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21431 72ND AVE W.PDFlill lill 1111 5707 21431 72ND AVE W JAMES H. REID LEROY F. MIDDLETON C. WAYNE JONES LLOYD H. NELSON -TREET FILE Rea, W46Ma" & .4"eaa", 17". ENGINEERS e SURVEYORS * PLANNERS QT7r'F 324 Main Street 0 Edmonds, Washington 98020 e (206) 775-3434 D. E C 14 1977 ovurks v4l December 12,,1977 File No. 1002 , Mr —John Miller Edmonds City Engineering Dept, Civic Center Edmonds, Washington 98020, Re: Block Tie Formal Wear Bldg. Dear Mr. Miller: Enclosed please find 3 cop,i.e'r,.of the storm drainage retention plan and calculati,ons for the proposed Btack Tie Formal Wear Building on 72nd Avenue W. for your review and approval. If you have any questions please contact our office. Very truly yours, REID, MIDDLETON & ASSOCIATES, INC. A ]an R. Morgan Enclosures ARM/ej j MUNICIPAL ENGINEERING * WATER SUPPLY 0 WASTE TREATMENT 0 SURVEYS & CADASTRAL ENGINEERING AIRPORT PLANNING & DESIGN e MARINAS 0 PORT & INDUSTRIAL DEVELOPMENT e FEASIBILITY STUDIES cpgET FILE TO A PROS11tt A PLICANT FOR A BUILDING PERMIT PROJECT: 408 - 122 -71 P)EZZO zomor, j Wx S.N n m 2of 4S 1 -1 fee A,. WaK The plans you have submitted for the Amenities Design Board or the preliminary plan submitted, prior to the application for a Building Permit, has been reviewed for general conformance to the City Codes in regards to site improvements. You are required to submit complete development plans for utility and street improvements required by the City Code. In addition, you are required to post performance guarantees with the City. The above items must be done prior to issuance of a Building Permit. The following items are brought to your attention at this.time for your action prior to submittal of the Building Permit Application: 2 9-FE? W-T "A,, W.:!�M24*2117azNk i;4-1011km �17- j;RF I If you have any questions, contact Bill Nims at 775-2525 ext. 220. I Reviewed By:, j4d-A Cr1i f e 10/771v of the Engineering Div. d 1 Z 0 W U 'CITY OF EDMOND E COMMUNITY SER$TRFTTr FTILENc>B> C7 I RIGHT-OF-WAY CONSTRUCTION PERMIT Lttl 30V Of— I 00 W".A Permit No'. Issue Date A 0 Owner: B. 9 Contractor: Name _N_ar�e S3- -�- L , ;�� -,,/ - �s N\A 1�_� P) Mailing Address Mailing Address �,� �--\ - City State ZIP City State zip NC C I C� Ll Qlz-,- State License Numlier Telephone Number C. 0 Address or Vicinity of Construction: L4 p I Type of Work to be Done:. D. 0 Work in Connection With: 0 Sub or Plat El Single Family 0 City Projects 0 Commercial 0 Multifamily El, Utility E. 0 Pavement Cut: 9 Y El N F. 0 Size of Cut: — X APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands 'and by his sigr�4, -.Fo s application, agrees to hold the City of Edmonds harmless from any injuries, damages, or claims of any kind or description -whatsoever, forseen or unforseen, that may be made against the City of Edmonds, or any of its depaxtmen6* or;,employees, including or' not limited to the defense of any legal proceedings including defense costs, court/6ts, 'nKti�rney fees by reason of granting this permit. _10RIALS FOR A PERIOD OF ONE TIiE CONTRACTOR IS RESPONSIBLE FOR WORKMA HIPUN&NfA YEAR FOLLOWING THE FINAL INSPECTION AND. ACC PTANCE 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 �rocessid for issuance to the applicant. • A 24 hour notice is re'qUirted ��dr inspet`tio�n` , Please call Enginedring: 771-3202 • Work is to be inspected during progress and at completion. • Restoration to be in accordance with City Code. • Street to be kept clean at all times. Traffic Control to be in, accordance with City regulations. 9 All street -cut ditches must be patched with asphalt or City approved material prior to end of working day; NO EXCEPTIONS. I understand t e above and that this permit must be,-vailable at the job site for inspection purposes at all times. above and tha, Date: tl Signature: 1_� Owner or Contractor- f This rnut Must be Posted at the Job Site For Inspection Purposes Call DIAL -A -DIG Prior to Beginning Work APPROVED BY: 90��J W Time Authorized: Vo . id after EER IST 4w,*. Special Conditions: NA. PERMIT FEE: Restoration Fee: Receipt No.:—, Fund. I I I Fee: Street Cut Dimensions: — x RELEASED BY: SA." 14 k�QA_-S� Date INSPECTED BY Date NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE 'Eng. Div. March 1989 I 11f) 7- FIELD INSPECTION NOTES (Fund I I I Route copy to Street Dept.) �5 Comments: Diagram: CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO Partial Work Inspection by P. W.: Work Disapproved By: Date: - FINAL AP PROVAL B Y: Date: Eng. Div. July 1985 lt>Ac 'P aD. ^9TREET FILE CITY 81F EDMONDS CIVIC CENTER - EDMONDS, WASHINGTON 98020 (206) 775-2525 COMMUNITY DEVELOPMENT DEPARTMENT June 25, 1982 Black Tie Formal Wear 21431 72nd Avenue West Edmonds, WA 98020 HARVE H. HARRISON MAYOR PROJECT: Black Tie Formal Wear OWNER/DEVELOPER: John L. Dotson, Jr. BOND AMOUNT: $3,658.00 Enclosed please find your bond that was posted with the City of Edmonds for.the above project. This bond has either expired or the requirements have been completed to the satisfacti'on of the City. If you have any questions, please contact the Building Divison. Cindy No#k Permit Coordinator enclosure 7% CI�Pgy %FC110NDS CIVIC CENTER - EDMONDS. WASHINGTON 98020 (206) 775-2525 COMMUNITY DEVELOPMENT DEPARTMENT Black Tie Formal Wear 21431 72nd Avenue W. Edmonds, WA 98020 June 25, 1982 HARVE H. HARRISON MAYOR PROJECT:' Black Tie Formal Wear OWNER/DEVELOPER: John L. Dotson, Jr. BOND AMOUNT: $12,000.00 Enclosed please find your bond that was posted with the City of Edmonds for the above project. This bond has' either expired or the requirements have been completed to the satisfaction of the Ctty. If you have any questions-, please contact the Building Divi'sion. enclosure �, L,�, , n rjqk--,)- tindy- ffoaT I Permit Coordinator Y I 7f �, I 11r. John',,Dots6n c/o Black Tie'Formal Wear 21431 12nd.,Avenue.We.st -Edmonds,; Washington.98020 Dear 11r. D6tsofi: 'i.gUBJECT:, BONDING FOR. S-6-78 AND COM�ERCIAL SITE. OF BLACK TIE FORMAL WEAR, 72ND AVE. WTST The City of Edmonds is now holding two Performance Bonds for-the.above-subject properties totaling $15,658.00.- .,,.One.of,.the bonds, in the amount of $3,658.00 was posted . onlfarch,23, 1978 and is for a portion of the Muller Subdivision. The other bond in the amount of $12,000, was posted on.April 24, 19-78-and.i; for the commercial development itself.. 'Each-, of 'these bonds will be released upon-r6ceipt -tw .of a enty1our' month Maintenance Bond in the amo' unt o... $108004' I f"you have any questions regarding this matter,.' -please 'contact,:jerry Saterlie, 775-2525, extension I tAA-7� NW U-8UL (J=) ?-(I t 17�3 p D Aj-iM7n CO-�- g!3-p o ti e,?4,2s (e�s Py P- I e2 M -k��7 Z'4-15,7�o LqF- -5 Z6 <—q Y05 C5 dO D I eDE,5,,Do *'2. 24,:,5.-uo LJF coQt3 AQot ,Fs�z Lel 4 5.e2k�,-Mo Lc-) 6�,,O-zo N IB co .4 r, 5:laee# CV6e,,�,"V i 1 14 Ore ,%keg:" 0 0 APPLICATION for tKe City of. EdmondssTrip= SIDE SEWER PERMIT EASEMENT NO . ............. - ............................. NEW CONSTRUCTION REPAIRS 0 LID NO . .................. . ASMT. NO. ----- ------- OWNER . ........................................ --... CONTRACTOR ..... M-CD ... . ...... 7 ... ............ PERMIT NO. JOB ADDRESS .... .......... - ---------- - ................... LEGAL DESCRIPTION: LOT NO . .............. 2-�Z ................ BLOCK NO . .................................... - :>- ------ . . .... .... ..... ....... ............. By ... -------- wl 0 PERMIT N? Call �,�oS-252;) for side sewer inspections BEFORF covering any portion of the c nstructs - n -) ins PC ction will be provided within 21 hours al'ter re,just. INO Sat., Sun., or holiday 'inspec".s. 60 90 . ........ ......................................... ......... . .......................................... ............ LOCATION OF CONSTRUCTIOX_..'_�/�I-.7;�J ...... 2 ..... .. LlW DESCRIPTIOX ..... 4'0_7 ......... . ........... ........... ..................... ; .. ..... ------------------------------------ ........................... . .......................................................................... ..................................... . ............................... *'*"'* ....... **** ----------------- ** ----------------- .......................................... OWNER,��DIOR ........... ............................... 1 -OR'S NAME & ADDRESS.A% e . �,bj ........ �_S_E7 LA.� )-. E r .............. 1:72'. 1.0 ...... ...... UJ.. s granted ... . ......... ................. 19.2e, for repair and/or connection of a side se%ver to the city sanitary sewer �-ordanc,e with City of Edmonds ordinances. CALLED TO THE FOLLOWING: .,ne owners of the property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor must be employed to construct s de sewer in street area. Do not cover any portion of sewer before it has been inspected. .1.11 work performed in city right-of-way requires an Invasion of lUght-of-Way Permit obtainable from the City Engineer's office. '.-btain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit. "rT of side sewer must have at least 30 inches cover -age at property line and 12 inches inside property line; minimum grade of 2%. No bends in grade ::arper than % will be permitted. �renches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for failure due to improper ,,crk which may develop within one year of completion. 1, istunlawful to alter or do &ny other work than is provided for in the permit, or to do any work on the main sewer or its appurtenances except to in - he pipe into the wye. VEDri Date ... .................................... By ................ Date .......... .............. ----------- Date ............... . ................... . By ................ Date --- 7 By ----------- 7 ................ -------------------------------------------------------------------------------------- aarks: ........................................... . ................... n ................... :r7=77 ................ . ................................................................... .............................................. . ......................................... ................................................................................................................................. ......... It Permit Copies MUST Be Signed By Owner of Firm Performing Construction PRIOR To Request -For Inspection hereby certify that the side sewer installation co ns tructed under this permit ............... .... N .. . ........................... .... f Contrz&� Owner 0 � ng �.. I�r .ming Construction) in accordance with all governing ordinances of the City of Edmonds. Datedthis ---------_---------------- day of ................................................................. 19 ......... Check BEFORE you dig for: Water E], Gas El, Telephone 0, Power E], Sewer 0, Other 0 ro ST[JEET FiLt DATE: MEMO TO: Building'Division Community Development Department, FROM: Engineering Division Public Works Department SUBJECT: FINAL.INSPECTION PROJECT: LA APPROVED NOT7APPROVED N i 9 Enginee ing Di ' 'on Zlsio BY: Wat BY: Sew BY.: 1 �,uv. w.; qz�: !1 STAFF A TI BUS11\9S LICENSE APPLICATION REVERSE1 APPL. NO.: 1p SIDE CITY OF EDMONDS DATE -,fl AVENUE NORTH S c WASH. 98020 TE, 92 1 � APPLICATION FOR: TlEftR E (206) 775-2525 NEW [:] LIC. LICENSE _Tq 7T Bus. RENEW YEAR r ifl I/ INSTRUCTIONS I PRINT APPLICABLE LICENSE CLASS, FEE AND PENALTY PAID IN ANNUAL FEE BOX AT RIGHT. PENALTY DUE ON RENEWALS RECEIVED BY CITY CLERK AFTER FEBRUARY 15. 2. NEW BUSINESS: COMPLETE ALL LICENSE APPLICATION BOXES. LIC. RENEWAL: REVIEW LICENSE INFORMATION BELOW. PRINT' CORRECTIONS AND ADDITIONS AT RIGHT. 1. SIGN AND RETURN APPLICATION WITH FEE (AND PENALTY). LICENSE WILL BE MAILED TO YOU UNLESS YOU ARE NOTIFIED TO APPEAR FOR APPLICATION REVIEW. ANNUAL FEES TYPE BUS. CLASS FEE PENALTY HOME A $10.00 $ 5.00 SMALL B 15.00 7.50 *GENERAL c 50.00 . 25.00 *OVER 10 EMPLOYEES, OR EMPL WORK OVER 120 MAN -MONTHS PER YEAR. CLASS I FEE PAID I PENALTY PAID LICENSEeIIIIIIIIIIIIIINOW REVIEW BELOW'INFORMATION. PRI'NT CHANGES AT RIGHT. 2. APPLICANT NAME SOCIAL SECURITY NO. -DONAL,R Ee- BERGER lcq6 52 7070_ DATE OF BIRTH JPLACE OF BIRTH 11 17 50 YAK WASHINGTON HOME ADDRESS 628 219w__p_l �SWOTHELL, WA. 3 BUSINESS IDENTIFICATION BUSINESS BLACNbiE FORMAL�,WE !NATURE OF BUSIN BUSINESS FH_0NE TUXEDO RENT 775 0421 L 1 WASH. STATE TA EMPLN� _ES ] ORGAN. OCCUPANCY 5 �-� 19 18 .78 TYPE ORGANIZATION IF BUSINESS IS: TYPE CAPACITY (0- CORPORATION HOTEL/MOTEL L NR OF ROOMS/LlNiTS . APT.BLDG. A NR OR APTS L - LTD. PART OFFICE BLDG. 0 NR OF OFFICES P PARTNERSHIP -S RESTAURANT R NR OF SEATS SOLE OWNE R HOSP./NURS. HOME H NR OF BEDS SCHOOL S NR OF STUDENTS 4. BUSINESS ADDRESSES BUSINESS ADDRESS '21431 72nd"'ikye LICENSE MAILING ADD�ESS Same 5. EMERGENCY NOTIFICATION NAME —XR E A TELEPHONE (1) Don Berge> < 206 485 3254 (2) John Dots 206 523 5119 OFFICIAL USE ONLY U.F I R CODE BLDG. PERMIT OCCUPI I I C.U. PERMIT LAND USE I ZONING LA NEW BUS. LB RENEWAL LC CHANGE LD DELETE CLASSI YEAR I LIC.. EFFEC. DATE REASG. LIC. NO. I SPEC NO. I ' DATE PAID LICENSE APPLICATION'AND CHANGES, PLEASE. PRINT, CLEARLY DATE OF BIRTH 0 y3bli V 1 TO HOME ADDRESS PLACE OF BIRTH ITAKIMA ' 3. BUSINESS IDENTIFICATION IBUSINESS NAME (FULL) PRINT f IN SPEC. BOX FOR ISSUE 0 CORRECTED L CENSE WITH LIC. ACTION. I SOCI�L SECURITY NUMBER 1_513� 11512 117 Y710 1 1 NATURE OF BUSINESS (DRUG ST3RE, CPA, ETC) BUSINESS P - H - ONE TUXEDO RENTAL jo42� ___07CLIPANCY WASH. STATE TT�,NR. ANTICIPATED TYPE OF, F (REGISTRATI ) N ' rR. EM"PLOYEES �RGAN� LLI:2,� Ij,73 1 13,1� 5 C 4 ENTER APPLICABLE TYPES AND CAPACITY I /4. ElLaINESS DDRESS B E R I Ave APT, NO. I _I STIR V�nd W LICENSE MAILING ADDRESS BLDG. NUMBER I FSTREET I FFT N07 4 43.1 , 11 . 7244 Ave , W. TE I I ZIP CODE /5. EMERGENCY NOTIFICATION (IN EVENT OF FIRE, BURGLARY, ETC.) LAST NAME, FIRST INITIAL AREA CODE TELEPHONE (1) BERGER D 20§ 1 1 1 1 1 -1 4�51 1p�4 LAST NAME, FIRST INITIAL AREA CODE TELEPHONE (2) 901T�Op-jjl I I I 1 2,04 �13��lI1191 5S OFFICIAL USE ONLY UNITS BUS. BL . PER COND. USE PERMIT LAND USE ZONING -A -1 L-ij Lj� I ( MIT CUP. GRP. CITY j:LERK'S SIGNATURE APPROVED DISAPPROVED DATF A,r'FLICANT'S S:(.',NATURE E!,,,. TITLE ...! . 'r., DATE . , . w Ur, rME COMMUNITY DEVELOPMENT DEPARTMENT Building Division DATE: --September ll,.1978 TO: FIRE DEPARTMENT PUBLIC WORKS DEPT.P""'�' PLANNING DIVISION SUBJECT: BLACK TIE FORMAL WEAR 21431-72nd Ave. West RECEIVED SEP 111978 Public Works UepL. Please review and a-dvise any outstanding requirements on above, in order that they maybe given final appr . oval and a Certificate of Occupancy issued. The Building Division is making a final inspection at 10 A.M. on Tuesday, September 12. Harry M. Wli-LLcuL.L Building Official HMW / a e 0. ot of E d n%,d s C 6 % 10 3 0 98-239 A Edmonds, ".inmton.,. 1251 U % "T 13 July 1 Washington, 19 who DOLLAPS -13-97- lodf2rn Sevier 17910 Ash Way Lynnv,�ood, �-Iashington 98036 City of Edmonds L rfl�i i EDMONDS BRANCH F.S NATIONAL BANK OF WASHINGTON EDMONDS. WASHINGTON 'ION Security Deposit Refund 111-000-000-389.10.00- RP! 4 7.1-153 - 21431'- 72nd Ave. W. WARRANTS REDEEMED PRINCIPAL INTEREST DESCRIPTION IDENT. NOS, BONDS COUPONS CITY OF EDMONDS PUBLICORKS DEPARTMENTj ENG1NEER4%1DIVISrj11E APPI H'ATTnim PnQ DTr.WT-0E-14AV rnmQTD11r'TTnf,1 D T� RL THIS PERMIT MUST BE AVAILABLE AT THE JOB SITE FOR INSPECTION PURPOSES Applicant to Complete Parts A and B A Permit to be i ssued to: — For Work at:(address or vicinity) -LJ Type of Work to be done: S-T-bmm 4t SA k) (attach drawing when applicable) Time Required Start: "T— -? Owner: 'BLkX —rlP— oQx-i A L Name Mailing Address Finish: City State Zip . Telephone Number Contractor: Name I-1S1Q-1-A6V\ Mailing Address LY,0�� 0 to. 0S (P City, State Zip H o - De, - ps, c ?- 9 4- State License Number --I 2,--1 - -2--14; to Telephone Number NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE ** Bs' INDEMNITY:, Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless - from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the applicant or the City of Edmonds, or.any of its departments or employees, including or not —limited to the defense of any legal proceedings including. -defense costs, court co*�ts, and attorney fees by reason of granting 'this permit. Upon issuance of this permit,,the contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the restoration by the Engineering Division. Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will*be processed for issuance to the applicant. Work is subject to inspection and restoration in accordance with City Code. A 24-hour notice is required for inspection by Engineering. Call 775-2525, ext. 220. I understand that this permit must be avai the job site,for inspection purposes at all times. Signature:2"1-4�- Date:&a- 27179 Owner or Agent' I TO BE COMPLETED BY ISSUING 'AGENCY: Date Issued: Z-2 --)R Permit No. Fee: Security Bond: Eu Uet W Time Authorized: - APPROVED B D a t e 4�, -2- I n - -7 7 1 - r r) ,1 7,) 40 t5 V/p 7Z,- July 20, 1978 MEMO TO: Art Housler, Director Finance Department FROM:. Leif R. Larson Director of Public Works SUBJECT: REIMBURSEMENT OF STREET CUT SECURITY DEPOSIT - ORDINANCE#1935 R/W CONSTR. PERMIT NO.: �178�158- DATE ISSUED: b/2/1/6 LOCATION OF WORK: 21431 - 72nd Ave. W. SECURITY DEPOSIT AMOUNT: $136.00 RECEIPT NO. & DATE: #4928, 6/27/78 COMPLETION DT. OF RM�IR: 7/12/78 Please prepare a Treasurer's Check in the amount of $ 13.97 made payable to the following: Modern Sewer 17810 Ash Way Lynnwood, WA 98036 The balance of the deposit in the amount of $ 122-03 is to remain in Street Division Revenue Fund 111-000-000-389710. IV in. 'fiec/ Date re F. Herzberg, P.E. Acting Director of Public Works I H S PE C T'l RL" C 0 R D OTHEET MIZ CITY OF EW,IONDS, PUBUC WORKS 1) E,' P A R'l'i 11! r .7 S-- 1, �PROJECT: DATE: ZZ, W I 7Z'— All Ile - I - Ile L.�j /-;2 d,*e Lje. L— e- 4o -C /4L '7�c. )AJ"A —7—Z ep Olo or-7 <7Z— e- d A:j 0 !� a -5� 7-� t,-, A en L,-e-- -/l -s-,, � A, -p— C4 41 -111 ,—, )�- LA-�, lf�7 - I- /I/ ,Yl A " -Clllr— 7��-,- 'cl e-4— �,P- -.5", 6 C", 4-1 L) 14, e L,- 7CI'16-20� I&I t-1 -J," , 1� fil 4 4o 71.0 Id 4, :7,Y t4 BY: ,4, 1/781v le-7 ,IF Ile 4 STREET RLE TNSPE'C'F'1OH RE�COR'D CITY OF ED'-;OINDS, PUBLIC ��!ORKS D P A RT E T -7a p-joz> 44/z7' t-7 !�S RECENED 7TY APR 24 1978 Publit woms Uept Queen City S"'Vinvi _f;., aid cXoan Aijocialiott MAIN OPP ICE 1155 N., 1 30th - Spa itle, Wa. 98133 (20W 365 5.700 City of Edmonds Civic Center UNIVERSITY VILLAGE- 250 Fifth Avenue North 4907 - 25th N.E. - Seatfle. Wa. 98105 Edmonds, Washington 98020 (206) 523 3154 PRIDAY HARBORi Attn: City Engineering Dept. San Juan Island, Mi. 98250 Wm. Ni ms (206) 3 78 2128 RE: Edmonds File 7002 Developer�: Black Tie Formal Wear Gentlemen: with reference to the above identified matter, this will certify that this institution has a savings account for the above reference developer for the plat so identified. In consideration of the permitted development of the property, and in lieu of a performance bond, this institution hereby agrees that it will freeze the following sum of money for the required improvements pending written authorization by the City of Edmonds. improvements required per City codes and requirements established by the City Engineer, City Planner, Planning Commission and City Council. TOTAL $12,000.00 The total sum just indi ' cated will be withheld by this institution from any disbursements of any kind until written authorization has been received by the institution from the City of Edmonds to release the sum of money indicated by the written' authorization from the City. The design, location, materials and other specifications for the indicated improvements are those required by the City of Edmonds as appear in the above referenced Edmonds file. In the event the developer fails to complete the indicated improvements within 18 months, the City of Edmonds may demand that the improvements be installed or completed immediately to City standards and the balance of the frozen funds be utilized for said installation or completion of improvements. It is -expressly agreed that any funds maintained in this account shall be released to the City of Edmonds upon demand being made by said City. Sincerely, Agreed to and Approved: QUEEN -CITY SAVINGS & LOAN ASSOCIATION ZgDevle�loper6 le Ethel C. Pronesti Assistant Vice Presiden H 0,V, S I SZET DATE:' MEMO TO: Building Division . Community Development Department FROM: Engineering Division Public Works Department SUBJECT: 214-:51-7ZNn AMS W hLPZLJIE F09AAL WE After review of'the subject building permit application, we have the following comments, (1) Coordination of the location of any structure with respect to UTT1-ities, streets, property lines and driveway grades is the responsibility of the contractor.. (2) The contractor is required to keep the abutting streets clean- ed of dirt and debris caused by the construction. (3) A "Right -of -Way Construction Pe,rmitll is required, from the Engineering Division of Public Works, for any work within the Public Right-of-Ilay or public. easement. (4) Driveway slope not to exceed 14%. PW 5/77 J!M L1440M 0 LbTV73 ME V� 4 n WA: U F - -F 17 1 P b] V33 NV �-A MI. IW zo 1717mg Ir":N46 ." -072E An N-ail dip - - A ap-lori'm TO it&_-jrAVIk-a::-N ["Tilt I PUBLIC WORKS DEPARDEW& CHECKLISr BUILDING PER4IT N -7*jo -447M W 45 -7 (Address) *te Street, Right -of -Way Existing 60. - Z Access.Easements Existing j�EQD H ' -:17 -*.AM c4 Utility Easement Existing _ R E D Q - N Lot Per I SubdivisioA—( '--Ia "Tia't, Asse ssor, Map '4 Site Plan Checked for.Accuracy_ 05 1 0Z 45 Z 14iring P,.t!qd.- YLUnderground Check Accuracy of Legal Description 025 11S Z Review by Db�t'e\ *j*A I Existing Water Main Size 6 D"r Water Main Required A,14 - Service line Required Nor Hydrant Size Existing a4 Hydrant Reqd Per Fire Code --Size Detector Check Meter Reqd. Cross Connection Inspection e-4,e Fire Department Compents Water ��ter Charge Reqd. Review by, W/S Date Septic Tank Design Approved Date Septic Tank Permit Reqd. XIA. Permit No. Sanitary Sewer Availability Proi. Drawing No. File No. 412V Side Sewer Availability OA_) -7;2_"� 04 14 Sanitary Sewer Connection Fee Reqd. A,,)e7V,.0 :3:. Review by, W/S Date -3A-9 1"ZO K.K.K. Op en Ditch Existing ... jZeqd. Culvert Reqd. A, Size P4 Catch Basin Reqd. Indicate on Site Plan 0 Shoulder drainage maintain collection an ale open runo ff A, , , , , I . MAole - i�Oqd_ Indicate on Site Plan Soil Conditions and Ground Water Field Checked Review by Date Revised: MO-1977 Page 2 Street Paving Reqd..... zl� ve, O$C Curb and Cutter Reqd. Sidewalk Re qd. Curb Cut for Driv;X-,y-,Reqd. pd Right-Of7Way Con§truction Pen -nit Reqd. Bond Reqd. for Public Irprovements_ Street Nanie Sign Reqd. Other Signing Reqd.. A/ Pre Permit Site Inspection mde an 0 BY: SSqER WATER PL4 (n STREET 44 ENGIMMING Special Requirements listed in memo to Comnmity Development Department, Building Division BY Date All items filled in on Buildi n'g Permit Application 7 BY Date Drawings Stanped and Notations Made P4 BY P3(N Date -4 - Approved by Public Works Department Revised: 1v 10-1977 .4 AW f U219-A :WU TIE PZA*W*WM%ra 0orI or-CrMIT-D ..40 3 ]078 M A R 2 3 Queen Ci Sav t"V Public wol-KS Uept. an Aijociation MAIN OFFICE: 1155 N. 130th - Seattle, Wa. 98133 S7 nZIET 1206) 365-5700 March 23, 1978 UNIVERSITY VILLAGE: 4907 - 25th N.E. - Seattle, Wa. 98105 (206) 523-3154 FRIDAY HARBOR: City of Edmonds Civic Center San Juan Island, Wa. 98250 (206) 378-2128 250 Fifth Avenue North Edmonds, WA 98020 ATTN: City Engineering Department RE: Edmonds File:. 7002 Mr. William Nims Developer:� Black Tie Formal Wear Savings A,ccount Number: .43,74-02 Proposed plat of: S-6-78 I Gentlemen: With reference to the above identified matter, this will certify that this institution has a savings account for the above referenced developer for the plat so identified. In consideration of the permitted development of property, and in lieu of a performance bond, this institution hereby agrees that it will freeze the following sum of money for the required improvements pending written authorization by the City of Edmonds. Improvements required per City codes and requirements established by the City Planner, Planning,Commission and City Council.', TOTAL $3,658.00. The total sum just indicated will be withheld by this institution from any disbursements of any kind until written authorization has been received by the institution from the City of Edmonds to release the sum of money indicated by the written authorization from the City. The design, location, materials and other specifications for the indicated improvements are those required by the City of Edmonds as appear in,the above referenced Edmonds file. In the event the developer fails to complete the indicated improvements with- in 6 months, the City of Edmonds may demand that the improvements be installed or,comple'ted immediately -to City standards and the balance of the frozen funds be utilized for said installation or completion of improvements. It is expressly agreed that any funds maintained in this account shall be released to the City of Edmonds upon demand being,made by said City. Very truly yours, QUEEN CITY SAVINGS & LOAN ASSOCIATION Ethel Pronesti Assistant Vice President No �rt S, S', _4% RF 0 F 11 /� F) r Qu een Savingi J 11-p-oan Aijociation an March 23, 1978 City of Edmonds Civic Center 250 Fifth Avenue North Edmonds, WA 98020 ATTN: City Engineering Department Mr. William Hims Gentlemen: hi A R 2 3 1 ('1 7 8 Public worKs uepi. MAIN OFFICE:* 1155 N. 130th - Seattle, Wa. 98133 (206) 365-5700 UNIVERSITY VILLAGE: 4907 - 25th N.E. -. Seattle, Wa. 98105 (206) 523-3154 FRIDAY HARBOR: San Juan Island, Wa. 98250 . (206) 378-2128 RE: Edmonds File: _7002 Developerl Max Muller Escrow Number:_ 1005. Proposed plat of: S-6-78 With reference to the above identified matter, this will certify that this institution has an escrow for the above referenced developer for the plat so -identified. In.consideration of the permitted development of property, and in. lieu of a performance bond, this institution hereby agrees that it will freeze the following sum of money for the required improvements pending written author- ization by the City of Edmonds. Improvements required per City codes and require- ments -established by the City Planner, Planning Commission and City Council. "TOTAL $6,000.00 The total sum just indicated will be withheld by this institution from any disbursements of any kind until writtenaithorization has been received by.the institution from the City of Edmonds to release the sum of money indicated by the written authorization from the City. The design, location, materials and other specifications for the indicated improvements are those required by the City of Edmonds a . s appear in the above referenced Edmonds file. In the event the developer fails to complete the indicated.improvements with- in 6 months, the City of Edmonds may demand that the improvements be installed or completed immediately to City standards and the balance of the frozen funds be utilized for said installation or completion of improvements. It is expressly agreed that any funds maintaine&in this account shall be released to the City of Edmonds upon demand being made by said City. Very truly yours, QUEEN CITY SAVINGS & LOAN ASSOCIATION Ethel Pronesti Assistant Vice President * %. H04re io�l $ Bond No. 82 685 GENERAL FORMM - - ' P 6 STEM T Fidelity and Deposit Company HOME OFFICE OF MARYLAND BALriMORE, MD. 21203 KNOW ALL MEN BY THESE PRESENTS: John L. Dotson Jr. That we ------------------- - -------------------------------------------------------------------------------------------------------------------------------------------------------- ..... . .......................................................................................................................................................... ............................ as Principal_., and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation created, organized and existing under and by virtue of the laws of the State of Maryland, as Surety, are held and firmly bound to ......................... ton ..................................................................................................... in the sum of.Twelve Thousand and no/100ths ------------------- Dollars ($J?.,.Q00-.00 ... . .................................................................................................. ....... ..... lawful money of the United'States of America, to be paid to the said..9-it-V of Edmonds Washinciton -- ------------- ----------- I .................... __ for which payment, well and trulv to be made, we bind ourselves, our heirs, administrators, executors, succes- sors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That WHEREAS, the aforementioned Principal has been given a permit -to install curbs, gutters, sidewalks, strdet paving, engineering and related costs thereto. NOW, THEREFORE, if the said Principal shall complete the aforesaid improvements in a manner satisfactory and in accordance with the plans and specifications on file in the City Engineers Office, then this obligation to be void; otherwise to remain in full force and effect. IN WITNESS WHEREOF, the signature of the said Principal is hereto affixed and the corporate seal and name of the said Surety is hereto affixed by its duly authorized Attorney -in -Fact at .... ........... this _------------ 27th ----------------- ------------------------- day of ..... T�ebrqary, -------------- ------- ......................... ... --------------------------------------------------- ............................................... ............................................ FIDELITY AND DEPOSIT C / P Y F MARY�LANP BY. . . .......... .... .. ------ Rib ard D. Rech of f Allor ey-i �Fi CAL3582a-100, 10-68 1�0959 Roi�*. Middleton & AF ciates, Engineers 0 Surveyors" Planners 324 Main St. Edmonds, Washington 900 DATE__February 23, 1978 Phone 775-3434 SuBjEcr Nit ro _1Vr C i ty IJ-6 FEB -24,19 Edmonds. Washington 98020 -----PUbjjc-VVUfKt; UVP'- > Dear Mr. Nims: Enclosed please find a copy of an estimate of construction costs for the _proposed.. ----,.-.-- building on 72nd Avenue W. for your review and approval. If you have any questions please contact -our office. Very t: uly _y_qurs, REID, MIDDLETON-& ASSOCIATES. INC. Enclosure ARM/ejj r-] PLEASE REPLY F-1 NO REPLY NECESSARY Allan R. Morgan Reid, Middleton & AsF- iaV;- � I n, Engineers 0 Surveyors 324 Main St. Urnonds, Washin gto n 98020 TO ;Phone 775-3434 MI. John Dotson 3649 N.E. 90th Seattle, Washington 98115 DATE ___,Feb ru a ry_23 SUBJECT Black Tie Formal Wear Bldg_,__ File No. _7QO2 > Dear Mr. Dotson: Enclosed plea,se find a copy of an estimate of construction costs for the proposed building on 72nd Avenue W. for you file. If you have any questions please contact our office. Very truly yours, REID, MIDDLETON & ASSOCIATES,INC. F I PLEASE REPLY F-1 NO REPLY NECESSARY Allan R. Morgan JAMES 0. TREID LE$0Y F, rUDDLEMN C. WAY14C JONES LLOYD H. NELSON Rea, N%Wet" & 4ddAaCZ�, *70M ENGINEERS * SURVEYORS e PLANN . ERS 324 Main Streot * Edmonds, Wishingto'n 98C.'(' 2 7 7 February 22, 1978 File No. 7002 ESTIMATE OF CONSTRUCTION COSTS FOR DEVELOPMENT OF PTN. OF LOT 22, SOLNER'S FIVE -ACRE TRACTS BLACK TIE FORMAL WEAR BUILDING EDMONDS, WASHINGTON Road 12' wide asphalt concrete - 100 I.f.; 134 sq. yds. @ $5.00/sq. yd. (including 6'' compacted,crushed rock base) 670-00 100 I.f. std. conc. curb.& gutter @ $4.00/1.f. 400.00 100 I.f. 5' conc. sidewalk @ $6.00/1.f. 600.00 Total Road 1,670-00 Storm Retention System 186 I.f. 12'' conc. storm sewer @ $9.00/1.f. $ 1,674.00 1 CB 16 @ $400.00 ea. - 400.00 2 Catch Inlets @ $300-00 ea. 600.00 I Catch Basin type 2 - 48" @ $800.00 800.00 I Cascade Oil restrictor OR 12 @ $100.00 100.00 Total Storm Retention,System 3,574.00 Sanitary Sewer 165 I.f. 6'' side sewer Ca) $8.00/l.f.* $ 1,320.00 1 Clean out @ $125-00 125-00 Total Sanitary Sewer S 1,445-00 Asphalt Parking Area 651 sq. yds. 2'' Ac w/6" compacted crushed rock base @ $5.00/sq. yd. S 3,255-00 Total Parking Lot (excluding grading) S 3,255-00 Total Estimated Const. Cost S 9,944.00 10% Contingency 9-1-5-00 Estimate of Engr. & Survey for Development of 72nd Ave. W. 1,000.00 $ 11,939-00 Bond Figur,e Q��1:0:0 0 �_O 0 !-� U:. I C I PAL E tl�: I H E E R I NC WATER SUPPLY WASTE TREATMENT a SLI RVE i S �,, CADASTR.-'�L E ' � �: i ,. -_ 7- �' : �". �-� A 1 : P 0 �_ T P L A N t � I N G C; D E S I �j * tj A R I N A S P 0 KT ', I f I D U S T k I A L D E V E 1- 0 i, h! E k T e F I I L I T Y S T PUBLIC' WORKS E . 1-1 . V I ROINMENT . AL REVIEW PROJECT NAME: &LAf.9 716 ADRML W549. FILE ASSESSMENT DATED: P-5Y P W4.K5 AN ENVIRONMENTAL REVIEW OF THE PROPOSAL HAS BEEN COMPLETED AND THE FOLLOWING DETERt4INATIONS HAVE BEEN MADE: -wo va 4 m 0 %, I =1-1-1 I a M /p I r%&- a I Al 'L -11 -ki. a wz_ wff el A b f f &K Aw 121 ml P a, I w a—, wi_ Um FA Nr 0-1 01 9-Arawa ITI I I 111 fft 72 V A w0libimm .... , I �J�AMMWII ":T - mo- W01.11 MAWA� ig L il J; 1�0- i am I w -t vat i ZVI M, PREPARED By4j�1101&,,. A T E r)..,, , — 10 /7-71 k/ " 1.— .11:- PUBLIC WORKS DEPARTMENT W(LIST BU1f-DING,PER1v1IT IEW d;1 a ress) 1k7:4 ! i I S ree 0M, t. t of WaV Exist' !D -Aft Access Easements Existing k) 010, 1* __�E RE QD �P4 Utility Easement Exist REQD Nk Lot Per Subdivision :Plat sessor Map__X Site Plan -Checked for Accuracy Z Underground 14iring Reqd. 0 Check Accuracy of Legal Description Z Review by W' te Existing Water Main Size Water Main Required Service Line Required Hydrant Size.Existing r4 Hydrant Reqd Per Fire Code -Size Detector Check '14eter Reqd. Cross Connection Inspection E-4 Fire Department ConTnents. Water I -Teter Charge Reqd. Review by, Date Septic Tank.Design Approved Date Septic Tank Permit Reqd. Permit No. Sanitary Sewer Availability Yroj - Drawing No. File No. Side Sewer Availability, Sanitary Sewer Connection Fee,Reqd. Review by Date Op en Ditch Existing Culvert Reqd. F1 t�4 Catch Basin Reqd. It Aew%& dicate an Site Plan 0 Shoulder dra* maintain co on swale O'Den rupo , LCZ Manhole reqd. Indicate an Site Plan Soil Conditions and Ground Water Field Checke Review by P0 Date It Revised: 1v10-1977 Page 2 Street Paving Reqd. Curb and Gutter Reqd. Sidewalk Reqd. Curb Cut for Driveway Reqd. Right-of�`Way Construction Pen -Lit Reqd. Bond Reqd. for Public Inprovements Yk. Street Name Sign Reqd. M Other Signing Reqd._ Pre Permit Site,Inspection made an z 0 14 H BY: SEWER WATER FA Z, STREET ENGINEERING Special Requiren-ents listed in memo to Commmity Develop�ment Department, Building Division > BY Date o All items filled in an Building Permit Application P4 BY Date Drawings Stairped and Notations Made BY Date Approved by.Public 'Works Department " ,q , �- :* .......... Revised: 1V 10-1977 JAMES ,jH. REID LEROY F. MIDDLETON F I L E C. WAYNE JONES STRE LLOYD H. NELSON Rea, W&d4ffa" 4"4e4i&4, 17", 0 ENGINEERS e SURVEYORS * PLANNERS 324 Main Street Edmonds, Washington 98020 e 1206) 775-3434 de j WAS December 5, 1977 File No. 7002 STORM DRAINAGE CALCULATIONS IS -Tr zaj FOR �S/ONAL 010 PROPOSED BLACK TIE FORMAL WEAR BUILDING EDMONDS, WASHINGTON Site Information Area = 0.35 Ac. Slope = 2.5% t southerly Site condition - Existing vacant lot Assume development of property to take care of own runoff. Undeveloped Runoff Calculations Overland flow velocit 1 &R,,�.6 ft/sec for nearby bare around iv/slope 2.5%. Runoff coefficient for vacant lots w/light plan t growth. .Time to concentration Tc L/(v)(6o) + 10 min = 14o/(j.6)(60) + 10 = 11.4 min Intensity = i = 1.50 in/hr @ 10 year frequency of storm Seattle curve (incl.) Q undeveloped = Qu,= CiA = **90 (1-5)(0-35) cfs Q allowable Z=gg cfs Developed Runoff Calculations Overland flow velocity = 2.0 ft/sec assuming slope @ 1.0% westerly Time to concentrationi=/Tc = 115/(2.0)(60) + 5 = 6 min Intensity = i = 2.10 n hr @ 10 yr. storm frequency —Seattle curve (incl.) Runoff coefficient weighted: Roof and concrete: C @ 0.9 w/area = 0.18 Ac. Asphalt: C @ 0.88 w/area = 0.13 Ac. Planter: C @ 0.2 w/area = 0.04 Ac. Therefore, prorating "C" = (0.18)(0.9) + (0-13)(o.85) + (o.o4)(0.2) 0.80 0.35 Q developed = Qd = CiA = (0.8)(2.10)(0-35) = 0.59 cfs MUNICIPAL ENGINEERING * WATER SUPPLY WASTE TREATMENT a SURVEYS & CADASTRAL ENGINEERING AIRPORT PLANNING & DESIGN MARINAS, PORT & INDUSTRIAL DEVELOPMENT FEASIB ILITY STUDIES 0 Storm Drainage Calculations for Proposed December 5, 1977 Black Tie Formal Wear Building (Cont.) File No. 7002 Tc CA Q 6 min. 2.10 0.28 0.59 10 1.62 0.45 20 1.05 0.29 30 0.83 0.23 40 0.68 0.19 50 0.59 o.16 6o 0.53 0.15 See h drograph for storage required' y Sizing Retention System . 105 ft3 required. Utilizing volume only, 3 1211 0 pipe = 0.7854 ft /L.F. 10" 0 pipe = 0.5454 ft3/L.F. Use 12" O'pipe Install 134 L.F. 12" concrete storm sewer 0.5% Sizing Orifice Q = 0. 32 cf s Required h to fill retention system = 1.45' Assuming difference from outlet to overflow = 2.0' Q = CdA V —2gh : 0.32 = (0.62)(A)( Y (64.4)(2) 2 A = 0-32 = 0.04548 ft 2.88 in. orifice 7 -OM- If 3" orifice is used h will decrease. 2 0.32 2 0/29 = ((0.62)(0.04-91)')/64.4 = 1.,721 h Q Use 3" orif ice w/h to overf low = 1.72' tri Ilk' If I.A2 APLII'-:.NDIX ES-1. F1' DATA TOR'VARIGUS REV., RM!C' 'R. li . ERIODS ..D AT SEATTLE, WASHINGTON i� t Dur Lon Int6nslty Intensity Duration M n u I- es, Tnch-� .,).2r HOUr Minutes Inches r)-:!r Y_- 0 Yr 25 Yr Yr 2�' Yr 5 1.83 2.23 2.72 40 0.53 0.68. 0.82 6 1-.70 2,10 2.55 42 0.57 0.65 0.79 7 1.56 -:.1.97 2.41 44 0.56 0.63- 0.77 8' 1.47 1 . .8 . 5 2.25 46 0.54 0: 63 0.75 9 1.39 1.73 2.0 9 48 0-5� 0..61 0..73 10 1.11 1. 6.j 1.96 50 0.51 0. ' 59 0.71 11 1.24 1.53 1-86 52 0.50 0.58 0.70 12 1-19* 1.46 1.77 54 0.49 0.57 0.6G) ..13 1.14 1.4-0 1.70. 56 0.48 0.56 0.68 14 1 -10 - 35 1.63. 58 0.47 0.55' 0.66 1.07 ;1.30 1.581. 60 0.451, 0.53 0.64 16 1.03 1.�5 1.*Si 65 0.43 0.50 0.60 17 1.00 1.20. -1.46 70 0.41 '48 0. .0.58 0.97 1.15�- 1.39 75 0.38 0-45 0.55 19 0.93 1.;10* 1.33 so -0.37 0.44 0.53 20 0.90 1.05. 1.27 85 .0.36 0.42 0.51-1 21 0.;;7 1.01 1.22 90 0.35 0.41 '0.50 22 0.34 0.98 1.18 5 0.34 0.40 0.48 23 0.3i 0.96 1.16 100' 0.34 0.39, 0..:,-7 24 0.81 0.94. .1.14 105 0.33 0.38 0.45 25 0.79 0.92 11.11 110 0.32 0.37 0.46 26 0.77 01.90 1.09 115 0.31 0.36 0.44 27 0.75 0.88 1.06 2 Hrs' 0.31* 0.35 0 . 42' 28 0.73 0.86 1.04 3 Ers 0.25 .0.28 0.33 29 0.72 0.. 8 5.'. 1.02- 6 Hrs 0.18 0.20 0 2,1 30 0.70 *0.83., 1.00 12 ars 0.13 0.15 0 -7 .1 32 0.67 ke 0.7§' 0.9s is Hrs '0.11 0.12 C.-e- - 34 0.64 0.75 0.91 24 Rrs 0.10 0.11 0.13 36 0.62 0.12 0.-87 38 0.60 0.70 0.85 I W, a JAMES H. REID LEVY F. MIDDLETON &'WAYNE JONES L LOYD H. NELSON FILE STREET 1"o ENGINEERS * SURVEYORS * PLANNERS 324 Main Street 9 Edmonds, Washington 98020 * (206) 775-3434 December 5, 1977 File No. 7002 STORM DRAINAGE CALCULATIONS FOR 'ROPOSED BLACK TIE FORMAL WEAR BUILDING EDMONDS, WASHINGTON Site Information Area 0.35 Ac. Slope 2.5% t southerly Site condition - Existing vacant lot Assume development of property to take care of own runoff. Undeveloped Runoff Calculations Overland flow velocity = 1.6 ft/sec for nearby bare around w/slope 2.5%. Runoff coefficient = 0.,60 for vacant lots w/light plant growth. Time to concentration - Tc = L/(v)(60) + 10 min = 14o/0.6)(6o) + 10 = 11.4 min Intensity = i = 1.50 in/hr @ 10 year frequency of storm - Seattle curve (incl.) Q undeveloped = Qu = CiA = (o.6)(1-5)(0-35) = 0.32 cfs Q allowable = 0.32 cfs Developed Runoff Calculations Overland flow velocity 2.0 ft/sec assuming slope @ 1.0% westerly Time to concentration Tc = 115/(2.0)(60) + 5 = 6 min Intensity = i = 2.10 i n hr @ 10 yr. storm frequency - Seattle curve (incl.) Runoff -coefficient weighted: Roof and concrete: C @ 0.9 w/area = 0.18 Ac. Asphalt: C @ 0.88 w/area = 0.13 Ac. Planter: C @ 0.2 w/area = 0.04 Ac. Therefore, prorating "C" = (0-18)(0-9) + (0-13)(0-85) + (0.04)(0.2) = 0.80 0.35 Q developed = Qd = CiA = (0.8)(2.10)(0-35) = 0.59 cfs MUNICIPAL -ENGINEERING 9 WATER SUPPLY WASTE TREATMENT SURVEYS & CADASTRAL ENGINEERING A.IRPORT PLANNING & DESIdN MARINAS PORT & INDUSTRIAL DEVELOPMENT FEASIBILITY STUDIES Storm Drainage Calculations for Proposed Black Tie Formal Wear Building (Cont.) Tc CA Q 6 min 2.10 0.28 0.59 10 1.62 0.45 20 1.05 0.29 30 o.83* 0.23 40 o.68 0.19 50 0.59 60 0.53 .0.16 0.15 See hydrograph for storage reqpired. Sizing Retention System 105 ft 3 required. Utilizing volume only 3 12" 0 pipe = 0.7854 ft /L.F. 10" 0 pipe = 0.5454 ft3/L.F. Use 12" O'pipe Install 134 L.F. 12" concrete storm sewer @ 0.5% Sizing Orifice Q = 0.32 cf s Required h to fill retention system = 1.45' Assuming difference from outlet to overflow = 2.0' Q = CdA V —2gh : 0.32 = (0.62)(A)( Y (64.4)(2) 2 A = 0.32 = 0.04548 ft = 2.88 in. orifice 7.0363 If 3" orifice is used h will decrease. h =(Q 2 0.32 2 -EJ—A)/29 = ((0.62) (0.0491)) /64.4 = 1. 72' Use 3" orifice w/h to overflow 1.721 December 5, 1977 File No. 7002 lo A .1 j m 4.1 Los: 1: 1 V1 4f 44, A If 1-1 . r 14 41 1 APPE.NDIX B-1. 1: F-r�Er)rTF-NCY-'NTFr3- J-TITY-DURATIOU DATA FOR VARIOUS. RE C 11 R.R-r- N C PERIODS AT SEATTLE, WASHINGTON Duration Int6nsity intensity Duration nu to 5 Tnch-.-:3 )-�r Hour Minutes, Tnc'no3 Nour 5 Y- 10 Yr 25 Yr Yr 1.0 Yr 2 5 1.83 2.23 40 '53 0. 0.68 0.82 6 1-.70 2,10 .2.72 2.55 42 .0.57 0.65 0.79 T.- 1.56 -.1.97 2.41 44 0..56' 0.63 0.77 1.47 1.85 2.25 46 0.54 0:63 0.75 1.39 1.73 2-.09 48 0.52 0..61 0.73 10 1.11 1. 1.96 50 0.51 0., 59 0.71 11 1.24 1.53 1.86 5 2 0.50 0.58 0 70 12 1.19 1.46 1.77 .54 0.45 0.57 0 67) ..13 1.14 1.4-0 1.70 .56 0.48 0.56 0.68 14 1.10 1. . 35 1.63. 58 0:47 0.55 0.66 15 1.07 1.30 1.58 60 0.45, 0.53 0.64 16 1.03 1.�5 1.'51 65 0.43 0.50 0.60 17 1.00. 1.20. -1.46 70 0.41 0.48 .0.58 18 0.97 1.15' 1.39 75 0.38 0.45 0.55 19 0.93 1.10* 1.33 .60 -0.37 0.44 0.53 20 0.90 1.05, 1.27 85 0.36 .0.42 0.51 21 0.,37 1.01 1.22 90 0.35. 0.41 0.50 22 0.34 1.18 9 . 5 0.34 0.40 0.48 23 0,31 0.96 1.16 100 0.34 0 .39 0. 4 7 24 0.81 0.94 .1.14 105 0..33 0.38 0. ':!5 25 0.79 0.92 1.11 110 0.32 0.37 0.46 26 01.90. 1.09 115 0.31 0.36 0.44 27 0.75 0.88 1.06 2 H r s 0.31 0.35 0.42 28 0.73 0. '86 1.04 3 Ers 0.25 0.23 0.33 29 0.72 0. 85." 1.02- 6 Hrs 0.18 .0.20 0 . 21,1 30 0.70 0.83.. 1.00 12 Ers 0.13 0.15 O.i7 32 0.67 0. 7§'�' 0-9� 18 Hrs '0.11 0.12 34 0.64 0.75 0.91 24 FIrs 0.10 0.11 0 13 36 0.62 0.72 0.,87 38 0.60 0.70 0.85 7.0 63.0, 0 PROPOSED Const. C.1, !2 Top 349.30 BUILDING —42 Inv. 345.95 --o 0 0 Finish Floor Elev. W LO 350.00 z J 0 jL cu 3C co cu (1) E z 0 0 J cli IL U: NOTE-. 12 14 Ga,.HelicalAlum.or Z _j 14 Ga. Golv. C,M.P. may be used in Co 50. 0' place of Con.c. Pipe. Li conc. SIDEWALK 8 cc Const. C 'Top 356BjO\ Uj 2- onst. C. I. Const. 4 L. F. 12 "Conc. Storm Sewer < Top 348.75 Inv 345.52 _j Inv. 345.76 a 1 0. 50 oy, (S e 6D e I a i I �ee 6- 0 100.0, cli '0 _j (D oj U� U-) 72nd AVE. We Ex. Mi Top 351.3 8 00 Inv. 343.93 r EDGE EXIST. ASPH. PAVEMENT 0 '*,EX. 8"CONC. SAN. SEWER U) 0 C: Ex. St. Mi '0 /"Top 350.88 In S 3,�l 53 PI —EX. CURBS GUTTER EX. SIDEWALK S I T E PLAN SCALE I"= 20' NOT.E: EXISTING, UNDERGROUND FACILITIES HAVE BEEN, SHOWN 001� THIS DRAWING FOWTHE PURPOSE Of ASStSTING THE CONTRACTOR I N LOCAT OG SAJ 0: OAC I L I T I ES,,'(N THE� F -ELD. WE CONTRACTOR, SHALL BE RESPONSIBL,E-,FO NG'AC E tHtCki TVAL LOCAT4ONt-ANjhE.FI'LD AND tHECKINq wITH APPROPRIATE,AGENOES'�tHAT MAY HAVE� UNDERGA UND FACILITIES WITHIN THE PRO" T R ECT LIMITS. THE.'CCN.RACTO* ELY RESPONSIBLE,,FOR ANY,DAMAGE TO UNDER—, $HALL BE ' L ' GROUND �MCI.L.ItIES RESULTING FROM HIS OPERATIONS.' 11 Top 350.50 o77Y� 48 Maintenance Chain ..6 12"Conc. ---Cascade Oil Restr'ictor -cli Mod. OR 12 or Equal 12" C o 1`1 C. 12" Conc. Inv.345.52 z 3" Orifice 0 CATCH BASIN WORIFICE DETAIL S C A L E I /�g = 1 '0 STREET RLE CITY OF EDMONDS P. W. DEPT, F.NGINELRINQ DIM, EXAMINE By ,REMARK, STO.RM WATER R ETF NTION. PLAN �FOR BLACK TIE FORMAL WEAR, BLDG. LYNNWOOD, WASHINGTO,N Reed,. Nedd&eaa ENGINEERS 0 SURVEYORS. PLANNERS 324 MAIN STREET, EDMONDS. WASHINGTON DRAWN ECKED DATE OK,j SCALE FIILE NO. IFIELD 80 7002 A R. M. A CLHS Dec. 7, 1977 418 A S SHOWN I I I sHEET OF