The URL can be used to link to this page

221 4TH AVE N.PDF5026 221 4TH AVE N io ORIV /7- CXP1,eE,5 SIDE SEWER PERMIT CITY OF EDMONDS N 9,048 L( Address of Construction: Property Legal Description (Include all easements): Lb cic. G GAmc*AS Lf,7V ()O� PA 64-- ;t 6 _K00V- UP W A 1> =Ixi S-VA UU0 To <:4-,ALL00 Owner and/or Contractor: A Ut�,, ST State License No. A L E C r 0 Building Permit N o. Cl 0 5/ e'�P 72!&7 0 Ic 11 Single Family Invasion into City Riglht-of-Way:A No 11 Yes 13 Multi -Family (No. of Units—) RW Construction Permit No. Commercial Cross other Private Property No El Yes 11 Public' Attach legal description and copy of recorded easement I certify that I have read and shall comply with requirements Date as indicated on the back of the Permit Card. EDMON6 -r[?EA rfo� "S S P P LANr; CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATIO OFFICE USE ONLT: FOR INSPECTION CALL 771-SM, PUBLI Permit Fee: Issued By Trunk Char Date Issuedi— ,ge Assessment Fee: Receipt No.: Lid No.: — Partial Inspection: Comments Reason Rejected: C Final Inspection Approved:., Date#--- (f Cc n itial ORKS DEPT. * DateZ4�4-9 Initial C,f Date —Initial PERMIT MUST BE POSTED ON JOB SITE White Copy: File Green Copy: Inspector Buff Copy: Applicant Revised 3/90 The City of Edmonds Side Sewer Drawing EASEMENT NO. � ........................................... NEW CONSTRUCTION [-] REPAIRS [j;�' LID NO . ................... ASMT. NO . ................ OWNER ................................................................................................ CONTRACTOR --- L) --- cn. te. .......... a ................. I ............... PERMIT NO. JOB ADDRESS .... LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ........................... .......... 4t, e- /�/ ......................................................... ON Approved: �WW-0001 -11/75 (REV. 11/78) DATE ..... fizlk-ll ... ................. By .... ------------------------ C 0 ity .' f. EdmondtS -OF-WAY CONSTRUCTION. PERMIT 2 0% Permit Number. JUL Issue Da te: A. Address or Vicinity of Construction: B. Type of Work (be specific): UTI L i r/ co',iA.�e-c"ro�JS C. * Contractor: -ro dd /-/6 ni es Mailing Address: 4?06 -1 48�'A �* State Li cense #: Todd *_r * 052 MI_ D. Buildin'g Permit # (if applicable): '?C/7�0 3 3 5 Contact: Phone: 5-- 24 5- —.3 0.3 Z—. Liability Insurance: Bond: Side Sewer Perrmit #. (if applicable): E. Commercial Subdivision E] City Project E] Utility (PUD, GTE, WNG, CABLE, WATER) Multi -Family Single Family Other INSPECTOR: W o rrc.,-rr- INSPECTOR: .F. Pavement or Concrete Cut Yes ANO G. Size of Cut: x H. Chargq�_$ APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this applicationto hold the City of Edmonds harmlessfrom injuries, damages, or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against. 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 and allorneyfees by reason of granting.1his permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP ANDAIATEkIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPEC- TION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREETPATCHIS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT Two sets of construction drawings 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..'. Al I street cut trench work shal I be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read ihe,ab6ve statements and understand the permit requirements and the pink -copy of the permit will be available on site at all timerfo_rin_�Xctioapu jposes. Signature: Date: -7 — to Contraluo or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY. RIGHT OF WAY FEE: TIME AUTHORIZED: VOID AFTER DAYS DISRUPTION FEEIFUND I 11: _SPECIAL CONDITIONS: RESTORATION FEE, T OTAL FEE: RECEIPT NO.: ISSUED BY: NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. 6:W 1997 FIELD INSPECTION NOTES Comments:, Diagram. (Fund 111 - Route copy to Street Dept.) CONTRACTOR CALLED FOR INSPECTION EIYES El NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: CF .jV50 MM 139 FtV Cf DEVELGOIFTMyEONFT ESDENN" STREE ti' F�LLE STORM DRAINAGE REPORT for the UPTON MEDICAL CLINIC �-1 MEDICAL OFFICE BUILDING 221 4th Ave N Edmonds, Washington prepared by John W. Mellor, P.E. -op.r-%q - mz%� q- I Expins 2/24/99 1 �'-- ck OL , DEVELOPED PROPERTY This project will convert an existing house to a medical office building with parking contained at the west end of the property. The new parking area for 8 vehicles will cover 2,450 sq ft of the site. Due the small amount of square footage of the parking area, I was advised by Don Fiene to use the standard tables for design of the required detention system and that water quality would not be an issue for this project. Detention Reguirements Detention for the subject project will be provided for in a detention system using 52' of . .. ..... 15."..CMP and 2 type 1 catch basins. This detention system provides a storage capacity of 68 cu ft Water Qualit Addressing water quality concerns is not necessary due to the size of the parking area. Offsite Drainage Offsite runoff has little or no impact on this project. . -, C-06-4KVIC ('c)/Yp,e,i.s low 7v C71?y�-AE �fr".`REE TFIL E A N 1 0 cu VIVI NTER IM 1 �9 �9 f>A-T 10 4 U\i OITE PLAN...,.-.. I�J-6�4 -SnFW,5114�5 .4 -229 lit �e- 5,5 P- 11. A.v -'. /1/., eot-pesz 0 O'Y'0A'2pRA4,jt4 q 3 q P05.- P) . — =po,/ rcv% t- N:�P6 From: C�—�!?� Washington NaturalGas' Date: -7 12- 1cl Avva��tonEreWCcnpww �-k CA-) N7- L"3 F- cue- es-z- - - -q- - v lsc-fc) pc�f �-e� vvNAt K) Rk—= v cl-(O \j Qzt� 2 , Z 1:4- - -Z <D lb 0 RECEIVED J U L 2 4 1991 ENGINEEMING STIREET FILE 77M 144 f1t 'OT,Y�01` EDMONDS COMMUNITY SERVICES DEPARTMENT.' RiGHT-bF-WAY CONSTRUCTION PERMIT A. * Owner: Washington Natural Gas Company Z U JITe Mercer Street Mailing Address Seattle, WA 98111 City. State Zip B1. e Contractor: Permit No. Issue Date �2 Name. .Mailing Address City State - Zip State License Number Telephone Number C. 9 Address or Vicinity of Construction: 221 4 Avenue North Type:of Work to be Done. Permission is requested to Instal1l 1/4" PE IP Main in Alley between 3 Avenue North and 4 Avenue North and Edmonds Street and Bell Street. Per Attached Drawing: 912-784A (IR 6043-3y_(I_�_ D. 0 Work in Connection With: 0 Sub or Plat 0 Single Family .0 City Projects 0 Commercial 0. Multifamily IN Utility E. 0 Pavement Cut: 0 Y [y_J N F. 0 Size of Cut: X APPLICANT TO READ AND SIGN 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, forseen or unforseen, that may be made against 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,-sts, and atwqey granting this permit. reason of THECONTRACTOR 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: • A 24 hour notice is required for inspection; Please call Engineering: 771-3.202 • Work is to be inspected during pr ogress 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. • All street -cut ditches must be patched with asphalt or City approved material prior to end. of working day; NO EXCEPTIONS. I understand the above and that this permit m ust be available at the job site for inspection purposes at all times. Signature: Date: JulY 13, 11991 Owner or Contractor A This Permit Mustbe Posted at the Job Site For Inspection Purposes Call DIAL -A -DIG Prior to Beginning Work APPROVED BY: ISOY VV Time Authorized: Void after days. Special Conditions: 14 A - RELEASED BY: �W Date PERMIT FEE: Restoration Fee: Receipt No.: — Fund III Fee:_�_ Street Cut Dimensions:. — x — = $ INSPECTED BY Date NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE Lng. uiv. iviarcn ivoy FIELD INSPECTION NOTES (Fund I I I - Route copy to Street bept:) Comments: Diagram: CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO Partial Work lnsp��tion by P. W.:-. Work Disapproved By: Date: F. INAL APPROVAL BY: Date: Eng. Div. July 1985 45'5 FY NO, DESCRIPTION DATE I BY AF �REVISIONS NOTES 1. FIELD LOCATE: ALL .-UTI UTI ES CALL 1-800-42.4--5555 48 HOUR5 BEFORE DIGGING 2. LAY DErECT WARNING WIRE 0V-ER . . ALL PE DIRECr BURIAL PIPE. 3. IN5TALL ONE POUND ANODE FOR EVERY 1000'OFLOCATING WIRE. 4. SURVEY NOr REQUIFlE.D. S. MAINTAI rq A 5'HOR17-ONTAL AND 5'VERTICALC,I E4RANCE FROM ALL CrrY UTI LM ES. 9 12-- -/la4 Zu \41--ITY OF EDMONDS (f 6MMUNITY SERVICES DEPARTMENT RIGHT-OF-WAY CONSTkUCTibN PERMIT Z U 1:4 0 L1. A. *Owner: DICH D t rc_ns Name — 12 / a t- h 'i /V, Mailing ldresq d City State Zip C. e Address or Vicinity of Type,of Work to be E D. 0 Work in Connection With: E. *Pavement Cut: ElY eN Permit No. RECEIVED Issue'D . ate 17- AA; A: I i'. A • Sub or Plat • Commercial F. 0 Size of Cut ajdti Name — E Vc- rq A e- C&_L44 MailinkAddres I ' y City State Zip 5V_—E9f15:3e)1 3 - _'�:s State License Number' Telephone Number P'llingle Family 0 Multifamily _x 0 City Projects El Utility APPLICANT TO READ AND SIGN 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, forseen or unforseen, that may. be made against 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 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. • A 24 hour notice is required for inspection; Please call Engineering: 771-M2 • Work is to be inspected during progress and at completion. • Restoration to be in accord i ance with City Code. • Street to be kept clean at all times. • Traffic Control to be in accordance with City regulations. • All street -cut ditches must be patched with asphalt or City approved material prior to end of working day; NO EXCEPTIONS. I understand the above and that this permit must be available at the job site for inspection- purposes at all times. Signature:. Date: Owner or Contractor This Permit Must be Posted at the Job Site For Inspection Purposes Call DIAL -A -DIG Prior to Beginning Work APPROVED BY: k (,C Time Authorized: Void after —days. Sbecial Conditions: PERMIT FEE: Restoration Fee: Receipt No.: Fund I I I Fee: Street Cut Dimensions- x INSPECTE D BY RELEASED BY: /kc Date Date—P) NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div. March 1989 7--.-7 7"�-.':-71 �7� V --T Ak FIELD INSPECTION NOTES (Fund 111 Route copy t 10 Street Dept,,.)fd�, Comments: I Diagram: CONTRACTOR CALLED FOR INSPECTION' 0 YES 0 NO Partial Work Inspection by P. W.: Work Disapproved By: Date: - FINAL APPROVAL BY: Date: Eng. Div. July 1985 ^v:��Qj-noH (+ FAftnAL- �VV Fq-CDOR) 'In Z. 001 City of Edmonds CRITICAL AREAS CHECKLIST The Critical Areas Checklist. contained on this form is to be filled out by any . person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, 'or may be, present on the subject' property. The information needed, to complete the Checklist should be easily available,from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a detennination of the subsequent steps necessary to complete a development permit application. Please subrnit� a vicinity map along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent infon-nation (e.g., site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner/Applicant: (J�T(b Name e7\ C�- Street Address — Wk city State Zip Telephone Signature Date Applicant Representative: Name Street Address city State Zip LA -z c3 - -7L(�; - -3 o -3 a Telephone Signature Date <:�L--Z4 - q � creception\janakad.doc (over) cA FILE No. 3S Critical Areas Checklist ---------------- --------------------------------------------- Site Information (soils/topography/hydrology/vegetation) I . Site Address/Location: =I - Lk "I- �� 0-�f_ �3 C) 2. Property Tax Account Number: . L4 -3 44 Lf 'OOS' '(noq 006p, 3. Approximate Site Size (acres or square feet): 4. Is this site currently developed? yes; — no. If yes; how is site developed? \,W!� ui_ GF�"tw- 5. Describe the general site topography. Check all that apply. Y� - Flat: less than 5-feet elevation change over entire site. to f1l, - 4 Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 1 O-feet over a horizontal distance of 3 3 to 66-feet). Steep: grades of greater than 3 0% present on site (a vertical rise of I O-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: jJOtA_ Approx. Depth: 7. Site contains areas of seasonal standing water: tQ 00k, Approx. Depth: What season(s) of the year? 8. Site is in the floodway floodplain of a water course. 9. Site contains,5 creek or an area where water flows across the grounds surface? Flows are year- ^ce_Chk.doc; Rev 10/03/97 Inc.1sq'I , 1. October 2, 1998 Kathy Upton 221 4 th Ave. North Edmonds, WA 98020 ,CITY OF EDMONDS BARBARA FAHEY MAYOR 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 comMUNITY SERVICES DEPARTMENT Public Works e Planning/Building e Parks and Recreation - Engineering * Wastewater Treatment Plant Subject:' Determination regarding Critical Areas Checklist # 98-238 Dear Applicant: Enclosed please find a copy of.the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City is located on the reverse -side of the form (bottom of page). It is,vqry important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records. IMPORTANT INFORMATION TO BE NOTED: PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MA Y NEED TO SUBMIT ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIS OR CRITICAL AREAS STUDY. The 'DETERMINATION' for the Critical Areas Checklist you submitted is a. site -specific determination not a project -specific determination. You must submit a -copy of the CRITICAL AR EAS CHECKLIST and DETERMINATION WITH ALL PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED. Permit applications include the following: Building Permits Conditional Use Permits Subdivisions -o-Variances Applications to the ADB* Land Use Applications Any other development permit applications. Enc: Critical Areas Determination * Architectural Design Board Thank you. Sharla Graham Planning Secretary C:Reception\Jana\CRLTR.doc Incorporated Augusi 11, 1890 0 Sister Cities International — Hekinan. Jaoan The City of Edmonds Side Sewer Drawing EASEMENT NO . ............................................ 214-00600 NEW CONSTRUCTION n REPAIRS F� LID NO . ............... .. ASMT. NO . .................. OWNEP. ...... ...... .......................... CONTRACTOR ----------------------------------------------- .................................... PERMIT NO - -------------------- JOB ADDRESS ----- 2-2.1 --- :7 ---- /4-T-H .. AVE-.-.-N --------------------------- ........ LEGAL DESCRIPTION: LOT NO - ------------------------------ ....... BLOCK NO - ------------------------------- ............................................ ............. ------------------------------------------------------------------------------------------------------- NAMEOF ADDITION -------------------- .................................................................................................. DYE TESTED ON SEWER Approved: 11 - 1RV - . . ................ ..................................... AVE �j To -I Lyle Chrisman From: John Mellor Lyle, I made sure that they remove sufficient asphalt to insure, a least theoretically, that the minimum thickness of asphalt overlay is I". Thanks, call me if you have questions, 775-5317. John R F .CF .IVSD j4% 7 - 7UN SNOINEERING EX CB, TYPE 1 GE 100.00(Assumed) IE 98.30 EX CB, TYPE 1 EX. GARAGE USE EXISTING TYPE EXTRUDED CONCRETE CURBING TO CAPTURE RUNOFF FROM PARKING AREA CB#1, TYPE 11, 48" A GE 100.66 Lp IE 98.45 60.00' EX. PARKING AREA 12" x 2.5" ASPHALT BERM TO DIRECT ALLEY RU OFF TO CB ey CJ7 USE EXISTING TYPE EXTRUDED . CONCRETE CURBING TO CAPTURE RUNOFF FROM PARKING AREA Ln L B#2, TYPE 1 C IL GE 100.68 I E 9 8.71 '-AREA NEW 1ASPHALT,,..,....... 5 646 SO FT EXISTING ASP ALT TO BE REMOVED IN co RAISE EXISTING, "CLEAk OUT" - TO LEVEL OF �EWLY ADDED THE DOUBLE HATCHED AREAS. ASPHALT 00 ASPHALT ... WILL THEN BE' APPLIED TO THE ENTIRE ........ ...... ........ ..... 2 6 HATCHED ARE"A AS SHOWN. ..... ... . CES WILL BE (D ALL LINES/EE SAW CUT. ALL EDGES BETWEEN NEW AND OLD ASPHALT 00 .0, D. 01 WILL BE SEAL. 7 3 1 - --Nw-j i I _� 17D 6" EXTRUDED CONCRETE CURBING (TYPICAL) BARRIER IFREE CD 4 PARKING ISIGN 8 MOUNTED ON FENCE HANDICAP GARBAGE DUMSTER STALL 0 *I,,jDF,A1Lc PEC)IjiPED 011 Mp`_�. WI�H SLOPE'_�, 1 20 FRIA v a - Af '�?ECEIVED I A N -7 — ) q on, ENGINEERING 0 0 MIEMORANDUIVA 'POP, Date: April 26, 1999 To: Planning Division From: Gordy Hyde, Development Services EngineerqaV Subject: Convert house to office for Upton at 221 — 4 Ih Ave. N. (ADB-99-29) The Engineering Division reviewed this application and has the following comments. The City Engineer must approve a site plan designed by a licensed professional civil engineer prior to construction. Surface water management in accordance with ECDC 18.30 as indicated in revised submittal to include detention for outside parking area. The applicant should work with the Public Works Department/Water and Sewer Division to determine backflow requirements. The application is now complete for Architectural Design Board action. City of Edmonds Development Services Department MEMORANDUM Date: April 16, 1999 To:. Don Fiene, Hydraulics Engineer Jamal Mahmoud, Traffic Engineer From: Gordy Hyde, Development Services Engineer Subject: ADB Application for Upton at 221 — 4 Ih Ave. N. (ADB-99-29) The Engineering Division received the attached additional information for the subject application on April 15, in response to your earlier comments. I have attached a copy of your earlier comments. Please review and return you written comments to me by April 28 for inclusion into a memorandum to the Planning Division. Thank you for a rapid response. (0 k- -�� V C�(.Jr�- City of Edmonds Development Services Department STORM DRAINAGE REPORT for the UPTON MEDICAL CLINIC MEDICAL OFFICE BUILDING 221 4th Ave N Edmonds, Washington Prepared by John W. Mellor, P.E. RECEIVED APR 14 1999 PERMIT COUNTEFj DEVELOPPn PPr)D=DTY This project will convert an existing house to a medical office building with parking contained at the west end of the Property. The new parking area for 8 vehicles will cover 2,450 sq ft of the site. Due the small amount of square footage of the parking area, * I was advised by Don Fiene to use the standard tables for design of the required detention system and that water quality would not be an issue for this project. s Detention for the subject project will be Provided for in a detention system using 55' of 15" CMP and 2 type I catch basins. This detention system Provides a storage capacity of 68 cu ft Water Quality Addressing water quality concerns is not necessary due to the size of the parking area. Offsite Drainage Offsite runoff has little or no impact on this project. EX CB, TYPE 1 GE 100-OO(Assumed) IE 98.,30 CB#1, TYPE GE 100.75 cp, IE 98.50 A, C13#1, TYPE 1-*I- GE 100.75 18,-o" - -- ---- 24'-0" IE 98.775 18'-o" 60.00',,,-" 5 15' LC �p @ 0.50% 2.- 16--o" 2 00 PARKING LOT AREA - ------- 2,437.1 SQ FT EXISTING HEDGE 5 TO BE REMOVED 00 2 6 EXISTING GARAGE TO BE REMOVED� no 3 7 6'i EXTRUDED CONCRETE 4 8 CURBING (TYPICAL) GARBAGE DUMSTER 0 OW-0, EXISTING 0 COVERED PORCH 0 6 CONCRETE SIDEWALK MAX. SLOPE 1:20, Exist* ing Ln Building I CUkAd. &j 0 2111,i �M W"Ic APR 14, PERM"' EXISTING COVERED PORCH �Loa3 UTF- Z-1q-99 I 11 I I I Alley 181-011 24'-0" r- - - - - - L- - - - - - - - - EXISTING GARAGE EXISTING HEDGE TO BE REMOVED TO BE REMOVED 2 ro" EXTRUDED L CONCRETE 4 r-UR51NG'(TYI-IC:AL) EXISTING COVERED PORCH GARE DUMS CONCRETE ............ ............ .... ....... I .......... ............... ...... .. ...... SIDEWALK MAX. SLOP 1:20 .... .... . . ... . ....... ...... ........ TO COMPL" WASH INGTO WITH ... ..... ............. .......................... . . .... . .. ........ ............ .......... .......... ... .... .................. ... T757ATE BARRIER F PEE CODE FO R BUILDING ....... ........... ...... ... ......... ACCE551BI ITY ... .... . . .... . . ... .............. ...... . . . ... ......... . ......... .. . .................... ....... .......... ..... .... ........ ............ ........... Y) J." 4th Avenue North 0 0 MEMORANDUM Date: April 16,1999 To: Don Fiene, Hydraulics Engineer Jamal Mahmoud, Traffic Engineer From: Gordy Hyde, Development Services Enginee�A- Subject: ADB Application for Upton at 221 — 4 Ih Ave. N. (ADB-99-29) The Engineering Division received the attached additional information for the subject application on April 15, in response to your earlier comments. I have attached a our earlier comments. Please review and return you written comments to me by ril 28 for inclusion into a memorandum to the Planning Division. 2!9 Thank you for a rapid response. C. A&; LOIA City of Edmonds IV41 Development Services Department TODD NbMES* 1800 - 148TH ST. S. E. MILL CREEK, WA 98012 (206.) 745-3032 - (206) 338-0783 APRIL 14'r" 1999 CITY OF EDMONDS MEG GRUWELL, AICP PLANNER 1215"' AVE NORTH EDMONDS, WA. 98020 SUBJECT: ADDTIONAL INFORMATION FOR ARCHITECTRAL DESIGN BOARD REVIEW DEAR MS GRUWELL ADDRESSING THE ITEMS PER YOUR LETTER I - TRAFFIC REPORT; THIS IS A ONE DOCTOR OFFICE, WITH A STAFF OF ONE OFFICE PERSON AND ONE DOCTOR, SEEING BETWEEN 10 AND 14 PATIENTS NURSE, ONE PERIOD. I DO NOT BELIEVE THIS AMOUNT OF TRAFFIC WELL HAVE INA8HR ADJACENT PROPERTY OWNERS OR CITY AN IMPACT ON . 2 SPECIFY THE DRIVEWAY SLOPE NOTE THIS IS PART OF CIVIL DRAWINGS THAT ARE ATTACHED. 3. NUMBER OF DOCTORS USING THIS OFFICE IS ONLY ONE (1). 4� ALREADY HAVE PROVIDED THE 81/2 X 11 REpRODUCABLE Copy. J 5- PLOT PLAN SHOWS TRASH SCREENING AND LENGTH OF BUILDING MAIN ENTRANCE. 6. ELVATION ATTACHED SHOWS LOCATION OF SIGN. 7. NO CHAGES To OUTSIDE OF STRUCTURE 8. AGAIN! No CHANGES To OUTSIDE OF STRUCTURE 9. LANDSCAPE PLAN PROVIDED 10. EOFNCTLEOESCEIDTYAERENGTEBqEEECIPVIALNDDRTAHWEINpUGBSLTI'HCAWTOWREKRSEDPERpEAPRAREDWrM THE GUIDENCE TNMNT, 1999 1--Q, (30UNTER EX CB, TYPE 1 GE 100-OO(Assumed) IE 98..3o -- --------- CB#l, TYPE 1-L GE 100.75 IE 98.50 A 18' 0" 2 A 24'- 60.00' 55' I—cmp @ 0.50% ......... 1.6 0 2 PARKING LOT AREA -------- 2,437.1 SO FT 5 I F 2 6 EXISTING GARAGE TO BE REMOVED 3 7 0 1 4 8 00 �o EXISTING 0. COVERED 6 PORCH I - J11- CONCRETE SIDEWALK MAX. SLOPE 1: 20 -- H12 0 0 Existing ing in B u i I d EXISTING COVERED PORCH . 1 60.00' GARBAGE DUMSTER 0 CB#l, TYPE GE 100.75 IE 98.775 EXISTING HEDGE TO BE REMOVED 6" EXTRUDED CONCRETE CURBING (TYPICAL*) RECEivjED APR 14, PEW- CUNik. Ljt, wo �L#,Q bap, Z-11;.99 r-ALE 0 . 6 MEMORANDUM I/ Date: March A 1999 To: Gordy Hyde, Development Services Engineer From: Jamal Mahmoud, Traffic Engineer j /iA Su�ject: ADB A2plication for Upton at 221 — 4"' N. (ADB 99-29) (Plan Check In order to complete your application, the following traffic issues should be addressed: 1. Submit traffic report k Q04.4W, 2. Please specify the driveway slope and cross section t"A 3. Please specify number of Doctors would be using the new facility. Thank you. City of Edmonds 'W Community Services Department Engineering Division F:\ENGRVAMAL\Gordy-DR\A99-29.DOC 0 0 V- ED Af ell Ar un Date: To: From: Subject: MEMORANDUM April 15, 1999 Gordy Hyde Development Services Engineer Meg Gruwell Planner RECEIVED APR 15 10 ENGINEERING Architectural Design Board File ADB-99-29 Update Attached please find a letter addressing trip generation and traffic, a storm drainage report, parking lot plan and elevation for Architectural Design Board file ADB-99-29. This is the tenant improvement for Dr. Upton's doctor's office located at 221 — 4 1h Avenue N. and this information has been submitted in response to your request. In case you are looking for the driveway cross section, I swear that I have sent you a copy of everything submitted, and I did not find it either. Please let me know if the application is now complete, and what Engineering's comments are. Thank you. If you have any questions, please call me at extension 330 on Monday, Tuesday (afternoon) or Thursday. STORM DRAINAGE REPORT for the UPTON MEDICAL CLINIC Ft� MEDICAL OFFICE BUILDING 221 4th Ave N Edmonds, Washington prepared by John W. Mellor, P.E. RECEivED APR 14 1999 PERMIT COUNTER :�" _r 9 0 DEVELOPED PROPERTY This project will convert an existing house to a medical office building with parking contained at the west end of the property. The new parking area for 8 vehicles will cover 2,450 sq ft of the site. Due the small amount of square footage of the parking area, I was advised by Don Fiene to use the standard tables for design of the required detention system and that water quality would not be an issue for this project. Detention Reauirements Detention for the subject project will be provided for in a detention system using 55' o.f 15" CMP and 2 type 1 catch basins. This detention system provides a storage capacity of 68 cu ft Water Quality Addressing water quality concerns is not necessary due to the size of the parking area. Offsite Drainage Offsite runoff has little or no impact on this project. TODD HOOES 1800 - 146TH ST. S.E. MILL CREEK, WA 98012 (206) 745-3032 - (206) 338-0783 APRIL 14 TH 1999 CITY OF EDMONDS MEG GRUWELL, AICP PLANNER 121 5TH AVE NORTH EDMONDS, WA- 98020 SUBJECT: ADDTIONAL INFORMATION FOR ARCHITECTRAL DESIGN BOARD REVIEW DEAR MS GRUWELL ADDRESSING THE ITEMS PER YOUR LETTER 1. TRAFFIC REPORT; THIS IS A ONE DOCTOR OFFICE, WITE A STAFF OF ONE NURSE, ONE OFFICE PERSON AND ONE DOCTOR, SEEING BETWEEN 10 AND 14 PATIENTS IN A 8 FIR PERIOD. I DO NOT BELIEVE THIS AMOUNT OF TRAFFIC WELL HAVE AN IMPACT ON ADJACENT PROPERTY OWNERS OR CITY. I 2 SPECIFY TEE DRIVEWAY SLOPE NOTE THIS IS PART OF CIVIL DRAWINGS THAT ARE ATTACHED. 3. NUMBER OF DOCTORS USING THIS OFFICE IS ONLY ONE (1). 4. ALREADY HAVE PROVIDED THE 81/2 X 11 REPRODUCABLE COPY. 5. PLOT PLAN SHOWS TRASH SCREENING AND LENGTH OF BUILDING MAIN ENTRANCE. 6. ELVATION ATTACHED SHOWS LOCATION OF SIGN. 7. NO CHAGES TO OUTSIDE OF STRUCTURE 8. AGAIN! NO CHANGES TO OUTSIDE OF STRUCTURE 9. LANDSCAPE PLAN PROVIDED 10. ENCLOSED ARE THE CIVIL DRAWINGS THAT WERE PREPARED WITH THE GUIDENCE OF THE CITY ENGINEER, AND THE PUBLIC WORKS DEPARTMENT. ffoll W RECEIVED 41999 M 1 T (-o'0 U N T E R Uv rlm -r*,/r-lr- I JG HEDGE REMOVED rRUDED !ETE 4G (TYPICAL) EIVED 14 1] UtTOO Mtttik L CUkiia- 7-zl LJIA o �L*,ta bk-m 7-- IS-91 SCALE I % tOp .0 0 MEMORANDUM Date: March 11, 1999 To: Planning Division From: Gordy Hyde, Development Services Engineer 06�4 Subject: Convert house to office for Upton at 221 — 4fl' Ave. N. (ADB-99-29) The Engineering Division reviewed this application and has the following comments. The City Engineer must approve a site plan designed by a licensed professional civil engineer prior to construction. Surface water management in accordance with ECDC 18.30 to include detention and water quality amendments for outside parking area. The applicant should work with the Public Works Department/Water and Sewer Division to determine backflow requirements. The traffic engineer requested the following information for a complete application: 1. Submit traffic report. 2. Specify the driveway slope and cross section. 3. Specify the number of doctors using the facility. The application is not complete until the traffic engineer approves the requested information. City of Edmonds Development Services Department 0 MEMORANDUM I/ Date: March % 1999 To: Gordy Hyde, Development Services Engineer From: Jamal Mahmoud, Traffic Engineer j /A Subject: ADB Application for Upton at 221 - 4h N. (ADB 99-29) (Plan Check ) In order to complete your application, the following traffic issues should be addressed: I . Submit traffic report 2. Please specify the driveway slope and cross section 3. Please specify number of Doctors would be using the new facility. Thank you. City of Edmonds Community Services Department Engineering Division F.\ENGR\JAMAL\Gordy-DR\A99-29.DOC Alle. y lat-oll 24'-0" 60.00, L- — — — — — — — — EXISTING HEDGE EXISTING GARAGE TO 5E REMOVED TO 5E REMOVED ro" EXTRUDED CONCRETE L CUR5ING (TYPICAL) 4 G A R5 4 r-A E DUI-15TER CONCRETE - SIDEWALK MAX. 5LOP �- 1: 2 TO COMPL'. W11 WA6tHINGTOq-57 5ARRIER F E CODE FOR 5UI1 ACCE551511ITY EXISTING COVERED PORCH I P, .......... ........... .......... . . .. ............... .......... ... ................. ...... .......... .......... . ................ . . .. ......... ... ........ EXISTING ........ .. . . ..... COVERED .... ..... .......... .... PORC�4 CONCRETE "'IDEWALK ;Z. SLOF:-� 1:20 ' TO COMPL WA5HINGTO� WITH 5T,47E eARRIER FREE CODE FOR 5UILD NG ACCE8,51511-ITY 60 V1 0 c� 6� ca�-5 4th Avenue North I ij MEMORANDUM Date: March 9, 1999 To:. Jamal Mahmoud, Traffic Engineer From: Gordy Hyde, Development Services Engineer Subject: ADB Application for Upton at 221 — 4hAve. N. (ADB-99-29) I have not received a memo with your requirements on this proposal. My response was due to the Planning Division on March 4. On February 24, you did return the plans with some comments marked on them. If you recall, I questioned whether a traffic study would be required. You have required traffic studies for properties within one block of this location. Thank you for a rapid response. City of Edmonds Development Services Department 9 0 MEMORANDUM Date: February 22, 1999 To: Don Fiene, Hydraulics Engineer Jamal Mahmoud, Traffic Engineer From: Gordy Hyde, Development Services Engineer CP4 Subject: ADB Application for Upton at 221 — 4" Ave. N. (ADB-99-29) Engineering received attached proposal to convert an existing house to a medical office building on February 18, 1999. Please review and return your comments for this Architectural Design Board submittal so I may incorporate your comments into a memo to the Planning Division by March 3, 1999. Thank you for a rapid response. City of Edmonds Development Services Department citisof edmonds land use application REcEIVEED FEB 16 1999 PF IT rn%ni U ARCHITECTURAL DESIGN BOARD COMP PLAN AMENDMENT "ZONE El El CONDITIONAL USE PERMIT FILE El HOME OCCUPATION FORMAL SUBDIVISION DATE REC-D BY ' Z 'Z- 0 SHORT SUBDIVISION FEE El LOT LINE ADJUSTMENT -RECEIPT# El PLANNED RESIDENTIAL DEVELOPMENT HEARING DATE El OFFICIAL STREET MAP AMENDMENT / STREET VACATION C] HE El STAFF - 0 PB *-ADB C3 CC El REZONE El SHORELINE PERMIT ACTION TAKEN: El VARIANCE / REASONABLE USE EXCEPTION 0 APPROVED El DENIED El APPEALED 0 OTHER APPEAL# Applicant ba. 144S Q Phone �0 Address 77-Z- t 4 G�1*^064&s 1 (LIN Property Address or Location 7-2-1 V *-- �Wo ' Property Owner Phone Address tk(VA—_ Agent tA k Wt- -To- 6 t�- Phone LA2-19-2-ko-7309 Address (V30 M V�l �6_k Tax Acc # Legal Description Sec. . Twp. - Rng. Details of Project or Proposed Use Q o kmaT Gy's -�-,o Z)bETSM_C� (ca (.e- &__ The undersigned applicant, and his/ her/ its heirs, 'and assigns, in consideration of the processing of the application agrees to release, indemnify, defend and* hold the City of Edmonds harmless from any and all damages, including reasonable attorneys fees, arising from any action or infraction based in whole or in part upon false, ' misleading, inaccurate or incomplete information furnished by the applicant, his/'her/ its agents or employees, The undersigned applicant grants his/ her/ its permission for public officials and the staff of the City of Edmonds to enter the subjectproperty for the purpose of inspection and posting attendant to this application. SIGNATUR E OF APPLICANT/ OWNER/ AGENT f\A PLANNING DATA NAME: SITEADDRESS: DATE:- 3do ZONING: —PLAN CHK#: PROJECT DESCRIPTION: CORNERLO (Yes/No) FLAG LOT Nrl) ___(Yes/No) SETBACKS: Required Setbacks: Front: Left Side:— Right Side: Rear: Actual Setbacks: Front: Left Side: Right'Side:- Rear: Street map checked for additional setback required? .(Yes/No) LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N) LOT COVERAGE: Maximum Allowed: Actudl:`�"�� BUILDING HEIGHT: Maximum Allowed: Actual Height: — Datum Point: Datum Elevation: A.D.U. CREATED?: SUBDIVISION: CRITICAL AREAS #: IT A 0 RAM. _.; I Alle 24'-0" ff-iW6�02 ------- -------- 2 2 16-0 2 I I I EX15TING GARAGE TO IBE REMOVED 5 2 Ara- - - - - - - - 4 DUM5 I EXISTING HEDGE TO 5E REMOVED 6" EXTRUDED CONCRETE CURBING (TYPICAL) 4th Avenue No'rth Flmsm" ,n,TCCT RECEIVED ------- ---------------------------------------- MAR 15 1999 PERMIT COUNTER ------------ RECEIVED MAY 117 1999 Vale" 1�i- PERMI COUNTER IST IUA&4ER DOLLIN 50 DIRTIER: 0 CFM PAN 5ATH 6 COVERED FORC44 54. X., In. P/c RR CFM EMPLOYEE PAN LOLW-sE LOCATION OF RRNACE AND $40T.UAMR TAW 04 CRAIL SPAZZ - PRnlvlDp 6 sm tK cuer FOR FRESw AAR TO FJR14ACE RE-CEPT. L --- a-m WWOLE !2 CORRID0 IEXWAUST 2i LA15 A EXAM ROOM UJAITIW-s EXAM ROOM [STING, NrN-SEARm EXIST'i To Be R,,.,Cj,, UJALL Y, pmla�sp b LL, — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — -- Level Two Floor Plan SC.642, 1/4' . P-.V- Sig, sm"RE MET DOOR Fmbl-w FLOCRM t u Maui: ri,mSWCLp THRESHOLD', DETAIL Sign Plan SCALE, 2. . T.C. H.C. RESTROOM SCALE, 114- . 1--o' 3e 2-4 STUDS AT 16' O.C. SEE THRESWOLD Wm4 S/&- rrre w otum DETAIL BOTW SIDES (TYFICAL) EXAM ROOM WVEFRED 3E PORCH _ A EXAM ROOM Y.19 RQ40 SIG14 FROM BDdSrW. SEAM Level' One SCALL, IIA" - I'-V' IS42 SCUARE f%tT PROVIDE 1 1/2- DI& GRAD BAR - plzovlos WLIV MOCKWIld. WC,�T — LIGA4T F4)MRE 7^36. MIRWm— PLASTIC LAMINATE UP 46- MK A' CERAMIC — TILE 5ULLNOSg H.C. RESTROOM SCALE, 1/4- - I'-V' PROVIDE (2) 4ROUND MOL04TM LrkT F'XrURES (PIRLD LOCATE) Floor Plan 1414--2- MR CONT. WANDRArL "-"5 TO CZWORM =016 -T We 5ELOUI 2W2 TREAD 6TAJRS 2X4 TW%WT BLK 3) 2XI2 ST$W430�* FIRE BLr& MID-OPAN a ULALL ALONG 6TRIN03EIR BffnZM 07UD6 TYPICAL INTERIOR STAIR NO SCALE I �TAif- JOHN CL NASON ARCHITECT 1 +405 S.E. 266th ST. .,ENT. WASHINGTON 98042 (253) 63170294 9111IMMINOU I p; IM11111111110 C.) Z Z 0 Z �- ja z x cm, CO) m < -Z P", WE L"i J) 3 W-t Z Z X I eiz 00 00-0 �— m. p �C21 ZZ, a.0 & :)W 2 FLOOR PLANS AND RESTROOM ELEVATIONS PROJECT NO. OESIGN DRAWN RJA ISSUE DATE 9 2/98 LATEST REV. 10�25/98 A-2 \\td -eve wo -001 a -A. E. './4" = V-V, Iro. 5=4FREE r-EET �3i"\ — , :�, C14 EE �U III z CA) I ;L -7 vr,, � tj u7r �3 —7F Z-I V-55FT rpt-W-T-V ,/Z- k I GYE Vo QsTi—Vit", -* �,' V,AL FA LY:,_PR_ACTIC,,E DR. UPTON M.D. t- 4D F11 7� (11 T4 Q b :�Mv om -n z m I w IFT1 m z — Cr 00 m co CO 0 V� m m -D Fri *�o I .==7: C) n i u E L Loo 0 RPTO&" ` I IN M L INg I NOL z PnMONMR WA.qHlKlr-vTnN CITY OF EDMONDS BUIL,PING DEPARTMENT WORK ADDRESS OWNER A . PPROVED DATE: BLDG. OFFICIAL PERMIT NUMBER 5 MVEET cj\\ /oN RECEIVED MAY 15 1999 DEVELOPMENT SERVICES CTR. UTY OF EDMONDS 1116 $1 SW TO 1! u"i to I SW will PK CB#1, TYPE 1-L CB#12 TYPE 1 Z, 1901H $I SW still a 19Z itt Ski- v V rL W PUGET DR 196111 IF] -WV Ir I. Vic 52' 15' CMP @ 0.5% SITE &wKfITS -CASP' ST REQUIRED PARKING USE 12 GAUGE CMP LOW / . Ina 4�- Xf nom iT k0!1 W, I ll!eA BEACH V I � /4 REQUIRED PARKING MEDICAL 1 PER 200 SQ,. FT. 6.71 STALLS REQUIRED MEDICAL 1 PER 800 SQ,. FT. 1.02 STALLS REQUIRED PL Wlk -H- ae F st - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - wity -. CB#2, TYPE I X C, 19 Ili, S"M It - ST 6 CB#1, TYPE 1 0 Y. - GE 100.75 1� (8) STALLS so rig rK I PROVIDED PARKING GE 100.75 . �1. 1 MR I zj 0 . 11EILL I ST Vtt A� - IE 98.71 b-1 $1 98.45 'Iiinli ST if ii t IE N ST t; "y DAY1014; pr. y _=J' $1 . . A 1; W MIN ft L moot AL NOTE: SCALE: 1" 10'-011 WE PAW ri tr, : 1* ! I I.q 2 GE 100.75 EX CB, TYPE 1 ALLEY WILL BE SURFACED WITH 2" OF ASPHALT GE 100.7 VILD(Iff ctw SAwIVARr i. - %rkx 1 4 so SI GE 100.00(Assumed) AND 4" OF CRUSHED GRAVEL; CNETERLINE OF OE 100.025 C3 7 A 0.5% mt IE 98.30 IE 98.71 rr ;. 1. , PARKING AREA WILL BE LEVEL WITH EAST EDGE IE 98.45 1- L A' , - �l .. 'W OF ALLEY. IT r- 00.7 7 t- 1 5 J/ GE I N LAJ C, 2. 0' I - - ..7 - - """" " I , `7 . z I . I : ; --- " - '""' . 2 r-J CB#2, TYPE 1 .0, ORIFICE DIA.'-J44 ItLA LOA A CB#11, TYPE 1 -A I it- It" %I ISM SI GE 100.75 -tkt% 11 ,# 1:... (*!, p L M-J Win IE 98.45 GE 100.75 e y IE 98.71 181-COOO 24$-00' 18 1-011 7 DETENTION SYSTEM 1 VICINITY MAP /0 CP 0 6 0. 0 0, 110, K(�) 0 10 20 K�K 0 \ 0 52' 15" ICMP @ 0.50% `b HARD SURFACE ROAD EXISTING HEDGE T�C� C�)� 16 7K TO BE REMOVED 5 4 10' R CONSTRUCTION SEQUENCE P sqp-(Oe� ?zec�,!> U, PQ (D f 1. CALL CITY OF EDMONDS FOR PRECONSTRUCTION CONFERENCE. ^ I I PARKIING LOT AREA 00 4"J" QUARRY 2 2,407.1 SQ FT 6 FILTER FENCE I 2D SPALLS 4. INSTALL FILTER FABRIC FENCE. EXISTING GARAGE 5. CLEAR AND GRUB PROPERTY. (D TO BE REMOVED I 1 12" MIN DEP TH "00 1 6. ROUGH GRADE SITE. 3 7 2z: W�:_ 22' 7. INSTALL UNDERGROUND STORM DRAINAGE, OTHER UTILITIES. FILTER FENCE 18' 6" EXTRUDED MIN -RRIIER FREE <-- CONCRETE FINAL GRADE PER PLAN, INSTALL ASPHALT, CURBING, ETC. L c=40 PARUK NG SIGN CURBING (TYPICAL) 8. - - - - - VM-O-UNTED ON z 0 4 FENCE 8 100, 9. SEED ALL EXPOSED SOIL, INSURE SITE IS STABILIZED AGAINST EROSION. ^00 ROCK CONSTRUCTION ENTRANCE 10. REMOVE EROSION CONTROL SYSTEM WHEN Sl I TE IS STABILIZED. GARBAGE N.TS- DUMSTER FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. MIRAFI I OOX OR EQUIVALENT KIRE MESH SUPPORT FENCE FOR SLIT FILM FABRICS. 2" x 4" x 14 GAUGE WELDED WIRE FABRIC OR EQUAL WIR--- MESH SUPPORT FENCE FOP SLIT FILM FABRICS FIL TER FABRIC Cr k MA TERIAL STATE DISABLED 0 LLJ PARKING PERMIT REQUIRED 0 'i PROVIDE WASHED GRAVE z UJ > ............ ......... BUR Y 80 TTOM OF FIL TER I*L' BACKFILL OR COMPACTED NATIVE SOIL AS DIRECTED 4 N 8" BY 12" TRENCH 0 BY ENGINEER I -------------------------- M< 04 6' MAX -pi BUR Y BOTTOM OF 8 MIN. FIL TER MA TERIAL IN' GR DE LIN 8" BY 12" TRENCH STEEL POSTS I I ELEVATION Li STEEL POSTS SECTION RECEIVED BARRIER FREE JUN 0 4 PARKING SIGN DETAIL DEVELOPMENT �ERVICES OTH, SILT FENCE DETAIL CITY OF EDMONDS d. T. S. peg mP714ce'rz- C6 1 .5 ISA 11,,-P el �IV e q 9 GENERAL NOTES 97 U B C .Iewav- 1. It shall be the responsibility of the contractor to avoid damage or disturbance to all existing utilities. APPROVED W PLANNING The contractor shall contact all utilities including, but not limited to telephone, power, sewer, water E -I FS 0'i (S: gas, and cable T.V. for the purpose of identifying the correct locations prior to construction. U 2. Manhole, inlet and catch basin frames and grates shal not be adjusted to finish grade until just SIDE 0 REAR prior to paving and pouring of concrete curbing. t 4! f f +km CZ1-rinrJnrr4Q rinrl i., ni 0-1 HER Y f�11 Rr)"- nl-,l Pi)v R, R Ut:fr�%WT 3. All work and materials snail De in accordance WILI1 1.1le IOLes e on u , ["I ents W Specifications for the City of Edmonds, WSDOT 199 4 5tandard Specifications, and any requirem CITY OF EDMONDS established at City hearings. B DING DEPARTMENT 4. All construction is subject to the inspection by 1he C1y of Edmonds and the contractor shall notify <5 WORK llv/c inn the City of his schedule in sufficient time to permit hspection prior to and during the work. ADDRESS 5. All work within the City right-of-way shall be subject to the inspection of the City. OWNER APPROVED DATE: 4th Avenue N orth 6. The contractor shall be responsible for obtaining all permits for road and utility construction. BILD G. OFFICIAL 7. A pre- construction conference at 24 hours notice shall be required before starting construction. PERMIT hJUliva- ra 8. All catch basin grates and inlet grates shall be set 0.10' below the finished grade. 5�94e?5547 tu 2E� 's? G n ra Notes, 1.0 GENERAL 3.5 REINFORCING STEEL THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DETAIL, FABRICATE AND PLACE PER ACI-315 AND ACI-318. 5UPPORT DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. AND THE SITE CONDITIONS SHALL BE REPORTED TO THE OWNER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE A. STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET STEEL, CONTRACTOR AFTER DISCOVERY OF allCH DISCREPANCY SHALL BE DONE AT THE MEETING A5TM A615, GRADE 60 FOR #5 AND LARGER CONTRACTOR'$ RISK, THE CONTRACTOR SHALL VERIFYAND COORDINATE THE BARS, EXCEPT AS NOTED± GRADE 40 FOR 04AND SMALLER BARS. SHOP DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR DRAWINGS SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO THE FABRICATION. THE CONTRACTOR 15 RESPONSIBLE FOR ALL BRACING AND ENGINEER FOR REVIEW PRIOR TO FABRICATION. GRADE &0 RE5ARS SHORING DURING CONSTRUCTION. SHALL NOT BE BENT IN FIELD AFTER PLACING. 1.1 CODES 5. REINFORCEMENT IN ALL WALLS, SLABS, AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, 50TH ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VERTICAL AND HORIZONTAL. REQUIREMENTS OF THE CITY OF EDMONDS AND: nIB4 UNIFORM BUILDING CODE (L15C), AS AMENDED AND ADOPTED BY THE CITY OF EDMONDS AND THE STATE OF C. I AP,5: ALL TENSION SPLICES ARE ACCORDING TO Ar-I 316-a-3, CLA55 5 WA5HINGTON± A.G1 318, A.I.S.C. eTH EDITION, AND A.I.T.C. 3RD AND ALL COMPRESSION SPLICES ARE 30 DIAMETERS, UNLESS NOTED EDITION. OTHERWISE. 1.2 DESIGN CRITERIA D. TRIM REINFORCING: AROUND ALL OPENINGS SHALL BE A MINIMUM 1-*5 TOP AND BOTTOM, EXTENDING 2'-ro" 15EYOND OPENINGAT EACH CORNER A. LIVE LOADS SEE TYPICAL DETAILS. ROOF (SNOW) 25 f=5F E. WELDING: TACK WELDING OF RE15AR 15 NOT PERMITTED UNLESS CALLED FLOOR RES 40 PSF F. MINIMUM REINFORCING: WHERE REINFORCEMENT 15 NOT SHOWN ON FLOOR DECKS 60 FSF DRAWINGS, THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-613) SHALL BE REFERRED TO FOR PROPER B. LATERAL LOADS: REINFORCEMENT. ALLOW 33-1/351o' INCREASE IN STRESSES FOR WIND AND SEISMIC FORCES,. LATERAL FORCESARE TRANSMITTED BY DIAPHRAGM ACTION OF THE FLOORS TO G. RE5AR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS SHEAR WAI LS. LOADS ARE THEN TRANSFERRED TO THE FOOTINGS, WHERE FOLLOWS - ULTIMATE DISPLACEMENT 15 RESISTED BY PASSIVE PRESSURE OF EARTHAND 8LIDINr3 FRICTION OF EARTH. OVERTURNING 15 RE51STED BY THE DEAD 311 CONCRETE DEPOSITED AGAINST EARTH LOAD OF THE STRUCTURE. 211 CONCRETE DEPOSITED AGAINST FORMS BUT EXPOSED TO EARTH 1- 1/2 " TO TIES IN COLUMNS,AND TIED RE5AR IN WALLS 1. WIND: EXPOSURE 5, BASIC WIND SPEED 60 M.P.H., PER U5C, 1- 1/2 " FOR BARS IN 5LA55 ON GROUND 3/4" INTERIOR FACE OF WALLS 2. SEISMIC - ZONE 3 PER U5C (Zjc/Rw�xW=v ± Z=030, I=bOO, C=215, Rw=&.00 H. WELDED WIRE FABRIC: A5TM1-AI85ANDASTM-A62 V=0,14W (DEAD LOAD OF STRUCTURE) 1.3 SOIL DATA 4.0 CARPENTRY FOR LOCATIONS SEE SOILS REPORT. SOIL BEARING 6 CONT. SPREAD 4.1 ROUGH CARPENTRY FOOTINGS = 2000 F5F.ALLOW 33-1/3% INCREASE FOR LOADS FROM WIND OR SEISMIC ORIGIN, EQUIVALENT FLUID ACTIVE PRESSURE AND PA551VE ALL- 2x FRAMING LUMBER SHALL BE STUD GRADE DOUG-FIR, FOP, STUDS AND PRE68URE ARE 35 PCF AND 300 PCF, RESPECTIVELY. STANDARD OR BETTER FOR PLATES ORA6 SHOWN ON THE DRAWINGS OR BELOW. ALI 2" LUMBER SHALL BE KILN DRIED (K.D) OR SURFACE DRIED (SD). EACH 2.0 SITE WORK PIECE Or LUMBER SHALL BEAR THE STAMP OF THE WEST COAST LUMBER INSPECTION BUREAU SHOWING GRADE MARK OF, APPROVED EQUAL. OTHER 2.1 EXCAVATION MATERIALS AS SHOWN BELOW EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM 2x 4 3x STUDS - STUD GRADE DOUG-FIR UNDISTURBED MATERIAL. AREA$- OVER- EXCAVATED SHALL BE 5ACKFILLED 2x JOISTS - 01 DOUG-FIR WITH LEAN CONCRETE (F'c = 2000 PSI), OR BE STRUCTURALLY FILLED PER 4 x 4 4 4 x (o COLUMNS - Oil DOUGLAS FIR SECTION 22 AND SHALL BE AT THE CONTRACTOR'S EXPENSE. (ox HEADERS 01 DOUGLAS FIR 4x HEADERS 02 DOUGLAS FIR 2.2 BACKFILL AND COMPACTION ALL EXPOSED MATERIALS OR MATERIAL IN r-ON TACT WITH CONC:RETE SHALL BE 5ACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS, PRESSURE TREATED. 5CREED5, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR CORROSION. USE ONLY MATERIALS APPROVED FOR 5ACKFILL . IN AREAS ----4.3�-- CARPENTRY HARDWARE UNDER 5LA55 OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE, PLACED IN ro-INCH LIFTS AND COMPACTED TO AT LEAST S5% OF MAXIMUM DRY A. BOLTS SHALL BE ASTM A-301. DENSITY AS DETERMINED 5YAA5HT0 COMPACTION TEST, PROCEDURE T-180. THE FILL SHOULD BE LIMITED TO CLEAN, GRANULAR MATERIAL. 5. WASHERS SHALL BE MALLEABLE IRON WASHER.S(MIN). 3.0 CONCRETE ESACKBOF-r-ONC:RETEI=EFC:U51r-YAf;ZL:) C. NAILS -SHAI L BE COMMON, AMERICAN OR CANADIAN MANUFACTURER ONI Y. 3.1 GENERAL D. L AG SCREWS, SHEAR PLATES - SEE NATIONAL DESIGN SPECIFICATION. ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS FOR E. ANCPOR5AND CONNECTORS SHALL BE SIMPSON, TECO, BOWMAN OR OTHER "ULTIMATE STRENGTH TYPE CONCRETE", PERACI 301, "SPECIFICATIONS FOR IC50 APPROVED. STRUCTURAL CONCRETE FOR 5UILDING." PROPORTIONING OF INGREDIENTS FOR F. PROTECTION HARDWARE EXPOSED TO WEATHER OR TO VIEW OR IN EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDUf;zE UNHEATED PORTION OF BUILDING SHALL BE GALVANIZED. GIVEN INACI 301. PLACE CONCRETE PER ACI-304 AND CONFORM TO ACI-604(306) WINTER CONCRETING AND ACI-605(305) FOR HOT WEATHER 4.4 MINIMUM NAILING - PER 1994 UBC TABLE #23-I-Q CONCRETING. CONCRETE SHALL BE PLACED TO AVOID SEGREGATION, HONEYCOM51NG OR POCKETS. USE INTERIOR MECHANICAL VIBRATORS WITH 4.5 PLYWOOD. 1000 RPM MINIMUM FREQUENCY. DO NOT OVER-VIeRATE. CONCRETE SHALL eE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EACH SHEET SHALL BEAR THE TRADEMARK oF THE AMERICAN PLYWOOD ASSOCIATION. ALL GRADING SHALL CONFORM TO P5 1. USE THICKNESS AND EXCE581VE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POURING. NAILING AS SHOWN . -ON THE DRAWINGS. ALL PLYWOODSHALL BE PROVIDE ENGINEER WJTH PROPOSED CONSTRUCTION OR CONTROL JOINT EXPOSURE 1. EXCEPTA5 OTHERWISE SHOWN OR LOCATIONS FOR HIS APPROVAL, OR UBE JOINT5,45 SHOWN ON THE DRAWINGS. NOTED, PROVIDE THE FOLLOWING MINIMUM NAILING, PANEL EDGES 86AT b" ALL TIE6AND ANCHOR$ SHALL BE CUT OFF FLUSH WITH THE SURFACE± ON CENTER, INTERMEDIATE SUPPORT 5d AT 12" ON CENTER ON ROOF AND SURFACES WHERE EXPOSED SHALL BE SMOOTH AND FREE FROM WALLS AND 10d AT 10" ON CENTER ON FLOORS. IRREGULARITIES. 3.2 STRENGTH 4.6 GLUE -LAMINATED TIMBER TWENTY-EIGHT DAY COMPRESSIVE STRENGTHS SHALL BE: ALL STRUCTURAL GLUE -LAMINATED TIMBER, MATERIALS, MANUFACTURE AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH VOLUNTARY PRODUCT SLA55 ON GRADE 2 000 P51 MAX SLUMP 31' (UNSUPERVISED) STANDARD P.5.66 "STRUCTURAL GLUED LAMINATED TIMBER", AND ALL FOOTING 4 WALLS: 2000 P,51± MAX SLUMP 4" (UNSUPERVISED) MEMBERS SHALL BE MARKED WITH A QUALITY MARK T�HEREOF. ALL PLIES .5HALL BE DOUGLAS FIR COAST REGION. CAMBERS ARE AS SHOWN ON THE DRAWINGS. ALL MEMBERS SHALL BE EITHER COMBINATION 22F-V4 (SIMPLE THESE SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF POZZOLITH SPAN) OR 22F-V8 (CANTILEVERED OR CONTINUOUS SPAN) AS APPLICABLE. 16 ADDED TO ALLOW HIGHER SLUMP AND GREATER WORKABILITY WITHOUT ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND SHALL BE GLUED WITH CHANGING THE WATER CONTENT OF THE ORIGINAL MIX DESIGN. WATERPROOF- ADHESIVE PER P.S. 56, ARCHES SHALL BE COM51NATION PROPORTION MIX ACCORDING TO U5C 11B04. 24F-V6 AND HAVE EXTERIOR GLUE, ARCHITECTURAL GRADE. 3.3 MATERIAL - CEMENT, WATER & AGGREGATES PER ACI 301 5. 0 MISCELLANEOUS VERIFY ALL DIMENSION15AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE A. CEMENT MUST CONFORM TOA6TM 1�0, TYPE I OR TYPE 11. ENGINEER'6 ERECTION BRACINGAS NECESSARY UNTIL PERMANENT SUPPORTAND STIFFNESS APPROVAL 16 REQUIRED FOR USE OF TYPE III CEMENT. -ENING, ARE INSTALLED. REFER TO ARCHITECTURAL PLAN$ FOR WALL Of ARCHITECTURAL TREATMENT AND DIMEN51ONS NOT SHOWN. REFER TO B. WATER TO BE CLEAN AND POTABLE. MECHANICAL AND ELECTRICAL PLANS FOP, SIZE AND LOCATION OF ALL OPENINGS.FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHOWN. C. COARSE AND FINE AGGREGATES TO CONFORM TOASTM-C33- 3.4 MATERIALS 6.0 TABLE OF AREAS A. WATER REDUC:ING ADMIXTURES., MUST C:ONf!'ORM TO ASTM-C4S4, POZZOL ITH REQUIRED f=Af;;?J<ING MEDICAL I PER 200 80, FT. roll STALLS REQUIRED 344N, POZZOLITH 100XR, OR POZOLITH, 122HE. POZZOLITH SHALL BE MEDICAL I PER 600 SQ,. FT, 1.02 STALLS REQUIRED INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE WITH THE MANUFACTURER'8 INSTRUCTIONS "SYNER31ZED PEScr-ORMANCE SYSTEMS" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CONCRETE USING POZZOLITH ADMIXTURES TO PRODUCE FLOWA5LE CONCRETE MAY BE USED WITH THE ENGINEER'S APPROVAL. ADMIXTURES PROVIDED PARKING (B)STALLS AND DOSAGES WILL VARY DEPENDING ON CLIMATIC CONDITIONSAND THE CONTRACTOR'S J055IT;= REQUIREMENTS. MAXIMUM SLUMP FOR "5YNERGIZED PERFORMANCE SYSTEMS" CONCRETE SHALL NOT EXCEED 5". USE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 5. AIR r-NTRAINMENT: CONFORM TO A5TMI-C260AND A5TM-C4c34, M5-AE-10 BY MASTER BUILDER, ENTRAIN 511. +/- 1% AIR BY VOLUME IN ALL EXPOSED CONCRETE. C:. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR APPROVAL 15 GIVEN BY THE ENGINEER. Alley Ial-011 241-011 - - - - - - - - - - - - - EXISTING GARAGE EXISTING HEDGE TO BE REMOVED= . 7 TO BE REMOVED ------ - 2 \D 611 EXTRUDED CONCRETE L - - - - - - - - GARBAGE CURBING (TYPICAL) DUMSTER 4 -1211 HIGH SOLID WOOD FENCE AROUND DUMP5TER .91 CONCRETE SIDEWALK MAX. SLOPE 1:20 TO COMPLY WITH WASHINGTON STATE BARRIER FREE CODE FOR BUILDING AC,CE6615ILITY I I 2856 REGISTERED ARCHITECT JOHN . NASON TATE OF WASHINGTON JOHN G. NASON ARCHITECT 14405 S.E. 266th ST. KENT, WASHINGTON 98042 (253) 631-0294 L T IYIYI'Yl A A + 7. EXISTING CONCRETE 0 0 "mom CONCRETE Z Sir)EWALK fill MAX. SLOPE 1:20 TO COMPLY WITH W46HINGTON STATE Z N BARRIER FREE V_ CODE FOR BUILDING 0 X 00 ACCESSIBILITY 0) .7, 0 4th Avenue North mom= w 7- cn C,,4 >3:0 co cn< W c- :2 -�- W U.� 0 CO III t Z Z 00 C) 0 0 __j ite Plan r-)O-,N z 0 t �7) SCALE: 111 IV-011 m uj. 10, P L A N T %*04 3' C E "D'Al U L E GENERAL NOTES ANDPLOTPLAN SYMBOL BOTANICAL NAME COMMON NAME SIZE (:D ACER CIRGINATUM VINE MAf=LE a 1-011- 101-011 PROJECT NO. FRAXINU6 OX"rCARf=4 fRAT-5URN 45H 2 CAL. DESIGN RJM + 1 � I i A lee DRAWN RJM G&fel:;Z��Accr flotr,.,fus ivorc-,tmapk 2 1/2 " CAL. ISSUE DATE :9/2/98 jkj;t�r 01"41w 15 1511 c"xpq_r LATESTREV. 4/7/99 RHODODENDRON 'UNIOUE UNIaUE fRH*0rD0DEDfR0N 1511 2111 A0949 11 11 00 V15UfRNUM DAVIDDI DAVIC)'S V15URNUM 12 1 r� fRH0D0DEN[)fR0N 'f=URf=LE 51 END' AZALEA 1211 Ir:,11 FACH'I'6ANDRA TERMINAL6 JAf=ANE6E 5f=UfRGE 4" i='OT5 AT 15" O.C. I J ONLY -ast 5r-,4Lr=: 1/4" = 1'-0" eva--ion 2856 FREG IS TERCI D ST A C T RCHITECT JOHN G. NASON STATE OF WASHINGTON . . n JOHN G. NASON ARCHITECT 14405 S.E. 266th ST. KENT, WASHINGTON 98042 (253) 631-0294 C) Z z 0 Z �- f ri Z NOON= o 00 0) z 0 I-- rEQUAL EQUAL CD < > 3�: ""DOI cf) cn < fmfR 0 D. Lo 5IGN r-,4TION z o 00. ED -,I- ry r-, ON ANGE (-) T EXTE: IOR z 0 (::) _j Lc) Q 0 00 X 0 rD SN -4TI ON,4NC T I= XTr JOI 71-N w Lo- 77 FAST ELEVATION PROJECT NO. DESIGN RJM DRAWN RJM ISSUE DATE 4/7/99 LATEST REV. P— ! L- - Recelv ED MAY 2 DEVELOpMEN " S CITY OF ED6hi'OV�'jCDESS cTr,.