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RT 1-0 CONSTRUCTION PROGRESS RECORD Z CITY OF PORT TOWNSEND 0 �9�wA Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCEL NO. 984900605 PERMIT NO. BLD09-025 ISSUED DATE 03/05/2009 EXPIRATION DATE 09/01/2009 ADDRESS 615 H STREET OWNER CAMASTRO JOHN CONSTRUCTION TYPE OCCUPANT LOAD PROJECT DESCRIPTION MOVE/REMODEL ADU CONTRACTOR OWNER BUILDER LENDER INSPECTION INSP DATE COMMENTS INSPECTION INSP DATE COMMENTS TESC SETBACKS SURVEY PINS FOOTING UFER FOUNDATION WALL Foundation drain j� jC �✓�� %mac �jT FLOOR FRAMING FRM-PLM-MECH-AIRSEAL SHEAR WALL 6 4,fzc INSULATION GELW7 GWB WATER HEATER FINAL BUILDING Ct'G % l2Q TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. City of Port Townsend Development Services Department 1A_4,E 11c4 n Notice PERMIT NUMBER IbLI D 9 - 02S- OWNER 2S' OWNER JOB LOCATION Inspection of this structure has found the following vielatioms- You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date Z ZZ Inspector;_1C t/ DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE pORTT°mitis CITY OF PORT TOWNSEND o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT mow" CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: 0 PERMIT NUMBER: SITE ADDRESS: — CONTACT PERSON: PHONE: TYPE OF INSPECTION: ftum14/k/b C.4cl e 6 f r2 r-1EW L- 09,- -v /ksJ �u��r� (APPROVED 0APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be -._ checked at next inspection Inspector t r- ( T Ln Date Acknowledgement_ Date ❑ NOT APPROVED Call for re -inspection before proceeding. Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. QORr ro CITY OF PORT TOWNSEND �o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT AWA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECT ON. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: 6rJ 9 PERMIT NUMBER: SITE ADDRESS: 1 l V_F_fZ CONTACT PERSON: TYPE OF INSPECTION: PHONE: KtL. A_)klo'sur' fc dL� PPROVED ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be -,-----,checked at nest inspection Inspector , L/ R �Date Acknowledgement Date ❑ NOT APPROVED Call for re -inspection before proceeding. Ilk) Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. �oF ,?ORT To`yy� CITY OF PORT TOWNSEND o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT �WA51�CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE I SPECTION. FOR MONDAY INSPECTION, CALL BY 3:00PM FRIDAY. DATE OF INSPECTION: PERMIT NUMBER: 6 0— 0 zS SITE ADDRESS: / S 7 5 ( _ CONTACT PERSON: PHONE: TYPE OF INSPECTION: L(2A i/O97- ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. Inspector C 0 ez, Date A-> o Q Acknowledgement Date Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. �oF QORr ro�ym CITY OF PORT TOWNSEND o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: c1 / / /% 6 / � % PERMIT NUMBER: EL l� L� �'►y2 I tt� SITE ADDRESS: 6 i's- . 1 S�� E iFu% CONTACT PERSON: TYPE OF INSPECTION: E tk)A- L -L l �X _T -9 �o' J APPROVED ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Inspector 6 (' MV_o tL Date Acknowledgement Date PHONE: ❑ NOT APPROVED Call for re -inspection before proceeding. &�QS Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. pORTrO�y� CITY OF PORT TOWNSEND v `"o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT q`wa For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. DATE OF INSPECTION: PERMIT NUMBER: i^� 1 y Z(T SITE ADDRESS: �� / {� �j % If— PROJECT NAME: CONTRACTOR: CONTACT PERSON: PHONE: TYPE OF INSPECTION: 1 D 11 iV . ❑APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. Inspector i� f c- + � I �� �— Date A �7 Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG PERMIT # bQ:) d - 0 Z S DATE RECEIVED SCOPE OF WORK: m Z, P -D 0 Z— cR"-oq DATE ACTION INITIALS Z - ENTERED INTO CHET S CHECKED FOR COMPLETENESS do -f YS 10 — 1 Zig (-44 l e. p- . 3 P 61,� Sf 4 C9�-' hszwn o-ujs pti lC v o� /0 C/si c �-r lU . �' /�� �T s mak" s ,` -lam C4- ���flviJ S i �i '2-cam,ak<.y, S u c�� /��i11 vk w/i., T- +0 AID SLIT wit M R AJb A)Tr -FA 7 o zvlau D *- T5h n ZI Z. SLO 3 0 L4 A Zoning: _ d 'CO,- a Setbacks OK? L Iqp- 10 4 - Lot Size: Lot . 5 �,b 06 Building Size: 9' Lot Coverage: 1 �. - t 176 FAR OK? Height OK? „4: _ 4 ct"can $ /k, re- p/7WC /7 2,160, Parking OK? U./ W U X Q S OL"J/? wif 4.( c¢&/ Critical Area? No M of- 0 Demo? AI - i nho - S 10,,I7d i " Historic Rev? Notice to Title? r l� Lots of Record? d. 0 0 • CITY OF PORT TOWNSEND' PERMIT ACTIVITY LOG PERMIT # ��� > 5 DATE RECEIVED 2 — IS� SCOPE OF WORK: /�)O wI ode L A-7-) u DATE ACTION INITIALS ENTERED INTO CHET CHECKED FOR COMPLETENESS eE� -77D -77-1-- A It Zoning: Setbacks OK? Lot Size: Building Size: Lot Coverage: FAR OK? Height OK? Parking OK? Critical Area? Demo? Historic Rev? Notice to Title? Lots of Record? 0 0 Residential Building Permit Application Project Address Zoning: wj. Parcel # %4 Project Description: Legal Desoription (or Tax #): Addition* ' Block: Lot(s): V- /fl Z;* > Applications by mail must include a check for initial plan review fee of $150 for projects valued over $15,000. See Page 2 for details on plan submittal requirements. Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: �W�I Project Valuation: $b Building Information (square feet): 151 floor Soto Garage: 2nd floor Deck(s): 3`d floor Porch(es): Basement: Is it finished? Yes No Carport: Other.- Manufactured ther:Manufactured Home ❑ ADU New Addition J Remodel/Repair Total Lot Coverage (Building Footprint):* Square feet: % —Impervious Surface:* .u) —Square et: �.� *Total existing & proposed rE AI. What yea'r_ww s the structure built? �b If work incluldes demolition, see Page 2. 'WAnyOknown wetlands on the property? Y Any steep slopes (>15%)? Y v Property Owner/Applicant: Name: -S5Vt,3 CN r,,NS? A Address: R-,.�,. City/St/Zip: City/St/Zip: C•\. V.1 P! amIra Phone: Iroa Email: Email: n? (k Contact/Representative: Name: OU~16'1. Address: City/St/Zip: Phone: Email: Contractor: 14 Same as Owner Name: Address: City/St/Zip: Phone: III I� Il Email: I FEB 1 8 State License #: City Business License #. Exp:_^ ' CITY Of ORS T D., D I hereby certify that the information provided is correct, that I am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print N Signatt F RESIL,_NTIAL BUILDING PERMIT AF LICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. The purpose is to show what you intend to build, where it will be located on your lot, and how it will be constructed. ❑ Residential permit application. ❑ Washington State Energy & Ventilation Code forms ❑ Two (2) sets of plans with North arrow and scaled, no smaller than %4" = 1 foot.- El oot:❑ A site plan showing: V 1. Legal description and parcel number (or tax number), imensieras -3- Setbac(s.from.al�sides.of t,he.pi:oposed-sticture to the-proper,y lines4n-acco,rdance-with-a --pinned-bounda yline_surve) -4- ©n=site-par•king-and.driveway-witfi=dimensions 5. If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site -6 Street.names-and-any-easernents:orsvarafiens -7 Location=andadiameter-ofrexisting4fees iiy rn 9. If_,_QD .a le existiny�u�se se 10.-; e4oeat d ritl "I araac hniin - d ti#ws ❑ Foundation plan: --1---Footmgs-an'd- of unMMon-walls 2--Post-and-byeam-sizes-c-md-spans s3"' -Floor. oist size.aad4ayout-® <4---Holdowns -5ro-Fou nd ation-venting- ❑ Floor plan: -1---R@em,-use.aad.dimewsioras .-2----B raced-wall-panel-locations- 3--Smoke-detector-locations s -5--Pfurnhing-and-mechaaical�es •' -6--eccupancy sepa dwelling-aLW-garage-ofappttcabtej -T--1Aliadow, skyi got, and_door-locations i c u:dng-e ca a dews aPA safety -glazing. ❑ Wall section: --1---Footing-size--reinforcement depth-bek3w grade —Fou eAht width, reinforce rat,-.anchopbotts-.TU wa e� rs" 4. Wall stud size and spacing 45�_H.eader-size.aad.spans-, --6---WaH-sheathing;�weather.,resis� tank,bagder�,and-sid ngpmateri aL 7. Sheet rock and insulation --8JRa#ters;.ce.il: ag_joists, Lruss�es,,nrithAbtoCk ng an -c Rpositiverconneetions 107 -Roof -sheathing -roof ng -material -roof -pitch -attic -ventilation ❑ Exterior, elevations (all -four) with existing slope of the land in relation to all proposed structures ❑ If architecturally designed, one sefof plans must have an original signature ❑ If engineered, one set of plans must have one original signature ❑ For new dwelling construction, Street & Utility o<, inor Improvement application ---------------- If you are proposing partial or full demolition of a structure that is at least 50 years old, per Ordinance 2969 Historic Preservation Committee (HPC) review is required. If within the National Historic Landmark district: $58.00 for full committee review. If outside the National Historic Landmark district and not on the Historic Register: $30.00 for HPC Administrative review. Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels. Page 2 of 2 7/31/2008 4 ORT ropy BUILDING PERMIT City of Port Townsend Development Services Department Awa ' 250 Madison Street, Suite 3, Port Townsend, wA 98368 (360)379-5095 Project Information Permit # BLD09-025 Permit Type Residential - Addition/Remodel Project Name MOVE/REMODEL ADU Site Address 615 H STREET Parcel # 984900605 Project Description MOVE/REMODEL ADU Names Associated with this Project License T I Name Contact Phone # Type License # Exp Date Applicant Camastro John (360) 379-6471 Owner Camastro John (360) 379-6471 Contractor Owner Builder (360) 379-6471 STATE exempt 12/31/2009 Fee lrtfornlation Project Details Project Valuation $18;653.92 Dwellings — Remodel cu 50% 120 SQFT Building Permit Fee 307.25 Dwellings — Type V Wood Frame 136 SQFT Plan Review Fee 199.71 Units: Heat Type: State Building Code Council Fee 4.50 Bedrooms: Construction Type: Technology Fee for Building Permit 6.15 Bathrooms: Occupancy Type: Record Retention Fee for Building 10.00 Permit Total Fees $ 527.61 Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. * * SEE A TTA CHED CONDI TIONS * * X Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that 1 am the oner of the property or authorized agent of the owner. Print Name Date Issued: 03/05/2009 Issued By: FFRANKLIN Signature Date �_ Date Expires: 09/01/2009 City of Port Townsend Development Services Department 250 Madison Street Suite 3 Port Townsend, WA 98368 NOTICE TO TITLE Grantors: John Camastro and Elizabeth Bissonnette Grantee: City of Port Townsend, a Washington municipal corporation Reference: City Permit Number BLD09-025 Legal description: The Grantors own the following described real property: Pettygrove's First Addition, Block 6, Lots 6 & 8 (North '/z of each) subject to Easement on North 10 feet Assessors Property Tax Parcel No: 984-900-605 NOTICE IS HEREBY GIVEN to the Grantors/Owners of the above -referenced real property, to potential purchasers and future owners, to agents or representatives, and to any other concerned person or entity: I) A detached Accessory Dwelling Unit (ADU) is proposed to be built through building permit BLD09-025. The ADU will be addressed as 615 H Street and will share utilities with the single-family residence at 832 Willow Street. 2) The Port Townsend Municipal Code (PTMC) requires that the property owners reside on the subject property, in either the principal residence or ADU in order to rent or lease the other unit. A one-year hardship waiver may be granted by the City in accordance with PTMC 17.16.020.C.2. Additionally, neither the principal nor accessory unit shall be used as a transient accommodation (PTMC 17.16.020.C.3). A transient accommodation is defined as a use no more than 29 consecutive calendar days (PTMC 17.08.060). Pagel of 2 541@33 Page: 1 of 2 i raf f or cnn r a i t v 1311H 1ONN f:OMOSTRO 03/03/2009 12:47P NTTT Al An NOTICE TO TITLE Grantors: John Camastro and Elizabeth Bissonnette Grantee: City of Port Townsend, a Washington municipal corporation Reference: City Permit Number BLD09-025 Legal description: The Grantors own the following described real property: Pettygrove's First Addition, Block 6, Lots 6 & 8 (North '/z of each) subject to Easement on North 10 feet Assessors Property Tax Parcel No: 984-900-605 NOTICE IS HEREBY GIVEN to the Grantors/Owners of the above -referenced real property, to potential purchasers and future owners, to agents or representatives, and to any other concerned person or entity: I) A detached Accessory Dwelling Unit (ADU) is proposed to be built through building permit BLD09-025. The ADU will be addressed as 615 H Street and will share utilities with the single-family residence at 832 Willow Street. 2) The Port Townsend Municipal Code (PTMC) requires that the property owners reside on the subject property, in either the principal residence or ADU in order to rent or lease the other unit. A one-year hardship waiver may be granted by the City in accordance with PTMC 17.16.020.C.2. Additionally, neither the principal nor accessory unit shall be used as a transient accommodation (PTMC 17.16.020.C.3). A transient accommodation is defined as a use no more than 29 consecutive calendar days (PTMC 17.08.060). Pagel of 2 s • 541 033 Page: 2 of 2 .lnffarcnn Cni-ty puriJOHN COMgSTRO NTTT 41 0,1H03/03/2009 12:47P CamastroBissonnetie ADU Notice to Title 3) This notice may be removed or modified only with approval by the City. CITY OF PORT TOWNSEND By V 2- n i OL Richard . Sepler, A P Date evelopment Services/Planning Director evelopm t ices Department 3 OC� Jo Camastro Date rop rty Owner 3 � E tzabeth Bissonnette Date e Property Owner STATE OF WASHINGTON ) )ss. COUNTY OF JEFFERSON ) I certify that I know or have satisfactory evidence that John Camastro and Elizabeth Bissonnetie are the persons who appeared before me, and who acknowledged that they signed the same as their free and voluntary act for the uses and purposes mentioned in the instrument. Given under my hand and official seal this) ro day of NlAyZC*1 .2009. [Notary stamp inside I " margin] Page 2 of 2 ,c rin Name) 3N)0r-MCZ)(9pAt J N� W O1 ARY PUBLIC in and for the State of ,46 i j (4A13�,J , Residing at: {. _ 1 dtt AVC-V',o� &130' My appointment expires to -29 -Oq 0 0 M XAL-e M. ( 0 Z q, WIN crT� t�7 ',k 200 r, -V-1 P� fi)l APPROVE® ®AB o2 PERMIT �L� cel7A-V Lo t2 ��J'IL®INS �F BLD ® 9-021) �r � ( FICIAL) j CITY OF PORT TOWNSEND "�,ro,ac txo2 Of PORT 1 DSD Gni LARRY SCOTT TRAIL PRC y TRAIL RESURFACING M.P. 3.50 TO M.P. 3.59 CRUSHED SURFACING Description Work consists of resurfacing the trail with all new custom mix crushed surfacing top course. Prior to trail resurfacing, this work shall also consist of widening a portion of the trail by constructing a crushed surfacing base course to match the grade of the existing crushed base. Alignment will be staked by Engineer. Materials WSDOT Section 4.04-2 is supplemented with the following for/Crushed Surfacing: Base Course: Crushed surfacing base course must be granitic. This material shall conform to WSDOT 9-03.9(3) for Crushed Surfacing Base Course. Top Course: Crushed surfacing top course used for trail/surfacing shall be an evenly blended mix of the following materials at a 50/50\ratio: / Crushed basalt, 50% of,mix: This material.S'hall be 1/4(-) to 3/8"(-) crushed basalt and shall meet the following gradation requirements: Sieve Percent Finer 0.5 inch 100 0.375 inch 90-100 No.4 50-90 No. 10 30-65 No. 20 20-40 No, 40 12-27 No. 200 12 maximum : This materials Surfacing Top Course. Material shall be delivered to the" site with a moisture co raking where required. s II conform to WSDOT 9-03.9(3) for Crushed s tentthat t permits even distribution and hand r p Construction Requirements \\ i WSDOT Section 4.04-3 is supplemented with the following: Crushed surfacing top Lse shall be placed on the trail surface at\a width to match that -of the.existin top course, unless directed otherwise by the Engineer. It shall be compacted by approved'corn�paction equipment to provide/a durable hard surface resistant to deflection as determined to be sati'sfactory<by the Engineer. Water shall be applied as necessary to achieve specified celsl` compaction levof 95 perce Top course may/not be placed under conditions of freezing or moderate to heavy rain, as judged`bjr th Engineer. ; uy t . 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I I ! --I - 1 I� ��•� g I I I I I I -1- - I I u - l y 7, - � --� -- , -- - , - �I -tet--�-•---^� " I , , - -• -- i-- - -t'--,--- -,-- I'--,I-- -'--'- -fir---.- �-,----t r - , - ----,--l- I I I j til —I ---!- I^ I A-1 j 1 - -I--- -I-- - I �_ —rf- - -- , -i— , -I-- j I- I� --I" -�-- r--- -• -- I-- r '-- - I - -- ,-I----'r--I- - '---I : - •--- +- -- , , - +- -- -- - - �- , - - I--- -- - ; -1- _ I I J�l c I I I I I I I I I I I I I I I I I „SItIV -k _ 2709MAR OWN-CITY OFPORTIiSEND- - I- OSI, —r-- r--. _I. - -- I- --,------ I- -I- i • Port Townsend Municode7 1 .16.030 Tab!e 17.16.020 Residential Zoning Districts — Permitted, Conditional and Prohibited Uses (Continued) Key to table: P = Permitted outright; C = Subject to a conditional use permit; X = Prohibited; N/A = Not applicable DISTRICT R -I R -I1 R-111 R -IV APPLICABLE REGULATIONS/NOTES Schools (public or private) C C C X PTMC 17.16.030, Bulk, dimensional and density requirements. Stadiums, arenas, and assembly halls C C X X PTMC 17.16.030, Bulk, dimensional and density requirements. Veterinary hospitals C X X X Same as above. TEMPORARY USES Contractor offices and model homes P P P 'P PTMC 17.16.030, Bulk, dimensional and density requirements; and Ch. 17.60 PTMC, Temporary Uses. Rummage or other outdoor sales P P P P Ch. 17.60 PTMC, Temporary Uses. Yard or garage sales P P P I P Same as above. (Ord. 2939 §§ 4, 5, 8, 2007; Ord. 2916 § 4, 2006; Ord. 2898 §§ 2, 3, 2005; Ord. 2893 § 1, 2005; Ord. 2867 § 2, 2004; Ord. 2864 § 5(Exh. D § 2), 2004; Ord. 2837 § 2(Exh. B § 7), 2003; Ord. 2825 § 4, 2003; Ord. 2792 § 2, 2001; Ord. 2782 § 4, 2001; Ord. 2700 §§ 9, 10, 1999; Ord. 2670 § 3.2, 1998; Ord. 2571 § 2, 1997). 17.16.030 Bulk, dimensional and density requirements. A. The standards contained in Table 17.16.030 apply to all residential zoning dis- tricts, and shall be determined to be minimum requirements, unless stated as maximum by this title. B. Exceptions. The rear setbacks provided in Table 17.16.030 shall not apply to accessory structures smaller than 120 square feet in building coverage and 10 feet in height; pro- vided, that all such accessory structures shall be a minimum of five feet from rear lot and/or property lines. C. Setbacks and Minimum Yard Require- ments. Notwithstanding any other ordinance or provision of this title, all setbacks (yard requirements) shall be measured from the lot line to the building line. In addition, there shall be a five-foot setback measured from the clos- est edge of a public or private easement for ingress or egress. Provided, however, that the roof or eaves of a roof of a building may extend beyond the building line a maximum distance of two feet into the applicable mini- mum yard area. Lot line for purposes of this section means the lot lines established for the lot by a plat, or subdivision, and does not include any .line or boundary encompassing property that may be part of the lot or attached to the lot by reason of a street vacation result- ing from the effect of statutory vacation (State of Washington Laws of 1889-1890, Chapter 19, section 32, "statutory vacation statute"). Easements include easements evidenced by conveyance, or recorded plat (unless extin- guished by judicial determination and owner provides a copy of title insurance without any exceptions for easements whether or not of record title). D. Fences. An owner, who provides the city satisfactory evidence of title to any right-of- way vacated by statutory vacation, may erect fences in accordance with the Port Townsend Municipal Code in the former right-of-way. Satisfactory evidence of title shall be a policy of title insurance or other documentation satis- factory to the city attorney that the owner owns the property in fee simple with no exceptions or encumbrances for easements, ingress or egress whether or not of record title. 17-41 (Revised 2/08) LIA Ll o� pORT rod City of Port Townsend Development Services Department �0 250 Madison Street, Suite 3 3 : Port Townsend, WA 98368 `�y = (360) 379-5095 Fax: (360) 344-4619 4ryy Washington State Energy Code (WSEC) 2006 Residential Construction Checklist Complete this form in addition to WSEC prescriptive compliance form. Please answer the following questions: TYPE OF PROJECT: New construction, or addition over 750 square feet Must meet whole house and spot ventilation requirements, and show full WSEC compliance as a stand-alone project. A detached, habitable structure such as an Accessory Dwelling Unit regardless of size must also meet these requirements. House addition under 750 square feet Possible trade-offs are allowed with the existing building for WSEC compliance, such as increasing ceiling insulation. See WSEC component performance forms. NOTE: A house addition less than 500 sq. ft. does not require whole house ventilation. Spot ventilation is still required. TY E OF HEATING — Please check all that apply: El tric Wall Heater �_A' Baseboard "A Forced Air Furnace t_'a Radiant Floor (Boller)-! Other Non -Electric: Propane: k__'a Radiant Floor/Baseboard (Boiler) (--'g LPG Stove ' LPG Furnace ' Other LPG Heat Pump ' Oil Furnace Woodstove (can only be used as secondary heat source) VAPOR RETARDERS: Vapor retarders shall be installed toward the warm surface as represented below. Select one opt' n for floors, walls, and appropriate ceilings: • F oors: Plywood with exterior glue Poly plastic (greater than or equal to 4 millimeter thick) Backed batts IIll • Walls: Poly plastic (greater than or equal to 4 millimeter thick)8Face-stapled; TFED backed batts 1 2009 Low -perm paint • Ceilings: CITY OF PORT TOWNSEND i Not required where ventilation space averages greater than or equal-to-l-2-ineh�s above insulation Face -stapled, backed batts \ I Poly plastic (greater than or equal to 4 millimeter thick) y Low -perm paint SEE BACK PA\DSD\Forms\Building Forms\Application-Residential Energy Code Cheddist.doc Pagel of 2 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALIT 2000 Code): Type of ventilation used throughout the house: � HVAC Integrated Option Exhaust Option Whole House Fan for "Exhaust Option": • In what room is your whole house fan located? ��'fi�li!OOM • What size is the whole house exhaust fan? 50-75 CFM (1-2 bedroom house) 80-120 CFM (3 bedroom house) 100-150 CFM (4 bedroom house) 120-180 CFM (5 bedroom house) Note: the whole house fan shall be readily accessible and controlled by a 24-hour clock timer with the capability of continuous operation, manual and automatic control. At the time of final inspection, the automatic control timer shall be set to operate the whole house fan for at least 8 hours a day, and have a sone rating at 1.5 or less measured at 0.10 inches water gauge. Spot Ventilation: Source specific exhaust ventilation is required in each kitchen, bathroom, water closet, laundry room, indoor swimming pool, spa and other rooms where excess water vapor or cooking odor is produced. Bathrooms, laundries or similar rooms require fans with a minimum 50 cfm rating at 0.25 inches water gauge; kitchens shall have a fan with a minimum 100 cfm rating at 0.25 inches water gauge. Outdoor Air Inlets: Outdoor air shall be distributed to each habitable room by means such as individual inlets, separate duct systems, or a forced -air system. Habitable rooms include all bedrooms, living and dining rooms but not kitchens, bathrooms or utility rooms. Where outdoor air supplies are separated from exhaust points by doors, undercutting doors a minimum of 1/2 inch above the surface of the finish floor covering, distribution ducts, installation or grilles, transoms or similar means where permitted by the Uniform Building Code. When the system provides ventilation through a dedicated opening, such as a window or through -wall vent, these openings must: • Have controlled and secure openings • Be sleeved or otherwise designed so as not to compromise the thermal properties of the wall or window in which they are placed. • Provide not less than 4 square inches of net free area of opening for each habitable space. What type of fresh air inlet will be installed? (See figure below) Window Ports LA Wall Ports PADSDTorms\Building FormsWpplication-Residential Energy Code Checklist.doe Page 2 of 2 of _ AN, \\�%k,w + f„� ;�.f-i �:. 4y.'�t • ��.�• .Fyeir � T . F-.j r St 1xyx Li d„*}".b n5t Qa' t � . �*L; f� f _ t� ��1� � r J� �,�y'r j _•! 7"4t i}. , ZU iyl Y F{�� S . ! y5 ,s,'� '• r t }k-,j ' $s'.<". 1'R' . !1� ^3'�i t'i!. Water `/rite Water w��. �� /r- �. t' •'3 3 ly _C I"`� 6.. ��.: C ... .< Storm Water U ( inch = }Il feet y 1 ^ti•�.'. ' y J IR7 7' I •. j1 ^ � _ �J� ...� r" y� "N` r., _ � ? r r^ � � �" iY, i_� r`, t �, }�-`^ t J`- .� `•t' 'v cjL�r ,� _ J. a <ny way :hc u«u .cy r�hc �a,x, <(• 4 (� Y , 1� i' �-�� 'a'� d h c n1,. I+ml.1 vznfwn.n } „� - ! t,.(� .� fl.' ''_ • tiE.'! �. y2 n Q b y� .5 '-k by f h y t II 1 nrm ,rir.n is rhe c,dc YW �, J 4t 7i '' •M!} - E 7 I i �y f h s c l7-eerrcl<m rhe A, of m1,1„y«x1-�r,.nyhmaoy 5,-&e S LOIS - S-D X U Parcel Details 0 Li Parcel Number Parcel Number: 984900605 Owner Mailing Address: JOHN CAMASTRO ELIZABETH BISSONNETIE 832 WILLOW ST PORT TOWNSEND WA983685235 Site Address: 832 WILLOW ST PORT TOWNSEND 98368 Section: 2 School District: Port Townsend (50) Qtr Section: NW1/4 Fre Dist: Port Townsend (8) Township: 30N Tax Status: Taxable Range: 1W Tax Code: 100 Planning area: Port Townsend (1) Sub Division: PETTYGROVE'S 1ST ADDITION Assessor's Land Use Code: 1100 - HOUSES (single units, non-farm) Property Description: Printer Friendly Pagel of 2 PETTYGROVE'S 1ST ADDITION I BLK 6 LOTS 6 & 8 (N 1/2 EA) I OF EACH)SUBJECT TO 7 1 EASEMENT ON N 10' 1 6 Click on photo for larger image. No 2nd Photo Available No Permit Data Assessor Bldg Data Tax, A/V, Sales Info Map Parcel Plats & Surveys Available Jefferson County�t • Best viewed with Microsoft Internet Explorer 6.0 or later http://www.co-Jefferson.wa.us/assessors/parcel/parceldetail.asp 2/27/2009 0 0 EASEMENT For a valuable consideration, receipt of which is hereby acknowledged, the Grantor___________, GRACE J. NITSFORD!- A WIDOW --- ------ --- --------------------------------------------- -------------------------------------------------------------------------------------------- hereby -- --- - ------- --- --------- -- ---------- hereby grant------ and convey ------ to the Grantee '_S__ M l LTON _A �_ SM 1 TH _ANS_ MAR i E_ K �_ SM i HIS WIFE ThE1_R__ successors and assigns, the right, privilege and authority to construct, improve, repair and maintain--- _I -EN MILM-P-1-LU ----------------------------------------------------------------- across, over and upon the following land, located In ----- ,lEFFEMON------------- County, State of Washington, to -wit: THE NORTH 10 FEET OF THE FOLLOWING DESCRIBED PROPERTY: THE NORTH HALF OF LOTS 6 AND R, IN BLOCK 6; OF SUPPLEMENTAL PLAT OF PETTYGROVE'S FIRST ADDITION TO THE CITY OF PORT TOWNSEND, AS PER THE PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 36, REOCRDS OF JEFFERSON COUNTY, WASHINGTON, 'fhe Grantor____ shall make no use of the land occupied by said_____4E-W-EB_J.TNI;__________ exceptfor---LAYLN_ABEA-------------------------------------------------------------------- -------------------------------------------------------------------------------------------- In exercising the rights herein granted, the GranteeS--- ThEL6_ successors and assigns, may pass and repass over said --- STRLe_11E_1_ANi1--- ANA-------------------------------------------- may cut and remove brush, trees and other obstructions which in the opinion of the Gmntee'_S__ in- terfere with- _ SAI D._SEWER._LINE----------------------------------- ---------------------------------- The covenants herein contained shall run with the land and are binding upon all subsequent owners thereof. The center line of said ----SEWER_L1NF----------------------shall be parallel with, and not more than -_-FIVE ------------ feet distant on either side from, a principal center line across said land, 54�., 94 r , Sept. 6, 1974: s...e �eez ,ter-��3` •¢' .. t STATE OF WASBINOTON, (INDVMVAL ACKNOWLEDGIMM County of_______JEFFERSON - - --------------------------------- --------------------------------------------------Notary Public in and for the State of Washington, residing at -----------------------------------------------------do hereby certify that on this----------------------------- day of________SEPTEMBER_- - ----------------- 197-4-, personally appeared before me --- G-RA.CE.-A—* NUTaFJORD -- ------- --- -------------------------------------------------------- -------------------------------------------------------- to me known to be the individual_-_____ described in and who executed,the within instrument and aclmowledged that irigned and sealed the same as___ HER ------------free and voluntary a4t and deed for the uses and purposes herein mentioned. GIVEN UMDM;t MY RAND AND 0P71rTAT SELL this --------------------------- ------------------ day of ------------- SF-E!.T.�REA --------- — ----- ---------------- - 11-4 ------ ee ----------- & ? State of WhWtn. rddLu at------ --------------------------------- In said - County. U U 6 Lki, q RECORDED IN VOLUNE J'Y 0:MC!4L RECOROS-cf- A." :95. T Pr '74 SEP 6 PM 3 48 ;IF i I I J. TEPLE. I AU9 V [0 t EF i W VOL 95 1 1 -P-7- (Sept ._L_197 41 All itl •U �4 -� ffill, IL 0 U1 Uj - 0��j N, W VOL 95 1 1 -P-7- (Sept ._L_197 41 All itl •U �4 -� ffill, MAR 3 CtIl of POR�u�OWNSEND os — � x 2 qJ3 W W P&W 1/4 1'�l 40 Y_ '� �� F1 � [��.�> �_ `- - ' --- -----'---- ----------- ----77' QL(]�' ����{~��7- - 00 � ' � (�`.e/- �t� `^��� .L . -- '' lXh -/ ' ' ~' - - ~ - =- - ^ ' - 1='_v -- ell ctu _ _ orl -�-°_- Vic --^ \V~��----' -- - ---- ----- -- - �- - I 041 cpv--i ------ ccn u Co woLl(d — 1 F Qr)C7)Q - o ZS City of Port Townsend �o�4°gTT°�y8 Development Services Department 7 - BUILDING BUILDING ADDRESS APPLICATION 9��W Name of Property Owner.- 70 C M Mailing Address: W ? 2 %, it /%�,. Telephone: Property is hocated in: Addition: Faces/Access is from: Parcel Number 37t-�V71 f Block(s): �— 00— G Directions to the Property (draw vicinity map on back) C/4 -3 A f` Lot(s): If this isa new ADU, has a building permit been applied for? !/ YeS No Date: /n Notes: l7 04 �0 IQ <) HOUSE NUMBER ASSIGNED: Date of Approval: qp For Department Use Onlp: Application Fee Received ($3.00, TC 2200): Date: Copy to: Finance Fire Dept P ' � Post Office Sheriff ❑ Police GIS Public Works DSD database D Assessor's Office rD l�:Q i R i/nna PADSD\Forms',Bailding Fonns''Application-Address Number.doc :2'$/09 CITY OF PORT TOWNSFND DSD X25 8 4 2 J7 5 3 1 j St. co 5 3 1 4 3 5 �y 6 4 2 .2 1 5 W tKCIIVG 9 co c� co r. 3 1 91 6 MAp�E B 8 2 7 5 3 3 M co 2 8 15 �$ 05 6 8 0 4 5'. 8 5 9 5' S 1 8 1 7 5 3 1 10 8 6 27 TAX. 0' a, 10 (N 100 2 8 729 Ls E10 6 0.17 a. 30 2 1 TAX 160 x ^ 1 3 a. 4 7 5 3 , 1 M �' O 5 o 3., 3 N 1 Sr. War RO Wise Mrc N3 'Silwin w:,,c•r 5 1 inch — 126, 7R i5 t4 (cr, 7 a.,, . i1,r r > nt rnn To„m.r�e .,nd rmpin rr. do , ai an�u,y,hr a.0 .,cp ni ,hr 4 5 ir,lnr n'n`nnn n,n,nainrd in p 3 irFind •mnGr,ninn 1 n1 ihr, pni all map inlnnmmon i, d,r anlr rrspnn>Ihiln,`ni ihr u,rr. U,rnrlra<rr ,hr <�.ipnl rnn Tmrnrrnd .,nd i,, I—, any liahilin I—E7 h.nrd n usrr. mr n1 —p nlnmtn inn. PORT TOS OF Receipt Number: 0920M51,14 BLD09-025 984900605 Plan Review Fee $50.00 $50.00 $0.00 Total: $50.00 CHECK 2356 $50.00 Total: $50.00 genpmtrreceipts Page 1 of 1 Receipt Number: 09 01;44; BLD09-025 984900605 Building Permit Fee $307.25 $307.25 $0.00 BLD09-025 984900605 Plan Review Fee $199.71 $149.71 $0.00 BLD09-025 984900605 State Building Code Council Fee $4.50 $4.50 $0.00 BLD09-025 984900605 Technology Fee for Building Permit $6.15 $6.15 $0.00 BLD09-025 984900605 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $477.61 . 2 Prev►ous Payment Hrstory p"t "' AM � Receipt #� _ xRec Date Fee Descn tion £RR Permit #. 09-0095 02/18/2009 Plan Review Fee $50.00 BLD09-025 CHECK 2362 $ 477.61 Total: $477.61 genpmlrreceipts Page 1 of 1 r • CARSON PVCMETER BOX - MODEL #1419, OR EQUIVALENT SHUT OFF WITH LOCK. WING GROUND KEY 110 COMPRESSION MUELLER MODEL 825170, OR EQUIVALENT SERVICE PIPE TYPE K COPPER CORP STOP INLET IRON PIPE THREAD OUTLET FOR110 COMPRESSION CONNECTION, EQUAL TO MUELLER #H-15028 CUSTOMER RESPONSIBILITY PROPERTY LINE 6 -MIN 2'MAX 3/4 FEMALE * FLARE 1 COER \ �* 'T'7, OUT PAVED SURFACE OPERATING NUT ;ION SEE NOTE 1 20N BOX SCREW BOX EXTENSION OR EQUAL \ _ IY" MALI ❑1'G �l VALVE C r aD• aeow \i `'*CHECK VALVE QF BACKIML fLR AAD VALW BOX FV? ORAft STAADARA7 OEIALS - Q BED WITH PEA GRAVEL * 5/8"x3/4" METER cDHR ou Vu w7N 1,225 73/ FEE r Ro"m 6" 250 MA7ENAL. G7TEMPORARY 2" OR WASHED ROCK SPLICES SP,II 2,760 1,365 --]T 12,565 17.770 9,620 To PROVIDE POSITIVE NOTES: 19,535 70 OUT OF BOX 7,660 OxDRAIN 12" 250 28,275 1: VALVE OPERATING NUT EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS NOTE: 11,030 MORE THAN TWO (2) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A 1. SERVICE SADDLE A PRESSURE REDucINc VALVE INSIDE a SEPARATE METER BOX Is RECOMMENDED WHERE sTATIC PRESSURE IS GREATER THAN 80 PSI. MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION WILL BE ALLOWED PER WITH SST BAND I 2 PRESSURE REDUCING VALVES SHALL BE INSTALLED ON CUSTOMERS VALVE. -. TAP SIZE AS REQUIRED PROPERTY AT LEAST 3' FROM THE WATER METER BOX. 71,085 ROMAC MODEL #101.S, 3. SIZE OF FITTINGS AND TAP SIZE SHALL BE AS. REQUIRED FOR THE 4 OR EQUIVALENT TYPE OF SERVICE. - " VALVE BOX AND EXTENSION 4: INDICATES ITEMS TO BE INSTALLED BY CITY.. 8. THE WATERMAIN SHALL BE INSTALLED ONLY AFTER THE CD -4 NO SCALE 1 WATER SERVICE CONNECTION uvE TAP FLANGED CUT -IN -TEE COUPLING ADAPTER i 9. TRENCH BACKFILL AND SURFACE RESTORATION OF EXISTING UPUNG (4) (BOTH ENDS) CD -4 NO SCALE RIGHT-OF-WAY USE PERMIT. - DIA T_� 10. ALL FITTINGS SHALL BE BLOCKED PER STANDARD DETAIL 2. 1 P TH DED T UNLESS OTHERWISE SPECIFIED. } 11. ALL SERVICES SHALL BE 1"X 3/4" PER STANDARD DETAIL - I TYP. 12. WHERE SHACKLE RESTRAINT IS REQUIRED, TIE ROD SHALL BE CONCRETE 3/4" DIAMETER, TIE BOLTS SHALL BE 3/4" STAR NATIONAL PRODUCTS NO. SST7 OR EQUAL, RETAINER CLAMP ADDITIONAL BLOCKING MUST BE PROVIDED IF ASSEMBLIES SHALL BE STAR NATIONAL PRODUCTS NO. S12 OR GATE VALVE IS AT END OF LINE TESTING. 12' 13. THE CONTRACTOR SHALL PROVIDE PROTECTIVE CLOTHING THRUST CEMENT PIPE IN ORDER TO ASSURE THE WORKER'S EXPOSURE TO ASBESTOS MATERIALS BE AT OR BELOW THE LIMIT PRESCRIBED IN WAC 296-62-07705. SEE SPECIFICATIONS BLOCK (TYP) MUELLER CENTURY--�1 4" NST STEAMER PORT 14. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST AND DEBRIS FROM PAVEMENT AREAS AS FIRE HYDRANT r � 4" STOR7Z ADAPTER Two 2 1/2'-_ 1 NST PORTS` MAX 4" MIN 3" 2' TYP. _ 18 MIN 28' MAX 2TYP. o z z j < GATE VALVE z z 2' wa 10111 - - F L x MJ - FL x _ VALVE -BOX TAPPING VALVE TEE FL x i 7 CU- FT. MIN WASHED}- FL x MJ ROMAC STAINLESS STEEL PASSING 1 GRAVEL -1/2` ^j TAPPING .SLEEVE AND RETAINED ON 1/4" VALVE AND SLEEVE SHALL BE MESH FOR DRAIN SUPPORTED AND BACKFILLED AS CONTROLLED DENSITY BACKFILL -- CAST IRON TEE, .ai - 3t SCL7W-RIGHT. PGURED WIDTH OF TRENCH, TWO UNDISTURBED _ MEGA -LUG WITH 6" FLANGE SIDE OUTLET FEET PAST VALVE FLANGE STARTING V ABOVE THE PIPE GROUND CONCRETE BLOCKING TO -- - �� V�-� BE PLACED AGAINST UNDISTURBED SOIL (TYP) jD�i��. ,. FL x MJ .` E �-. CONCRETEPIPE 1' ABOVE TO BE PLACED \ \\ BLOCKING J AGAINST UNDISTURBED- I �� --------- _ SOIL (TYP) - 6" GATE VALVE X MJ) 16" X 8" X 4" MIN / (FL CONCRETE BLOCK �\___6" - �/ DUCTILE IRON � MJ WITH RESTRAINT 1 PIPE CLASS 52 '.- -- CEMENT LINED APPROVED PEA GRAVEL OR 3/4" ALL THREAD RODS OR C-900 PVC COMPACTED ND NG MATERIAL I _ 2' SOLID BRICK SUPPORT - CONCRETE THRUST BLOCK 2 FIRE HYDRANT CONNECTIONNOTE: 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND CD -4 NO SCALE PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2. .CONTROLLED DENSITY BACKFILL IS A PLANT MIX CONSISTING OF: - 31100# SAND, 450# WATER, AND ONE SACK (94#) OF CEMENT. 3. MJ CUT IN TEES SHALL NOT BE PERMITTED. 6" MIN 4. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. r-- 3/4 FEMALE X METER 2 MAX 5. ALL THRUST BLOCKS TO BE PLACED AGAINST UNDISTURBED GROUND. 6. FOR ROAD REPAIR SEE STREET STANDARDS. - 5 WATER MAIN CONNECTION 3/4 BRASS STREET ELBOW _ I. NO SCALE � STAADNLD LYW0RE7E ME7ER BOX ---PROPERTY •rs4acCFC LINE a GALYNIIY2D CAP 1" COPPER, NYLON BALL 3/4°',_� I VALVE, MUELLER H14265,� OR EQUIVALENT ° y�. MdxFZVALW_ Yj 544E 92F AS MMU /\ 6" BRASS. NIPPLE \ )--METER BOX FEND HAAW FEW GALYAa4LVAMhD Fh°E ,I,; TYPE K_..- COPPEP. _12" BRASS NIPPLE CLOSE BRASS fx°F 7OR�14G7V NIPPLE 1. 3/4" BRASS �3/4-� ULLNOSE TEE - AA1N M "Y 3/4 BRASS'T SEE WATER SERVICE CONNECTION - SINGLE STREET ELBOW - �\- 3/4 FEMALE X METER \ \� BACK OF WALK (SET METER AND BOX TO FINISH GRADE): �31 WATER SERVICE CONNECTION (DOUBLE) CD -4 NO SCALE CD -4 NO SCALE TEST SIZE PRESSURE SIZE IY" MALI ❑1'G �l VALVE C r aD• aeow E 7/1 r Y G?A l4 VALW BALISr BLOCK BACKIML fLR AAD VALW BOX FV? ORAft STAADARA7 OEIALS 3,140 SEE M07F r• cDHR ou Vu w7N 1,225 73/ FEE r Ro"m 6" 250 MA7ENAL. G7TEMPORARY 2" BLOWOFF ASSEMBLY CD -4 NO SCALE TEST SIZE PRESSURE SIZE THRUST AT FITTINGS iN POUNDS A B C D E I TEE AND DEAD ENDS g0' BEND 45' BEND 22.5' BEND 11.25' BEND 4" 250 3,140 4,440 Z405 1,225 615 6" 250 7,070 9,995 5,410 2,760 1,365 8" 250 10" 12,565 17.770 9,620 1 4,905 Z465 19,535 70 15,030 7,660 3,850 12" 250 28,275 39,985 21,640 11,030 5,545 14" 250 36,485 54,425 29,455 15,015 7,545 16" 250 50,265 71,085 38,470 19,615 9,855 NOTES 1. BEARING AREA OF CONCRETE THRUST BLOCK IS BASED ON 250 PSI PRESSURE AND SOIL BEARING LOAD OF 2000 PSF. 2- AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES AND SOIL CONDITIONS. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. THE BLOCK SHALL BEAR AGAINST THE FITTING ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING OF FITTING. 5. THE CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATION PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6. WRAP PIPE IN PLASTIC 7. PROVIDE TWA ' MINIMUM DIAi -R RODS ON VALVES UP THROUGH 10" DIAMETER. ✓ES LARGER 1, 10" REQUIRE SPECIAL TiE ROD DESIGN. A SMALLER FLANC� SMALLER SIZE P CAPPED CROSS (USE COLUMN B) TEE CROSS (USE COLUMN A) SAFE BEARING LOADS IN LB./SQ. FT. THE SAFE WATER GENERAL NOTES `7 BEARING LOADS GIVEN IN THE FOLLOWING TABLE . ARE FOR HORIZONTAL THRUSTS WHEN THE BEND AND TEE DEPTH OF 1. ALL PIPE SHALL BE C900 PVC UNLESS OTHERWISE SHOWN. COVER OVER THE PIPE EXCEEDS 2 FEET. 2' GALVANIZED IRON PIPE TO FIT 2. ALL PIPE & FITTINGS NOT TO BE DISINFECTED IN PLACE SHALL 1.5' BE SWABBED WITH 200 PPM CHLORINE SOLUTION PRIOR TO SOIL SAFE BEARING LOAD INSTALLATION. LB. PER SQ. FT. PIPE TO FIT wit- _-- u- :.{;:}:;r • 3. AFTER DISINFECTING THE WATERMAIN, DISPOSE OF -MUCK, PEAT, ETC. 0 CHLORINATED WATER BY DISCHARGING TO THE NEAREST SOFT CLAY 1000 OPERATING SANITARY SEWER. SAND 2000 ° _ o CORPORATION STOP 90- BEND, 0 0° °� °o THREAD SAND & GRAVEL 3000 4. WATERMAIN SHUT-OFF SHALL BE COORDINATED WITH THE CEMENTED W/ CLAY 4000 - WATER OPERATIONS CREW FOR PREFERRED TIMING DURING HARD SHALE 10000 FLOW CONTROL CONDITIONS. *IN MUCK OR PEAT, ALL THRUSTS SHALL BE 5. LOCATIONS OF EXISTING UTILITIES SHOWN IN THESE PLANS RESTRAINED BY PILES OR TIE RODS TO ARE APPROXIMATE AND MAY NOT BE COMPLETE. ACTUAL SOLID FOUNDATIONS OR BY REMOVAL OF UTILITY LOCATIONS ARE TO BE DETERMINED IN THE FIELD BY MUCK OR PEAT AND REPLACEMENT WITH THE CONTRACTOR. BALLAST OF SUFFICIENT STABILITY. MINIMUM 1/ OF WITH 2" IPS TAP TO FR, WASHED G PASSING COPPER 6. DEFLECT THE WATERMAIN ABOVE OR BELOW EXISTING // UTILITIES AS REQUIRED TO MAINTAIN 3 FEET MINIMUM COVER GATE VALVE AND 12 INCHES MINIMUM VERTICAL CLEARANCE BETWEEN TWO 1" DIA. RODS UTILITIES UNLESS OTHERWISE SPECIFIED. (SEE NOTE 7) WITH COVER 7. WRAP ALL DUCTILE IRON PIPE AND ADJACENT VALVES AND 36" WN. COVER FITTINGS WITH 8 -MIL POLYETHYLENE CONFORMING TO AWWA C-105. 8. THE WATERMAIN SHALL BE INSTALLED ONLY AFTER THE ROADWAY SUBGRADE IS BACKFILLED, GRADED AND T ED COMPACTED IN CUT AND FILL AREAS. 9. i 9. TRENCH BACKFILL AND SURFACE RESTORATION OF EXISTING UPUNG (4) ASPHALT PAVEMENT SHALL BE AS REQUIRED BY THE Z RIGHT-OF-WAY USE PERMIT. - DIA T_� 10. ALL FITTINGS SHALL BE BLOCKED PER STANDARD DETAIL 2. 1 P TH DED T UNLESS OTHERWISE SPECIFIED. } 11. ALL SERVICES SHALL BE 1"X 3/4" PER STANDARD DETAIL UNLESS OTHERWISE SPECIFIED. X 12. WHERE SHACKLE RESTRAINT IS REQUIRED, TIE ROD SHALL BE NOTES 3/4" DIAMETER, TIE BOLTS SHALL BE 3/4" STAR NATIONAL PRODUCTS NO. SST7 OR EQUAL, RETAINER CLAMP ADDITIONAL BLOCKING MUST BE PROVIDED IF ASSEMBLIES SHALL BE STAR NATIONAL PRODUCTS NO. S12 OR GATE VALVE IS AT END OF LINE TESTING. EQUAL. ALL PARTS TO BE HOT -DIPPED GALVANIZED. 13. THE CONTRACTOR SHALL PROVIDE PROTECTIVE CLOTHING AND EQUIPMENT TO CREWS WORKING WITH ASBESTOS CEMENT PIPE IN ORDER TO ASSURE THE WORKER'S EXPOSURE TO ASBESTOS MATERIALS BE AT OR BELOW THE LIMIT PRESCRIBED IN WAC 296-62-07705. SEE SPECIFICATIONS FOR CLOTHING & EQUIPMENT REQUIREMENTS. 14. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST AND DEBRIS FROM PAVEMENT AREAS AS DIRECTED BY THE ENGINEER FLUSHING OF STREETS SHALL 22 1/2° BEND NOT BE PERMITTED WITHOUT PRIOR CITY APPROVAL. (USE COLUMN D) 15. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR ALL DOWNHILL STORM C' DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTER FABRIC AND REPLACE AS NECESSARY. 16. ALL TAPS TO THE EXISTING WATER SYSTEM WILL BE 90° BEND 45° BEND ctliD PERFORMED BY THE CITY OF PORT TOWNSEND CREWS AND TEE (USE COLUMN B) (USE COLUMN C)PAID FOR BY THE OWNER OR HIS REPRESENTATIVE THROUGH (USE COLUMN B) 11 1/4° BEND THE UTILITY PERMIT PROCESS. 6 TYPICAL THRUST BLOCKING NSE COLUMN E> CD -4 NO SCALE 5T IPE TO VALVE , 7 MARKE Sf 2" OPEN PATTERN, RETURN BE j4 REBAR TO MEET 2' GALVANIZED IRON PI ElD ATE ASTM A615 GRADE GO FY=60,000 PSI o P -� p_._ 2' BEEHIVE STRAI �� 2' CLOSE NIPPLE AIR V M VALVE 2" ASSEMBLY CAFTER UT OPENING AS REQUI SHORT NIPPLE A AP VIEDCLAS PORTLAND 3' GROUT INSTALLATION DTPI E 2' UNION LAVED PAD V 2'. X 2' X 2' TEE (OUTSIDE ! _ 1 �� -- •. . ROADWAY) 2" 90 BEND WITH 2" IRON BODY GATE VALVE 2" DIA. 2' IRgR BODY GATE VALVE �i\�i.✓i�/i��CT\�/\�/7,�,i�UENRDIISH'RIRBED \L16' X 8" X 4" MIN NOTE: CONCRETE BLOCK CONCRETE THRUST BLOCK 1. VALVE AND METER BOX COVERS SHALL BE PER STANDARD DETAILS. 2. CONCRETE PAD MAY, WRH CITY APPROVAL BE DELETED. $ TYPICAL BLOWOFF ASSEMBLY CD -4 NO SCALE BURIED UTILITIES IN AREA CALL 2 BUSINESS DAYS BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION, OR DEPTH. IF SHEET SIZE IS LESS THAN 22x34, REDUCE SCALE ACCORDINGLY z O M i-+ x _O C73 O O ti 0 0 04 N o c a (W co o w c7 L - CL U > �. C a O O � U G• Q 0 �3 rn 3 � � z r to w to cts 0.0V 0 F m i.i 0 1..� 0 W U H a ti r 0 SHEET: 15 OF 16 CDA CLOSE NIPPLE BETWEEN BEND AND TEE 2' GALVANIZED IRON PIPE TO FIT 1.5' 2" GALVANIZED IRON PAVEML MI PIPE TO FIT wit- _-- u- :.{;:}:;r • I ::: • s 2" GALVANIZED IRO o PIPE 18' LONG z� o �2" CLOSE NIPPLE o ° ago = ° _ o CORPORATION STOP 90- BEND, 0 0° °� °o THREAD 2' CAP WITH 1 o'o o I.P. TO COPPER, HOLE FO DRAT 3.5' 2" READED HUB /j MUELLER J FlNGERTIGHT, /j Ip jE DOUBLE STRAP SERVICE CLAMP 2' DIA. STD. PIPE THREAD /%\ MINIMUM 1/ OF WITH 2" IPS TAP TO FR, WASHED G PASSING COPPER // UAL TO MUELLER CO. 1-112' AND R ED 0 VALVE BOX 30" MIN 1/4 MESH FOR I - WITH COVER 36" WN. COVER I SEE NOTE 1. AIR AND V UM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST P01 F UNE. IF 5'-0' HIGH P FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ITIONAL T ED DEPT F UNE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INS D. UPUNG (4) 1/4' DRAIN HOLE 2" TNR FLANGE COMBINATION AIR RELEASE/ - DIA T_� 9 AIR VACUUM VALVE ASSEMBLY 2. 1 P TH DED T , rPIPE BEDDING CD -4 NO SCALE 2" DIA. 2' IRgR BODY GATE VALVE �i\�i.✓i�/i��CT\�/\�/7,�,i�UENRDIISH'RIRBED \L16' X 8" X 4" MIN NOTE: CONCRETE BLOCK CONCRETE THRUST BLOCK 1. VALVE AND METER BOX COVERS SHALL BE PER STANDARD DETAILS. 2. CONCRETE PAD MAY, WRH CITY APPROVAL BE DELETED. $ TYPICAL BLOWOFF ASSEMBLY CD -4 NO SCALE BURIED UTILITIES IN AREA CALL 2 BUSINESS DAYS BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION, OR DEPTH. IF SHEET SIZE IS LESS THAN 22x34, REDUCE SCALE ACCORDINGLY z O M i-+ x _O C73 O O ti 0 0 04 N o c a (W co o w c7 L - CL U > �. C a O O � U G• Q 0 �3 rn 3 � � z r to w to cts 0.0V 0 F m i.i 0 1..� 0 W U H a ti r 0 SHEET: 15 OF 16 CDA f 'z P\,j ' 4 � 1%u L,+dJ CITY Of PORT TOVVNSENp _ DSD s � i �o 1 El f e pp fi G� aaq V 3 - 7 n 1 IN 1%u L,+dJ CITY Of PORT TOVVNSENp _ DSD s � i �o 1 El