attics Yes o 1305.1.4.1 Ground Clearnaces:3"Concrete Slab "Yes No 1307.2 Anchorgae of Appliances Yes No 1307.3 Elevation of Ignition Source Yesi No 1307.3.1 ,Protection from Impact Yes No Chapter 14 Specific Appliances es ` 1401.3 Equipment Sizing:WSEC es' No 1502 Clothes Dryer Exhaust: 25'or M.I. _es INo 1502.4.5 Length Identification Yes i o Chapter 18 Chimneys and Vents _ jYes No Chapter 24 Fuel Gas and Piping �No I Plumbing-IPC WSEC and Lighting:See Energy Code Plan Review I MIN. 4" PERFORATED PIPE- ROOF INFILTRATION TRENCH DRAIN ---------------------- ------ I I I YARD DRAIN DOWN PLAN VIEW SOLID PIPE ORRNTD SECTIONELBOW ROOF DRAIN GEOTEXTILE ON A TOP AND SIDES 4" PERFORATED PIPE 6" MIN 4" TEE 2' MIN 1 MIN PLUG WITH 1/2" WASHED ROCK CENTERED HOLE 1' MIN 3/4"-1 1/2" i' MIN - -.-------------- YARD DRAIN OR CB FINE MESH SUMP W/SOLID LID SCREEN 3' MIN MAX 1 DO' 10' MIN -� A f HIGH GROUNDWATER TABLE SECTION VIEW NOTES: GEOTEXTILE COMPACTED 1. TRENCHES SHALL BE A MINIMUM OF 10' FROM BACKFILL BUILDING, PROPERTY LINES, AND EASEMENTS. 2. THE FOLLOWING MINIMUM LENGTH (LINEAR FEET) 6" MIN' PER 1,000 SQUARE FEET OF ROOF AREA BASED MIN. 4" ON SOIL TYPE MAY BE USED FOR SIZING PERFORATED DOWNSPOUT INFILTRATION TRENCHES. PIPE COURSE SAND & COBBLES 20 LF 2' MIN I WASHED ROCK MEDIUM SAND 30 LF 1' MIN 3/4"-1 1/2" FINE SAND, LOAMY SAND 75 LF SANDY LOAM 125 LF LOAM 19090 LF ' 3. MINIMUM SPACING BETWEEN ADJACENT TRENCH 2' WALLS MUST BE 6 FEET. 4. INFILTRATION TRENCHES SHALL NOT BE BUILT ON SECTION A A SLOPES GREATER THAN 25 PERCENT. 5. SLOPES GREATER THAN 25 PERCENT HAVE A MINIMUM SETBACK OF 50' FOR INFILTRATION TRENCHES. GtiT y � APPROVED BY L OUYE DEPARTMENT OF PUBLIC WORKS STANDARD DETAIL DATE 07/31/2006 STANDARD DETAIL NUMBER • • REF STM SPEC RESIDENTIAL ROOF DRAIN INFILTRATION SD- 140 'PLJN SO TRENCH P4, m �] ��-�1\ �_y. l J 7 IV Y _ T �y ..� _.s _a Y ,_ C� sa V co OD { {3?Tom? ai ty, �9 A 0 E CM cn L• Z prp J h � y c? 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Z rn 77 �r 01 p` IQ _ — Z G — D i Lj G+ GV n 1 D Y : _ zf C M 7 > I C. " i 3rscxi*r Z a 5 7 14, IDEaGD DP� I ( �- / � ' � 11��N =_� NS DRAWN r. DATApg— '0" , tr�t' '- ! {� 1 p ,� t _ t t� {§pn�j' �da'p V. �n- 1�_ yam, _ .f L t PFR �?t_I 11141 ` �' 1 1 0 i^ !n- BT -t+ C t ;yam MOW {t c 3 3. f x?F� D E £ s -:e: a ;' 43 - :& ��C r1�.>I 1t L: .i u._ 1 Jh �Q 1 ., 1 i 0E .'DER 9 r"7 RE"OE-Af LL; !Er": IJCG i4�f 7 J,`S'' JTr�(Tis��V 'Y 11 CITY IT i ! _ - - _ s KEV R 3/1 5/07 REDA i�d !_ ._ i V B/L- i ce` , SIS AL FIELD BOOK FILE NO.S - - 1- -05- 7- ) __. _ t / �: ��_ o f R c �i` i 0 N D- A?t BY tXPliccS- oSjGiir_g ,o "- PORTION �/�{yp /,a� 3gp.Yp® ,�sg g/•�_ �g•pg�® ig �/e�� W.M.®C . tl ION OF Tel lR 1/4, N 1. 1/4, SEC. 21, 9 s R P. 3 9 N., RGE, ®5 E., a 1 as Z O .. Imo, �5�I SEE DETAIL ' ., 4 �Zf ` 1/2_R BELOW EX X M1'FULL DEPTH , / O 1"R EXPANSION JOINT EVERY 2 Y a/(q�� N i L 12-MIN, _—� 30'.MATCH CURD Q 1 1A1 j m r V-GROOVE LUUj 'u IXSTINf•PAVfDAEM \ ilV DEEP rp8 oZ (TYP) LI{.tl s 1-R 6 I/1/7-X I I/2" 2 ,A.,• CC Z to Nh DUMMY MINT ---- 5 1J a -i I5'C/C. 4 F ` Q3 fDi 3 cwi 2 _ 1aJ. 1/2 X 11/r 'T D/W CUT DUMMY JOINT CEMENT� _. 1 i/4 MIN.BRASS DISC PLAN - 1/2"X 1 1/2' •�T CONCRETT: DUMMY JOINT 5'TYPICAL ` 12"MIN.NO A RESAR 3 t6"WIDE - I `.� � BEAD• 1/B" SEE NOTE 9 STD.CURB& ama lRAubRON OEtAa. t HIGH GUTTER SEE DETAIL 2 R=30r CONCRETE MONUMENT T NOTES: l Z 12 2*. CEMENT CONCRETE E :•.1 T �— I.FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. /!L .-1/2'UP SIDEWALK ' --il-- f'--1 V'• 2 DUMMY JOINTS SHALL VE PLACED ON 15'CENTERS DUMMY JOINTS SHALL BE 1/2"X 7-1/2 2 ` 1 2"CRUSHED SURFACING TOP 1 '}�R-.,'H�y' R=30�• `TYPE,"A-1"CURB 9c GUTTER •'•�• w"_• i 1 3.THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS.INLETS AND AT POINTS OF TANGENCEY ON STREETS. COURSE,COMP. TO 95X DENSITY. • n l i>- I ALLEY AND DRIVEWAY RETURNS. MAXIMUM SPACING SHALL BE 30'PRE-MOLDED JOINT FI ER SHALL BE 1/2" NOTES: Ir - - WIDE AND CONFORM TO AASHTO DESIGN M213 D I.SIDEWALKS 57n SHALL BE A MIN OF 4"THICK,AND SHALL BE CLASS 3000 , 4.ALL JOINTS SHALL BE MEAN AND EDGED. CEMENT CONCRETE,WITH AIR ENTRAINMENT(MIR 4.5%TO 6. O METALS WIDTH OF DRIVEWAY AT PROPERTY LINECL NOTES- 5.CONCRETE SHALL BE CEMENT,CIASS 3000. I U C. m�5 T 72 NLL EXPANSION JOINTS SHALL GENERALLY BE PLACED TO MATCH THOSE I/2 WIDE FULL DEPTH EXPANSION JOINT , THE OFF-STREET MONUMENT SHALL BE THE SAME 7" 6.STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS WOOD FORMS MAY BE USED ON GURVFD SECTIONS. PLACED IN ADJACENT CURB&GUTTER,WITH MAX.SPACING OF 30'. FINAL '} FULL DEPTH EXPANSION JOINT IF O7 IS 15 OR GREATER. c - EXCFTH USING A NO.B REBAR AND SHALL BE A CASE q SPACING DETERMINATION SHALL BE DECIDED BY THE INSPECTOR IN THE FIELD. 'JG• P h EXCEPT GOVERN THE OFF-STREET MONUMENT SHALL SE „�, 7.FINISH SHALL BE LIGHT BROMM FINISH. O DRIVEWAY TO BE SURFACED WITH ASPHALT OR CONCRETE V�1$�S_�Oqy�' ABOVE GRADE., 3.SUBGRADE SHALL BE COMP.TO NOT LESS THAN 95%OF MAX DENSITY. �•G$ YV' B THE FINISHED CURB SHALL BE SPRAYED VAIN A TRANSPARENT CURING COMPOUND AND COVERED BY WATERPROOF DRIVEWAY CEMENT CONCRETE IE SHALL BE A MIN.OF 6-1}IICI(AND IS P BE 2. MONUMENT CGASE.AND COVER SHALT_BE CAST IRON. PAPER OR PLASTIC MEMBRANE IN THE EVENT OF RAIN OR OTHER UNSOITAKE WEATHER. CURING TIME SHALL BE 4,SIDEWALK SHALL BE AT LEAST 6'THICK IN DRIVEWAYS. PLACED ON A MINIMUM OF Y CRUSHED SURFACING TOP COURSE COMPACTED A- A MIN.OF 72 HOURS. CT R MAXIMUM DENSITY r .5, BRASS DISC SHALL BEAR LAND s11RVIYOR'S '{�---�I REGISTRATION NUMBER. SECTION 9 ALL CURB AND GUTTER SHALL BE PLACED ON A MIN.OF 2"OF CRUSHED SURFACING TOP COURSE. 5.THE FINISHED SIDEWALK SHAIl BE SPRAYED WITH A TRANSPARENT CURING CONTRACTOR WILL PROVIDE A FULL HEIGHT CURB SEPARATING ADJACENT DRIVEWAYS• SEE TEXT SECTION 4•-03 10 DUMMY JOINT 1/2"X 1-1/2"BETWEEN A-1 CURB AND GUTTER AND THE SIDEWALK. 6.ALL,JOINTS SHALL BE CLEANED AND EOCEO WITH AN EDGER HAVING A 1/4"RADIUS. m a DRIVEWAY CUT DETAIL (R8) Q. MONUMENTATION DETAIL 2 CEMENT CONCRETE CURB a GUTTER (Rd) 3 CEMENT CONCRETE SIDEWALK (136) q 3 N.T.s N D NO SCALE N T.S. � - CAST IRON LOCKING Iq/ THE IL CB C.O. RING AND COVER Z 1fD C'0- INSPECTION PORT ONE SIZE LARGER 7!L INSPECTION PORT / W/OPEN GRATE // THAN PIPE DIA- LABELED'SEWER" + _ r14�(III•I• W 1, (fl CLASS 4U00 a CONCRCTE4MECH oAyFjT a t.tf' 4' :! SURFACE fi GASKETEDCAP fr �AMCAL END OFppPERUC.WITHFLGA--•PE TYPE Ty`IILIII/1) Y I 1'i O 1 I IB' GROUT � 1yOy m I Id I i. • INFILTRATION TRENCH UNPAVED AREAS < Y O/1V SEPARATOR WV'E 11' SEE DETAIL 9 (SEE '!LATER QUALITY TRENCH ON SHEET 7 yA--I{Imo' O a U non . � PAVED AREAS - Tn SC-310 CHAMBER 0,PVC PIPE �� 1 ( 1, NOTES: VARIES 11' --- / I1111( SAME MATERIAL AS THE SEWER MAIN- v � �'d 1.CLEAN OUT PIPE AND FITTINGS SHALL 13E THEr II I 8 I Ci L WASHEO GRAVEL (J• T 2,A SANITARY TEE.SWEEP.OR STRAIGHT TEE IS 9 I' 1 1 )I NOT ACCEPTABLE 2" ® J EO NATIVE B/F COMPACT D 3.SEWER STUB WILL BE EXTENDED TO BEYOND 20 p g a MIRAFI 140 FILTER _ 'iI i I •I COMPACTED 959. TO 959. To��T AM��WT AND MINIMIZE „q�•o o O ICI FABRIC ON SIDES ` AND TOP OF (� �11' ' I I� 1' III n _ - CONFLICTS WITH OTTER UOt111E5 IM1DM SER•ACE TO 12•CAST IRON LOCKING RMG AND COVER AJLLL 1 ( l 111• BUILDING IS ACOMPUSHED. 0' TRENCH ONLY. •••-"w A +I SIT OLYMPIC M1025 OR APPRO ED EQUAL to I •�--- _ !) 1'MIN.OVERLAP I,i' 1 PLASMIC SHEETING — IT J4" I]' �'(1 Ir } JLAr '( o1 3�I TOVERLAP IS, OVER TOP AND SIDES -1'� B"PVC PIPE(50RJ3)PEHF. ;1 GO : •--J--��. '_ 0"PVC PIPE(59R3s) O p� F- I� OF TRENCH ONLY - WITH 1/2"DIA.HOLES,5" I' T SEWER CLEANOUT(SS-08) Add co ' (NONE30T )N TRENCH INFILTRATIOk TRENCH SECTION 'o o f O.C.SPACED AT 120'.INSTALL I PORE.WITH 1/2'DIA '•� 1-IJY WITH ONE ROW OF HOLES AT •K j HOLES.5.O.C.SPACED 5 NO SCALE � 0 � � 1 11- WASH r 12 O'CLOCK AS SHOWN b ) 1-1 Y L AT 120'.INSTALL WITH p� y/ O •• �_IB"L101 ^J I GR b W ONE ROW OF HOLES AT LOAMY SAND LAYER ,I_ — -PLASBC SHEETING OVER TOP, i1'I A 12 O'CLOCK AS SHOWN z 13• --J4� 13" JYAY`�' SIDES,AND ENDS OF TRENCH L __ _- �._ �:SArtKO : ONLY(NONE ON TRENCH K 11 ONMIR TOP. DES. FABRIC BOTTOM) �� ON TOP.40E5.AND � WATER QUALITY TRENCH SECTION ONO5 OF TRENCH ONLY. CITY OF ARLINGTON U. J.0• WATER QUALITY TRENCHY TRENCH IWOI THIS SHEET HAS BEENAPPROVED PER THE CONDITIONS ON THE COVER SHEET. BY: MVIOUAL LUT INFILTRATION TRENCH DETAIL TRENCH SECTIONS AA 6 ®f 8 CALL 48 HOURS DATE_ )„/T�/ iIkS7ALLED A7 TIME OF BUILDING PERMI71 FRONTAGE INFILTRATION TRENCH DETAILS BEFORE YOU DIG -- 12 SCALE: 13 1-800-424-5555 #15 67 7 IMQR1j0NTAL. 1' Y rvo scnl.E VERTICAL: 1'.3' R: 19677 NC CONSt 15677CONST.OYA: DETAILS PORTION OF NW 1/4, NW 1/4, SEC. 21, TWP. 31 N., RGE. 05 E., W.M. 4M�s I FREE P NflN - — — — — — — — iBBTH STREET N.E. — — — — — z m B F00 _ S --�— S S ry H7' l0' 7B• E - — _-x=— _I— s _ r ;l d p®� 132.00' - --4 _31.00 108.00 �- 4F00 '1' :, -- Nr 4. - -� - ` w IeW m"CITY OF ARLINGTO ¢' ARLINGTON AIRPORT + 1Y ( - u• i LOT 5 ' Tat \ 18204 59TI-I a LOT 4 ; l } DRIVE NE �Na WI w LOT 2 LOT 9 $( ; LOT 1 {Zu LOT 2 ( LOTS { ;6 2-005 c LOT 1 ;r1 JEFFREY STEELE c = 3506 7HBTH STREET NE 2-003 -------------- 4N1 2-004 { j BAPP►URE l ;PARTNERS+LLC. {SNORT PLAT L---,__.__._..__.3_r I 1 �o' -J , I � I I LLO.SHORT PLAT 7D z4' 1 1 ;IVEL. - 20' 1 ___-. N er t32o0' TO' 3B" i9B.00 ( TRACT 996 T- n( 67• E ( LOT 11 ( I LOT 10 01032M1-000-011-00 010324-000-010-00 ( OT 9 �AFMX.LOCATON OF \ / 50•gIOC aymmc OIL LINE ( I 01032h-000-009-00 CASD 7 AF. #1701SIS I LOT 13 1 LOT 12 ( PLAT OF TRELLIS CQURT / I m I I I 01032•I-000-013-00 i alo7zn-000-012-DO (10324) Y I 1 / a LOT B 1 I 1 0 a I 1s110110E to r Brt:R01N+D srrruus � � .�-�sPJ1eW EvEnLr arollllD Nnxac. � w o GRAPHIC SCALE Pw-saw 51A'cm DAW$111004 3 311 15 30 60 - RE111FORCED RUBBER HOSE. WRfiACNFD(3) ( @1 RRaT J YE. MST TO TIGHTEN DOUBLE A,ALV.STEEL n n I inch= 30 11 � rn r TOP VIEW-TRUNK STAKING fn FDA- F LEGEND W$TALL bWN LOOT-1RE.TIES TO TO I I o YK 9... p..��lya YN116.SPECS(llE 1O05E1Y TO EXISTING ELECTRIC VAULT ALLOW SOW U T ��y/////////��/1L/{1�/J (.t �-BVC ROUND STAVES SET �V `�— 13 O EXISTING SEWER MANHOLE )AIDS OLIISIK RODIOALL Z Y m (REMOVE AFTER I YEAR) (9 EXISTING WATER MTER W c = W PROVIDE'HATER BASIN AROUND ROOT BALL a a U u EXISTING WATER VALVE CN/2-DEPTH(KEEP EXISTING HYDRANT MULCH CLEAR OF TRUNK BASE) EXISTING POWER POLE 1 FINISH GRADE 0 SET THIS SURVEY UNLE UNLESS ryLSI9B31 INSTALL ROOT BARRIER TO 1 OTI1 RWISE NOTED I �PW1RN0 PIT,TWICE BALL OINAETER d PROTECT ALL PAVING AND r YY ..._.. CECIION I.INE STRUCTURES'WITHIN 60" I BAcau Na pm dits"N.CRS OF TREE ROOT BALL I SPECIFICATIONS n - -- CENIERLINIT 1 J O EDGE OF EXISTING PAVEMENT CUT AND REMOVE ALL L MNE AND BURLAP FROM ®p p z 1(] --- -- -- ADJACFNT PROPERTY ROOTBALL.(REMOVE ALL -COMPACTED NATIVE SOIL s o" WIRE BASKETS) ® _j 0 0 p� I PROPERTY LINE NDTE_ ® � r � 01BVE STAK S UNTIL FIRM IN 0- PROPOSED LOT LINE TAIOUID 10 SUPPORT TREE. CS D6 Z w • •--- --• BUILDING SET BACKLINE low 9n9ngn�gA�II�"""11 a. 1J cp c- '-- -- EASEMEN r LINE I'CONTOUR SYMBOL @TY. BOTANICAL/ COMMON NAME SIZE CONDITIONS pp�pp O O CHAIN-LINK FENCE MT ST HEI ENS FLOWERING PLUM I I/2.7RUM1(OIA. B&B AS SHOWN iDd 0 22 (prvnus carisllsro'MT Si 11ELEN5') IT IA1L MIN. SPAORO AS SHOWN 'NODU FEIJCE EXISTING SANITARY FORCED SEVIER MAIN < z z LJ ri) EXISTING OVERHEAD POWER L1NES LANDSCAPING NOTES- _ ® Z (ST PROPOSED CUNCRE TE MONUMENT IIJ CASE I.TREES TO BE PLANTED IN THE 5 FT WIDE LANDSCAPING PLANTER STRIP PER CITY --- STANDARDS WITH ROOT BARRIERS AS SHOWN. CITY OF ARUN43TON • ul 2.THE VARIETY OF THE TREES MAY BE SUBSTITUTED BASED ON APPROVAL FROM THE CITY. 41., 3.THE TREE LOCATIONS SHOWN ARE CONCEPTUAL ACTUAL LOCATIONS TO BE APPROVED BY THIS SHEET HAS BEEN APPROVED PER HIE CONDITIONS ON THE COVER SHEET THE CITY. BY: l7 TREE PLANTING DETAIL CALL 48 HOURS DATE'— ° � 8 ®f 8 1 BEFORE YOU DIG -- N T.S. 1-800-424-5555 Ri 1$67 \YO GONST IS6TlCOt/Si.DWG LANOSf:APlt/(: 15677 j .___ .. _---�-- - --^...._....�_--�^'..r.- ` V ..� .__.. _..- -.....Y_ -...r......-..w... d✓- 4.:w.,�a.,.re. �.uu r �,•'� F� (1 wr..�•...r-, '� �„��.,•,.�,......-•moo—.......�-....�.-,.,,,,ram«�....��^'.'.. } �y�p�3�...ti . ._. - --- .�. ��- ��., _�..�-.•..:-.��-•-----_ .�''; ��---=� . _-_.:.;:;ems. --•'' � '' „3 'r.._ . •. .so-lns�tar.:�fk—t+^+`'....c:� ',+.s, a .s p .$, '?f - � � i ` R. rum .e+w�°"^ ♦ J rr�, .T,� 4I=LOT �4� � A�~ •rJ d d LOT 1 { �I f i µme, WALL CONSTRUCTION TABLE R602.7(1) ack studs) pine and spruce-pill and required number of j GIRDER SPANS'AND hem-fir,southern ApNS FOR EXTERIOR BEARING WA (Maximum spans for Doug lag fir larch, GROUND SNOW LOAD(p 70 60 30 Building width`(feet) 28 36 36 20 GIRDERS AND a NJa NJ° span NJa NJa Span NJa Span NJa Span NJa SIZE 38 20 HEADERS 20 2S S an Span — — — — SUPPORTING Span Span 3 2 1 2-10 2 — — Span NV Span NJ 1 — — — — — 1 3-10 1 3-5 1 3-9 — — — 4-1 1 3-7 2 1-2 x 8 4 6 4-4 1 4-9 1 — — — 1 2 4 8 2 3_8 2 1 1_2 x 10 5-8 l 4-11 2 5-9 1 2-10 1 2-6 1 411 2 5-3 2 9 1 2-6 2 3_3 2 1-2 x 12 6-11 1 3_2 1 2 4_2 1 3 8 1 3 2 1 2-10 41 1 3.8 2 4_1 2 2-2 x 4 3'6 1 48 1 2 5� 2 47 1 4-8 1 42 2 2 9-0 2 2 5 2 47 2-2 x 6 5-5 2 5-11 5-7 2 6_6 2 5-7 1 5_11 2 5� 6_3 2 2 5-10 3 2-2 x 8 6-10 2 7-3 2 2 7-6 2 6.6 2 7-3 2 6 6 7-3 2 6 6 2 5-2 2 2-2 x 10 8-5 2 8-5 2 2 6_8 1 5-9 2 8_5 2 7 6 6-5 2 5-9 2 6-4 2 Roof and ceiling 2 2 x 12 9- 6 8 I 7-5 1 2 8_2 2 7-0 1 1 7-10 2 7-0 2 7� 2 7-5 2 2 g_2 3-2 x 8 8� 2 8-2 2 9-1 2 9-5 2 1 9-1 9 2 2 8-2 6 8 1 5-11 3-2 x 10 10-6 2 10-7 2 7 5 6-8 1 7_8 1 2 10_7 2 9-5 1 2 7.3 2 3-2 x 12 12-2 7 8 1 8-4 1 2 9-5 2 8-2 2 10-11 2 9-5 2 2 1 8-2 8-5 8� 1 1 9-1 42 x 8 9_2 1 9.5 2 10_6 — 11-8 1 ]0-6 2 10-7 2 9-5 2 — — — 42 x 10 2 10-11 2 12-2 — — — 1 12_2 1 3.0 2 2 8 2 — 4-2 x 12 3-1 1 3-0 1 3 7 — — — — 3-11 1 3-5 46 2 3-11 2 31l 2 _ — — — — 1 2 x 8 4 4 2 3-10 2 42 2 3-4 2 1 2 1 27 1 23 1 2-0 1-2 x 10 5-0 2 49 2 4-2 2 5-5 2 2 2_5 1 2-2 2 2-11 1-2 x 12 5-10 1 2-9 1 2 3-9 2 3 3 1 2-9 1 2 5 3-7 2 3 3 2 3-9 2 2-2 x 4 3-1 3-7 2 4-1 1 2 49 2 42 1 40 1 4-6 2 4-1 2 4-7 3 2_2 x 6 46 2 5-2 2 2 5_9 2 5 1 2 5.0 2 4_6 2 5 0 3 2 5_6 5-10 5-3 - 2-2 x 8 5-9 2 5_6 2 6-4 3 5-9 6-8 7-0 2 6 2 2 6-5 - 5 2 2 4-8 2 Roof,ceiling 2-2 x 10 2 6_5 2 7_4 5 8 2 5-1 2 5-11 8-1 2 7-1 2 2 , 8 and one center- 2 2 x 12 2 6_5 2 7•3 6-a bearing floor 3_2 x 8 7 2 1 6-3 2 5-9 2 7-11 2 6-1 I j 6 7-3 2 8 5 2 7 4 2 5-5 2 8-9 2 7-8 2 2 8-0 10 8_0 2 9-2 2 6-10 1 6•U 2 2 2 8 11 2 6 6 1 5-11 1 6-1 3-2 x 12 10-2 1 7-5 1 2 7-2 2 8.4 2 7-4 1 7 3 1 6-7 2 7-7 � 4-2 x 8 8-1 2 9-1 2 8 0 2 9-8 2 8 6 — 1 g_10 2 8-0 2 8-4 — — 42 x 10 10-1 2 10-7 2 9 3 — — — 2 10_3 2 9'3 2-7 - 4-2 x 12 11-9 2-8 1 3_5 1 2 11 — 1 l 3-I 2 1-2 x 8 3-6 1 3 l 0 44 39 2 1 1 — — — — — 1 3 10 1 3_3 2 2 3-1 3_11 2.1 1 1 IU 1-2 x 10 46 2 3_3 2 5-4 �_0 1 2-5 1 2 1 4_2 2-3 I 2 2 9 1-2 x 12 S-6 2_1 1 2-7 1 2 3-6 2 3-1 1 2 2 3.0 a 2 2 1-3 3-6 2 2� 1 2 3-ll 2-2 x 4 2-8 3_0 2 3-10 3-4 ' 3 � 4- ?6 3-11 1 3 5 4-2 2 4 9 3 2-2 x 6 2 3-10 2 4 10 2 4 7 3 5-6 5_0 2 2 4_8 5-11 2 5-1 2 6� 2 5-6 3 5.0 3 2-2 x 8 2 5.4 4-5 2 5-5 3 6-10 Roof,ceiling 2-2 x— 6-1 2 5-3 2 $-11 3 4-8 5-7 5-7 2 411 2 3 2 2 5-4 2 2 5-3 2 and one ciclear7 1 2 6-1 2_2 x 12 2 4-10 ? 6 0 10 2 6-1 ? 5-9 2 6-IU Span floor 6 3 2 5-5 2 6-5 2 6.11 2 6 3 2 3-2 x 8 2 5-11 2 7-5 2 6 8 2 7-11 � 2 2 7.5 1 2 5.1 6-7 5.8 3-2 x 10 77 2 6-10 2 8-7 2 6.6 2 2 7-8 6.1 2 5-5 2 6-2 3-2 x 12 8-10 2 7-0 1 2 7-11 2 6-11 7 2 1 6-3 2 5-7 8 7 2 7-5 2 6-7 ; 9. 2 8-0 2 7 2 2 4-2 x 8 2 6-10 2 4-2 x 10 8-9 2 7-7 2 2 8-10 2 7-11 2 9-ll 8 7 4_2 x 12 10-2 (continued) 169 1uTFRNATIONAL RESIDENTIAL CODE® MIN. 4" PERFORATED PIPE ROOF DRAIN INFILTRATION TRENCH ---_— _ 1 I I YARD DRAIN t __ -----------` TURNED DOWN ELBOW \ SOLID PIPE OR "T" SECTION PLAN VIEW ROOF DRAIN GEOTEXTILE ON A TOP AND SIDES 1 4" PERFORATED PIPE 1� r 4„ 6" MIN TEE —o.00x--• PLUG WITH 1/2" —� • • • • 1 MIN CENTERED HOLE 2' MIN WASHED ROCK 1' MIN 1' MIN 3/4"-1 1/2" YARD DRAIN OR CB ------------ FINE MESH SUMP W/SOLID LID SCREEN MAX 100' 10' MIN —� 3' MIN A V HIGH GROUNDWATER TABLE SECTION VIEW NOTES: COMPACTED 1. TRENCHES SHALL BE A MINIMUM E E FROM GEOTEXTILE BACKFILL BUILDING, PROPERTY LINES, AND EASEMENTS. 2. THE FOLLOWING MINIMUM LENGTH (LINEAR FEET) PER 1,000 SQUARE FEET OF ROOF AREA BASED 6" MIN ON SOIL TYPE MAY BE USED FOR SIZING MIN. 4" DOWNSPOUT INFILTRATION TRENCHES. PERFORATED PIPE COURSE SAND & COBBLES 20 LF 30 LF WASHED ROCK MEDIUM SAND 75 LF 2' MIN FINE SAND, LOAMY SAND 125 LF 1' MIN 3/4"-1 1/2" SANDY LOAM 190 LF LOAM ' I 3 MINIUM WALMS MUST BIEG6BFEET. E+E BETWEEN ADJACENT TRENCH 2 —~� 4' LL SLOPES GREATER NTHAN 25CHES APERCENT. BUILT ON SECTION A A 5. SLOPES GREATER THAN 25 PERCENT HAVE A MINIMUM SETBACK OF 50' FOR INFILTRATION TRENCHES. DEpARTMENT OF PUBLIC I►ORSS STANDARD DETAIL Y " °BY L OM STANDARD DETAIL G�z o� wh 07/31/"M SD— 140 • • "�stm 5K` RESIDENTIAL ROOF DRAIN INFILTRATION Z TRENCH 0 �LING� WALL CONSTRUCTION TABLE R602.7(1) *;g GIRDER SPANS°AND HEADER SPANS°FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch,hem-fir,southern pine and spruce-pine-fir"and required number of jack studs) GROUND SNOW LOAD(psfr GIRDERS AND 30 50 70 HEADERS SIZE Building width`(feet) SUPPORTING 20 28 36 1 20 28 36 20 28 36 Span NJ° Span NJ° Span NJ° Span NJ° Span NJ" Span NJ" Span NJ° Span NJ° Span NJ° 1-2 x 8 4-6 1 3-10 1 3-5 1 3-9 1 3-2 1 2-10 2 — N24-7 1-2 x 10 5-8 1 4-11 1 4-4 1 4-9 1 4-1 1 3-7 2 1-2 x 12 6-I1 1 5-11 2 5-3 2 5-9 2 4-8 2 3-8 2 — — — 2-2 x 4 3-6 1 3-2 1 2-10 1 3-2 1 2-9 1 2-6 1 2-10 1 2-3 1 2-2 x 6 5-5 1 4-8 1 4-2 1 4-8 1 4-1 1 3-8 2 4-2 2 3-3 2 2-2 x 8 6-10 1 5-11 2 5-4 2 5-11 2 5-2 2 4-7 2 5-4 2 4-1 2 2-2 x 10 8-5 2 7-3 2 6-6 2 7-3 2 6-3 2 5-7 2 6-6 2 5-7 2 5-0 2 Roof and ceiling 2-2 x 12 9-9 2 8-5 2 7-6 2 8-5 2 7-3 2 6-6 2 7-6 2 6-6 2 5-10 3 3-2 x 8 8-4 1 7-5 1 6-8 1 7-5 1 6-5 2 5-9 2 6-8 1 5-9 2 5-2 2 3-2 x 10 10-6 1 9-1 2 8-2 2 9-1 2 7-10 2 7-0 2 8-2 2 7-0 2 64 2 3-2 x 12 12-2 2 10-7 2 9-5 2 1 10-7 2 9-2 2 8-2 2 9-5 2 8-2 2 7-4 2 4-2 x 8 9-2 1 8-4 1 7-8 I 1 8-4 1 7-5 1 6-8 1 7-8 1 6-8 1 5-11 2 4-2 x 10 11-8 1 1 10-6 1 9-5 1 2 1 10-6 1 9-1 2 8-2 2 9-5 2 8-2 2 7-3 2 4-2 x 12 14-1 1 12-2 2 10-11 2 12-2 2 10-7 2 9-5 2 10-11 2 9-5 2 8-5 2 1-2 x 8 3-11 1 3-5 1 3-0 1 3-7 1 3-0 2 2-8 2 — — — — — — 1-2 x 10 5-0 2 4-4 2 3-10 2 4-6 2 3-11 2 3-4 2 — — — — — — 1-2 x 12 5-10 2 4-9 2 4-2 2 5-5 2 4-2 2 3-4 2 — — — — — — 2-2 x 4 3-1 1 1 2-9 1 2-5 1 2-9 1 2-5 1 2-2 1 2-7 1 2-3 1 2-0 1 2-2 x 6 4-6 1 1 4-0 1 3-7 2 4-1 1 3-7 2 3-3 2 3-9 2 3-3 2 2-11 2 2-2 x 8 5-9 2 5-0 2 4-6 2 5-2 2 4-6 2 4-1 2 4-9 2 4-2 2 1 3-9 2 Roof,ceiling 2-2 x 10 7-0 2 6-2 2 5-6 2 6-4 2 5-6 2 5-0 2 5-9 2 5-1 2 4-7 3 and one center- bearing floor 2-2 x 12 8-1 2 7-1 2 6-5 2 7-4 2 6-5 2 5-9 3 6-8 2 5-10 3 5-3 3 3-2 x 8 7-2 1 6-3 2 5-8 2 6-5 2 5-8 2 5-1 2 5-11 2 5-2 2 4-8 2 3-2 x 10 8-9 2 7-8 2 6-11 2 7-11 2 6-11 2 6-3 2 7-3 2 6-4 2 5-8 2 3-2 x 12 10-2 2 8-11 2 8-0 2 9-2 2 8-0 2 7-3 2 8-5 2 7-4 2 6-7 2 4-2 x 8 8-1 1 7-3 1 6-7 1 7-5 1 6-6 1 5-11 2 6-10 1 6-0 2 5-5 2 4-2 x 10 10-1 1 8-10 2 8-0 2 9-1 2 8-0 2 7-2 2 8-4 2 7-4 2 6-7 2 4-2 x 12 11-9 2 10-3 2 9-3 2 10-7 2 9-3 2 8-4 2 9-8 2 8.6 2 7-7 2 1-2 x 8 3-6 1 3-0 1 2-8 1 3-5 1 2-11 1 2-7 2 — — — — — — 1-2 x 10 4-6 1 3-10 1 3-3 1 4-4 1 3-9 1 3-1 2 — — — — — — 1-2 x 12 5-6 1 4-2 2 3-3 2 5-4 2 3-11 2 3-1 2 — — — — 2-2 x 4 2-8 1 2-4 1 2-1 1 2-7 1 2-3 1 2-0 1 2-5 1 2-1 1 1-10 1 2-2 x 6 3-11 1 3-5 2 3-0 2 3-10 2 3-4 2 3-0 2 3-6 2 3-1 2 2-9 2 2-2 x 8 5-0 2 4-4 2 3-10 2 4-10 2 4-2 2 3-9 2 4-6 2 3-11 2 3-6 2 Roof,ceiling 2-2 x 10 6-1 2 5-3 2 4-8 2 5-11 2 5-1 2 4-7 3 5-6 2 4-9 2 4-3 3 and one clear span floor 2-2 x 12 7-1 2 6-1 3 5-5 3 6-10 2 5-11 3 5-4 3 6-4 2 5-6 3 5-0 3 3-2 x 8 6-3 2 5-5 2 4-10 2 6-1 2 5-3 2 48 2 5-7 2 4-11 2 4-5 2 3-2 x 10 7-7 2 6-7 2 5-11 2 7-5 2 6-5 2 5-9 2 6-10 2 6-0 2 5-4 2 3-2 x 12 8-10 2 7-8 2 6-10 2 8-7 2 7-5 2 6-8 2 7-11 2 6-11 2 6-3 2 4-2 x 8 7-2 1 6-3 2 5-7 2 7-0 1 6-1 2 5-5 2 6-6 1 5-8 2 5-1 2 4-2 x 10 8-9 2 7-7 2 6-10 2 8-7 2 7-5 2 6-7 2 7-11 2 6-11 2 6-2 2 4-2 x 12 10-2 2 8-10 2 7-11 2 9-11 2 1 8-7 1 2 7-8 2 9-2 1 2 1 8-0 2 7-2 2 (continued) 2015 INTERNATIONAL RESIDENTIAL CODE® 169 WALL CONSTRUCTION TABLE R602.7(i)—continued GIRDER SPANS°AND HEADER SPANS°FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch,hem-fir,southern pine and spruce-pine-fir'and required number of jack studs) GROUND SNOW LOAD(psf)* GIRDERS AND 30 50 70 HEADERS SIZE Building width`(feet) SUPPORTING 20 28 36 20 28 36 20 28 36 Span NJ° Span I NJ° ISpan NJ° Span I NJ° Span NJ° Span NJ° I Span I NJ° Span NJ° Span NJ° 2-2 x 4 2-7 1 2-3 1 2-0 1 2-6 1 2-2 1 1-11 1 2-4 1 1 2-0 1 1-9 1 2-2 x 6 3-9 2 3-3 2 2-11 2 3-8 2 3-2 2 2-10 2 3-5 2 3-0 2 2-8 2 2-2 x 8 4-9 2 4-2 2 3-9 2 4-7 2 4-0 2 3-8 2 4-4 2 3-9 2 3-5 2 2-2 x 10 5-9 2 5-1 2 4-7 3 5-8 2 4-11 2 4-5 3 5-3 2 4-7 3 4-2 3 Roof,ceiling 2-2 x 12 6-8 2 5-10 3 5-3 3 6-6 2 5-9 3 5-2 1 3 6-1 3 5-4 3 4-10 3 and two center- 3-2 x 8 5-11 2 5-2 2 4-8 2 5-9 2 5-1 2 4-7 2 5-5 2 4-9 2 4-3 2 bearing floors 3-2 x 10 7-3 2 6-4 2 5-8 2 7-1 2 6-2 2 5-7 2 6-7 2 5-9 2 5-3 2 3-2 x 12 8-5 2 7-4 2 6-7 2 8-2 2 7-2 2 6-5 3 7-8 2 6-9 2 6-1 3 4-2 x 8 6-10 1 6-0 2 5-5 2 6-8 1 5-10 2 5-3 2 6-3 2 5-6 2 4-11 2 4-2 x 10 8-4 2 7-4 2 6-7 2 8-2 2 7-2 2 6-5 2 7-7 2 6-8 2 6-0 2 4-2 x 12 9-8 2 8-6 2 7-8 2 9-5 2 8-3 2 7-5 2 8-10 2 7-9 2 7-0 2 2-2 x 4 2-1 1 1-8 1 1-6 2 2-0 1 1-8 1 1-5 2 2-0 1 1-8 1 1-5 2 2-2 x 6 3-1 2 2-8 2 2-4 2 3-0 2 2-7 2 2-3 2 2-11 2 2-7 2 2-3 2 2-2 x 8 3-10 2 3-4 2 3-0 3 3-10 2 3-4 2 2-11 3 3-9 2 3-3 2 2-11 3 2-2 x 10 4-9 2 4-1 3 3-8 3 4-8 2 4-0 3 1 3-7 3 4-7 3 4-0 3 3-6 3 Roof,ceiling, 2-2 x 12 5-6 3 4-9 3 4-3 3 5-5 3 4-8 3 4-2 3 5-4 3 4-7 3 4-1 4 and two clear- 3-2 x 8 4-10 2 4-2 2 3-9 2 4-9 2 4-1 2 3-8 2 4-8 2 4-1 2 3-8 2 span floors 3-2 x 10 5-11 2 5-1 2 4-7 3 5-10 2 5-0 2 4-6 3 5-9 2 4-11 2 4-5 3 3-2 x 12 6-10 2 5-11 3 5-4 3 6-9 2 5-10 3 5-3 3 6-8 2 5-9 3 5-2 3 4-2 x 8 5-7 2 4-10 2 4-4 2 5-6 2 4-9 2 4-3_'2 1-5-5 2 4-8 2 4-2 2 4-2 x 10 6-10 2 5-11 2 5-3 2 6-9 2 5-10 2 5-2 2 6-7 2 5-9 2 5-1 2 4-2 x 12 7-11 2 6-10 2 6-2 3 7-9 2 6-9 2 6-0 3 7-8 2 6-8 2 5-11 3 For SI: 1 inch=25.4 mm,1 pound per square foot=0.0479 kPa. a. Spans are given in feet and inches. b.Tabulated values assume#2 grade lumber. c. Building width is measured perpendicular to the ridge.For widths between those shown,spans are permitted to be interpolated. d.NJ=Number of jack studs required to support each end.Where the number of required jack studs equals one,the header is permitted to be supported by an approved framing anchor attached to the full-height wall stud and to the header. e. Use 30 psf ground snow load for cases in which ground snow load is less than 30 psf and the roof live load is equal to or less than 20 psf. 170 2015 INTERNATIONAL RESIDENTIAL CODE® MIN. 4" PERFORATED PIPE ROOF INFILTRATION TRENCH DRAIN - ------------ ------ j �I I`�--_ _ — ----------------' YARD DRAIN PLAN VIEW SOLID PIPE OR "T" SECTION TURNED DOWN ELBOW ROOF DRAIN GEOTEXTILE ON A TOP AND SIDES Aj 4" PERFORATED PIPE 6" MIN 4" TEE 0.00%.. . . . . 2' MIN l'i MIN PLUG WITH 1/2" 1' MIN WASHED ROCK 1' MIN CENTERED HOLE 3/4"-1 1/2" t _ ----------------- YARD DRAIN OR CB FINE MESH SCREEN SUMP W/SOLID LID 3' MIN MAX 100' 10' MIN A 1 '�7 HIGH GROUNDWATER TABLE SECTION VIEW NOTES: GEOTEXTILE COMPACTED 1, TRENCHES SHALL BE A MINIMUM OF 10' FROM BACKFILL BUILDING, PROPERTY LINES, AND EASEMENTS. 2. THE FOLLOWING MINIMUM LENGTH (LINEAR FEET) 6" MIN PER 1,000 SQUARE FEET OF ROOF AREA BASED 1 MIN. 4" ON SOIL TYPE MAY BE USED FOR SIZING PERFORATED DOWNSPOUT INFILTRATION TRENCHES. PIPE COURSE SAND & COBBLES 20 LF 2' MIN WASHED ROCK MEDIUM SAND 30 LF 1 1' MIN 3/4"-1 1/2" FINE SAND, LOAMY SAND+ 75 LF 12I SANDY LOAM 125 LF LOAM 190 LF ' 3. MINIMUM SPACING BETWEEN ADJACENT TRENCH 2' WALLS MUST BE 6 FEET. 4. INFILTRATION TRENCHES SHALL NOT BE BUILT ON SECTION A A SLOPES GREATER THAN 25 PERCENT. 5. SLOPES GREATER THAN 25 PERCENT HAVE A MINIMUM SETBACK OF 50' FOR INFILTRATION TRENCHES. Glsy O� APPROVED By L OLIVE DEPARTMENT OF PUBLIC WORM STANDARD DETAIL GATE 07/31/20M STANDARD DETAIL NUMBER • REF STAN SPEC S D-14 0 RESIDENTIAL ROOF DRAIN INFILTRATION �+pZrNG'�o� TRENCH Date: 04/06/2026 Permit#: 1305 Perm t Date: 01/25/2017 Review Date: 01/25/2017 Perm Type: RESIDENTIAL SINGLE FAMILY Review Type: RESIDENTIAL SINGLE FAMILY Target Date: 02/01/2017 Scheduled Time 00:00 Com pleted Date: 02/10/2017 Description: See attachm ants and red lines. Review Status: Assigned To: z.Rick Karns Tim eIn: 00:00 Time O it: 00:00 H curs: 0.0 Property Information Parcel#: 31052100203600 S APPHIRE PARTNERS SAPPHIRE PARTNERS P O BOX 13377 3628 188TH STREET NE E VERETT,WA98206 Zoning: Lot: Block: Permit#: 1305 Permit Date: 01/25/17 Permit Type: RESIDENTIAL SINGLE FAMILY Project Nam e Sapphire Partners, LLC Applicant Nam a Sapphire Partners, LLC Applicant Address: PO Box 13377 Applicant, City, State, Zip: Everett, WA98206 Contact: Matt Bolin Phone: 425-791-3253 Em al: m bc)lin@usacm g.com;sshear@usacm g.com Scope of Work: New SFR Valuation: 110000.00 Square Feet: 2114 Num ber of Stories: 1 Construction Type: O xupancy G ioup: ID Code: Permit Issued: 02/21/2017 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address L egat Description O wner Nam e Caner Phone Zoning 31052100203600 3 628 188TH STREET NE SAPPHIRE PARTNERS Contractors Contractor P rim ay Contact P hone A ddress C ontractor Type L icense License# BOLIN MATTHEW 528 91STAVE CONSTRUCTION Labor and BOLINCL885NN CONSTRUCTION LLC BOLIN (425)576-1112 NE STE E CONTRACTOR Industries Inspections Date I nspection Type D escription S cheduled Date C om Ileted Date I nspector S tatus 03/28/2017 R20.SFR/DUPLEX 02/02/2018 B UILDING C om Ileted FINAL Plan Reviews Date R eview Type D escription A ssigned To R eview Status O1/25/2017 RESIDENTIAL SINGLE See attachm arts and red lines. z .Rick Karns FAMILY Fees Fee D escription N otes A m aunt Processing/Technology $25.00 Building Perm i T able 4-1 $2,172.00 Building Plan Review T able 4-2 $1,412.62 Forced Air Heat f ee per Btu $25.00 Gas Piping/Units E nter#of units $10.00 Mechanical Base P erm i Fee $25.00 Plum hng Base Perm i Fee $25.00 Mechanical Comm ecial Perm t T able 4-7;Per Unit $132.00 State Surcharge- 1 st DU R esidential- 1 st Unit $4.50 Vents $40.00 Water Heater(Tank) $25.00 <100>Btu/h>3hp- 15; <500 Btu/h15-30hp; Boiler/Com pressor >1 m Ilion Btu/h<50hp; $25.00 >1.5 m Ilion Btu/h<50hp; Total $3,921.12 Attached Letters Date Letter D escription 02/17/2017 Building Perm i Paym arts Date Paid By D escription P aym ait Type A ccepted By A m aunt 02/17/2017 Matthew Bolin 6 3552442 c c $3,921.12 O itstanding Balance $0.00 Notes Date Note C reated By: O1/30/2017 Park fees have been paid for the 4 lots.This lot,#5,will receive credit for m Ligation fees for the Kristin Foster existing hom ethat was dem dished. O1/26/2017 Check on what m ligation fees apply. K ristin Foster Uploaded Files Date File Nam e O1/02/2020 6044038-1305 1-4-18IC.pdf 02/21/2017 2115718-1305 Issued Perm i.pdf O1/25/2017 2067767-1305 Site Plan.pdf -i i , s., — E (n r m - ,. ... 1 1 [ M f ! s — _l m o po rn - O Z { t 1 1 Q C� m 00 z r71 _ - - mrn a m Oo - � opy _ co O ® � - < Z 0 m < M �- o too op X cn r zI w, r m pp - - Xz o � - _ f a Z D T - - - oO - Z"IE _ J O ' . Cn �C7 - (� — a' 1, - o .. co m 10 71 -� - OJ 04 m m p - O -D O —n Z --� o —I cn - c np � D ODO 'o m mDD T1 0 O y p w. G� O O O r f _. O ,�m� m m X m - m � Z m � D m - �g. 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