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23510 HIGHWAY 99.PDFiiiiiiii lill 11 11546 23510 HIGHWAY 99 COLUSION RE.PAIR. AUTO REBUILD-, �Jll r"Im Inv- D a 0 ?ROPOSAL TO ATTENTION: as 0 January 25, 2002 G W Auto Rebuild 23510 Hwy 99 Edmonds, WA 98026 John Redford 425-775-5609 FAX 425-775-5277 New Sign Faces For Pylon Sign Fabricate and install two.,(2) each 2'. 0"k 6' 1" white Lexan sign faces with 5 color vinyl graphics, as per agreed design, to fit top sign cabinet on existing pylon structure........................................................................ ...................................... $750.00 Above prices subject to any necessary permit labor (billed @ $50.00 per hour), permit fees, engineering fees, inspection fees and State sales tax. Any necessary electrical repairs to existing sign wiring system would be additional at time and material rates. One year warranty on all new materials and workmanship provided by Berry Neon Co. *Terms: One half down on signing of proposal; balance due upon completion of work. Any overdue unpaid balance subject to 1.5% service charge per month. Accepted By: d*-,N Ury Date:lio BERRY NEON COMPANY, INC. BERRYNC077CM;BERRYNCO85L3 SCOTT PARROTT This proposal may be withdrawn by us if not accepted within 30 days. gwauto012502 P.O. Box 5269 * Lynnwood, WA 98046 - (425) 776-8835 * Fax (425) 774-8221 WORK ADDRESS: CONTRACTOR: 2- - /- - I REC EIVED 1 999 1. DATE TO PUBLIC WORKS FOR REVIEW: PubLIG WO S DEPI STREET DIVISION: CUC Date: 0 of approval WATER/SEWER: Date: 10) tu f proval PUBLIC WORKS: Date: signatur4 of approval Reminder.- Ifyou make comments on any of the attachments please write with a red pen and date and initial everything. This needs to be done on all 3 copies. THANKS! ADDITIONAL COMMENTS: 11-2.-- ----- - —P, L- —EA -S -E- -R, -E-, T--U,- R-, —N -TO-: F1 ROY WHITCUTT: or M, dIVELON' NT SERVICES TECHS: DATE PERMIT ISSUED: c.Teceptiort/jane/rownbigforTn.doc Date: signature of approval �-,, I /,� a - Date: signature of approval 1-7 PERMIT #: ef — �r — ivl 4"(,�pD 0 14 0 w w LU I I I In V) �n coo Ln :; N q - :! a C4 C� k � CA C4 C4 '(21 OA/ ,23+4, \Z: -:rlL' PIM 8, 'JI LAMEN CONKRUGON CO, INC. .j I:IJ?9 wiffillifil AYI HAM, 1101 HATTLB, VA MH PHONI 206-21,14M FAX: 206-M-1601 110 TEMAKI AVE RATTLE, WA HIP PHO�l 2H-H411B L I AMN COMICON ol NCS FAX TO: C-114 oc 7z DA.TE: r-17-77 A=- �5x A% FAx-: qi-5---771 -077-1 rr FRON Sid 0 de c- PAGES: 2 ucludL-lgCo-v:r) RE: CON �s -��e KJ IN 7-L-X C77 IA, L ?-XC 1,0- C17 Ti 7 -t�c 0 Ki -TV C� -vo Sr�> C)T t I W-01 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS /VV L Ml 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 0 A 6 0 1 1 ZVQ I a MY �Iule HUU 1�.J 'tlt� 0 Willkilhi AYI lghTfl, 1601 RATTLB, WA MO PHONE: 106-21i-IM S )EN LI" COMTRUDON CO,, INC. FAX: 206-1142601 ��- 71m, ............. :No 0 RECEIVED CIPP 14 Innn FIELD REPORT DEVELOPMENT SERVICES CTR. CITY OF EDMONDS ASSOCIATED EARTH SCIENCES, INC. 911 Fifth Avenue, Suite 100 179 Madrone Lane North Kirkland, Washington 98033 Bainbridge Island, WA 98110 42"27-7701 FAX 827-5424 M-780-9370 FAX 780-9438 TO: Z300 9�0(L')A" '12 AT -TN: Ar. AS REQUESTED B THE FOLLOWING WAS NOTED: dv�-� -, , n - - r I v. I ` A IP A - CA. FIELD COMPACTION EQUIPMENT UTILIZED: AREAS OF ADDITIONAL CONCERN: Field ReDorl 0 ? Paue , ( Of / Date I Pralect Name Projecet Number ( elw(, i ae) Av-& 4c,�4 ItE- mm 7r Location Wooer Z3S7 4 3-1&� , > municipplity BId5 Pirmit Number EngiqeerlArehitect Client/Owner ,,-,i6&),.AA,Z".. General Contractor/supe ent Earthwork Contractor/Supedhtindert ADDITIONAL TESTS REQUIRED: []YES - M NO WHERE? COPIES TO: C-L'+1 aw'a� o FIELD REP: DATEMAILED: PROJECT MGR:. *Field Report subject to review by AESI Project Manager 'i When recorded mail to: ROVI-rcb Ab� PVXf-1>YN*Y7; City Clerk City of Edmonds La I i C) t03 121 Fifth A -venue North Edmonds, WA 98020 APPLICANT IS: SPACE ABOVE THE LINE FOR RECORDERS USE 0. Property Owner Assessor's Parcel N QQQQ28Q4 E3 Business Owner Applicant: JohnPARN&H ENCROACHMENT AGREEMENT This ENCROACENIENT AGREEMENT ("Agreemenn is entered into between the CITY OF EDMONDS ("CityD and 76hn j- Redford C'Owner[s]'), in accordance with Chapter 18.70 of the Edmonds Community Development Code. 1. The Prove Owner is the owner of that certain real property located at 23510 Hwy 99 . within the City of Edmorlds, Washington, Assessor's Parcel Number 0 0 5 7 6 7 0 0 0 2 8 0 4 _, and more particularly described in Exhibit "A" attached hereto and incorporated herein by'reference. Business owner, Tnhn T. Redford is the business owner of that certain real property noted above. 2. The Easement The City currently owns an existing easement over, under, and across Owner's property for street; alley, sidewak other none which is described in Exhibit "B" attached hereto and incorporated by reference. 3. The Encroachment. The City hereby covenants and agrees and grants its permission to Owner or Business Owner to allow a sign overhang at sidewalk soace. to remain in a portion of the City right-of-way/easement. A plat map showing the location of the encroachment is attached as Exhibit "C" and incorporated by reference. This Agreement is subject to the following terms and conditions: a. The encroachment shall be installed and maintained in a safe and sanitary condition at the sole cost, risk, and responsibility of the owner and its successors in interest. - I - r b. The Owner shall agree at all times to indemnify and hold the City free and harmless from any and all claims, demands, losses, damages or expenses resulting from the construction, maintenance, use, repair or removal of the structure installed hereunder, including any loss, damage or expense arising out of (1) loss or damages to property and (2) injury to or death of persons. C. The Owner must remove or relocate any part of the encroachment within ten (10) days or such other time as specified in the notice after receipt of it from the City Engineer, or the City Engineer may cause such work to be done and the reasonable cost thereof shall constitute a lien upon the property. d. Whatever rights and obligations were acquired by the City with respect to the easement shall remain and continue in full force and effect and shall in no way be affected by city's grant of permission to construct and maintain the encroachment structure. 4. Entire Agreement. This Agreement constitutes theentire agreement between the parties with respect to the subject matter hereof and supersedes and replaces all other agreements, oral or written, between the parties with respect to the subject matter. I 5. Notices. Any notice which is required or may be given pursuant to this Agreement shall be sent in writing by United States mail, first class, postage pre -paid, registered or certified with return receipt requested, or by other comparable commercial means and addressed as follows: If to the Ci : City Engineer City of Edmonds 121 Fifth Avenue North Edmonds, WA 98020 If to the Owner: which addresses may be changed from time to time by providing notice to the other party in the manner described above. 6. Waiver. City's consent to or approval of any act or omission by Owner shall not constitute a waiver of any other default by Owner and shall not be deemed a waiver or render unnecessary City's consent for approval to any subsequent act by Owner. Any waiver by City of any default must be in writing and shall not be a waiver of any other default concerning the -same or any other provision of the Agreement. -2- 0 7. Successors and Assigns. This Agreement shall be binding and inure to the benefit of the parties hereto and their respective legal representatives, successors, and assigns. Owner agrees to incorporate this agreement by reference in any subsequent deeds to the property, but any failure to do so does not invalidate this provision. 8. Capacity. Each party represents that the person(s) executing this Agreement on behalf of such party has the authority to execute this Agreement and by such signature(s) thereby bind such party. IN WTINESS WHEREOF, the parties hereto have executed this Agreement on this day of -,jaLLL OWNER(S) or BUSINESS OWNER(S): By: S By: 61 67-1 STATE OF WASHNGTON COUNTY OF SNOHOMISH This day, personally appeared before me, '9 "T to me known to be the person(s) who executed the within and fbregl�"cument and that (he-Ishelthey) Xg, signed the same as (hislherlth zrq.. /1/1- free abd voluntary act and deed for tli��ies and purposes therein mentioz CrI`Y OF EDr S By: EMC--AghERING DIVISION — Dijiqe4c Cl-ze A/'A,"' Typed or Printed Name My Commission expires: Z//z 71-0 7 -3- 0 LEGAL DESCRIPTION All of tract 28, Skeltons Lake McAleer 5 Acre tracts as recorded in volume 6 of plats page 21 records of Snohomish County, Washington. Lying West of state road #1 except the North 207 feet there of as measured along the west line of said tract 28 EXHIBIT "A" 288.09 NOol5O'38"W m x td ---I ;k C) %tt Cil Cil 0 r-I L �op LU &u u! LAA LU xxx Ln %n V) 000 LM 20 N C4 C; r� C; (4 C4 " l\A vact,cx PER UOY Hud HUU 1�1 'tf'zi 0 S. 'j, LAMEN CONURLIOCIN CO, INC. WIMAN M 195TH, 0601 58ATTL8, WA H99 PHONI: 106-21,14M FAX: 206-114hol 007 pol AUG 19 '99 12:27 1010 TIMAKI AVE N, IIHI HATTLE1 TA HIP PHO�I: lh-14,IM i, L I AM COMMMON 0, NC. 1$144fll FA�: TO- D&TE: ?-17-7 7 A=-- FAx-: q7-f-771 -077-1 Z- le- �5 rr - FRM 1: de c- l< PAGES: 2 uchlcuna� coy:-� RE: Vi,) AIV 7- -1 p 77 0, ty OF J�j f-7 D� E. 17, Standard Face LED Illuminated W/ Lit - TRIM CAP EXISTING WALL ALUMINUM RETURN ALUMINUM BACK 3/16" ACRYLIC FACE LOW VOLTAGE CABLE PRIMARY ELECTRICAL CONDUIT FASTENERS APPROPRIATE FOR BUILDING SUBSTRATE I LED POWER SUPPLY LED MODULE 1/4" DRAIN HOLES RECEIVED JUL 16 2015 j)E,4ELo?MENT SERVICES COUN-fER Raceway, 'clo"Ill I'VON w 151-8'1 ..A T rAwd REB IL Aim 425 - 775 - 5609 "DRIVE THRU ESTIMATES"= 3 5/8' COPY; 'OFFICE'= 7 3/8" COPY; 17 1/2"LOGO; "AUTO REBUILD"= 5 1/2"COPY;�PHONE # = 4" COPY; "COWSION"= 3 1/2"COPYW/ 16 "1" PHOTO ELEVATION SCALE: ±3/16" = I �- 0" —7 2'- Cr I APPROVED BY PLANNING jin In 2 r-3- - 0 1 i Ot v-.c:;,,p - 14 & RECEIVED DEVELOPMENT SERVICES CTR CITY OF EDMONDS be9ff u neddwmrm THESE ORKNINAL DRAWANGS AND SPECEIIATIONS AM PROPIFIIIETAIN MWM COMDENnAL TO MW HUM CQ RM f3Nq, MW SHAIJ. NOT W- 'H= OR W PAIIT, OR USEI) IFEPROMICEID IN S w MY m"Nm omm N THE =WAF- cw 1"wm ImmiEw W" MCI vffmff PlImm mmosim oF mr- 0 co"moff- . MM CCL, W41 RWISTIWI0N MWINQ JOB NAME: GW AUTO REBUILD CLIENT APPROVAL:,CXY: berr I neo SCALE: 3/4" V- 0" (OR AS NOTED) T�DAM I 10/26/2001 REVISED: FIU(,AAME -Ai4�lffb. SPMWAnONS: S/F INTERIOR ILLUMINATED SIGN. ALL 0230-49 BURGUNDY, #230-33 RED & #23b,/" 0 GEX61YL ON VMITE W(AN FACE (COLLISION I LOGO ALSO INCLUDES #230-167 BLUE & #230-22 BLACK VINYL). BRONZE SIGN FRAME. 21027 61st AVE. WEST R 0. BOX 5269 LYNNWOOD, WA 98046 (425) 776-8835 -(800) 488-2430 FAX (425) 774-8221 E-MAIL design@berryneonsigns.com W 'City of Edmonds RIGHT-OF-WAY CONSTRU.CTION PERMIT A. Address or Vicinity of Consi B. Type of Work (be specific):, Permit No: Issue Date: C. Contractor: <1 z, Contact: Mailing Address7 1,)00 o4y�_ Al 019ai Phone: SIL� A -7— '97 --T C Pq r77 L?, #,�Arl 1,9,n- State License #: 574-4 Per R 4 "Liability Insurance: Bond:$, D. Building Permit # (if applicable): Side Sewer Permit # (if a glicable): E fA Commercial Subdivision [-] City Project [] EUC (PLJD, GTE, PSE, CHAMBERS, OVWD) F-1 Multi -Family Single Family F1 Other INSPECTOR- F. PAVEMENT: M-�ES nNO G. SIZE OF CUT x H. Charge: $ CONCRETE CUT: YES &?No __11\_4 k 11-t IDEA111VI-TY. Applicant understands by his/her signature to this application h6l'she holds the City ofEdmonds harm'lessfrom injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen., th.a.t may be made against the City of Edmonds or any of its departm . ents or employees, including but not limited to the defense,'b fany legdl.proceedings including defense costs and attorneyfees by reason ofgranting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINA L � a INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STR ' EE T'PA TCH: IS COMPLETED B Y CITY FORCES, A T WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FORI.SSUANCE TO THE APPLICANT. 4 * Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must haN�e' certification verifying completion of the required training in their possession. -j I 'Vith�City codes. All street -cut trench work shall be patched with asphalt or City- # Restoration is to be in aieordan6 approved material prior4o the end 6 he4orkdaY 7 NO EXCEPTIONS. + Three sets of construction drawings of proposed work are required with the permit application. IHAVEREAD THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THATIMUSTMAKE ,,THE PINK COPY1 OF THE PERMIT A VAILABLE ON SITE AT ALL TIMES FOR INSPECTIONS nature: / ( / /, Date: dp f I I-, (Contractor or Agent) 14 CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK FOR CITY USE ONLY A, -ovedby:__ Right-of-way Fee:— opr ,,T,�iiiie A,uthorii_ed'-'�'Void Afterl 0, L 31 '19 Disruption Fee/Fund_111: k-Z Spedad:Condlii6ns: eAW og l*NW__e 0#45 Restoration Fee: T I Fee: ota W"i1% � W1 ��'W-M,4ftemw 0 VM001; Receipt No: 6 f �ye OFA 1:, C4#hA_ OjE OA WWI, '_06NQ'TJ__ Issued-b :_-4"4aL 4 24L Nit, A60 CK4�'*R` 4,40.1LJA) PON COMPLETION OF PERMITTED WORK AN ENGINEERING FINAL INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS I A COMMUNITY DEVELOPMENT CODE. ItINAL APPROVAL OFPERM'ITTED WORK. - INSPECTOR'S SIGNATURE DATE: For inspection requirements see Engineering Informat ion'Handout. NO WORK SHAIA. 13EGIN PRIOR TO PERMIT ISSUANCE Permit No: City of Edmonds RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: A. Address or Vicinity of Construction: 2 -�' �- 1 '9 'f f B. Type of Work (be specific): a C. Ll 77 !!:2� Fo r Z S&rzv erz- 7-L-70_ /44-V crig- Or- L—op -;74 JV.0 I — Z�� 1� _� ^-\ -7 C. Contractor: L P- 3 g N C-i4JI', Contact: Mailing Address: )0�1,ao LVe-5,rL4k-a--4ve_ Al. -'40�4!11 Phone: -wo -a o�o9- r7"x 0", f-F 14 &D Qt.tp T icence #: /A /e --/- I " R Liability Insurance:— Bond: OF E Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. Commercial [] Subdivision F] City Project EJ EUC (PUD, GTE, PSE, CHAMBERS, OVWD) Multi -Family E] Single Family F-1 Other INSPECTOR- F. PAVEMENT: n`ftS F-1 NO G. SIZE OF CUT x H. Charge: S CONCRETE CUT: E] YES p-NO APPLICANT TO READ AND SIGN IDEMNITY. Applicant understands by his/her signature to this application helshe holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorneyfees by reason ofgranting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP A" 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 BYCITYFORCES, AT WHICH TIMEA DEBITOR CREDIT WILL BEPROCESSED FOR ISSUANCE TO THEAPPLICANT. Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possession. Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City - approved material prior to the end of the workday — NO EXCEPTIONS. Three sets of construction drawings of proposed work are required with the permit application. IHAVEREAD THE ABOVE STATEMENTS�DUN ERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE F T THAT I MUST MAKE,7WE PINK COPY FTHE.P RMITJVAILABLE ON SITE AT ALL TIMES FOR INSPECTIONS S t de - /)- '� (Contractor or Agent) CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK FOR CITY Approved by: 4&I—C.-I -_ - I Time Authorized: Void After-1 Q, I 119 Special Conditions: emt' 1�2& INWC-Mow; LIX-.V- r_ W I-T-H W I a- ( 9L E ONLY Right-of-way Fee: Disruption Fee/Fund I 11: Restoration Fee: b_F Total Fee: a - Receipt No: 810 9 4:::� Issuid b *PON COMPLETION OF PERMITTED WOW AN ENGINEERING FINAL JJ INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS COMMUNITY DEVELOPMENT CODE. 1.k]NAL APPROVAL OF PERMITTED WORK. 1,4, INSPECTOR'S SIGNATURE DATE: For inspection requirements see Engineering Information Handout. I NO WORK SHALL BEGIN 13RIOR TO PERNUT ISSUANCE W DATE RE7 2 n-/5 W 1 PERMIT EXPIRES A3 ff I . I I CITY OF EDMONDS USE PERMIT ZONE NUMBERft,-1 n6:224 JOB SyITE/APT# ADDRESS Z 0 CONSTRUCTION PERMIT APPLICATION OWNER NAME/NAME OF BUSINESS PLAT NAME/tUBDIVISION NO. LOT NO. I LIP NO. LID FEE $ 6— W Avla Re- Ise, id cc uj 10 MAILING ADDRESS -z 3s/ 0 PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP EXISTING — PROPOSED REQUIRED DEDICATION— FT TESCP Amoved d ---a- R'qU"@ Rsw P14V .. I'd Mal '7: P Insps, Sldsvk Underground WWV required _ n CITY ZIP e.14, TELEPHONE NAME METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED YES 0 No 0 A DRESS REMARKS OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROLIPRAINAGE CITY ZIP TELEPHONE NAME 13e- r r;e IV e a -v 4f c) ENGINEERING REVIEWED/DATE ADDRESS. )c FIRE REVIEWED BY DATE UA CITY ZIP, Y, TELEPHONE C YA91ANCE OR CU SHORELINEPR:ADB # INSPECTION REO'D r YES51eo BOND POSTED Z STAE LICENSE NUMBER EXPIRATION DATE I Se- tey Al c- ol 7 C- 7 'SEPA� REVIEW., COMPLETE, EXEMPT!,!! EXP SIGN I AFjE '00, HEIGHT WEV 9��SFD -b"&PwED PROPOSED fP J PROPERTY TAX ACCOUNT PARCELNO. -747-00 0z 69 AEj*"NEW 0' RESIDENTIAL C:] PLUMBING MECH CO .1 MM I ERCIAL o COMPLIANCE OR E] AUDITION CHANGE OF USE REMODEL , APARTMENT IGN .Ars LOTCOV@1 GE ALLOWED.: Flopo' .1 KS(FT) REQUIRED ,FRONT�... SIDE �REAR I SETBACKS (IT) FfITT.,4UR SIDE REAR PARKING REQ'D WDE6 P�ANNING REVIEWED BY DATE I o GRADING FENCE 0 REPAIR CYDS 0 X, FT) 777 An. rA RKS z 01 .0 DEMOLISH TANK 0 QTHE 0 GARAGE Cj A ETAINING WALL CARPORT ROCKERY RE I N I E . W 9 AL W IN , (TYPE OF USE. BUSINESS 0 NUMBER T ITICAL NUMBEIROF, CREAS 0 OWE ING AR F STORIES UNI NUMBER ECKED BY jTYPEetLCCjSrUC L CD ]lot: OC CUPANT GROUP IL .,SPECIAL INSPEC I OR REQUIRED 0 YES OCCUPANT LOAD DESCRIBE WORK TO BE DONE 4',S-14 I C- CA z 0 REMARKS PROGRESSiNSPIECTIONS PEF(VOCIOB/FINAL INSPECTION REO'D VALUATION FEE PLAN CHECK FEE� HEAT SOURCE GLAZING % LOT SLOPE % BUILDING: PLAN CHECK NO: VESTED DATE PLUMBING MECHANICAL THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO t BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC GRADING/FILL 2 DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPA . RATE PERMISSION. -efAXLSURCHARGE 2- uj PERMIT APPLICATION: 180 DAYS PERMIT LIMIT. I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYi ENG. REVIEW FEES SEE BACK OF PINK PERMIT FOR MORE INFORMATION ENG. INSPECTION FEE $A *APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS !I IN INTEREST. AGREES TO INDEMNIFY� DEFEND AND HOLD HARMLESS THE CITY OF LANDSCAPING X EDMONDS. WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND INSPECTION FEE ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY 7 FROM THE ISSUANCE OF THIS PERMIT ISSUANCE OF THIS PERMIT SHALL NOT BE RECE7�,7,3 V- 6 In i DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE PLAN CHECK DEPOSIT 0 NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION." TOTALAMOUNTDUE R 77 I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION GIVEN IS CORRECT. AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL THEOWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- This application is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL Building Official or his/her Deputy: and Fees are paid. and IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided. WORKMEN'S COMPENS 0 URA�C� AND RCW 18.27. !!fnL_ - OFFICIALS SIGNATURE 0 ATE SIGNATU E (OW AGE DATE SIGNJD (425) ? 4"fw-) 771-0220 11 R EDB $ATE ATTENTION EXT1333 IT IS UNLAWFUL TO USE 08 OCCUPY, A BUILDING OR STRUCTURE UNTIL M A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- 771-0221 ORIGINAL - FILE . 'YELA - INSPECTOR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAX PINK - OWNER - GOLD - ASSESSOR 5/98 q, ATE RECEIVED P:;.:.H PERMIT EXPIRES CITY OF EDMONDS USE PERMIT ZONE /7 NUMBER 6�&9_6050 CONSTRUCTION PERMIT APPLICATION JOB SU1fWAPT# ADDRESS 5-)t) M jj# 4?9 OWNER NAMEMAME OF BUSINESS PLAT NAME/SUBDIVISION NO. LOT N 0/ LID NO. v z LID FEE III MAILING ADDRESS PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TEWP Approved RW Permit Required j EXISTING - PROPOSED street Use Permit "d inspecd-Paqubid 13 Sidewalk Required 13 CITY zip TELEPHONE 96 6d6 Ay�� 1�_ 775-1 S_&Q, 9 REQUIRED DEDICATION- FT 1 UrklisrWatind vv=g E - 3 NAME METER SIZE LINE SIZE I NO. OF FIXTURES jerumIPIP, REQUIRED YES 13 No C3 ADDRESS REMARKS z z OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROLIDIRAINAGE CITY ZIP T�E�E NAME COLO /V, I/ IV f19AJ I?_ ENGINEERING REVIEWED BY DATE AVbRESS/ 0 FIRE REVIEWED BY DATE ul M CITY ZIP TELEPHONE 0 0 776 63 VARIANCE OR CV SHORELINE OR ADB# INSPE�CRTO RE 10YES PBOND OSTED STATVUCENSE NUMBER I? EXPIRATION DATE CHECKED BY — : QlQE 4,r_Vr &,u ijy eg, -7 7 g /111. ej 3 5�� SEPA REVIEW COMPLETE EXEMPT SIGN AREA JIF ALLOWED PROPOSED - ' HEIGHT ALLOWED PROPOSED 40 4 PROPERTY fAX ACCOUNT PARCEL NO. -7 !01 /a "0,4r a, I 1 4 0 C � Al--� (* t (�*. J C-.Q, _6 Ex�� NEW RESIDENTIAL PLUMBING / MECH LOT COVER ' AGE ALLOWED REQUIRED SETBACK$ (Fr.) FRONT SIDE REAR PROPOSED SETBACKS (Fr.) FRONT L/RSIDE REAR PROPOSED COMPLIANCE OR ADDITION �..Oo OMMERCIAL CHANGE OF USE z PA K RE0`D ING PROVIDED LOT ARE.AjPWNING REVIEWED BY DATE 'J'd, REMODEL SIGN 1:1 MULTIFAMILY FENCE REPAIR GRADING CYDS ( _ X_FT) REMARKS4,gt0_` OTHER DEMOLISH TANK 0 &1 %4 -Q11Ljr-4 o GARAGE RETAINING WALL FIRE SPRINKLER CARPORT ROCKERY FIRE ALARM z E(TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN: CHECKED BY TYPE OF GONSTRLIPTION C2 OCCUPANT rc . & -,-Ln V lz:-::; I GROUP NUMBER OF NUMBER OF DWELLING CRITICAL AREAS 1 4 SPECIAL INSPECTION OCCUPANT 0 STORIES UNITS NUMBER REQUIRED [3 YE JAREA LOAD DESCRIBE WORK TO BE DONE -7-AJ IC 1W,(Z _S1 6AJ Anf- f-' REMARKS p PROGRESS INSPECTIONS PER UBC IOS/FINAL.INSPECTION REG'D, ( f A 6Z C2 d1V 4GE2/257A2115—' VALUATION Description FEE Description FEE . Plan Check State Surcharge HEAT SOURCE L-41ING % LOT S LOPE Building Permit F,�7 Ll City Surcharge K Mck ESTED DATE Plumbing :5 _10� le Mechanical THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO t BE DONE ON PRIVATE PROPERTY ONLX ANY CONSTRUCTION ON THE PUBLIC 2 Grading DOMAIN (CURBS, SIDEWALJKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE k: SEPARATE PERMISSION. Engr. Review PERMIT APPLICATION: 180 DAYS PERMIT LIMIr I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS Engr. Inspection SEE BACK OF PINK PERMIT FOR MORE INFORMATION -APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS Fire Review Plan Chk. Deposit IN INTEREST. AGREES TO INDEMNIF% DEFEND AND HOLD HARMLESS THE CITY OF 2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES. AND AGENTS FROM ANY AND Fire Inspection Receipt # IALL CLAIMS FOR DAMAGES OF WHATEVER MATURE, ARISING DIRECTLY OR INDIRECTLY FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE 9 DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscapeinsp. Total A.mt Due 0 NOR LIMIT IN ANY WAY THE CrnrS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.' x - Recording Fee Receipt # I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION APPLICATION APPROVAL GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- This application Is not a pomh until signed by the CALL TION; AND IN DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid, and E U IN VIOLATION OF TH LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION recelpit Is acknovAedged In space provided. WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. V-41 IhOALS S19NA F TURE DATE AGE DATE SIGNED (425) I =Slpf0r�ER 771-02:20 RELEASED BY DXtE /�A�T YION EXT 1333 �2E t IS UNI WFUL TO St M OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL - FILE - YELLOW - INSPECTOR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK OWNER - GOLD - ASSESSOR 04/02 PRESS HARD -YOU ARE MAKING 5 COPIES GREEN - ACCOUNTING 13 CF� LW RECEIVE D JUL 16 2015 DEVELOPMENT SERVICES COUNTER IWA I r No man. tks "w -1 LA ,�g GV' C3 C313D Ij _V7�_ __3 0 _41 0 1 D C a 0 A.^I UQ: Y/O fil "No commercial sign shall be illuminated after 11:00 PM unless the commercial enterprise is open for business and then may remain on only as long as the enterprise is open." ly P S— mom ;E-- clan ftat Oddum MWIP11 PLAN APPROWD CITY OF EDMONDS BUILDING DEPARTMENT WORK — ADDRESS OWNER — APPROVED DATE: BLDG. OFFICIAL PERMIT NUMBER I t�i-D2-015--g�863 "w""'LAVIS MUST 6,11 ,&- -, Ft-\ 0 �ffll JOB SITe"Mm STh"EET FILE RECEIVED JUL 1 (, 2015 DEVELOPMENT SERVICES COUNTER ----------------------------------- 7- Z— W-a' DRIVE THRU AUTO ESTI MATES.. Awl REBUILD AomOFFICE M11W 425-775-5SOS -ORNETHMESTUATES'- 3 &a, COPY.—OFF)Cr- 73/8* COPY: 17 1/2"LOGO-AUTOREBM7- 5 Ur COPY; PHM* . 4'COPY"COLLOW- 3 I/rC0PYVW716""J* T (0 Ll MOLLN17-S,V& WOOD Ti (6) '�WLAO; S4 EEr /A e rA L L44K - 7-9 O's CQI��sfvcc& qR e p e)c At5 W ut RECEIVED ipLPNNIN APPROVED 5y DEC. — 5 P�.?Zoo2l ILI ('p DEVELOPMENT SERVICES CTR. X CITY OF EDMONDS e-le- v.4 4inaz vA L j e- 9,0 . C, "3 Are—,4 J., jo C—,, 4 L e— PnOJCCT NAMC f. AOOnC%30 f &W. 4v7l-o. beraug aias.ri cealmalo P.O. Box 5ZG9 LYNNw000, WA 91304G PFtoNc (425)7-76-8035--n,;� 0/.,7 0 vjs ?!go, Z- BERRYNC077CM..: 13ERRYNCOG L - ,�'Tl I v) co p w p -n p o 0 < 40 m W Z m :9 -4 C4 . . 0 0 , m 0 0 m TAX ACCOUNT N701-4BER 5767-000-028-0208 .0-.0el, to 0 to w Zq OM n w 430-- az J.3VUl -40 3Nn is3m m sc.09.00 N . .......... 00*10Z ........ ... HEA�VY LAND5rAPING HF-AVY LAN050APIN& r .......... ......... .. U3 1- — -- ------- — -- - — — ----------- r Oro) 5.5'X lb.�'FARKIIsG 5Ficl FLUE (2) A:;Ct55IBLE 5FACE 5 n 11 10 do r ------ X.ft ------ ----- r---------------- r ---------- ------- ------- 7-- ...... -------------- 24- HI&H COW_ MTN& MALL VV x 42- HiSli RAU46 ----------- - - ---- - ............ 4P. [Ar-E-, rm (b) q'X:;0'FARKIN(&57E5 TT LANDEXG-APIN& EASTIN& BUILDIN& 00*z0z .......... "--m*..9cX§.t > m...... m cn 1+ lk*da>00rkf t�pm.s_ .10 LANDSe-'APIN& 04 WWI! Wm z m cm ca I W, -am CO ,0m A 0*m r- mo m to mm< m M, b. I m > U) to �13 RECEIVED DE-` DEVELOPMENT SERVICES CTR. CITY OF EDMONDS PnOJCCT NAME St A00nEl3tl b)G- affig Imeaft campang P.O. Box 5ZG9 LYNNWoco, WA 9804'G PHONE (425)776-8035 O/In 0 lvlo�,s (,14 0 Z- BERRYNC077CM RRYNC0,85L CITY OF IMMONDS BUILDING DEPARTMENT k4w'17 4101 X1 U- [1,�'j 3 C- R RECEIVED 5 2001 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS STREET FILE, EZ)4f A CITY OF EDMONDS COMMERCIAL TENANT IMPROVEMENT/ REMODEL-, OVER SHEET Directions: 'Applicants are to complete the information in the WHITE BOXES ONLY (Shaded boxes are for City use only). This cover sheet must accompany each building permit application for a commercial tenant improvement/remodel project. PLAN.CHECK4 APPLICANT c� DATE RECEIVED PROJECT ADDRESS = C 9 IL A-) UNIT # PROPERTY TAX ACCOUNT PARCEL # t�47c\ C) -C) 2-R - 0 ?,r)8 DESCRIPTION OF WORK PHONE PHONEO(-)(n MAILING ADDRESS 11 FAX CORRECTIONS " MAIL CORRECTIONS E-MAIL CORRECTIONS L23 Li BY SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT IS MY RESPONSIBILITY TO COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE APPLICATION. I UNDERSTAND IT IS MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT MAY BE APPL' CABLE To THIS PROJECT. I ACKNOWLEDGE THAT TO THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY DIOCUMENTATI IN ORDER TO MAKE A COMPLETE APPLICATION AND NO DISCRETIONARY APPROVALS ARE REQUIRED. SIGNATUREP/\, DATE '._606E C61TIONS__ � 1997 UW, UMC, UPC, WSEC, VIAO WITH AMENDMENTS (including State Barrier Free Code) _j TYPE OF CONSTRUCTION OCCUPANCIES NUMBER OF STORIES BASEMENTS NUMBER OF EMPLOYEES TOTAL PARKING SPACES DEDICATED TO TENANT PACES R F4R_EffPkW1_Nd_§_____ EXISTING PROPOSED STRUCTURAL CALCS PROVIDED U LIGHTING BUDGET PROVIDED EXISTING AUTOMATIC SPRINKLER SYSTEM [] MANUAL AUTO NONE EXISTING FIRE ALARM SYSTEM YES El NO DISCRETIONARY APPROVALS ADB CU OTHER BARRIER FREE RESTROOMS EXISTING PROPOSED STAFF COMMENTS t PARKING INFORMATION (City Use Only) USE SQ.FT. FACTOR SPACES, REQUIRED TOTAL SPACES REQUIRED TOTAL SPACES PROVIDED BARRIER FREE SPACES REQUIRED BARRIER FREE SPACES PROVIDED STAFF COMMENTS SEPARATE PERMITS (City Use Only) MECHANICAL/HVAC FIRE SPRINKLER PLUMBING GREASE TRAP Any request for modification, variance or other administrative deviation (herinafter "variance") must be specifically called out and identified. Approval of any plat or plan containing provisions which do not comply with the city code and for which a variance has not been specifically identified, requested and considered by the appropriate city offical in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. VIAO CODE COMPLIANCE INFORMATION (Table 3-4) USE OCC,LOAD/ CEM TOTAL SQ,FT FACTOR CEM STAFF COMMENTS OCCUPANT LOAD CALCULATIONS (City Use Only) TWST;Innre�_ �*_ I TOTAL OCCUPANT LOAD _' STAFF COMMENTS . . . ........ ... . ... .. PERMIT ISSUANCE APPROVALS (City Use Only) PLANNING REVIEW & APPROVAL DATE CONDITIONS OF APPROVAL: FIRE REVIEW & APPROVAL DATE CONDITIONS OF APPROVAL: BUILDING REVIEW & APPROVAL DATE CONDITIONS OF APPROVAL: L:\temp\building\forms\Tl-rvw.vsd -- 7/00 ca C cVl,l;:-l.. 1.11 6-1-W. ki-D f-dtWA 1,5510 Hwv, qq m E � I, L71 v E " APRI 2003 PIE-FRIMIT COUNTER 039/0 Ljh�Lfq EIVCK�01119 I]REET FILE 12 1p CONC. S 412.38 (T, I N, V. .8 CMP W .412. .35 0: TOTAL SITE AREA = 17470 SF IMPERWOUS AREA = 12630 SF EX. CB TYPE 1 PERWOUS AREA = 4840 SF RIM 415.28 4 AREA SUBJECT:TO VEHICLE I-RAFFIC 6955 SF E 412.55 IN V 8" CMP NEW INV 12 CMP W 412.7 RISER MH GRA TE 423.5 20 .. ..... FCS-1 �.4:j STORMWATER DETEN77ON SYSTEm GRA TE 424. 0 P A* RKIN G L OT 787 CUBIC FEET REQUIREDIPROWDED IN V. 12" SE 414.9 BUILDING 2 4" -42J 4 22 .9 4 98 LF - 36" DIA. CSP, S=0.000o INV 36" N 415. 0 CB T 423, 3, GRA7r---42 OYERFLO'W 418.0 213.. IN P 80 C82 TYPE 2-54" 7IR" 0RIFirg- -Al x A :: 1 9 Alrun , /I--, I INV 414.5 N 0 <1 GRATE 423.5 INV 414.4 SE 1- 118" ORIFICE 416.5 ORLPJC7!7�A16.9 3'1 ROO�.Y 4' ROCKER Y 4 CKERY fl,6�,llqf.,- - , " ri 10 0 '4 N �38 -Pat ------ CONC. WALK' 42f 1).r f KI -424 7/ 71 RAYEL C-20 do" X 24. �e 10 ��A J�RIVE 425. 0 \/E DPIVE )< 4;, 0 - 9' X20'� PARKING :';PACES 0i 42Z 00 V 11 / 4?7.23 mp 428.4 N) 424.4 4 2 C. 0 424 U71LI E3 424.4 0-1 so At- OILIWA TER SEPARA 428-,-- .4d 9.11 TO SAN.. SE -xn A 4 �24. 4 -m-Al Xs NO y M m m x F G W. AHTn Ql:-p"tt r) lr_a r, - 11 23510 HIGHWAY 99 ROCKr-,Dv, . .. . ....... FIV/SH FLOOR 424.5 LJ 432 I ------- a 4'�4 0-1- f:� D CL C:l < .7 - 436 434 -4 207.00" LJ . .......... 11, / 1 �L �1� , U-) )e;., Cu �41 L �D 1,J I., Q 1801-01 gloom__; L IA 16 �4Q,r2 443.7- 44,15, 443.6 446. -'47. 7,0 s 0. 20 40 60 Sc,ale 1 20 VERTICAL DATUMi N.G.V.D. 329 BENCH MARKi US COAST AND GEODETIC SURVEY 3' BRASS DISK MONUMENT #0407, DATED 1965� MOUNTED ON NORTH FACE OF BUILDING WALL AT 32423 HWY. 99. SNrj;l. CO. SURVEY CONTROL POINT #1108 ELEV. 404.40 NGVD29.; FIELD SURVEY CONDUCTED NOVEMBER 27, 1998. BURIED U77UTIES ARE SHOWN IN THEIR APPROXIMATE EXIS71NG LOCATION, AS EVIDENCED BY SURFACE FEATURES LOCATED IN THE FIELD OR B*'.-* RECORD MAPS FROM OTHERS. WE ASSUME NO LIABILITY FOR ACTUAL LOCATlCl-,-3 OF BURIED U77LITIES IF DIFFERENT THAli SHOM. LEGEND EXISTING PROPERTY LINE RIGHT OF WAY CENTERLINE 81ISS SANITARY SEWER 4NSSS SIDE SEWER 8"SD STORM DRAIN WA TER MAIN -2* DW DOMES77C WATER -G GAS MAIN OHP OVERHEAD POWER UGT UNDERGROUND TELEPHONE FOG FOG LINE PAVEMENT EDGE - -278 2' CONTOUR - -280 10' CONTOUR 0 s SEWER MANHOLE -0' U77LITY POLE WATER VALVE 0 D STORM DRAIN MANHOLE -IL SIGN E-Q CA TCH BASIN rl FIRE HYDRANT Coo ROCKERY 13w WATER METER OG GAS METER )*-o STREET LIGHT CONIFER TREE DECIDUOUS TREE CASED STREET MONUMENT EX. CB TYPE 1 RIM 42,3-22`�, IN V. 12" Cb,,C. N 420. 00' IN V. 12 " CONC. S 419.87- IN V. 8" CMP W 420.07 EX CB TYPE I RIM 423.05 INV 8 " CMP E 420.42 NO. I DATE I DESCRIPTION -_j Ld pt- >02 L.Lj -_j < C) z: LLj Q ce (5) 1) LQ N Lo 00 M Lo c� A j,;: < cq u u�: ct) r<i (4, (Z /� 419 9 RAWING TITLE U, 77L/ 77ES CIONCEP TUA I-- DESIGN D FESI GN) S ALE. P-OT DATE.-4114199 CAD FILE. 9F36UMOVIG T NO. I F- 1z W N/ D 021- ED W �-4- < Lj of < U z 0 (U U X 402.20 20.0000 20,0(00 a_ Li uq o- CX) < L'i iT 00 Ld (yD 20 z REL Aj OC M RE SEE 4.30 fy c) z PQ '9 z W X: LEGEND W > D a. EXIS77NG U >-0 Lj 0 -EXISTING GRMJND W n > W (19.1 PROPERTY LINE 12* WW SILTATION FENCE 811SS SANITARY SEWER 4"SSS SIDE SEWER 8 "SD STORM DRAIN 811W WA TER MAIN 2" DW DOMES71C WA7ER 50' MIN. GAS MAIN OVERH EX. CB TYPE 1 R 125' MIN. OHP AD POWER RIM UGT UNDERGROUND TELEPHONE INV. 12" CONC. N 405.51 00, 1 CONC. S 405.60 FOG FOG LINE FOR ACTUAL DIMENSIONS - < 8,��Cmp W 405.87 E3 PA VEMEN T EDGE SEE PLAN of - -278 2' CONTOUR 0-�o X416.24 cr) PARKINCI LOT bj r71? A.4r %Tr d LLj W - 11W - < Lj 31 ROCKERY SHT 1C.3 VE 3+2JSEWER .16-C,L. 16 I I 1, *2*11 1 illl 11 LIU -000 b RPM 443.�6443.63-�-'. 141.1f 446.09 47.70 S ,50.44 S 1A a_ LD -4 (*q P� CL C:) - Z X F- PO Li Z (Z 0 CD SEE 20 4' ROCKERY --280 1 o, coN TOUR 1. Use 4' to 8' quarry s�at(s or crushed rock for surfacing as shown. Material, with 'fines' Is no acceptabi.e. 0 SEWER MANHOLE S 2. The 50' minimum tength shatt be tengthened as necessary to Insure -0- U71LITY POLE material, Is not tracked In -to the public right-of-way. WATER VALVE 0, CONSTRUCTION ENTRANCE DETAIL 0 STORM DRAIN MANHOLE ... ..... . NO SCALE D SIGN CA TCH BASIN 10 FIRE HYDRANT EX. CB TYPE 1 RIM 415.46 ROCKERY INV. 12" CONC. N 412.41 COCD 4NV. 12" CONC. S 412.38 IkV-, 8 " CMP W 412 35 ow WATER METER CONC. WALK BUILDING (HOUSE ALREADY -428-- REMOVED) ------ ---- 1RE-LOC-kTE0[POWER-P0LEP-,- -424- N SHT4.3 �C. 3 �4 207.00 N 00'50'38" W Scale 1" 20 1 VERTICAL DATUM, N.G.V.D, 1929 BENCH MARKi US COAST AND GEODETIC SURVEY 3' BRASS DISK MONUMENT #0407, DATED 1965, MOUNTED ON NORTH FACE OF BUILDING WALL AT 32423 HWY. 99. SNOH, CO. SURVEY CONTROL POINT #1108 ELEV. 404.40 NGVD29. FIELD SURVEY CONDUCTED NOVEMBER 27, 1998. BURIED UTIL/TIES ARE SHOWN IN THEIR APPROXIMATE EXISTING LOCA77ON, AS EVIDENCED By SURFACE FEATURES LOCATED IN THE FIELD OR BY RECORD MAPS FROM OTHERS. WE ASSUME NO LIABILITY FOR ACTUAL LOCA77ONS OF BURIED UTILITIES IF DIFFERENT THAN SHOWN. . S OG GAS METER EX. C�13T E 1 SS 413 RIM 415.28 )*-0 STREET LIGHT .28 INV. 8" CMP E 412.54�,,� /11 00, CONIFER TREE 14, 41 . 13 DECIDUOUS TREE 417.82 '.59 416.45 CASED STREET MONUMENT fmm. 3 Ln 16. 416. A V. X4� CD z WEST LINE OF TRACT 28 < M 1� zo/ 0 W 0 y- Ir. bi Ld Z W 421.47 :;-5,7633 V mc),j >- _j n- CL CZ -J 1:1 -ul W <:i P CONSTRUC77ON NOTES. 1) ATTEND PRECONSTRUC77ON CONFERENCE KITH INSPECTOR 2) FLAG ANDIOR FENCE CLEARING LIMITS 3) INSTALL CATCH BASIN PROTECTION, IF NECESSARY 4) INSTALL PERIMETER PROTEC77ON (FILTER FABRIC FENCE, ETC.) 5) GRADE AND INSTALL CONSTRUCT70N ENTRANCE 6) CONSTRUCT SURFACE WATER CONTROLS, DITCHES, AND RELATED BMPS AS NEEDED, OR AS DIRECTED 7) MAINTAIN BMPS THROUGHOUT CONSTRUCITON PERIOD 8) GRADE SITE, INSTALL UTILITIES, BUILDING FOUNDATION 9) SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DA YS 10) COMPLETE PA WNG, LANDSCAPING 11) UPON COMPLE77ON OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE ACP X479.19 X420.87 CONC. '417. 01. .8 IN P BOLT�� 420 C�. v421.71 i G. W. AUTO REBUILD BUILDING 23510 HIGHWAY 99 FILTER FABRIC MATERIAL 60' WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTATCH FABRIC TO WIRE. F2' BY 2' 14 GA. WIRE FABRIC OR EQUIV, I 11 Purpose C 1 3 cu To retain sediment from very small disturbed I I areas by construction of a temporary barrier from zn made residue materiats avaltabls from clearing and grubbing the site. z 1 0 - - - - - - BURY BOTTOM OF FABRIC - --- MATERIAL IN 8' BY 12' TRENCH Conditions Where Practice Apptles CU 6' MAX Betow disturbed areas suVect to sheet and Hit erosion, where enough res due mater-lat Is avallabte for construction of such a barrier. Note, does not reptace the need for a sediment trQp or pond, Design CrIterIa/Spec1f Ications o See Figure 5,4.4G f or detalt. FILTER FABRIC MATERIAL - D o Minimum height = 3 f eet, maximum height = 5 f eet. Minimum 2' BY 2' BY 14 GA. WIRE o width = 5 feet at its base, FABRIC OF EQUIV, maximum width = 15 f eet, o A fitter fence anchored over the z 1 :1 brush berm may be repuired by CU BALD to enhance the Ittraton ability of the barrier. PROVIDE 3/4' -------- WASHED GRAVEL BACKFILL ?U IN TRENCH AND ON BOTH SIDES 8 MIN. OF FILTER FENCE FABRIC ON THE SURFACE. COW- -muclowro" 2' BY 41 WOOD POST-,-� ALT, STEEL FENCE POSTS. FILTER FABRIC FENCE DETAIL o--,, 'r-O NO SCALE CITY FNGINI- EX. CB TYPE 1 RIM 423.22 IN V. 12" CONC. N 420. 00 IN V. 12" CONC. S 419.87 IN V. 8" CMP W 420.07 EX. CB TYPE I RIM 423.05 IN V. 8" CMP E 420.42 1� C� Ld Q: LL �11 Cj:: Ld �i Uj LLJ (01 k LQ . Ltj " 1-z- U� (3 66 Lij Q:� L - Li Cq L0 W Z 00 Co 1 1 LO Z 'It Uj n Lai '1- 0) 1 (0 (0(0 < - (5 6 L(60 WSs'q- 0 0 < 04 Cq 0- >U<i N "e. L0 CN DRA WING ISSUE STABILIZATION OF EXPOSED AREAS (MIN. REQUIREMENT): BLDG AND GRADING ALL SOILS EXPOSED BY LAND DISTURBING ACTIWTIES PERMITS SHALL BE STABILIZED BY SUITABLE APPLICA77ON OF BEST MANAGEMENT PRAC77CES (BMPS), INCLUDING, 2ND SUBMITTAL BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO (2) DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE DRAWING TITLE THAN SEVEN (7) DAYS FROM MAY 1 THROUGH SEPTEMBER 30). DEMOL177ON AND NO. DA TE DESCRIPTION F-In EROSION COMMOL SCALE. PLOT DATE.2127100 CAD FILE. 9836C2-2.DWG SHEET NO. co I LEGEND cc z Z Ld V n 0 Ld 0 0 �- z LIJ Cy- U C.) z (Ij U —i ) s x402.20 I�� I 20,0000 20.0(00 (L C/) 20 NEW I. CONC. Fj, SAWCUT I Z r, 0 r� ry CD CO c:::t :* Z n CY <r cli '00-1 EX. CB TYPE 1 RIM INV. 12" CONC. N 405.51 1N-Y. 12 to CONC. S 405.60 INV.-8—"—CMP W 405.87 08. eaa' /0 TOTAL SITE AREA = 17470 SF IMPERVIOUS AREA = 12630 SF PERVIOUS AREA = 4840 SF AREA SUBJECT TO VEHICLE TRAFFIC = 6955 SF NOTES: A REMOVE POWER POLE TO NEW PUGET SOUND ENERGY EASEMENT, LOCATION TO BE DETERMINED BY PUGET SOUND ENERGY, IF RELOCATION REQUIRED (NOT THIS CONTRACT). TRAMC CONTROL PLAN REQUIRED FOR POLE RELOCAT10N AND ALL RIGHT—OF—WAY WORK- A2 POSSIBLE NEW LOCA77ON OF RELOCATED POWER POLE- A3 SAWCUT PAVEMENT AT FOGLINE A CENTERLINE LOCA71ON FOR ILLUSTRA71ON ONLY. DO NOT STRIPE. A5 PROVIDE BAR STRIPING AND NO PARKING SIGNAGE G.W. AUTO ANDIOR THE NEW OWNERS OF 23510 SR99 WILL BE RESPONSIBLE FOR THE FUTURE TIE—IN AT THIS LOCA77ON WITH ANY MODIFICATIONS FOR THE PROPERTY LOCATED TO THE ADJACENTEAST EX. CB TYPE 1 RIM 415.46 INV. 12" CONC. N 412-41 1 ' CONC. S 412-38 .8 �V CMP W 412.35 EX. C13 TYPE 1 RIM 415.28 `� IN V. 8" CMP E 412-5-�_ Scale I 1� 20 VERTICAL DATUMi N.G.V.D. 1929 BENCH MARK, US COAST AND GEODETIC SURVEY 3- BRASS DISK MONUMENT #0407, DATED 1965, MOUNTED [IN NORTH FACE OF BUILDING WALL AT 32423 HWY. 99. SNOH. CO, SURVEY CONTROL POINT #1108 ELEV. 404.40 NGVD29. FIELD SURVEY CONDUCTED NOVEMBER 27, 1998. BURIED U77LITIES ARE SHOWN IN THEIR APPROXIMATE EXISTING LOCATION, AS EVIDENCED BY SURFACE FEATURES LOCATED IN THE FIELD OR BY RECORD MAPS FROM OTHERS. WE ASSUME NO LIABILITY FOR ACTUAL LOCATIONS OF BURIED U77LI71ES IF DIFFERENT THAN SHOWN. EXISTING PROPERTY LINE RIGHT OF WAY CENTERLINE 8"SS SANITARY SEWER 4"SSS SIDE SEWER 8"SD STORM DRAIN WA TER MAIN 8"W' DOMES77C WATER —2" DW G GAS MAIN — — OHP OVERHEAD POWER UNDERGROUND TELEPHONE UGT FOG LINE FOG t'AVtMr-#'V I r-Llur- 278 — 2' CONTOUR 280 — 10' CONTOUR 0 SEWER MANHOLE -0- U77LITY POLE M WATER VALVE 0 STORM DRAIN MANHOLE n SIGN Iff I CA TCH BASIN '0 FIRE HYDRANT cor.:) ROCKERY sw WATER METER EIG GAS METER )*--o STREET LIGHT CONIFER TREE DECIDUOUS TREE PROPERTYCORNER AFTER DEDICATION DRAINAGE DIRECTION EX. CB TYPE 1 RIM 423.22 INV. 12" CONC. N 420.00 INV. 12" CONC. S 419.87 IN V. Boo CMP W 420.07 EX CB TYPE 1 RIM 423.05 INV. Boo CMP E 420.42 fib 7 C" ENGINEER or CL V) -<c C) ��E jE ui >< I bi 10 Lu ';3 :D V) , Z 00 0 U) < 00 Co U) U) 0) 0) Q: (0 Ld ZE: U) V) I - Vv- I 0 0 i z z �"- -- -<j -C� to - Z N Nq (n 0- x W Q) Lo n CN p) DRA WING ISSUE BLDG AND GRADING PERMI TS SUBMITTAL 4 DRAWING TITLE GRADING AND PA WNG PLAN SCALE: PLOT DATE: 612100 CAD FILE. 98J6C5-5-DWG SHEET NO. C*2 7 L. z Z Lu 2: :3 z ILA L3 < 12 P5 uu z M Z (u U AS�y LEGEND EXIS77NG PROPERTY LINE RIGHT OF WAY CENTERLINE 8"sS SANITARY SEWER 47SSS SIDE SEWER 8"SD STORM DRAIN 8"w WA TER MAIN 2" DW DOMESTIC WATER _G GAS MAIN EX. CB TYPE 1 OHP OVERHEAD POWER RIM 00 INV. 12" CONIC. N 405.51 'IN,V� UGT UNDERGROUND TELEPHONE 12" CONC. S 405.60 FOG I WE 20.0000 -1- 2010(00 IN V. 6�� W 405.87 PA VEMEN T EDGE -278 2' CONTOUR --280-- 10' CON TOUR SEWER MANHOLE 08. _/vo os CD 0- U77LITY POLE WA TER VA L VE C� CD all kAj uq CL Co (TI 0 D STORM DRAW MANHOLE In SIGN Q CA TCH BASIN I - r, v rum ri YDRANT (o EX. CB TYPE 1 RIM 415.46 INV. 12" CONC. N 412.41 ROCKERY x �x CQD Ld W 1 2: -tN V. 12 CONIC. S 412.38 rz IN pp W V*- �8CMP W 412.35 EIW WA TER ME TER CM' Co 00 x EX. CB E 1 s 0? o. CB1 TYPE 1 < TOTAL SITE AREA = 17470 SF 5.9 IMPERVIOUS AREA = 126.30 SF 5 - CB OG GAS METER I:� 413. RIM 415.28 GRA TE 424.5 PERWOUS AREA = 4840 SF 28 IN V. 8" CMP E 412 )*-0 STREET LIGHT X416124 IN V 12" E 422.7 AREA SUBJECT To VEHICLE TRAFFIC = 6955 SF ............. .. .�f4 00 NEW INV 8" CMP ��41 CONIFER TREE INV 12" SW 422.6 X414.8 12" CONIC RISER MH6 415.13 10 LF CB2 TYPE 1 GRATE 423.5 417.82 X 59 416.45 DECIDUOUS TREE 20 x '20.-53-1 S=0.010 GRA 7E 4.25.9 INV 12" W 422.9 PROPERTY CORNER IN V 12" E 422.8 FCS5 TYPE 2-54" in 16. X416. AFIER DEDICA77ON A V. STORMWATER DETEN71ON SYSTEM GRA TE 423.5 X417. DRAINAGE DIRECTION RKING LOT 778 CUBIC FEET REQ INV 8" SE 417.9 BUILDING 4198 C w11%L_Lj/v-fAvv1ur_u INV 36" N 418. 0 x B4 TYPE I &F3. Z4,Y4 98 LF - 36" DIA . CSP, S=0.0000 PATE-42T; IN P BOLT FH 4 2�j!. -3 OVERFLOW 421.0 5 ELE 4 = A w r%12 -7 T*VMr' IN Al XZ Al 1 0 - on hir- Un N Z-Zilf, 'I //d UKIFICE 416.0 .:.5 Q( WNEGT- TO <E GRA TE 42 1-118" ORIFICE 419.5 INV 41Z4 1W LJ D1_ 41& 9 T CONC. ROC INV 36" S 416.0 EA D W1 ORIFICE 41 A C X419.19 0 CKERY �.O 0 1424.10 421.50 31 4p Xl' I WV 4� 4' ROCKERY INV 6" S 420.5 iLL147 23.80 M TC RELOCA TE E111 . -, I !;�� 11 wM - �I 1 11 CONIC. WALK 4 IN VAUL 1 %,42, '32 420 RELOCA T 1 ATLWA 7q�_pLSL_ARP4?GLVE-D_S1TE_ N 00 03 Y4 A AWN Z_ 424- EXT CONIC. CURB LANDSCAPING 207.00 Y424.9g,42,5.05 LANDSCAPING .10 pV(X$R�7 SFVVER 6 C. 0. 8' C TILEVPP �ALL n6 6 .0% MIN. 0.. '4 7 425.001 42 424.80 ru Gz= 4;R7. 00 ( , ': - - - _r ON 6 9' X 2 PARKING SP ES i90 424.50 4 424.30 67 6" C. 0. W UN N GL-- 2.3 19 C '2.20 --/,AzLsa__ 421,71 t2Z40 4Z4. 00 TNG CONC. 24 30 PA NEW A 5 6 CONIC. IV, E4 N (5 \--i 76-33 423.50 L�j� 4,22.60 ASAWCUT F G -It* A T K D W 424.34 a Ci 424.3ir r;:l 'n CL 9. 8 ro NEW P T 424.40 3.8141 8" CONIC. RETAINING S V) LL - WITH HAND RAIL 4�31J z 430 ---- ::: w � -< -'�" >- TOP OF WALL 424. 10 G. W, AUTO REBUILD BUILDING ........ 4 4n z n�,�p .0 RE-M79VE 2P 4 GH 42 .10 6 P#AIN op 3' CONIC. WALK riPQ CONCRETE SIDEWALK -42 7 23510 HIGHWAY 99 fy- 4 3 P_ 0, 0 0 6 0 FIN/ 2.5) 4 V6_ N/ FLOON 424.5 -I- I C�') I - T GRA rE 42 4.6 3' HIGH I <-- �- U-) &5' 32 RMHY IN V 423.6 N Et ID P:::i Q) "-.t: 90 1A Q_ INV 123.5 S Eh fD Lr 16 SMLLS @ 8.5'XIB,," Z 1�' B3 TYPE 11 E 1 HC R4MP LLJ NED G ��.5'_� - ��4341- 1 1 1 1 1 1 1 1 2 E 431.3 Fm z _RD__ F7D RD _rw -RD--O- Flu RD-' RD-11 DWINV 2" E 431.5 DS S C3 < ERGY EISEMENT 1� pq 3:EWER : *13 OPOSED PUGETIPOUND EN HEAVY LANDSCAPING 3+2C. A �0;_Qz 207.00 ___'�--434 �4 od 436� N 00*50'38" W WEST LINE OF TRACT 28 Wtnm5' CONC. WALK ROOF DRAIN PA '4 CU Z0 ri- C5.4 6" PVC SEE ARCHITECTURAL PLANS 0 GR DEb A, ce CL G=1.00% MIN. (ALL PIPES�. FOR DETAILS OF DRAINAGE CRUSHED SURFACING PER WSDOT STD. SPE 9.03.A AT WALL AND FOUNDATION. t__ Ld Z ty- Z 0 N W Z W "Eim I V. 43f I Cs k CH DITCH LINE 6" G JARR K SPA !.S 12" CMP 4 40.16 431-"�2 18 LF S=0.2944 TRASH RACK NOTES. 20 0 20 40 60 Al REMOVE POWER POLE TO NEW PUGET SOUND ENERGY 11 443.7, EASEMENT, LOCA77ON TO BE DETERMINED BY OEM= 443_0443.63�. PUGET SOUND ENERGY, IF RELOCATION REQUIRED (NOT THIS CONTRACT). TRAFFIC CONMOL PLAN Scale 1" 20' REQUIRED FOR POLE RELOCA77ON AND ALL RIGHT-OF-WAY WORK. VERTICAL DATUMI N.G.V.D, 1929 446.09 A2 POSSIBLE NEW LOCA77ON OF RELOCATED POWER POLE. BENCH MARK, US COAST AND GEODETIC SURVEY 3' BRASS DISK MONUMENT #0407, DATED 1965, MOUNTED ON NORTH FACE OF BUILDING WALL AT 32423 HWY, 99. SNOH. CO. SURVEY A3 SAWCUT PAVEMENT AT FOGLINE CONTROL POINT #1108 ELEV. 404.40 NGVD29. 4Z70 s CENTERLINE LOCATION FOR ILLUSTRA77ON ONLY FIELD SURVEY CONDUCTED NOVEMBER 27, 1998. DO NOT STRIPE. BURIED. U77LITIES ARE SHOWN IN THEIR APPROXIMATE EXISTING LOCATION, AS EWDENCED By SURFACE FEATURES LOCATED A5 PROVIDE BAR STRIPING AND NO PARKING SIGNAGE IN THE FIELD OR BY RECORD MAPS FROM OTHERS. WE ASSUME NO LIABILITY FOR ACTUAL LOCATIONS OF BURIED UTILITIES -A50.44 IF DIFFERENT THAN SHOW. EX CB TYPE 1 RIM 423.22 INV. 12" CONIC. N 420.00 IN V. 12" CONIC. S 419.87 IN V. 8" CMP W 420.07 EX CB TYPE I RIM 423.05 INV 8" CMP E 420.42 ct Ld >2 � L ul it ;:c C) �:E z :( uj _3 W (C) --i >< LLJ Q� U-] N Lo uj";c �s n n n.. 00 00 to LE) ui 'C' _9 " _N U'o) L 0 iz ov- <-, Z ol (n w Of (L x Li Q) DRA WING ISSUE BLDG AND GRADING PERMITS SUBMITTAL 4 DRAWING TITLE U77LI77ES PLAN SCALE: PLOT DATE. 612100 CAD FILE. 9836C1-4.DWG SHEET NO. co i --I NO. I DA 7E DESCRIP77ON m VASIED S C UE RADIUS VARIES FOR MULTIFAMILY. RADIUS FOR COMMERICAL SITES SHALL BE 35' < TYPE 2 HANDICAP RAMP > 5' LONG RAMP MIN. 0- SIDEWALK� A 1�n PLACE 1' WIDE TACTILE 1' BEHIND START OF RAMP CONCRETE CURB AND GUTTER OR 16' VERTICAL CURB (TO MATCH EXISTING CURBING) SHALL EXTEND TO END OF RADIUS. EXTRUDED CURB SHALL START AT END OF RADIUS TRANSITION SLOPE SHALL BE 1:10 (TYP) TYPE I HANDICAP RAMP Z 51 LONG RAMP MIN. CONCRETE CURB AND GUTTER /PLACE FULL DEPTH EXPANSION JOINT BETWEEN C/G AND HIGH TRAFFIC LOAD GUTTER, IF WING AND C/G ARE NOT POURED AS ONE UNIT CURB/GUTTER AND WING FOR HIGH TRAFFIC LOAD GUTTER MAY BE POURED AS ONE UNIT. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED IF WIDTH OF OPENING EXCEEDS 15'. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDING METAL GRATE PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOW. THE LONG ATTERN AXIS OF THE DIAMOND P SHALL BE PERPENDICULAR TO THE CURB. GROVES SHALL BE 1 /8" DEEP AND 1/4"WIDE C\1 1/4" 1 1/4" NOMINAL DIMENSIONS TRACTION GRID TACTILE STRIP TACTILE STRIP (TYPICAL -ALL LOCATIONS) 2190' 316" 21911 TRACTION GRID (TYPICAL) "A-11" CURB AND GUTTER . (NEW CONSTRUCTION ONLY) FRONT VIEW SIDE VIEW A' KAIMIKAI IKA 1/2" MAX. 5" CONCRETE COMPACTED SUBGRADE ADD CRUSHED ROCK BASE AS REQUIRED L A 04C Cill N W- 1 NO') Locking Device Pockets NW 100 Channel 10 DRAIN Aco Bottom Knock -out Reinforced areq ACCI Anchor ribs TRENCH DRAIN: ACO NW-100 CHANNEL SLOPE 6" WIDTH CHANNELS NW 100-20 THRU 25 END DEPTH 10.0 THRU 11.2 IN. XHD-475 DUCTILE IRON GRATE 6" BOTTOM KNOCKOUT 7@1k U_ 0 w LL 114" ---o--OUTSIDE PAVEMENT EDGE —AVA6,1 0 :411,01A, 6" INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR EXPANSION JOINT DUMMY JOINT 4 .4 . -4 4. 4. 4 4' 4 A 10, O.C. 5' O.0 IN- -.1111I 5' T 0 7' 2% 4 . IE�I -IIE-Ell-E, M T1 COMPACTED NATIVE MATERIAL 7FULL UNLESS OTHERWISE SPECIFIED BY ENGINEER N 0 T E: DEPTH 1/2' EXPANSION JOINT MATERIAL I. CONCRETE SHALL BE CLASS 3- 300OPSI 2. CONCRETE SHALL BE BROOM FINISHED 3. SIDEWALK THICKNESS SHALL BE 5-1/2' AND 6' THICK AT DRIVEWAYS 4, CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK R:-/ COIN'CRETE WALK (-1" BATTER 11" R. 0.05 FT- FT. PAVEMENT WIDTH 45� 611 i 18" STANDARD 2411 ARTERIAL LIMIT OF PIPEIZONE W VARIES SELECT MTL OR IMPORTED (AS DIRECTED BY ENGINEER) FOUNDATION LEVEL Uj z 0 N w CL FL PIPE BASE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES 3- CONPACT BEDDING MA TERIAL TO 95% MAX DENSITY 4. MAKE SURFACE OF BEDDING LEVEL, OR SLOPE UP AWAY FROM PIPE oil U[vi BARS WITH ENDS WELDED TC BAR -FRAME 1' MIN. T — K� 0 3 0 BEVELED PIPE B EVEI EN—D END SECTION P IPE COUPLING 37 A" 2'X5' ANCHOR STRIPS WELDED TO 3/4!' DIA. BAR -FRAME 4 PLCS. SPACED UNIFORMLY FASTEN WITHIN 1/2- BOLTS AND NUTS. PLAN VIEW NOTES: ALL PARTS MUST BE ALUMINUM OR STAINLESS STEEL. MAY BE REMOVED 3/4!' DIA. BAR -FRAM 4!' O.C. MAX. BAR SPACING END VIEW LAMPHOLE COVER (OLYMPIC FOUNDRY CO. 5931 OR EQUAL 3/4"SQUARES SPACED —314" AS INDICATED HT. 1/8" TYR CLEANOUT UNDER ASPHALT (1) 8" RISE call WATTER TIGHT :.-. .. .. �. .:%, r (1) 2" WIDE -4 0 CAP BORDEH 10" 611 RISER 12" FIBER JOINT PACKING 4" 27/811 0 1 /8 BEND 6" WYE & 45 1/8 BEND MErAL OR PLASTIC EXPANDABLE PLUG 4"OR 6" SIDE SEWER 6" CITY STUB PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS SHOULDER— PAVEMENT 411 LEVEL COURSE L1 MINIMUM THICKNESS W, 2" ACIP PAVEMENT 2" AGG LEVELING COURSE .43 Z) 411 AGG BASE COURSE APPROVED SUBBASE Ld ct� >2 ZD __J V) Vi >< Lai 48 :D z _w LLA N LO 11' r) In D3 co I I Cj C D U-) 6 In in :z �3_ '68 (wn R ,M < < Lk� IL X 0 Irl DRA WING ISSUE BLDG AND GRADING PERMITS 2ND SUBA41TTAL DRAWING TITLE U"RL IRES & GRADING DETAILS SCALE: PLOT DATE:1111100 CAD FILE: 98J6CJ-1.DWG SHEET NO. NO. I DATE DESCRIPTION GRADING NOTES 1, ALL WORK AND MATERIALS SHALL BE IN ACCEPTANCE WITH THE LATEST EDITION OF THE CITY OF EDMONDS COMMUNITY SERVICES DEPARTMENT ENGINEERING STANDARDS, 2. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF EDMONDS CONSTRUCTION INSPECTION PERSONNEL, 3, A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS, 4, ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES. 5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY, 6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD)D SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLETATION OF THIS PLAN, THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF CONFLICT EXIST. 8. THE FACILITIES SHOWN ON THE THE APPROVED EROSION /SEDIMENTATION CONTROL PLANS SHALL BE CONSTRUCTED/ IMPLEMENTED PRIOR TO ANY EXTENSIVE GRADING OR LAND CLEARING IN ACCORDANCE WITH THAT PLAN, THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ONSITE EROSION HAS PASSED. 9. GRADING INTO AREAS OUTSIDE OF . THIS PROPERTY IS SUBJECT TO THE WRITTEN CONSENT OF ADJOINING PROPERTY OWNERS. FAILURE TO OBTAIN SUCH CONSENT MAY REQUIRE ADDITIONAL ROCKERY OR OTHER SUITABLE SOIL STABILIZATION SUCH THAT ALL GRADING OCCURS WITHIN THE PROJECTS BOUNDARIES, THE CONTRACTOR SHALL VERIFY THE STATUS OF THE ADJOINING PROPERTY OWNERS CONSENT BY CONTACTING,THE DEVELOPER PRIOR TO PERFORMING WORK OUTSIDE THE PROJECT BOUNDARIES. 12, NO FINAL GRADE CUT OR EMBANKMENT SLOPE SHALL EXCEED 21l (HORIZ./VERT.) WITHOUT STABILIZATION BY ROCKERY (NOT TO EXCEED 8').OR BY RETAINING WALL, UNLESS SPECIFICALLY AUTHORIZED BY A LICENSED SOIL ENGINEER AND APPROVED BY THE CITY OF EDMONDS. 14. WHERE, BERMING, FILLING, OR OTHER GRADING OCCURS WITHIN THE DRIPLINE OF ANY TREE DENOTED ON THESE PLANS TO BE SAVED, THE GRADING CONTRACTOR SHALL EXERCISE SPECIAL CARE TO ASSURE THIS WORK DOES NOT RESULT IN THE DEMISE OF THE TREE. TECHNIQUES SUCH AS ROCKERYS, TREE PROTECTION FENCES, OR OTHER METHODS RECOMMENDED BY THE LANDSCAPE ARCHITECT SHALL BE EMPLOYED. 15, ALL EARTHWORK UNDER PAVING TO BE USED BY VEHICULAR TRAFFIC SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER A.S.T.M. D-1557-78 (MODIFIED PROCTOR). 16, UNLCSS OTHERWISE NOTED, ALL SPOT ELEVATIONS SHOWN IN PAVED AREAS ARE TOP OF PAVING. CH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS INTICIPATED FOR A PERIOD OF 19. ANY AREA WHI ED WITH MULCHING, GRASS SEEDING OR OTHER APPROVED EROSION 30 DAYS OR MORE SHALL BE IMMEDIATELY STABILIZ CONTROL TREATMENT APPLICABLE TO THE OF YEAR IN QUESTION, GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THRU SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER CITY OF RENTON APPROVED TREATMENT, STRAW MULCH SHALL CONSIST OF A MINIMUM THICKNESS OF TWO INCHES SPREAD EVENLY OVER THE SURFACE TO BE PROTECTED. NETTING MAY BE REQUIRED TO HOLD MULCH IN PLACE ON STEEP SLOPES. GRASS SEEDING SHALL BE ACCOMPLISHED THROUGH THE USE OF A CITY OF EDMONDS-APPROVED HYDROSEEDER AND SEED MIXTURE OR THROUGH PLACEMENT OF AN ACCEPTANCE SOD, 20. MAJOR EXPOSED, GRADED SLOPES SHALL BE PROTECTED BY CLEAR PLASTIC SHEETING OR SIMILAR APPROVED METHOD UNTIL SUCH TIME AS THE VEGATIVE COVER HAS BEEN ESTABLISHED SUFFICIENTLY TO INHIBIT EROSION, 21, ANY OPEN CUTS OF EXISTING PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH CITY OF SULTAN AND/OR WSDOT STANDARDS. ALL CUTS INTO EXISTING ASPHAL . T SHALL BE ALONG NEAT, CONTINUOUS, SAWED LINES, A TEMPORARY COLD MIX PATCH SHALL BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. THE EXISTING SURFACING MUST BE REPLACED IN KIND (OR 4 INCHES OF COMPACTED CLASS 'B' ASHFALL CONCRETE, WHICHEVER IS GREATER) WITHIN 30 DAYS OF TEMPORARY PATCHING. THE CONTRACTOR SHALL CLOSELY FOLLOW REQUIREMENTS OF THE RIGHT-OF-WAY PERMIT -- SPECIFICALLY, ALLOWABLE WORKING HOURS, DETOURS AND WARNING SIGNS, AND NOTIFICATION OF ROAD ALTERATIONS TO THE POLICE AND/OR EMERGENCY SERVICES. 22, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY O=IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE W.S.D.O.T, STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL SHALL APPLY, 23. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING, WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR CITY OF RENTON APPROVAL. 24, IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE RELOCATION OR REMOVAL OF EXISTING UTILITY POLES, STREET LIGHTS, TRAFFIC SIGNALS, ETC, BY CONTACTING THE APPROPRIATE UTILITY COMPANIES. REFER TO THE PLAN FOR SPECIFICS, STORM DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO THE CONSTRUCTION MEETING, 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(l). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 4. ALL DRAINAGE STRUCTURES ASSOCIATED WITH -A PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE LOCKING LIDS, 5, ALL CATCH BASINS SHALL CONFORM TO THE CITY OF EDMONDS STANDARDS. 7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4'-8'/40%-70% PASSING, 2'-4' ROCK/ 30%-40% PASSING, AND -2' ROCK/10%-20% PASSING, INSTALLATION SHALL BE ACCORDANCE WITH CITY OF EDMONDS STANDARDS AND SPECIFICATIONS, 10, THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE WITH THE CITY OF EDMONDS, ANY DEVIATION FROM THE APPROVE� PLANS WILL REQUIREE WRITTEN APPROVAL FROM THE CITY OF SULTAN, OR DESIGN ENGINEER. it, A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS, 13, ALL SEDIMENT AT ION/ EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE IN SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENIAL FOR ON -SITE EROSION HAS PASSED, 14. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY OF EDMONDS, 15, GRASS SEED MAY BE APPLIED BY HYDROSEEDING, THE GRASS SEED MIXTURE SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE CITY OF EDMONDS. 16, STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEE� OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. ig, ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY OF EDMONDS AND DESIGN ENGINEER, AN ACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYS'TEM W[LL BE SUBMITTED TO THE CITY OF EDMONDS UPON COMPLETION, 21, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED IN THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23, TRAFFIC CONTROL, SHALL APPLY. 22, SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUFER PROTECTION AREA, 23, IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY, 24. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMEN- TATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF A CONFLICT EXISTS. 26, ALL STORM DRAINAGE STRUCTURES, AS DESIGNATED IN THE PLANS, SHALL BE ONE OF THE FOLLOWINGi B. TYPE I CATCH BASIN - WSDOT STD. PLAN NO. B-1, OR EQUAL. C. TYPE I-L CATCH BASIN - WSDOT STD, PLAN NO, B-1A, OR EQUAL. D. TYPE 11 CATCH BASIN - WSDOT STD, PLAN B-1E, (WITH MINIMUM 24- DEEP SUMP BELOW PIPE INVERT), OR EQUAL, 28. ALL STORM DRAIN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLOWING MATERIALS UNLESS OTHERWISE SPECIFIED IN THE PLANS, ALL PIPE JOINTS MUST BE GASKETED WATERTIGHT AND MUST BE OF THE SAME MATERIAL AS THE PIPE. ALL PIPE SHALL HAVE A MINIMUM COVER OF 12" AND SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCTION (REFER TO THE MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM COVER FOR HEAVY EQUIPMENT LOADINGS). A. DUCTILE IRON 4' THROUGH 14' DIAMETER PIPE SHALL BE CLASS 52 AND 16' THROUGH 24' DIAMETER PIPE SHALL BE CLASS 50, ALL IN ACCORDANCE WITH USA STANDARD A-21.1 (AWWA C-51). ALL JOINTS SHALL BE PUSH -ON, MECHANICAL, OR FLANGED. B. CONCRETE 4' THROUGH 18' DIAMETER PIPE SHALL BE NON -REINFORCED, BELL AND SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-14 (CLASS 11). 21' THROUGH 36' DIAMETER PIPE SHALL BE REINFORCED, BELL AND SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-76. C. PVC 4' THROUGH 18' DIAMETER PIPE WITH 18' TO 36' OF COVER SHALL BE IN ACCORDANCE WITH ASTM D3034 SDR 21, 4' THROUGH 18' DIAMETER PIPE, WITH OVER 36' OF COVER SHALL BE IN ACCORDANCE WITH ASTM D3034 SDR 35, ALL JOINTS SHALL BE PUSH -ON WITH RUBBER GASKETS. (NOTEi PVC PIPE USED FOR DOWNSPOUT LEADERS, YARD DRAINS, AND LANDSCAPING DRAINAGE MAY BE ASTM D2729 WITH SOLVENT WELDED JOINTS, 12, MINIMUM COVER.) D, HELICAL CORRUGATED ALUMINUM PIPE (CMP) 6' THROUGH 18' DIAMETER SHALL BE 16 GAUGE WITH 2-2/3' X 1/2' CORRUGATIONS. 21' THROUGH 36' DIAMETER PIPE SHALL BE 14 GAUGE WITH 2-2/3 X 1/2' CORRUGATIONS, REFER TO DETAILS IN THESE PLANS FOR ANY PIPES LARGER THAN 36' IN DIAMETER. E, HELICAL CORRUGATED STEEL PIPE (CMP) 6' THROUGH 36' SHALL BE 16 GAUGE WITH 2-2/3' X 1/2' CORRUGATIONS. ALL STEEL MATERIALS SHALL BE GALVANIZED AND ASPHALT TREATMENT I COATED, REFER TO DETAILS IN THESE PLANS FOR ANY PIPES LARGER THAN 36' IN DIAMETER. F, CORRUGATED POLYETHYLENE TUBING (ADS) 4' THROUGH 12' IN DIAMETER PIPE SHALL CONFORM TO ASTM F-405 HEAVY DUTY, AS SUPPLIED BY ADVANCED DRAINAGE SYSTEMS, OR EQUAL, 6, CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (CPEP) 12' THROUGH 36' DIAMETER SHALL BE IN ACCORDANCE WITH AASHTO M-294, AS SUPPLIED BY ADVANCED DRAINAGE SYSTEMS DESIGNATED N-12, OR EQUAL. 29. ALL BUILDING ROOF DRAIN DOWNSPOUTS AND FOOTING DRAINS SHALL BE DIRECTLY CONNECTED TO THE MAIN STORM DRAINAGE CONVEYANCE SYSTEM. ROOF DRAINS AND FOOTING DRAINS SHALL BE SEPARATE SYSTEMS AND SHALL BE CONSTRUCTED OF 4' (OR 6' DIA, WHERE SHOWN) RIGID PVC PIPE (NON -PERFORATED FOR ROOF DRAINS, PERFORATED FOR FOOTING DRAINS). SUFFICIENT CLEANOUTS AND BENDS SHALL BE INSTALLED SO THAT THE SYSTEM CAN BE EASILY MAINTAINED. THE SYSTEM SHOWN HEREON IS SCHEMATIC ONLY. THE DRAINAGE /GRADING CONTRACTOR OR LANDSCAPER MAY ALTER THE LAYOUT AS REQUIRED TO BETTER DRAIN THE SITE, WITH PRIOR APPROVAL OF THE ENGINEER. ALL ROOF AND FOOTING DRAINS SHALL BE ADJUSTED AS NECESSARY TO AVOID IMPACTING THE EXISTING TREES DENOTED 'TO BE SAVED' ON THE GRADING PLAN. DRAIN LINES SHOULD BE LOCATED OUTSIDE THE DRIPLINE OF TREES WHEREVER POSSIBLE. THE CONTRACTOR SHALL KEEP A DIMENSIONED RECORD OF THE LOCATION OF ALL PIPES AND CLEANOUTS AND SUBMIT SAME TO THE ENGINEER AND OWNER UPON COMPLET10N OF THE WORK. 29. CONSTRUCTION OF DEWATERING (GROUNDWATER INTERCEPTION) SYSTEMS SHALL BE IN ACCORDANCE WITH THE APWA STANDARD SPECIFICATIONS, SECTION 61-3.02. 3o, ANY OPEN CUTS OF EXISTING PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH WSDOT STANDARDS, ALL CUTS INTO EXISTING ASPHALT SHALL BE ALONG NEAT, CONTINUOUS, SAWED LINES. A TEMPORARYCOLDMIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. THE EXISTING SURFACING MUST BE REPLACED IN KIND (OR 4 INCHES OF COMPACTED CLASS 'B' ASPHALT CONCRETE, WHICHEVER IS GREATER) WITHIN 14 DAYS OF COLD PATCHING. THE CONTRACTOR SHALL CLOSELY FOLLOW REQIREMENTS OF THE RIGHT-OF-WAY PERMITi SPECIFICALLY, ALLOWABLE WORKING HOURS, DETOUR AND WARNING SIGNS AND NOTIFICATION OF ROAD ALTERATIONS TO THE POLICE AND/OR OTHER EMERGENCY SERVICES, 31, THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING, F. SPECIAL CATCH BASINS OR DRAINAGE STRUCTURES SHALL BE DETAILED IN THESE PLANS. NOTEi ALL UNIT COVERS SHALL BE PER APWA STANDARDS AND ALL STRUCTURES DEEPER THAN FIVE FEET (RIM TO INVERT) SHALL BE TYPE II AND EQUIPPED WITH MANHOLE STEPS OR A MANHOLE LADDER, PER APWA STANDARDS, 27. ALL FRAMES, GRATES ANDIOR SOLID COVERS SHALL BE CAST IRON OR DUCTILE IRON AND SHALL MEET WSDOT STANDARDS, A, STANDARD FRAME AND GRATE - OLYMPIC FOUNDRY CO. NO, SM60, OR EQUAL. D, SOLID, LOCKING, RECTANGULAR COVER - OLYMPIC FOUNDRY CO, NO. SM50S OR EQUAL. E, SOLID, LOCKING, ROUND COVER - OLYMPIC FOUNDRY CO. NO. MH30D/T OR EQUAL, NOTEi ALL SOLID COVERS SHALL BE MARKED 'DRAIN.' ALL GRATES SHALL BE MARKED 'OUTFALL TO STREAM - DUMP NO POLLUTANTS.' 32. PRIOR TO OCCUPANCY, THE PERMANENT STORM DRAINAGE SYSTEM MUST BE CLEANED BY PUMPING. 33. TO ASSURE LONG TERM OPERATION AND MAINTENANCE, ALL CATCH BASINS SHALL BE CHECKED AND CLEANED EVERY FEW MONTHS. REGULARLY SCHEDULED SEASONAL CATCH BASIN CLEANING (NOVEMBER AND APRIL) IS A RECOMMENDED MINIMUM, 34, PRIOR TO ACCEPTANCE OF CONSTRUCTION AND/OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER/SURVEYOR-CERTIFIED AS -BUILT DRAWINGS OF ALL STORM DRAINAGE FACILITIES MUST BE PREPARED AND SUBMITTED TO THE APPROPRIATE CITY OF EDMONDS DEPARTMENT. removable watertight coupling or flange 2" min. Vmin. under 6" min. pavement —ax, 6"min. plate welded to elbow with orifice as specified elbow restrictor,see detail pipe supports ELBOW RESTRICTOR DETAIL see Note 6 KITS 1 5 x D T D 141q.(l i invert and elevation per plans I ce - L � i b. o- section of pipe �1 attached by gasketec band to allow remova restrictor plate with orifice diameter a.c specified (not needed il ISOMETRIC for spill control only] NTS outlet pipe see notes I & frame, grate & solid cover marked "DRAIN"with locking bolts see note: . - 42:5,55 t cli 12" E C\l SECTION A -A NTS 2'min. clearance to any portion of frop-T NOTES: including elbows 1. Use a minimum of a 54" diameter type 2 catch basin. 2. Outlet Capacity: 1 00-Year developed peak flow. A 3. Metal Parts: Corrosion resistant. Non -Galvanized parts perferred. I Galvanized pipe parts to have asphalt angleas treatment 1. T necessary 4. Frame and ladder or steps off set so: see note 7 A. Cleanout gate is visible from top. elbow restrictor 2' min. B. Climb -down space is clear of riser and see detail cleanout gate. C. Frame is clear of curb. 5. If metal outlet pipe connects to cement PLAN VIEW concrete pipe: outlet pipe to have smooth O.D. equal to concrete pipe I.D. less 1/4". NTS 6. Provide at least one 3" X .090 gage support bracket anchored to concrete wall. (maximum T-O"vertical spacing) 7. Locate elbow restrictor(s) as necessary to provide minimum clearance as shown. 8. Locate additional ladder rungs in structures used as access to tanks or vaults to allow access when catch basin is filled with water. -vertical bar grate for secondary inlet 42J. 0 handholds, steps or ladder 09 C9 4 f Inlet pip. 415. 0 shear gate with control rod for cleanout/drain (rod bent as required for vertical alignment with cover) A additional ladder rungs (in sets) to allow access to tanks or vaults when catch is filled with water V. a L)ATE- 01 r C ENGINEER ITY L.j Q� cl: V) Z X L< L>Q N U5 � ,;:c to < in Z 00 �Lou) In to C)) 0) (0 L :.I:- V) (� CN V) W X W cr) R 2k C'4 DRA WING ISSUE BLDG AND GRADING PERMI TS 2ND SUBMI TTAL DRAWING TITLE U TILI 77ES & GRADING N07ES SCALE: PLOT DATE:2127100 CAD FILE: 9836C4-2.DWG SHEET NO. Co 5 NO. I DATE DESCRIPTION M N — — - ..... -- . ......... ........ ......... .. 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