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9007 OLYMPIC VIEW DR.PDF11111111111111 12656 9007 OLYMPIC VIEW DR DIAGRAM 2: Side View Proposed Conversion �le(I to Sumo oumD Removable Cap —Access to Drain/Pump Drain from pump througjh Vertical Perf Drain pool outflow Wrapped in Filter '�r"A.�nFabric 004Sum p•Vump j O��I�I�C�IOtJ -Co Sfl'N �i�tr-`i Sf.MI� o� g�p�ti��Nl NOT JAN 2 3 2014 DEVELOPMENT ER RWCES COUN POOL DECK APPHUVEU AS NOTED BY EF Date: STREET FILE 11 r_..... �s PROJECT ADDRESS: 9007 Olympic View Drive, Edmonds, WA 98026 Applicant: Steve Kissinger 9007 Olympic View Drive, Edmonds, WA 98026 SCOPE OF WORK JAN 2 3 2014 DEVEWPMENT SERVICES COMER The above address includes an in ground pool situated in an aluminum/glass enclosure. This project has the following goals: 1) Fill in pool so that the enclosed pool area can be used as a green -house. 2) Allow the pool conversion to be 'reversible' —so that any potential future buyer can remove the fill (compressed sand) and restore the pool if they so choose. 3) Install above ground flower/vegetable growing areas. These growing areas will be in raised beds to facilitate access. Current Stage: 1) Pool has not filled this year— so there is no water in pool. 2) Vinyl liner has been removed and disposed of. 3) There is no drain installed in the pool. Historically, draining the pool involved using a submersible pump to pump the water via hose to the storm drain system. 4) Filling the pool is done via hose from a faucet attached to the nearby garage. There are no utility connected water lines or water service in or out of the pool enclosure. 5) The pool utilizes a separate propane tank that is filled on demand (usually once a year). 6) The pump, heater, and filter system circulate water from the pool intake/outflow valves via underground 2" pipes to a 'pool utility' room located in the nearby garage. 7) There is an additional water pipe from the pool pump/filter for backwashing the pool filter. The outflow from this backflow operation ends at the storm sewer. PROPOSED WORK: 1) Call the propane company and have them remove propane tank and cap off line going to pool heater. 2) Cap off inflow from pool to prevent sand fill from entering water inflow line. 3) Install vertical 18" drain pipe in deepest part of pool. Pipe will be wrapped with filter fabric to insure that the pipe remains clear of sand fill. 4) Install sump -pump in bottom of vertical drain. Outflow from pump will be sent to the pool outflow and routed through the backwash piping to ON-5t'f, rtA9T61J(n ftt*, 5) Power off existing pool heater/filter/pump systems. 6) Reroute the back flow piping to bypass the current pool pump. 7) Test the sump -pump and outflow system. JAN 2 3 2014 8) Fill the in -ground pool to the deck surface with sand — compressing the sand every foot of VELOPNdEtdT SERVICES depth. The pool depth (measured from deck surface to bottom of pool) ranges from 4'6' o COUNTER almost 8'. It is estimated that it will take 180 cubic yards of sand fill. 9) When final sand level is compressed —add 3" to 6" of crushed rock and/or pavers to provide a level and comfortable walking surface that is flush with the existing pool deck. NOTES: We do not expect much if any rain -water to enter the enclosed structure as the roof provides a weather-proof enclosure, but some garden water runoff from above ground planters and potentially an occasional indoor washing will result in water entering the sand. The existing gunite surface of the pool is sloped, and any water should find its way easily to the vertical drain system installed at the deep end of the pool for pump -extraction. The water will be pumped up through the vertical drain and exit the pool enclosure through the existing filter outflow. The outflow tubing will then bypass the existing pump and go through the backwash piping to the storm drain. DIAGRAM 1: Existing pool enclosure and pool area 25' 9" Width Deep Area of Pool Pool Area Length of 40' Width ranges from 18'5" to 21T' Shallow Area of Pool 29' 11" Width 49' 2" Length � q n )•yS ''3 Y: ! ,?f��. Yy e j��'��}.��{M a�i �.!�����'/� i .r�'-w(f ^+y�'.,.m+isi' t'N�.a'+F �X"lw r �+�-�+��.,K ��„���1� �'i��l��'.{1e iyN�'Y•"r'N;^'ni"��.�y+•+sl v-Y},�r�YH��(�✓�• ,� City of Edmonds 4 RIGHT-OF-WAY ,CONST:R.IXTION,.•`.• 89'0-19Cv PERMIT Permit Number. .! Issue Date: t�7--�l% —g �� A. Address or Vicinity of Construction: 9007 Olyflpi c ' View Dr B. Type of Work (be specific): Rp-plare depreciated ted pole and relocate Pole from drivewav C. Contractor: Snohomish County P D Nn=1 Contact: Jerry F1 ki ngton Mailing Address: PQ Box 1107 FvPrett, Wach Phone: 347-49LI4 State License #: 98206 Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. ❑ Commercial 'Subdivision ❑ City Project ] Utility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family ❑ Single Family ❑ Other INSPECTOR: INSPECTOR: j F. Pavement or Concrete Cut: ❑ Yes J3No G. Size of Cut. _ / x �H 2�hagg ! APPLICANT TO READ AND SIGN INDEMNITY. Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that maybe made against the City of Edmonds, or any of its departments or employees, including or not limed to the defense of any legal proceedings including defense costs, and attorney fees by reason of granting this permit. THE CONTRACTOR IS.RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. :. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance. with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink copy of the permit will be i available o 'te at all time or i spection purposes. Signat Date:.lune 3. 1997 Contracto o ent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK NO WORK SHALL BEGIN PRIOR,TO PERMIT ISSUANCE F.nk'*K• Div. 1991 FIELD INSPECTION NOTES (Fund 111 - Route copy to Street Dept.) Comments Diagram CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO Partial Work Inspection by P.W.: ' Work Disapproved By: Date: ` FINAL APPROVAL BY: Date: SNOHOMISH COUNTY PUBLIC UTILITY DISTRICT NO. I PUS 1476 Rev.12/94 LOCATION 90G7 OLYMp1L V=EIN OF F0f0.0!v1D5 ZIP CODE 9802-4 SOUT/4 CUUNTYAREA POLE # 1/Vk 1/4 S /S T 27 R 0 `/ DATE `/-/k ­4% W.O. # 00002 3 REASONFORWORK RC-P44CE DEPRECZATEA POLE AA10 ENGINEERLRAyRASHELLDWG.# //9tlN4 RELOCATC /3 P0L FRO/VJ ORSVEWAY DRAFTER 1,xpl U.G. # SCALE ": /oo/ CRE V To ff'A,,t'L/'! i_ ovTA G SET V6-' PO-r 1'V1,,5 -,v0 SE. of Ae AS 571410ED 5E7- 7' O�EER 0 REMOVE 15- KVR XFM2 ZN5T /2Vloq L- /o' 0IST-0- L-1147-X ZNsr /zV601 DATE WORK COMPLETED FOREMAN i SER H A ciG►2.,5'6 HANG/5— KVh2 )CFMR D TrR PVT a/VD /I/E1174.9L PPLF< TO © -7ZOo/'/zy70-/Z0/LY0 V FEES REQUIRED: ENVIRONMENTAL ANALYSIS ❑ YES O'NO 0 EXEMPT O NOT EXEMPT PARA. 18 ITEM C RIMARY OVERH_ EAD-,- . U.G. COND. RESIDENTIAL ❑COMMERCIAL ADD CKT. FT. JPHLEO # _ _ ___ . REM CKT. FT. �.. @ $.. �._ $ .. t NET CKT SECONDARY OVERHEAD O.H. U.G. Como. '` KV i BASIC FEE $ ADD CKT. FT.'-,, PH 1 '@ ' _ $ REM elf" CKT. FT. "- PH N� CKT' FT' METER(CONV. POLE $ PERMITS (DATE GRANTED) PRIMARY UNDERGROUND 0 RESIDENTIAL ❑ COMMERCIAL 0 TREE TRIM BASIC FEE $ ❑ STATE LEU # ❑ COUNTY $ ❑ EASEMENTS REQUIRED O NOT REQUIRED ' 0 $ '. ' _ $ SECONDARY UNDERGROUND BASIC FEE $ UNDERGROUND PLAT DATE RELEASED BASIC FE $ ¢fft @ $ $ FOREIGN CONTACTS 0 GTNW JPN # ❑ CAN JPN # STREET LIGHTING `� ¢m• @ $ I _ `$ O JOINT TRENCH GTNW & CAN 0 JOINT BORE GTNW & CATV WORK IN RIGHT-OF-WAY ❑ PRIMARY 0 ❑ SECONDARY POLE STENCILING ¢m @ $ _ $ FROM TO v TAKE OFF POLE MISCELLANEOUS FEES '` PRE-CONSTR. REQUIREMENTS VAULT $ PERMIT $ U TREE TRIM 0 PUD LOCATOR $ 1 $ O BACKHOE ❑FLAGGING $ �— 0 ONE CALL DATE # TOTAL DUE: $` INDEX POLES PLAT DATE PAID LOGS U-MAP RECEIPT # XFMR C-MAP NEW SVC APPLIC. # LOCATION MAP PAGE �J`/% I4 Z APPROVED ATE PRINTED i SUBSTATION PERRSNVZLLF_ CIRCUIT NO../Z- 9.3 PHASE-. CLOSEST SWZTC-H _ L NT P01-F NUMBr-R L 61-yM prC. V=Ew- AR SCHEMA-TZG /V. T. S - ENGR2 TEL 3,/7 5'yl3 ENGR'S PA&ER _.z9_Q o/so xr-R i3)SVCS To O •1215T rs s7"9J:P,, TOP; PND RE0,0vr P0LE SEP, - - - - -- - - I�IS-_POLE. HAS BEEN f1 Z? SEVERAL 7ZME :. _ AND POLE z,S CRI+CkED aT ilfE GRoUNp L.IN F- XFK LATERAL GasNG Al-TL7 Po1:� O A sE7 YS' PoL£ vV/GRNTT> W orG As 57"AK�D STREET U&PT TO .POL,e: O 1lST /Z y/U7 �5T STREE r aC-14 r =P j T7bP AND ABAND TO GTE - ! 9001 9007 2-3 fnA . gDo7 2-8 90 0 5' L-II�7-x MAPLE TIA E.F_S c FZR TREES -T 1 goo3 DLyMPSC VIEW OR © 5ET ys' Poi-E IA/JGPND AS 5T41<ED SET 7' OGEP -TNsr /2-V107 L= l0/ WIRE ST9lN:7 tA'OVE L,4TEzAJ_ Go•: N& N. TO 419W P01- ES C AND D MovE PRZ AIVO NEB P/NASES To AIEyv PDLE,e (?)Jl:yi 4NO O 119 2-9 z 0 T c 0 E 0 t .0 I- 6 z Ci I* 0 z z 0 E 0 z 0 44 O a-S 'AS IN �. • (� G '7 0IV, STREET FILE o F CU e 9_� l.�-� e� - ., 5' . ? g • CITY OF EDMONDS Call PRospect 6-1107 when Work CIVIC CENTER — WATER -SEWER DEPARTMENT is . ready.f6r Inspection. QNo, inspee- tions Saturday, Sunday or hc_ N2 3796 SIDE SEWER: PERMIT ADDRESS ...........90 91-01aa--C- .................... .......................................................................................... 1R-IVE ------------ .. OWNER .............. F. M. TAYLOR ..... ........................ CONTRACTOR .............. OWNER ...................................................... .......... ....................................... .... ........ Permission is granted ... AUGUST 4 19.70- for ........................ days to REPAIR or CONNECT a side sewer ' * -------------------- with city Sewers in accordance With application on file and governing ordinances. ATTENTION IS CALLED TO THE FOLLOWING: NOTE No. 1—The owners of the property may obtain a permit to construct sewer inside property line.. A licensed Side Sewer Contractor must be employed to construct side sewer in street area. Do not -cover any portion of sewerr-before it has been inspected. NOTE No. 2—Obtain full Information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit. NOTE No. 3—Top of side sewer must have at least 30 inches coverage at property line and 12 inches Inside property line; minimum grade of 2%. No bends in grade sharper than 'A will be permitted. NOTE No. 4—Trenches In street must be water settled and surface of street restored to original condition., Contractors shall be responsible for failure due to improper work which may develop within one year of completion. NOTE No. 5—It is unlawful to alter or do any other work than is provided for In the permit, or to do any work on the main sewer or its appur- tenances except to Insert the pipe into the wye. 9 ter, r Zell 3 h., m 9 P. 02 rr) LY) FIN (Zi 70