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22308 95TH PL W.PDF1111111111111115533 22308 95TH PL W PLANNING DATA NAME: Vi SITE ADDRESS: 7i3 J. (0, DATE: 'O (T1T,, ZONING: K-S—1 PLAN CHK#: Tq ` - C I PROJECT DESCRIPTION: �Yie✓t�I �f�� CORNER LO_(Yes/No) FLAG LOT ��� (Yes/No) SETBACKS: Required Setbacks: Front: ZS� Left Side: % Right Side: % s Rear: 5 Actual Setbacks: Front: 3 Z' Left Side: ZZ� Right Side: ��� Rear: lv p Street map checked for additional setback required? VeS - ne'n. _(Yes/No) xodlof LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N) LOT COVERAGE: Maximum Allowed: J D Actual: 1q, Z o BUILDING HEIGHT:SMaximum Allowed: &S ual H : t ° r D �� Datum Point:_UQ CkW Datum Elevation: 100'� SUBDIVISION:I it • CRITICAL AREAS # SEPA DETERMINATION: VV Ill )MAq Q9 - LOT AREA: I �610J Plan Review By: cArics\perrnie\^pisneat.acc o — APPROVED ON —SITE INDIVIDUAL DETENTION SYSTEM 1= 20' o ,• i; � r, 000� �� V��p INV.=i 375.0 p� i CLEAN OUT INV.= 374.5 INV AN 374.5 OUT� /--l—RE—GRADE EX. DITCH \ — 60 LF—INFILTRATION DITCH i SEE DETAIL i _ _ 37B— DRIVEWAY CULVERT 4" PERF. PIPE .12 LF-12" DI. @ 0.0% @ 05o MIN �— EX. EDGE OF PAVEMENT AULPI, MAIL EL.= 377.65 9'th PLACE W. / --------------------------------------------------- ----------- -------------- �—EX PAVEMENT ".—EXISTING DITCH PE—GREADE -AS NECESSARY -r - ------------ \� 12" COVER@ DRIVEWA'i CULVERT FILTER FABRIC --� FULL LENGTH OF TRENCH) 4" PERF. PIPE— @ 0.0% 1-1/2" TO 3" — WASHED DRAIN ROCK SITE ADDRESS: 22310 95th PLACE WEST EDMONDS, WA 24„ OFF -SITE DRAINAGE Ok, BLEDSOE PROPERTY OF VIKING PROPERTIES, INC. S-98-102 == Lovell —Sauerland & Associates, Inc. -. . Engineers/Surveyors/Planners/Development Consultants 19400 33rd Avenue W., Suite 200, Lynnwood, WA. 98036 FILE N0. Y (206)775-1591 (FAX)6 72-7998 98_ 3921 rnC.18911 CITY OF EDMONDS BARBARA FAHEY 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • FAX (425) 771-0221 MAYOR COMMUNITY SERVICES DEPARTMENT Public Works • Planning/Building • Parks and Recreation • Engineering • Wastewater Treatment Plant February 4, 1999 Lovell-Sauerland & Associates, Inc. 19400-33'd Avenue West, Suite 200 Lynnwood, WA 98036 Attn: Bob Jones SUBJECT: Proposed Viking Properties Short Plat at 22310-95te Place West (S-98-102) Dear M.'7ones: The Engineering Division reviewed the subject proposal. The following revisions are required: 1. The pipe crossing the neighboring driveway as shown does not have any cover. 2. The washed rock trench should be encased in filter fabric. 3. It is recommended that the system be designed to outlet into perforated pipe within the trench. When the revisions are complete, please submit two drawings for additional review. If you have any questions, do not hesitate to contact Don Fiene, Hydraulics Engineer at 425.771.0220, Ext. 323. You are also welcome to contact me at 425.775.7744. Sincerely, ?O:RDtON C. HYDE Development Services Engineer GCWcmc Enclosure c: Eric Sundquist Address file (22310-95' Place West) \\C1TYZ SYS\ENGR\GORDY\8102. DOC • Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan �1111101& '�%8------- _ _ _ _ 12 LF-12" fI CON.- @ 0.5% MIN. —APPROVED ON -SITE 1" 20' INDIVIDUAL DETENTION SYSTEM RE -GRADE EX. DITCH i-60 LF-INFILTRATION DITCH SEE DETAIL .°.°.°!°._.°.°.°!_oSTLt'°.°.°LZ;.°. °!_. _!°S°. L°•:`cRc`c`t!t`t`.`:; c!o`c°� ----------------------------- J � � GoV m? 95th PLACE W. ------------------------------------------- gero�y & -40 ovTL&/ 70 ,a FoeA PIPE 1W 7;99X/ c h/. P/PEN�DS coves. EXISTING GROUND FILTER FABRIC (FULL LENGTH OF TRENC 1-1/2" TO 3" — WASHED DRAIN ROC 2.0 SITE ADDRESS: 22310 95th PLACE WEST EDMONDS, WA OFF -SITE DRAINAGE BLEDSOE PROPERTY VIKING PROPERTIES, INC: S-98-102 == Lovell—Sauerland & Associates, Inc. ®■ Engineers/Surveyors/Planners/Development Consultants FILE NO. 19400 33rd Avenue W., Suite 200, Lynnwood, WA. 98036 (206)775-1591 (FAX)672-7998 98-3921 ■ Cr E N 0 1 N E E R 8 1 0 U R V E Y 0 R 8 Z LETTER OF TRANSMITTAL TO: City of Edmonds ATTENTION: Gordy Hyde, PE WE ARE SENDING YOU: Lovell-Sauerland U Associates 19400 33rd Avenue W Suite 200 Lynnwood, WA 98036 Phone 425-775-1591 Fax 425-672-7998 Toll Free Phone 800-775-7663 DATE: February 10, 1999 LSA JOB No. 3921 SUBJECT: Viking Prop.- 95th PI W -- 2 Lot Short Plat -- File No. S-98-102 NUMBER DATE ITEM DESCRIPTION 2 2/10/99 Off -site Drainage Plan 1 1/27/99 "Red -lined" Off -site Drainage Plan 1 2/4/99 Comment Letter REMARKS: If you have any questions or need additional information, please do not hesitate to call. SIGNED: R-a `"'� Ci1o'� Robert Long iSTREET FILE I , I I I 30, 30' I I I 2 t3 I , I 4.5' WOOD FENCE I I 31.7' W & 4.1' S. N 88'58'27 W (P.) 200.00'(PLAT) N 88'57'29' W 199.93' t. ..... p ;`-FENCE COR N 885T29" W 3 I o .a: 0.3' W & 0.1' N.: s :........... t21.93'... r..... & lu BLij UILDING SETBACK z5• CA U I w w :/LINE TYPICAL °' �- w M o 2 M rn m OD c9 J rn 1Q 8.849 S.F. °' a 1 °! 600 b' (L 0 ro .s: FENCE COR' :o n 9,143 S.F. h 0 O 1.0' E & 0.4' N, z z 6' WOOD FENCE z ++ I 0.3' N. 25L I Z .78:Oi'....,N �s is • ............12i:93'........ N 88'57'38" W ' /I N 88'58'27" W (PLAT) 200.00.00'(P(PLAT) NEX. IRON PIN NTH EX. IRON PIN WITH PLASTIC CAP NO'D PLASTIC CAP NO'D 4595-0.15'NORTH 4595-0.07'EAST I \ I I - I ( b ( o I I N ( NOTES �$ STORM WATER DETENTION WILL BE PROVIDED I rn FOR LOT 2 IN ACCORDANCE WITH THE CITYS N STANDARD PLAN AND DIRECTED TO THE ROAD I NI SIDE DITCH. I , SCALE : � 1 50' I 30' 30' AUTHORIZED _ FOR RECORDINGi to 2 459 91' EX. CONCRETE MONUMENT ` PUt tit 31TRELT S.W. Wf C RASS AS NG AP W 98P UNCH PAG OP SHORT SUBDIVSION 0' 10' 20' 30' ao% 75' too' FOR ERIC SUNDQUIST T. ?'� IN SE 1/4 OF SECTION 25,T.27 N.,R.3 E-W.M. 4�c6 °? CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON SHEET 2 OF 2 =' Lovell-Sauerland & Associates, Inc. 9 R*neere/Surveyors/Planners/Development Consultants s L 0 r�.1L LAN9 i1�I 19400 33M Avenue W., Suite 200 a Lynnwood, TA 98036 • (208)775-1591 • (208)340-0830 UPIRES 10-15=99 I Dslwx �TMT na'ra F.B.A. — rae xo. J.T.T. J.T.T. 9-14-98 2,P.52 1"= 50' 9$-3921 `_ _ T• 1 F4 rr , CITY OF EDMONDS'. use PERMIT c� ZONE NUMBER CONSTRUCTION PERMIT APPLICATION -980;749 JOB �` g tlTEIAPTA AVURESS f' ,.- 1`? OWNER NAME/NAME OF BUSINESS f � 4} i LEGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO, '.. ('� LT 3•rt++ vV LA) 5 D w ADORES MAILIN Z F��1 O ` r O PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. EXISTING —�_ REQUIRED DEDICATION �_ PROPOSED 2L;1 TESCP Approved ❑ RW Permit Required ❑ Street Use Permit Req'd ❑ Inspection Required ❑ Sitlewelk Required ❑ CITY ZIP TELEPHUNE NUMBER 1... h NAME F 4 METER SIZE LINE SIZE NO, OF FiliTURES PRV REQUIRED ADDRESS YES ❑ NO ❑ 3 = 0 Z— REMARKS C. . S t t.' r^% R i?' (.Q ' D / 4_5 e-C-0N q CITY ZIP TELEPHONE NUMBER z ',. i r�A. l4, w NAME * r . _ ¢ ADDRESS O r A L( ENGINEERINM MO - G l /7, X' REVIEWEDBY + O DATED ` e JVq R CITY ZIP TELEPHONE NUMBER Z U FIRE MEMO DATED REVIEWED BY '.. ',. ... LL STAT LICENSE NUMBER EXPIRATION DATE VARIAN E OR CU DB A SHO ELINE A Legal Description of Property-= Tnciud II'asemo . SEP REVIEW OMPLETE EXEMPT SIGN ALLOWED AREA PROPOSED KEIGHT ALLOWED PROPOSED ',. ZO —4ECZ &!21d J:�&L L& ! 0 Z a3 LOT COVERAGE ALLOWED PROPOSED REQUIRED SET13ACKS(FT.) FRONT SIDE REAR PROPOSED SETBACKS IFT.) FRONT UR SIDE REAR p J Tex Account i�lr f 1G J7 L(L�d` �, !p a /) I vG Parcel No. r V V 7�� ,zt/'� L fT AREA NNI VIEW BY 1134 p NEW � RESIDENTIAL �. PLUMBING7MECH REMARKS I i El El ADDITION COMMERCIAL CHANGE OF USE APT. BLDG. ElREMODEL SIGN CHECKED BY TYPE OF CONSTRUCTION CODE OCCUPAN R UP TI Irr'IT REPAIR r.,oa GR D—q — CYDS. ❑ FE( NCE X—� ' \ DEMOLISH ❑ (OL N6ERT TOVE HOTTUSWIM BSPA GARAGE RETAINING WALL/ CARPORT ROCKERY El RENEWAL _ . SPECIAL INSPECTOR REDW RED ❑ YES EA T L. REMARKS (TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN: a PROGRESS INSPECTIONS PER UBC 108 = 0 NUMBER G OF U MRER OF ELLING tNITS CRITICAL AREAS NUMBER ' / /STORIES DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) FINAL INSPECTION REQUIRED ()In EEEE1 VALUATION FEE PLAN CHECK FEE I —s v t Gi PLUMBING Plan Check No. alf/ MECHANICAL This'Permit-coy_ers work to be done on private property ONLY. GRADINGIFILL Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE Permit Application:180 Days Permit Limit:1 Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE "Applicant, on behalf of his or her spouse, heirs, assigns and ENG. INSPECTION FEE successors in interest, agrees to indemnify, defend and hold w harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance 'PLAN.cHECK of this permit. Issuance of this permit shall not be deemed to nEPosIT ° modify, waive or reduce any requirement of any city. ordinance ' nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUEi I Ail provision." I I hereby acknowledge that I have read this application; that the informationgiven is correct; and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and THIS PERMIT stale laws regulating construction; and in doing the work authoriz• AUTHORIZES This application is not a permit until ed thereby, no person will be employed in violation of the Labor ONLY THE signed by the Building Official or his/her Code of the State of Washington relating to Workmen's Compensa• WORK NOTED Deputy; and fees are paid, and receipt is tion insurance and RCW 18.27. INSPECTION acknowledged in space provided. SIGNATURE (OWNER OR ENT) DATE SIGNED DEPARTMENT I_ �J U y CITY OF OFFICI IG NA E ATE f EDMONDS ATTENTION FOR RE As IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE INSPECTION UNTIL A FINAL INSPECTION HAS BEEN'MADE AND APPROVAL OR ��� �Q��O ORI AL —File YELLOW —Inspector A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 ^ • ^ - ^ V9 VIKING PROPERTIES INC. Phone 670-2- F 7 7 11,1diii(jil 'A E )s, 16 qo 61 F 1, to ?ACCEPTABLE TIGHTLINE MATERIAL N-12 ADS Sch 40 PVC SDR 35 (ASTM D3034) &J,vf WAY. �� � G9lcs 1971 e t"✓ less 6peY4�f LIV a- �o APPROIR A STANDARD DRAINAGE DETENTION SYSTEM WORKSHEET OWNER 1 i J ADDRESS 3 d y 5-. EA 0 0 P1745 0)-� CALC BY: F yi 6 Stiy' U iI f PHONE: 4 s- d- ?c) - -7 DATE: *****DESIGN DATA IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE DETENTION PIPE LENGTH LOCKING LID FINISHED G MINIMUM (TYPICAL) ' LL RR Eg TIGHTLI E _.__MEASURE�DEfROMCTOP OF .5% TO 1% SLOPE CONC BOX OR RISER 0 OUTLET OUTLET CONTROL j9MIN, UPPER CATCH BASIN ORIFICE CONTROL CATCH BASIN SYSTEM CROSS SECTION 2'X2'X6' DEEP, 4-6' SPALLS OR EQUAL FROM CONTROL CB 2'X 2'X 3' DEEP, 3/4' CRUSHED ROCK EftTRENCH CONTROL*OUTLETTRENCH MIN 30' LONG, E TO BN LEVEL E W/ END CAPS SHALL BE LINED WITH HIRAFI RIPRAP OUTLET PRIOR TO PLACEMENT OF WASHED DRAIN ROCK RUNOFF SPREADER • TRENCH FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM NOTES: A S off_ 1. Call Engineering Division (771-0220) for a tightline and detention system inspection before backfilling and for final inspections. APPROVED BY 2, Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner. Material accumulated in the storage pipe must be flushed out and removed from the catch basins to allow proper operation. The outlet control orifice DATE must be kept open at all times. i Table 1 — Detention Pipe Sizes Impermeable Area Sq. Ft. Required Vol Cu Ft 2000 50 2500 62 3000 75 3500 87 4000 100 4500 112 5000 125 Note: Allowable Pipe Materials: Impermeable Area So. Ft. 2000 2500 3000 3500 4000 4500 5000 Pipe Diameter 15" 18" 24" 30" 40 28 16 10 50 35 20 13 60 42 24 15 Required pipe 70 49 28 18 length in feet 80 56 32 21 90 63 36 23 100 70 40 25 Reinforced Concrete Aluminized Steel Aluminum CMP Asphalt Coated N-12 ADS (Not permitted on roads) Table 2 — Outlet Orifice Sizes Outlet Orifice Diameter (Inches) 5/8 5/8 3/4 3/4 7/8 7/8 7/8 I Table 3 — Rectangular Catch Basin Requirements Detention Max. size Catch Basin pipe diameter knockout Type- < 18" 20" Type I, CB 15 18" to 24" 26" Type IL, CB 16 24" to 36" 36" Type II, CB 19 19 (48" Basin) 36" to 42" 42" Type II, CB 19 19 (54" Basin) *Source: Assoc. Sand & Gravel Co. Standards 5 Revised 3/16/95 VIKING PROPERTIES INC. '\V", (),W)4h Building in the Scandinavian 'FrIlditiuji of Quality A BUildilly &' R(11110delil-lg To / L Phone 670-911 i Fax 774-C3L-) State Regis. VIKINPI 1 371C p 0 Bc,,x 103:4 VIKING PROPERTIES INC. L.,! WA 98040 Building in the Scandinavian Tvadilion of Quality OU 7 III I IL'I C ild BUildil)(.1 &', RC1110L.Millu LE q 0 / �\ IV 6 (ok �, It 361 qo cl D,4 c/ w wc) Vp�:� her f��� � `� L/v BY -PLANNING Phone 670-27 1 1 Fax 774-63 1 - ' Stale Regis. VIKINPI 137JU v ,6/0 VLWA A-1 City of Edmonds RIGHT-OF-WAY CONSTRUCTION PERMIT Permit Number: 7 i r Issue Date: ('9/Z 41 A. Address or Vicinity of Construction: �- 2 3d� ' 9 � P4•' W ' 89p B. Type of Work (be specific): UPI I" � D(Ll VeWP"`( W-)0tL <. P r)Z..... 1. Pt4.fJ C. Contractor ( 1A& zdkq,,eP,,�(,9rContact: J W bt 614 P i Mailing Address: h-'0 y'— VA to t46�t/ Phone: � a (' — /I%iJ' �/ State License lt: (/I If / 7a) / Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side Sewer Permit.# (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project ❑ Utility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family ©Single Family ❑ Other INSPECTOR: WI4rt e,-vT` INSPECTOR: F. Pavement or Concrete Cut : ❑ Yes o G. Size of Cut: x H. Charge $ APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application to hold 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 or not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. o THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPEC- T/ON AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PA TCH IS 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. All street cut trench work shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink copy of the permit will be available on site -at all times forkspection purposes. J% Signature: Date: �� ' I? — / ontractor or CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: 9 644 RIGHT OF WAY FEE: If® TIME AUTHORIZED: VOID AFTER �Y 949 DAS DAYS DISRUPTION FEEIFUND 11I: _^ SPECIAL CONDITIONS: � FTpft oy / 1 " � RESTORATION FEE: T OTAL FEE: so RECEIPT NO.:--4 ZA • t L ISSUED BY: NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div 1997 FIELD INSPECTION NOTES Comments Diagram (Fund 111 - Route copy to Street Dept.) CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO Partial Work Inspection by P.W.: Work Disapproved By:. Date: FINAL APPROVAL BY: Date: City of Edmonds Permit No: Z003-000 RIGHT—OF—WAY CONSTRUCTION PERMIT Issue Date: .5 A. Address or Vicinity of Construction: Z2-36 8 q Sid, aL UJ '" 1-704 (P B. Type of Work (be specific): G * 1 EN-1> 1D. V-Q? W 1'iZ-G 11> CttS71SYn4_r2 QY -1 V O(L N 712£Nt-F) I Wd C iqt P-bAD 8oe-t* 4-\S'-De_ivswA-v t3a�e� .SEE SI'I Z7tZAu>I ENcr+irv�, TiZ/�FFtC CcW -ao` tv Ty-Actt m En,T-S- C. Contractor: Q M CAIS17 6-F W AS+F I N "� AJ Contact J M\J S'M U-T 2-S346 4- � 2,DU _ q `M Mailing Address: µlb VPrLt Ey fiv NA) -Phone: {'l1Y�t-LU 9 State License #: "--L•iability.Insurance: Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): ' � �OV E. ❑ Commercial ❑ Subdivision ❑CityProject ❑ EUC (PUD, VERIZON, PSE, T& , OV WD) E] Multi -Family ❑ Singli Family ❑ Other , j - INSPECTOR: F. PAVEMENT CUT: ❑ YES ❑ NO G. SIZE OF CUT X CONCRETE CUT: ❑ YES ❑ NO INDEMNITY: 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 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. { ♦ 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. CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK I HAVE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THAT I MUST MAKE THE PINK COPY OF THE PERMIT AVAILABLE ONSITE AT ALL TIMES FOR INSPECTIONS Signature: _G U L Sll. Date: s/ f( 1 d (Contractor or Agent) C FOR CITY USE ONLY Approved by: Lo IV NV (-L Right-of-way Fee: Time Authorized: Void After f 1,o?W3 Disruption Fee/Fund 111: Special Conditions: `T']MWJ(- C14i L WfAM WX_ Restoration Fee: _ 4 MY=. UCjTIM fl1�'!`G! i b ? 51tX Ai(S Total Fee: Z'ZS 0.t')AiCfl& aMr4>1 F= Receipt No: pj� Il(*.tt'S - JL4?STG � %Qhi QA:N Issued by: `'- 4-r1►�IRA{it).4-.�-I UPON COMPLETION OF PERMITTED WORK, AN ENGINEERINGFINAL' INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220, Ext. 026) FINAL APPROVAL OF PERMITTED WORK: DATE: Inspector's Signature For inspection requirements see Engineering Inspection Information handout. NO WORK SIIAI,L BEGIN PIZIOIZ TO PF.IZMIT ISSUANCE RECEIVED MAY 13 2,03 DEVELOPMENT SERVICES 3 OY '-Dcjvtij-% oI 6'J n f re '�k f YoU LIU x,, P6 IT— -- c m ca st-. 0 PRO,JE CT'S TIMELINE AND PROPOSED HOURS OF OPERATION: o Timeline — Within the guidelines set by the City. - —The entire project area will be conducted from AIM Ato 7:00 PM or as sp,'.cifi�d • Work Hours by the City Inspector. Traffic Control Plan 1 . The stand ards and guides of the latest version of the MUTCD or the set-up as per the City Code shall be followed at all times. the Per and Traffic Control Plan shall be on -site with all contractors duting 2. A copy of the project. ., ors will avoid parking on sidewalks and shoulders and will take the lane and0. All contract iven situatio follow the proper traffic control set-up for the g 4. Pedestrian access shall be maintained through or detoured around all worksites. attached the traffic control plan for the various types of work sites tha,J wal be 5. Please find encountered during the project. control 6. Flagg ers will be used only when all other methods of traffic used on the projJequate tc� ec warn and direct drivers. Only licensed daggers will u A questions 4 P p coon Rep. and the Git y c r�iir v�.h..n u.,_t:on., arise about �o er traffic control set-up the solution 7 if situati°n o,� Constru will be deter pined in the field with the Comcast Inspector. C/D ct C/D ct ASMk ct Ct) Cv U Qr CD 0 N.J _ ✓ EZ on j cz Ln (1) on C) C) 0 CCU Ct ct ct mm Cv bA 4 tn' 7:"d C/D T Set-up for Shoulder Work with Minor Encroachments Y, 'G " 3 sAw H. a /Q sG (optional) -A. M ni :fog r ' 500-ft w iv ft � I c u ti)1/ « Truck Mounted o :. / Attenuator (optional) nr ii 111 ( I00-IL / ; ) I i 300-fZ • 1 1 1 (1euo)ldo) I L: I T Set-up for Lane Closures with FlaE!gers FLAGGER STATION Cone 'Taper 100-tt Max. , . `a - N i`?c• 1890 NOTICE TO PERMITTEE AND/OR OWNER PARTIAL APPROVAL VIOLATION L] CORRECTIONS REQUIRED Permit Number Owner Job Address 1z 30 19 NO PERMIT -STOP WORK -REMOVE CONSTRUCTION OR OBTAIN PERMIT AND MAKE WORK COMPLY WITH ALL APPLICABLE CITY CODES. CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT - STOP WORK. MAKE WORK COMPLY WITH APPROVED PLANS AND PERMIT OR REMOVE. 71 STOP WORK - UNTIL AUTHORIZED TO CONTINUE BY CITY INSPECTOR. rzn CORRECTIONS LISTED BELOW MUST BE MADE: BEFORE WORK CAN BE APPROVED AND/OR THE t.W NEXT PHASE IS STARTED; TO AVOID POSTING OF A STOP WORK ORDER, ORDER TO CORRECT, OR ABATEMENT PROCESS. Z) JOB CARD MUST BE POSTED ON SITE AND BE VISIBLE FROM STREET. APPROVED PLANS MUST BE AVAILABLE TO INSPECTOR ON SITE. WORK DESCRIBED BELOW HAS BEEN INSPECTED AND IS APPROVED. UCONTACT INSPECTOR AND ARRANGE FOR APPOINTMENT. RECALL FOR INSPECTION. R.orl - er1+rcA1r_e has hvi >7ec_� ,;ti�;,le-0 aid ,o c_�_ ee4r-,�ce at-.c t, 3 4o S"tj-c_ i ^ t rg4 J+o i L j,. 4j-) << Y''L 'y" 1<e b �o �-; v� 1-� G.�- d,� c� a it � •cam, (( `-� l � n � . 11 /%2 cmro '1 THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES MAY BE APPLIED. FOR INSPECTIONS CALL 771-0220. Building Division 0 Planning Department engineering Department D Fire Department CITY OF EDMONDS 2-1,11 Inspector //%J Gt /G 4 Z � T 7 Date