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23725 HIGHWAY 99.PDF11551 23725 HIGHWAY 99 CITY OF EDMONDS - SIDE SEWER PERMIT WATER -SEWER DEPARTMENT PERMIT Call 775-2525 for side sewer inspections BEFORE covering any portion of the construction.) Inspection will be provided within 24 hours after requst. NO SELL, Sun., or holiday inspections. 0---�'a-1-7Z5 " , czy� C-*YN ADDRESS LOCATION OF CONSTRUCTION .... ......... ............... ..... ........................... ........ . . . ..................................... PROPERTY LEGAL DESCRIPTION ....... ............... ............................................................................................ ...................... ........................... . ......................................................................................................................................................................................................... ............... .............................................. O'V-*WERAXDIOR BUIMER ......... ......... ........................................... *TRACTOR'S NAME & ADDRESS. wei- 1 ;9 ------------- ------------------- * --------------- * ----------- * ----------------------- - -------------------- * ---------------------------------------------------------------------- u� ............. ............ 19 for repair and/or connection of a side Sewer to the city Sanitary sewer Permission Is granted . J . ....... ............. system in accordance with Cit)r of Edmonds ordinances. &NTION 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 sewer before it has been inspected. NOTE No. 2—All work performed in city right-of-way requires an Invasion of Right -of -Way Permit obtainable from the City Engineer's office. NOTE No. 3—Obtaln full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get* permit. - NOTE No. 4—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 beng in gL e sharper than % will be permitted. NOTE No. 5--Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for, failure Au6��'To Im roper work which may develop within one year of completion. NOTE No. 6--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 app'urte1XaRCes,�eix` in- sert the pipe into the wye. DISAPPROVEDDate_-_.�� ........... By --_----------- Date . ....... .. ................... By ................ Date ............... . ................... By ................ M.� ............... .. . ....................................................................................... APPROVED ...... Remaxks: ....... . ...................................... . . ................... .......................... :, ...... ............................................................................................................ .......................................................................................................................................................................................................................................................... BOTH Permit Copies MUST Be Signed By Owner of Firm Performing Construction PRIOR To Request For Inspection 4ia& . . . ............ * --------- * -------------------------- ---- hereby certify that the side sewer installation constructed under this permit I -- — -------------- * ... " (9wner of contracting Firm Performing Construction) OnstAlled in accordance with all governing ordinances of the City of Edmonds. Dated this ...... Ll? .............. day of ............. ................................ 1 19 V V Check BEFORE you dig for: Water E], Gas 0, Telephone E], Power E], Sewer [], Other E] -4 V ADDRESS: TAX ACCOUNT/PARCEL NUMBER: BUILDfNG PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR: CRITICAL AREAS: DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: — PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: "o SEWER LID FEE $: SHORT PLAT FILE: SIDE SEWER AS BUILT DATED: — SIDE SEWER PERMIT(S).#: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: U05 DETERMINATION: E] Conditional Waiver F] Study Required [:] Waiver OR WATER METER TAP CARD DATED: IA11411-04,110 LOT: LID BLOCK: LATEMP\DS'rs\Fonns\Street File Checklist.doc Prepared by: Middleton N vember 13, 1975 IReid, & Ass 4 tes , Inc. q!,;L- Foile No. 6766 i STORM WATER RETENTION CALCULATION FOR PROPOSED COUNTRY KITCHEN AT 238TH & AURORA AVENUE RECEIVED DEC 2 1975 Undeveloped Property Data A = o.66 Sl - = 3.3% L = 24o! Edmond's Engr- Dept. Consider this area to be average grassed surface For C = 0.3 Tr = 10 yr. Tc = (240'/(60)(1) + 10 min 14 min i = 1.35 in/hr Q max = 0-30-35)(0.66) = 0.27 cfs. Tc Ac 14 1 .35 0.66 0.27 15 1 .30 0.26 20 1 .05 0.21 30 o.83 o. 16 40 0.68 0.13 50 0.59 0.12 60 0.53 0.10 Developed Property Area (A) S1. 4.6% A = o.4o L 175' Consider dividing the property into two parcels. The east portion being the parking area east of the proposed building. For'C = 0.9 Tr = 10 yr. Tc = 175/(60)(2) + 5 = 6.5 min. i = 2.04 in/hr. 0 max = (Q.9)(2.04M.4o) = 0.73 cfs. Tc i Ac Q 6.5 2.o4 o.4o 0.73 10 1.62 0.58 15 1-30 0.47 20 1.05 0.38 30 0.83 0.30 40 0.68 0.24 50 0.59 0.21 60 0. 53 0.19 e0ember 13, 1975 File No. 6766 Area (B) S1. = 1.5% A = 0.16 L 65' The remaining area of the property. For C = 0.9 Tr = 10 yr. Tc = 65/ (60) (1 + 5 = 6. 0 m i n .i = 2 in/hr. Q max = (0. 9) (2. 0) (0. 16) = 0. 29 The drainage from Area (B) is approximately equal to the original flow from the property which can be handled by' natural percolat,ion along -the 5 foot green area on the south property line. Design Factors Storage Req. 285 ft3 = 2132 gals. Utilizing Pipe Storage Initially 24" Perforated Corrugated Metal 16 Gage Alum. Pipe w/area = 3.2 ft3 requires 90 l.f. = 288 ft3 The average percolation rate obtained along the east property line is 5 min/in with application of 4.4 gals/sq. ft./day. The volume handled by percolation using a 3 foot ditch, 90 feet long = 270 sq. ft. = 1200 gals/day. Allowing 35% voids in gravel bedding adds 2120 gallons of additional storage. - 2 - LLJ CK LAJ C-3 LAJ I T el o--r c 1k) (,/o ) /, 0) in I- z I-q z , /-v-. �C--Aa, . wcr - 0, W7 CPS.. flop t". -CIO C, "o, ,5j -0 e- 2 '0 ,-A j; co L C, z �0/� ,)(S - ZP . V?�- 05ZR�y dl> 3 Yo�yz. (��Yb to . CD C= C-.) m eli < m Ln r November 13, 1975 File No. 6766 STORM WATER RETENTION CALCULATION FOR PROPOSED COUNTRY KITCHEN AT 238TH & AURORA AVENUE Undeveloped Property Data A = 0.66 - Sl - = 3.3% L = 240! Consider this area to be average grassed surface For C = 0.3 Tr = 10 yr. Tc = (240'/(60)(1) + 10 min = 14 min i = 1.35 in/hr Q max = 0-30-35)(0.66) = 0.27 cfs. Tc Ac 0 14 1 .35 0.66 0.27 15 1 .30 0.26 20 1 .05 0.21 30 0.83 0.16 40 o.68 0.13 50 0.59 0.12 60 0.53 0.10 Developed Property Area (A) S I . = 4. 6% A = o. 4o L. = 175' Consider dividing the property into two parcels. The east portion being the parking area east of the proposed building. For C = 0.9 Tr = 10 yr. Tc = 175/(60)(2) +'.5 = 6.5 min. i = 2.04 in/hr. Q max = (0.9)(2.04)(o.4o) = 0.73 cfs. Tc Ac 6.5 2.04 o.4o 0.73 10 1.62 0.58 15 1.30 0.47 20 1.05 0.38 30 0.83 0.30 40 0.68 0.24 50 0.59 0.21 60' 0.53 0.19 November 13, 1975 File No. 6766 Area (B) Sl- = 1.5% A = 0.16 L = 651 The.remaining a4a of the property. For C = 0.9 Tr = 10 yr. Tc = 65/(60)(1) + 5 6.0 J = 2 in/hr. Q max = (0.9)(2.0)(0.16) = 0.29 The drainage from Area (B) is approximately equal to the original flow from the property which can be handled by natural percolation along the 5 foot green area on the south property line. Design Factors Storage-Req. 285 ft3 = 2132 gals. Utilizing Pipe Storage Initially 24" Perforated Corrugated Metal 16 Gage Alum. Pipe w/area = 3.2 ft3 requires 90 l.f. 288 ft3 The average percolation rate obtained along the east property line is 5 min/in with application of 4.4 gals/sq. ft./day. The volume handled by percolation using a 3 foot ditch, 90 feet long = 270 sq. ft. = 1200 gals/d6y. I _;��1710pldae:pa_,_ e7, 'zr clk)tlo 7 &6) /.,7 L- I 'It '7 C. �j W � APPLICATION a for The City of Edmonds SIDE SEWER PERMIT EASEMENT NO. -- -------- ---------- - --- ----- NEW CONSTRUCTION REPAIRS LID NO. - ---------------- ASMT. NO. ------------ OWNER.... ------------------------------ ------------------------- ---- ------ -------------------- - CONTRACTOR ------------------------------------------------------- ----------------- .......... PERMIT NO. ---------- LEGAL DESCRIPTION: LOT NO - ----- --- --- ------------------------ BLOCK NO . ................ JOB ADDRESS --------------- ------------------ 0 0 ---------------------- -- --------- --------------------------------------------------------------- -------------------------------------- --------- ........... NAME OF ADDITION .... ............................................. ... --------------------------------------------------- ---- Approved: DATE ----------- --- By --- ----------------- APPUCATION The -,Cfty of Edmonck for EASEMENT NO - ---------------- --------------------------- SIDE SEWIR PERMff NEW CONSTRUCTION UK REPAIRS n LID NO, 102 ------ - ASMT. NO ---------- OWNER. --------- ------------------ ------------- ---------- CONTRACTOR ........ o5X&5!!� ----------- --------------------------------- PERMIT NO. JOB ADDRESS .��ZA.S --------- ------------------------ I ........ LEGAL DESCRIPTION: LOT NO. --------- I --------------------- BLOCK NO - ------------------------------------ Se-e ---------------------------- ------------- �V/ ----------------------- ...................................................... NAMEOF ADDITION ............................................................................................................. Approved: DATE............................................ By ------------------------------------------------------------ n*v ryz, P 7 ;Zs (Ar. AmBx Vic It. Plat of S v Y, ur e For J. 'outh 200 f eet Tracts 18, 19 2 0 North 100 Ifeet'S East of U.S. lying 99 Block 1.,.Fruitland,Acres May 1971 —A 4 The, Hovd* MP n A e consttual6�"'C� p A Box 1041,1. Lynnwood W48hil ngt�n'98036`1 'J� I -lee V PLANNING DATA STREET=FILE -- signs -- Name: Date: Site Address: Plan Check #: BLD-2007— 0-?,2-4 Project Description: Reduced Site Plan Provided: (YES Zoning: Comprehensive Plan Designation: Map Page: 0 0 Corner VLot: (YES Flag Lot: (YES ADB File # (or date waived): TOTAL Area Type of Sign Type of Sign Allowed in zone? Matrix conditions met? Allowed area per unit Unit TOTAL sign area allowed for this sign Proposed sign area Example Wall wlIntiernal illumination Yes, with cond1t7ons Yes 1 sq. It.111neal ft. attached wall 41 /t. attached wall 41 square feet 20 square feet Sign #1 /S 51"* 4e wtot eatex-- 'T OTAL Sign Area for TenantlSite Max Permitted: Previous Total: TProposed Total: gn H ght S i ei Sign Type: Set_ 0t/bWV& Max Permitted: Actual Height: Sign Type: Max Permitted: Actual Height: Sign Type: Max Permitted: Actual Height: Sign Lighting, Sign Type: Proposed: Allowed in Zone: Sign Type: Proposed: Allowed in Zone: F"-F��qr 4�7 tv-: PLANNING DATA =FILE signs Sign COIM5 Proposed: Acceptable? Requires ADB Approval? Sign Location If freestanding and 3-feet or over (unless a fence) meets setbacks? Se Required -,- tbacks Street: Side: Side: Rear: Actual 5etbacks Street: Side: Side: Rear: :,Landscaping for Freestanding Signs. Size: Location: Critical Areas Determination #: 0 Study,Required El waiver Other Plan Review By: 1-3 o4.ve c 30" 13 r- wv SIL-ry 5704-A0.0 G r-C4 V, e oj�q P. ,%-c r-e"o Cvz- /4—e ^,G 7�j LL. 'P>4��L- P— CO A.1 V 5 ouc� -r / W / rw & ev At le- (� /,&/ e Al S F �c'-7 R. e- 7 - C-- So 7 -,S We C> A/,g&--.r �>OF-7-,OV -Ctl4C- o"Ir7-45�v vp� C- vt --- . - WESTERN PACIFIC PROPERTIES CY U 0 L L-- A L E 4200 Stone Way North - Seattle, Washington 98103 - (206) 632-1100 November 18, 1975 Bob Aklin RE: Back hoe Dear Bob: You have my per -mission to trench along the east side of the. Tomlinson hc-u.s.e—fo e purpose of—pMaTaTrg-7a—stoaZ� draln---I—K—a've�he right to do.this as reflected by i�y-,, -TI'tle Insurance Policy, copy attached. GB/ml Attachment %V-O,q a. George �?r—ber ENGINEERING DEPT, CITY OF EDMONDS 0 Remarks — Commercial Brokerage Company Sec CO FRUITLAND ACWRES TO LAKE BALLINGi'�-R . . ... ............ 236th ................ io 19 14 4L 2391til 0 i/ t :'17 , QV 0. vnpaif , r11 B. Second half tax es for 1975 in the sun of 153256, (Tax Account No. 4519-001-018-0400) 1. EASEMIENT AND THE TERMS AND CONDITIONS THEREOF: I Disclosed by: Instrument recorded under Auditor's File No. 960237; Purpose: Water mains Area Affected: Easterly portion of subject property; 2. EASEMENT AND THE TEF11S AND CONDITION'S THEREOF: Grantee: The City of Edmonds.,__4 municipal .,,__rpora ion; Purpose: Sanitary and/or storm sewer f -'�oi on '�I' Area Affected: SButi�aii��ly ti o ot..20-,--- Dated: June' 21., 1962 Recorded: January 23, 1963 ,I I 4;.uditor s File No.: 158824i 3. Right of the public to make necessary slopes for cuts or fills upon property herein described in the reasonable original grading of streets, avenues, alleys and roads, as dedicated in the plat. 4. Interest of David Hartman, presumptively subject to the community interest of his wife, if married. 5. Our ALTAinspection and our report of the natters disclosed thereby will be made when the mortgage lien is perfected. r 11 84 . I cc: David Hartman C White Henry Stuart Bldg. Seattle, Washington. 98101 :�iestern Real Estate Investors 200 Stone Way North eattle, Washington. 98103 cc: Pioneer First Federal Savings & Loan Association Attn: Donna Rider fb/kw , APrepared by: ft November 13, 1975 Reid, Middleton & Associates, Inc. File No. 6766 STORM WATER RETENTION CALCULATION FOR PROPOSED COONTRY KITCHEN . AT 238TH & AURORA AVENUE Undeveloped Property Data A = 0.66 SI - = 3.3% L = 24o! Consider this area to be average grassed surface For C = 0.3 Tr = 10 yr. Tc = (2401/(60)(1) + 10 min = 14 min i = 1.35 in/hr Q max = 0-30-35)(0.66) = 0.27 cfs. Tc Ac 0. 14 1 .35 0.66 0.27 15 1 .30 0.26 20 1.05 0.21 30 0.83 0.16 40 0.68 0. 13 50 0.59 0.12 60 0-5� 0.10 Developed Property Area (A) SI. = 4.6% A = o.4o L = 175' Consider dividing the property into two parcels. The east portion being the parking area east of the proposed building. For C = 0.9 Tr = 10 yr. Tc = 175/(60)(2) + 5 = 6.5 min. i = 2.04 in/hr. Q max = (0.9)(2.04)(0.40) = 0.73 cfs. Tc Ac 6.5 2.o4 o.4o 0.73 10 1 .62 0.58 15 1 .30 0.47 20 1 .05 0.38 30 0.83 .0-30 40 0.68 0.24 50 0.59 0.21 60 0.53 Ir 0.19 ftvember 13, 1975 File No. 6766 Area (B) S1. = 1.5% A = m6 L = 65' The remaining area of the property. For C = 0.9 Tr = 10 yr. Tc = 65/(60)(1) + 5 = 6.0 min J = 2 in/hr. Q max = (0.9)(2.0)(0.16) = 0.29 The drainage from Area (B) is approximately equal to the original flow from the property which can be handled by natural percolation along the 5 foot green area on the south property line. Design Factors Storage Req. 285 ft3 = 2132 gals. Utilizing Pipe Storage Initially 24" Perforated Corrugated Metal 16 Gage Alum. Pipe w/area = 3.2 ft3 requires 90 l.f. = 288 ft3 The average percolation rate obtained along the east property line is 5 min/in with application of 4.4 gals/sq. ft./day. The volume handled by percolation using a 3 foot ditch, 90 feet long = 270 sq. ft. = 1200 gals/day. Allowing 35% voids in gravel bedding adds 1367 gallons of additional storage. - 2 - q& E A L� E' W E N T lifty dolLir,-, i,, othc.e 1L Vvjkl"J'Ell E. WAU hereby :y, WW tMli�;fcr QntO t11(! M rnaI,-iL.-n;:,jice ,f a JAI'!�;� .1i'le Over, iWI'061�, diruu!�-a anu below the foll-owing, an" uie ft-LIAACT Vioi-ilt to 1-ealov., trce;�,, buEJiC:;, Under- groMli am; ot:.(-t. ititerferin- %Ath tile location, con,A.-uctioll of saki sewer lines. 0 and maintenance The casenici-t a.ij i-J yt-of--,vjjy he'L.,A)l -raatcd i6 looi't---' U Lie 0.iuilty of 6 6nohomisa, -tuti� of and is niore pacticulal-ly a,i U An Ea6ement 10.00 fct-.t In wi6tio, 5.00 feet lying each sid� of the foltowhil(r. described ccnteritu�. 'Beginning at the z)outliwest corner of Lot 21, Block 1, Fruitland Acres to Lake Ballinger, as recorded in VOIL11110 10 Of PlUt;j, pa,re.47, records of ;3noholiiisli County, 0 Vashington; thence South 880 33' 03"L along �3outh Wundary of said Lot 24.00 feet; theti-e North 21) 231 0811 Nkest 103.00 feet; thence Nortli 48") .33' 0611 V�ebt to an ititeroection with the N�est line of said Lot 'It. The City aj,,rees to rc�--tore to substantially the orl,,ilr.�,l condition alich irn ilrove ments as are WL;turbcd li-a'-�'; provided, the grraiitQrs., t1wir hcir3 or ifliall not eonstrt!ct aay pevroarient :Aructitrc over, uxin Or ti,c DATE'D thl�s of 63 rf) J'�-4z - 4" ;-,tATE jr. WA-'-'INNUTON COUNTY WF VYKO-A .7, un Lif�3 day per--'op Lilly a,)pQared bcf-)re me %VA 1,TJ- and MARTI] B. V.YKWI' Jib, vlife to me ktlO'Nil t.) *0,3 LIL (.3) W.36CI-iLW/ An a�—dwL'i Cx'-Cut';;d th�� 'itlaili an(A forci;oLq': lii-,truineut, a.id e 1 -�_t;igned tiia 8auio aad voluntary act ano deed, ior the u.,.Uf; Mid therein ine!:.�.o%ed. GIVLN under iiy lk,uid tnd uffici"I jcai thim 11th (lity of 19 62—. 1�iy -.;ablic in u,,(l for tiie -,Lt�� oi Lljhil!'*tW2�" x ...... .. P40 SALE.9 TA re�;Wirq, at V.abhii�,tt;a', F11cd for record AIL I U 191963 St,mlcy Dubuque, Snoh6nilsh County Auditor J fpK 13y. jull C) Q ft"'IGINEERING REQUIREMIENTS F-�)i� "�-Uti .L;RCIAL AND APARTMEENT BUILDIN"; PROJECTS n,-,. Name �auntr Kitchen Date ULy_e�L 28, 1975 STPUMTS AND ACCESS 1. Right -of- Way Requirements: 100 feet existi ng 2. Road Bed Wid-th: 40 feet existing 3. Turn Around: N/A 4. Sidewalks: N/A 5. Parking Strip: N/A 6. Access Easements: None UTILITIES 1. Water Mains: Vindi transite. existing 2. Fire Hydrants: Existing 3. Sewers or Septic Tanks: Connection to sanitary sewer required. 4. Drainage: Install all necessar"y storm sewers arid drainage facilities per drainage plan and City Standards. lihere drainage is across adjacent private property, all parties having any ownership interest in the lands being developed shall provide, as a restriction on the title running with the land, that tile City of, Edmonds shall be held harmless from an,, and all claims for damages which may be occasioned to adjacent land by reason of the construction and operation of the drainage system, unless, releases of damages and/or drainage easements are obtained from the, othe-r property owners affected by said drainage. Any drainage problems created by change of rontour luring development must bc corrected e I a Prior to Occupancy P rnits or r.-�lease of performance bond. Final approval (or release of bond) will lie withheld until actual drainage as installed has-been inspected by the City Engineer. Engineering Requi s for Commll & Apartment BuildinRftects - Page 2 so 5. Utility Easements: -None required 6. Underground Utilities: To be provided in accordance with Ordinance No. 1387. Street lighting shall also be provided with the necessary street light standards and underground wiring. Street lighting not required. Wiring services to be �mderground. TOPOGRAPHY 1. Excavation and Grading: Excavation and grading shall conform to the requirements outlined in Chapter 70 of the Uniform Building Code, latest adopted edition, Vol. 1. Where extensive gpgding and fill are involved in the development, a grading plan and specifications shall be prepared. QUOTATION FROM THE CITY CODE REGARDING IMPROVEMENTS 11.02.025(f) Utilities and Street Ii!grovements. No building permit shall be issued or the construction of any building or structure of any kind or description unless the plans and specifications include the construction for cbrbs, gutters, sidewalks, paved streets, necessary water lines, sewer lines, and st6rm drainage necessitated by the new construction or improvement, to be built to applicable City standards, prov'ided, however, if found by the City Engineer to be impractical to construct at the time of application for said building permit, construction may be waived by the City Engineer and in lieu thereof a performance bond filed with said engineer to cover the estimated cost of construction to City standards for said improvements, provided further, in areas zoned single family residential at the time of said application for building permit in which the applicant has received final approval for a plat or sub -division and has compiled with requirements therein compliance with this subsection shall be deemed by compliance with the sub -division or plat requirements. COMMENTS Rev. April 2, 1971 Form 5 L ty Gngineer CITY of EDMONDS --- PUBLIC WORKS DEPARTMENT Routing of Building Permit Applications Proposed Property Address of Application:. 2372S Highway 99 DEPARTMENT COMMENTS DATE W A T E R 7t;- S T R E E T S E W E R 7 N 0 T E S BUILDING DEPARTMENT COMMENTS j �u 0 RECEIVED JAN 2 o 1976 WASHINGTON NATURAL GAS COMPANY Edmonds fk"r- Dept. 815 Alercer Street (P.O. Box 1860) Seattle, Washington 98111 Telephone (206) 622-6767 MR. ',,--TF LARSON CITY. ENGTNEER 505 BEELL STREET EDMONDS, WASH. 93020 Gentlemen: Washington Natural Gas Company hereby applies for permission to: Install New Service at the Following: 23725 Highway 99 167-69 Contract 1. R. R/W Appl. Date Jan. 19, 1976 Appr. Date Work is scheduled to start approximately Feb. 19, 1976 Construction to require 90 days in this area. If this work meets with your approval, please sign and return the original of this form. Date Jan. 19, 1976 Edmonds Permit WASHINGTON NATURAL GAS COMPANY Z� C - '-�A ZQ� Le4� M. C. McCallum Distribution Engineer WASHINGTON NATURAL GAS COMPANY is hereby authorized to perform the work listed above in accordance with their franchise and subject to all applicable state, county, and/or municipal ordinances and specifications. Subject to inspection & reatoration. All work tq�be done inAa9nd.ance with Ord. 1394-A. A 24-hour notice is required for inspec- tions. Call 775-2525, ext 252 Date January 22, 1976 R/W Inv. Permit No.(,7�-12 WNG 566.1 ( 9/72 ) Upon P�Ir!�,it: tt.' eontraclar. i$ a., ear a peliod o-17 one il'Isp,�'Ctic'n of 0 F� CITY OF EDIAONVS ENGIjJFERING'DBPARTMENT . ....... ... Insp Datd ------- ......... InspDat-e ........... ... . B ........... .......... . ........ .... ........... Insp Date ................ ........................ insp Date ............... J3Y ------------- ...... ...... ............... .3...PV t>> ................................... Fina,' ..P Q-1 %By ........ ... ".. RECOE69 I Me cvl j�� 3 0 1976 r-nogn AMENITIES DESIGN BOARD Edma* Efl9r. 080- Januar�y 7, 1976 The regular meeting of the Amenities Design Board was called to order by Chairman John LaTourell in the Council Chambers of the Edmonds Civic Center at 7:30 p.m. PRESENT ABSENT STAFF PRESENT John LaTourell Margaret Bernhoft Mary Lou Block, Planning Technician Keith Goldsmith Don Westlin Rhonda French, Secretary Mike Rizzuto APPROVAL OF MINUTES Due to the delay in receiving several sets of minutes, approval of minutes was postponed. AGENDA ADB-79-75 Sunset Villa - Apartment sign at 23122 76th Avenue W. (RML) Mary Lou Block indicated this is a sign . in an RML zone for an apartment complex. The sign has already been installed and is a wooden sign N indicating the name of the aoartment and address and is well within the signage allowed. The applicant, Mr. DiPanqrazio, was present. MR. GOLDSMITH MOVED, SECONDED BY MR. RIZZUTO TO APPROVE ADB-79-75. MOTION CARRIED. tKjA6�B-89-75 Kenneth A. Hovde & Associates (Country -Kitchen Restaurant Te-view of new si-g-F-2rawing and Cre—vise dimens on Mrs. Block noted that the Board had previously reviewed and approved the sit e plan but requested that the sign drawing be resubmitted with some changes. The sign proposed is for the property in a CG zone at approximately- 238th Street S.W. and Highway 99. Mr. Hovde was present. The total square footage of the new sign is 108 sq. ft. and is smaller than the. previous submittal. Mr. Hovde stated that the sign has a reader board on both sides. There -was some discussion 'on what is considered part of the area to be counted in square footage and whether it included the logo. Mr. Hovde indicated that he had sent the Country Kitchen Company a copy of the Edmonds Code several months back. The Board discussed removing the checkerboard lattice as had been requested at the last review. Mrs. Block noted that the logo hadbeen included in the square footage. The sign is a double-faced sign on pylons. The Chairman stated that one of the Board's previous requests was that the sign drawing be submitted without a reader board and that they would be willing to approve a plan that way. -He also stated that the checkerboard effect in the interior served no purpose and was to be removed also. There- fore, the sign is strictly the logo and pylon. Mr. Rizzuto suggested that the Board mark up the drawing the way it should be and send it back to the company. If the company accepts it, it would not have to go back to the Amenities Design Board. It was further stated that there would be landscaping at the base of the sign. T MR. RIZZUTO MOVED TO ACCEPT THE SIGN AS REVISED AND NOTED BY THE BOARD WITH THE DELETION OF THE READER BOARD AND DELETION OF THE LATTICE F T LLER PANELS. A MR. GOLDSMITH SECONDED THE MOTION. MOTION CARRIED. Mrs. Block said she would make those comments on the plan arid that Mr. Hovde could pick up the drawing at the office on Thursday. ADB-1 -76 Paul R. Lowell - Roy Anderberq - Siqns, antique and stained glass shop at 109 Main Stree-FTE) i Mrs. Block indicated that one of the applicants, Mr. Lowell, was present and that the two applicants are renting the site which is about a half block from the post office on Main Street. The total square footaqe of the two s i gn s i s 37 sq. f t " with in allowable area of 60 sq. ft. There are two .signs on the side which are difficult to measure due to the configuration but are within the allowable signaqe. The applicant stated that the signs are 1/2 inch plywood signs with. painted letters. The side signs are already existing and are antique block letters. The Board 4 inquired if the shaking on the exterior was. going to be continued with Mr. Lowel 1 stating that they would complete the shaking on the front. MR. GOLDSMITH MOVED, SECONDED BY MR. RIZZUTO TO APPROVE ADB-1-76. MOTION CARRIED. L03= May 13, 1976 Comtry Kitchen restaurant 23725 YTJO*W 99 rdn"nds, Washington 98020 SM7? M Parking Pacilities an iiny .1-19 Oentlemm: Th reference to the presmt omstruct-ion of your facility at the above addressm, an area adjacent to the shoulder of"Picowmy 99 me paved. .%cmt chser"tiMs b*OW'*xp park adjaCent to the'L , m that this area is irmiting peMle to HiOWW =oatinq a traffic hazard. It was mted that nO MIPPrOvals were qiven by the CitV on the nuilding Perfdt nor Ions a Right -a -way Dyvegion Perpdt issued perudttiM this pmdrr to I* done 11 on public riqht- I -of-way. Yours very truly, CITV (W F"4-*W LEIF R. LV�Fm, p.p City Fnqineer IONIPMmir RECEIVED MAY i : 1976 Env. 0"t. qvj 170 PAVI d y, 7 FUND 3214 URBAN A�ll PPOJ BUDGET WURKSHEET - ESTIMATEll EXPENOITURES 1976 PACE 159 PP".)G 000 REVISION #008, DATED 12/31/75 DEPT 09 ENGINEERING DEPT ACCOUNT 1974 19,15 EXP. YTU 1975 EST 1976 1977 197a 1979 i980 Fr) PG DPT BAS EL OB DESCRIPTION ACTUAL BUDGET 1?-/31/75 YEAR END ESTIMATE ESTIMATE ESTIMATE ESTIMATE ESTIMATE 324000009-541.00-00 ROAD AND STREET CONSTR 30700- ROAbWAY 65 CONS7RUCTION PROJECTS 8,864 769000 67,436 67t436 0 0 0 0 0 60 TOTAL CAPITAL OUTLAYS 8,864 76,000 67,436 0 0 0 0 0 .67,436 30-00- TOTAL ROADwAY 89864 76,000 67,436 67,436 0 0 0 0 0 -541.00-00 TOTAL ROAD AND STREET rONSTR 8,864 76000 67t436 679436 0 0 0 0 0 TOTAL DEPT DISbUIRS'EMENTS - ENGINEEKING DEPT 8,864 76,000 67P436 67v436 0 0 0 0 TOTAL FUND DISBURSEMENTS EXPENOITURES 8#864 76,000 67,436 67,436 0 0 0 0 0 NON C)(DENDITURES 0 0 0 0 0 0 0 0 0 EST. ENDING CASH 0 0 TOTAL DISIVENDG CASH URBAN AR I PROJ # 196 8,864 .76,000 .--67,436-----67,436 0— 0- 0 office of the City Thgineer Mr. Ceorge Parber Western Pacific Pxqxwties 4200 Stcne Way North Seattle, Washington 98103 U.S. 99 Dear Sir: Oruly 2, 19 76 Pursuant to your request to utilize the public right-of-AW on nighway 99, relative to cmxmrcial parking# please be &&Ased of the following: 1. 7t* parking plan as suhtdtted is approved on a ter-porazy basis. 2. Yoy nW proceed with the devvlopnent of the plan. 3. we are, working with the State Hiqtway Department to deteradne future I me requireomts along HiOwW 99 vAdch includw yow p V-y 0 At that tive, we will again XWAGW your�� patIting ptr. If you hmm any qmsticns, please contact this office. W J#J '. -L Ik -6 mir Yours very truly, IEV R. TAW-M, P.E. city rmirwer 00 00 8'17742ET RLE WESTERN PACIFIC PROPERTIES 4200 Stone Way North - Seattle, Washingtoi-i 98103 * (206) 632-1100 0 h ZA June 28, 1976 Mr. Bill Nims Assistant City Engineer City of Edmonds Edmonds, Washington 98020 Re: Country Kitchen Parking 238th and Aurora Dear Mr. Nims: RECEIVED JUN 2 9 1976 Edmonds fogr. Dept. Attached please find the revised parking plan for that area of our property fronting on Hiway 99. GB/11 Attachment Re--ar-ds , q ' ZL George Barber Commercial Brokerage Company CA rr IS LZ r=j� "to q�AU4 v\J T 0 my Y. ITCIA 14 IN%— RULES OY TH U A 'A 46.61.565 MOTOR VEHICLES tal agency having traffic law enforcement jurisdiction o., portion of highway where such vehicle was found. Stich f:,,. mental ag=ency may perform the removal service ditm-t'., through a private firm. A private firm providing Stich services shall post the authorized charges therefor 1)rorni:, at its place of business. The costs incurred in the �e such a vehicle shall be paid by the vehicle's owner and szlLill I,; t. lien upon the vehicle until paid. LEGISLATIVE HISTORY Enacted Laws Ist Ex sess 1965 ch 155 § 65 p 2315. Based on-. (a) Laws 1961 ch 12 H 46.48.300-46.48.330 p 370. (b) Laws 1955 ch 172 § § 1-3 p 730. (c) Laws 1937 ch 189 § Ill P 909- (d) Laws 1927 ch 309 § 47 p 808. (e) Laws 1921 ch 96 § 35 p 276, as amended by Laws 1927 ch 105 1 P 91. See RRS H 6360-111, 6362-47 and former RCW 46.48.300-4G.40k.-Vi). COLLATERAL REFERENCES 7 Am Jur 2d AutomoNics and Ilighway Traffic § 241. Cjs iiighways §§ 223 et seq., Motor Vehicles §§ 26, 28, 725. wy iNumber Digests: Automobiles 0=5(3), 12, 371. I-lighways 0-157. C 46.61.570 Stopping, stallffling or parking prollibited illslw-f4- P aces. 1) 1,ixccpt when necessary to avoid conflict %%1"I : " n aces. fiett or the directions Of 3 lkl- other traffic, or in compliance with law lice off icer or official traffic -control device , no person shall: (a) Stop, stand or park a vehicle: P"11.1,4A (i) On the roadway side of any vehicle stopped or the edge or curb of a street; (ii) On a sidewalk or street planting strip; (iii) Within an intersection; (iv) On a crosswalk; ne and the adjacent curb or W1 (v) Between a safety zo . e tile ep.�t thirty feet of points on the curb immediately OPPOsIt of a safety zone, unless official signs or markings indicate a ferent no -parking area opposite the ends of a safety zOne; (vi) Alongside or Opposite any street excavation 01' 01 g would obstruct t -,I tion when stopping, standin.g, or parkin (vii) Upon any bridge or other elevated structure ul'"" highway or within a highway tunnel; 390 C)nany railroad tracks; or At any place where official si St,111d or park- a vehicle, whi ',-ntal'ily to pick up or dlschar�r , I I f I-011t of a public or privat( C orld of the curb radius leading within fifteen feet of afirehi %vi thin twenty feet of a crO& V,'ithin thirty fedt upon the 5,or) sign, yield sign, or traffi(. of a roadway; 1�-) NNTitbin twenty feet of the e and on the side of a street within seventy-five feet (0) At any place where official E ic) Park a vehicle, whether occi: fo r the purpose of and while a merchandise or passenge. i) NVithin fifty feet of the near (ii) At any place where official. s (2) Parking or standing shall _.�YlVided by law at all other plac( I.j)osed or parking restricted at tion and restriction shall be by cil I;On or order"'of the state highway MM's U11der'their respective jurisdit (3) No person shall move a nintrol into any such prohibited a :� (Iis;tance as is unlawful. LEGISLATIVE �:iiactcd Laws 1st Ex Sess 1965 ch 7 (a) Laws 1961 ch 12 § 46.48.270 p 36 (b) Laws 1937 ch 189 § 107 p 906. '.�ee RRS § 6360-107 and former RC!, CROSS REP Nt'kirig vehicle within 200 feet of 46-61.635. PMOval of vehicles left on main tra 397 %0 so 46.61.570 MOTOR VEHICLES COLLATERAL REFERENCES Am Jur 2d Automobiles and Highway Traffic H 232-237, 811 CJS Motor Vehicles § § 26, 28, 329 et seq. Attorney General's Opinions: Ops Atty Gen 55-57 No. 167 (definition of "parking strip" statute; parking strip as existing within meaning Of the Statute when the curb and gutter have been installed; parking strip ZIS (,X!16,:. within the meaning of the statute with respect to that portion of A in which the curb has been removed when the curb and gtltte7 originally installed for the entire block and thereafter a portion curb has been removed). Annotations: 72 ALR 229, 108 ALR 1152, 130 ALR 316 (validity of auto park!n- ordinances or regulations). .1 15 ALR2d 909 (when motor vehicle is "disabled" or the like exception to statute regulating parking or stopping). 82 ALR2d 726 (liability of owner or driver of double-parked motor %T, hicle for ensuing injury, death, or damages). 4 ALR3d 324 (parking illegally at or near street corner or interscvt1CgJ as affecting liability for motor vehicle accident). Key Number Digests: Automobiles <S-5(3), 12, 173. NOTES OF DECISIONS 1. In GeneraL 2. Rights, Duties, and Liabilities in Actions for Negligence. 1. IN GENERAL City ordinance providing for parking meters did not conflict with former statute. Kimmel v Spokane (1941) 7 Wn 2d 372, 109 P2d 1069. . Use of streets and highways for parking of motor vehicles has been too long established by cus. City may enact ordinance rej:,u lating and restricting parking of vehicles on its streets. Sandona v Cie Elurn (1951) 37 Wn 2d 931, P2d 889. Municipal ordinance which fo.-, bids any person to stop, park, o., stand motor vehicle within 50 fefl from or 75 feet opposite drivewaY entrance to any fire or police ;Ia. tion was valid exercise of police power vested in city by law. San- dona v Cie Elurn (1951) 37 Wn 2J 831, 226 P2d 889. tom to be denied because of theo- Fact that max -kings by local traf. retical right of occupant of proper- fic authorities permitted parkil"j. ty abutting on street to free and up to an original marked cros5, uninterrupted access to his prem- walk, is immaterial in determini"J" ises at all times, especially In view whether it was statutory crOS5* of legislative recognition of such walk after markings of the Cro5-1, custom as right. Kimmel v Spo- walk had been dimmed by tir"V. kane (1941) 7 Wn 2d 372, 109 P2d Krogh v Pernble (1957) 50 W11 1069. 250, 310 P2d 1069. 392 I RULES to. park automobile Ir statutory req with I.,; on driver. Cain v Do WY (1()59) 54 Wn 2d 466, 341 WIGHTs, DUTIES, AND LIAI 3 vq ACTIONS FOR NEGLIGE automobile and its di �,.:v stnick by fire apparatu! -..;�jpting to avoid defendant's automobile driver's violc ordinance prohibiting par. p!ace where she drew up bc c-,:!b to avoid fire apparatu! ,om,I)Iiance with another ordin !Iil not affect right of reco-, I!afflcy v Arms & Scott (1925) lk'n G32, 241 P 26. . Parking automobile wit! liglits in place forbidden by I 46.61.575 Additional otherwise provided in thi! 11arked upon a two-way ro; with the right-hand wheels of the right-hand curb or ed, (2) Except when otherwi %-chicle stopped or parked i stopped or parked parallel t the d ' irection of authorized 1 %%-heels within twelve inche the roadway, or its left-han ]of t-hand curb or edge of the (3) Loca! authorities ma Ingle parking on any roadN not be permitted on any fec state highway commission h that the roadway is of suffJ Without interfering with the (4) The state highway c( Under its jurisdiction may I the stopping, standing or I- 1�'here in its opinion, as evi stopping, standing or parki highway or where the stopr 09 ICLES IRULESOF THE ]ROAD 46.61.5-70 . (viii)' On any railroad tracks; or -ce ment jurisdiction over the cle was found. Such govern- (ix) At any place where official signs prohibit Stopping. removal service directly or (b) Stand or park a vehicle, whether occupied or . not, except firm providing such removal Inomentarily to pick up or discharge a passenger or passengers: .harges therefor prominently (i) In front of a public or private driveway ; incurred in the removal of or within five feet of the end of the curb radius leading thereto; .7ehicle's owner and shall be a (h) Within fifteen feet of a fire hydrant; (iii) Within twenty feet of a crosswalk; -11STORY 5 § 65 p 2315. Based on: Gv) Within thirty feet upon the approach to any flashing sig- Ila], stop sign, yield sign, traffic .330 p 370. or -control signal located at the side of a roadway; (v) Within twenty feet of the driveway entrance t I o any fire station and on the side mended by Laws 1927 ell 1.05 1 of a street Opposite the entrance to any fire station within seventy-five feet of said entrance; .mer RCW 46.48.3 00-16.48.330. or NO At any place where official signs prohibit standing. YERENCES (C) Park a vehicle, whether occupied or not, except temporari- 1�' for the Purpose Traffic § 241. Vehicles H 26, 28, 725. of and while actually engaged in loading or unloading merchandise or passengers: 0) Within fifty feet of the nearest rail of. a railroa,d.crossi ng; J L any 21ace where official signs prohibit parking. Parking or standing shall be Pe Pa rmitted in the manner or parking prohibited in sl�c,+ 0 ided by law at all other places except a time limit may be .0%'I 'd 'Osc !essary to avoid conflict 1-nl)Oscld or parking restricted at other places, but such limita- I law or the directions of i, 1�on and restriction shall be by city ordinance or county resolu- device, no person shall: t�')n or order Of the state highway commission upon Public high- u N'S W d ide :_ r their respective jurisdictions. vehicle stopped or (3) No person shall move a vehicle not lawfully under his �'!'ntrol into any such prohibited area or away from a curb such ing strip; 1�klancc as is unlawful. the adjacent cLirb or t, . mmediatelY OPPO-51 ns or markings indi("' ends of a safety Z01"; street excavation 0_-� ' arking would oll-MI'll �r elevated stl'llctll�t. LEGISLATIVE HISTORY 100d Laws ist Ex Sess 1965 ch 155 § 66 p 2316. Based on: l-"%%'s 1961 ell 12 § 46.48.270 p 368. 1937 ch 189 § 107 p 906. 6360-107 and former RCW 46.48.270. CROSS REFERENCES within 200 feet Of fire -apparatus unlawful: RCWA (135 left On main traveled way: RCWA 46'.61.565. 391 M CITY u HINIO.NDS PUBLIC DEP,`-�.RFNENT JOB ORDER ll,'O!)K REQUESTOR: Leif R. Larson CENTER: Stx-eet DATE PRE PARED: 6/8Z76 REQUESTING DEPARTMENT HEAD S JOB ORDER SIGNATURE: 'ACILITY: NIJIMBI-R: DESCRIPTION ,,,,Dlr)R SKETCH, 01- IWORK TO BE PERFOR[IIED Install 2 "No rarldj-n�qA n siqns on e ee riq)qt-of;;" line _0 c of US 99 facing southboun ic a try Jdtchen I I S( Restaurant. Contact ginee, n or fi d atio g V a 10 NIAN, I 10t I RS est i.111ated -Ict (1a I MATERIAL REQUIRED: AUTHORIZING SIGNATURE DATE ASSIGNED: PLJ1,3L,JC WORKS DIRECTOR: DATE COMPLETED: CRAFTSMAN'S INFHALS: FOREMAN'S 11NIFFIALS: Mr. George Barber Western Pacific Properties 4200 Stone Way North Sbattle, 14ashington qsin3 SIIBJ[r.T: Parkinq on US 99 for near Sir: C;Q August 9, 1976 nLrl Kitchen lRestaurant Pursuant to our correspondence for the subject matter.of July 2, 1976, relative to a parkinq plan for the subject location, please be advised of the following: 1. Approval of an interim parkinq plan was given on July 2. 1976. 2. To date installation of the parking stalls has not been completed. - You are directed to complete the project within 2 weeks from receipt of this letter. If you h4ve-any questions, please contact Richard Allen, Assistant City Engineer, at this'office. Yours verytruly, CITY OF EDMONDS I LEIF R. LARSM P.E. city rnqfneer WJN.*LRL:mjr CI) PROP05EI? IN5TALLATION NN FO 'ILI 0 K-11 MIM allothing in this permit app eted tw '- roval Drocem sha winwing or Permitting the ;Zlinance of &-ly currentty existin — 1. _gillegal, or site conditaon whicl,;--' 1two building, stru, .18 01 Idiuff, regardless of whether sucl fuMildilng4TV�','!, * g, sttCtur'e or condition is shown on C site plan or drawing. Such building, structure condition may be the subject of a separat!Z enforcement action." EXI6TING!5IGN ILLUMINATED CHANNEL WRAP EXF'05ED NEON PAN CHANNEL LE17ER MOUNTED ON RACEWAY ILLUMINATED CA51NET r� AREA CALCULATION5 CHANNEL WRAP LOGO DIMENSION5 16.125"x43.5" AREA 4.57 5Q. FT. CHANNEL LETTER5 DIMEN51ON5 1&.511X61.511 AREA 10.47 5Q. FT. CAINNET DIMEN51ON5 17"xlO4?' AREA 12.27 5Q. FT. TOTAL AREA 27.61 5Q. FT. ATTACHMENT DETAIL RAGEWAY5 ATTACHED TO 5UILDING FA5CIA U5ING 5/&"x 4" LAG 5CREW5 INTO FA5CIA FRAMING MINIMUM 0 EACH A5 REQUIRE[) MINI (,HANNtL Lt I It A5 isn UJ 0'+ +,0,-3 Q-- 19 -k NEON TU13E RECEIVED 9Wsi9C'm PO. BOX 928 PHONE (360)613-9550 SALES: RANDY HANSON MAR 2 1 2007 n50a1eS 9438 WILLAMETTE MERIDIAN RD�. NW D E P A R T _ M E __ N T SILVERDALE WA 98383 FAX(360)613-9515 / DESIGN: FORRESTMILLER RI III nmr-, DEPT. M (g) 2006 THIS SIGN DESIGN IS THE PROPERTY OF HANSON SIGNS INC. & IS NOT TO BE REPRODUCED IN ANY WAY \MTHOUT PERMISSION OR TRANSFER BY SALE a 4-- 11� 5CIA W� AN5FORMER M Im CU5TOMER FAMILY PANCAKE HOU5E-EDMON05 5KETCH 2 OPTION A REV15ION, 0 5CALE 3/4"=l' 1 DATE 1 3/19/07 1 J013 ORDER #J I rl2nO3 Edition IRC w/WAC Amendments* 003 Edition IBC /WAC Am -5f 103 003 Edition LJPC w/WAC endments and Appendices A B Amendments C32003 Edition IM ' C w/WAC Amendments 02003 Edition IFGC w/WAC Amendments 02003 Edition 1FC w/WAC Amendments 132003 Edition VIAQ WAC 51-13 1:32004 Edition WSEC WAC 5 j -11 ...Q'(Y.OF-EDMONDS BUILDING DEPARTMENT WORK ADDR-SI)SZ:�FZO;�5— CWI%l APMOV ED -LDG. OFFI�"_ to/ . '0 J PERMIT NUMBER — c; �>VO'7, -_� 1 5 � I _gSe � Per ap,.val proem sbaB be th� .' permitting the 1) Any request for alternate design, modification, as sll�vfing or I _ . . MWL inter * of any ellirentlY eZWW4 variance . or other administrative deviation maintenaro . itW buildin& structure g or �e of the Is utgiae the scol. "variance") from adopted codes, _njsga�jess of whethei on the (hereinafter uoncOnf`om� �hiZn 0 ordinan c*e's", .1 or policies )r site Condition vrhi such I must be specifically lication, permit aPP t or in writing and be called out and building, Strue Such 6i� Structure requested , ure or condition 's ShovM identified. Processing fees for such request shall be site Ian or'draVA34- subject of a separate on Msy be the established by Council and shall be paid upon cong. Itil submittal and are non-refundable. onforceineut acUorL 2) Appro"val of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the --appropriate- provision of city code or -state -law -does- Aff -2--1- -200T - not approve any items not to code specification. BUILDING DEPT. S I KEET FILE - - ,q " I � ... . . . . . V1 , , , 1. 1 1.) I " �, , .� . " ��;"Apw� ,,I." �, ;.- 0-0�--, � . , - , , �. "4 � ,. � , 7i.� ": "N' , ;`*,�', ", -,.. , I I 1� Irl 'Iqll." aly (4?*,4W Is .,y,-. "T.,g",:"1,fw.fp.,, W, . ,. . � . I � 1..� � " �*.�Y:1�4 v: ,"y T -, I ,. !,:'�;;t;-� . f�� . 1. - . , .11 , A" I 1-1 I . . ." " . ... , . , ! , 11 , r, Ili, py 7. 14 ,.1 * ( ,�� I IUJ' i I , * i , " .",,11 "I I . ..1. 14, : - � � I, - , , 'I j %, 1.1, v�,-.Y': j�V'45',44'. , I * w . I I .W. - . - . 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Poe 27IST 3 > NA E F* 610 ee x i X > 25T > j F I 1,4,)\l If 27qir v PATT�� b>-, 11T STP5 F '211 s' I 'L WOOD 2 T sl J �jb ;C WY OF EDMOND8 sit as WATER DEPA�TMENT I \./I fint. "ST -4 4L, CROSS CONNECTION CONTROL I- FRIAR TUCK LN tALAN-A ALIPL It) awAr 4 > I LE 'Iklft? GHAM RD z t ot IT. 14 approved on condition the following water +Iya L 2 TH 236im protection Is provided: u 237TH ST 23 NONE Z)PH ITH T 3; N $ AV T AIR - GAP APFRIOVF�.*'- REDUCED PRESSURE W MMU r 'Nal r.dFICiPLE DEVICE -FIR A .41 1� D" s (X) APPROVED DOUBLE CHECK VALY9 v x - � 'ASSEMBLY CONCRETE 0 SITE OTHER li> eel kAJ R B GUTTE ASPHALT aL.TAIL llrxlo�*. 4`1 1 R B EXTW.* DED P) )"%� ME' fff� il C) Al. existing land elevations . CA proposc-d finish elevation's lyf-;�j -�Kw) -11 vv -.� 11-4 17... k F - I 4" Perforated line t, 0 f qrcand cove�- and 6' to 81 li�o '00 Q, I In,v 0 ---------- I* 0 It PG-�r— T— Ito Q) LEGAL DESCPIP7-t,.), ,',Iorth /00 feet SoutfiP-00 fe,4 Tracts 18, /9, arC120,'8(och, 1. 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