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FOR REFERENCE BLD2022-0392+Site_Plan+3.28.2022_3.12.33_PM+2765815W J2588_X SWWY 32588_40-100706 12588-00191P-PAI J25XX PRO-VIS MIRP -PA G x-swexAfe 0091p-am F 040191P 001ROOR01 XO�It9�,f42ltT!£ X k E N C co CN SW 1 A NW 1 A SEC. 29, TWR 127N, RNG, 4E 6ENERAL NOTES I. ALL WORK AND MATERIALS SHALL BE ACCORDING TO THE LATEST ADDI T10N OF "STANDARD SPECIFICATIONS FOR ROADS, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARE? BY WASHINGTON STATE CHAPTER, AMERICAN PUBLIC WORKS ASSOCIATION (APWA), WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) AND CITY OF EDMONDS STANDARDS. Z ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY OF THEIR SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO AND DURING WORK. 24 HR NOTIFICATION IS REQUIRED FOR ALL INSPECTIONS. CALL (425)771-0220 EXT. 1326 FOR INSPC77UN REQUESTS. tt 3. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF EDMONDS INSPECTOR, THE B APPLICANT, AND THE APPLICANT CONSTRUCTION REPRESENTATIVE. 4. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND PERMITTING AGENCY AND SHALL BE RESOLVED PRIOR TO PROCEEDING WITH CQNSTRU0770N, .5. THE LOCATION OF U77UT1ES IS APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION, UTILITIES SHOWN HERE ARE FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID UTILITIES. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCA77ON CENTER (1-800-424-5555) 48 HOURS MIN. PRIOR TO THE BEGINNING OF CONSTRUCTION AND OBTAIN ON -SITE UTILITIES LOCATIONS. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND SHALL BE RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE PERMITS AND EASEMENTS AS REQUIRED BY THE CITY OF EDMONDS. 7. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF EMPLOYEES ON THE PROJECT AND SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL, STATE, AND MUNICIPAL SAFETY LAWS AND BUILDING CODES. HE SHALL ERECT AND PROPERLY MAINTAIN, AT ALL TIMES, AS REQUIRED BY THE CONDITIONS AND PROGRESS OF THE WORK, ALL NECESSARY SAFEGUARDS FOR PROTECTION OF WORKMEN AND THE PUBLIC; SHALL POST DANGER SIGNS WARNING AGAINST KNOWN OR UNUSUAL HAZARDS; AND HE SHALL DESIGNATE A RESPONSIBLE MEMBER OF HIS ORGANIZATION ON THE CONSTRUCTION SITE WHOSE DUTY SHALL BE THE PREVENTION OF ACCIDENTS 8. A COPY OF THE APPROVED PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS 9. CONTRACTOR SHALL VERIFY THE LOCATIONS, WIDTHS, THICKNESS AND ELEVATIONS OF ALL EXISTING PAVEMENTS AND STRUCTURES THAT ARE TO INTERFACE WITH NEW WORK TO ENSURE A PROPER INTERFACE WITH EXISTING WORK. NEW CURB RAMP TH TRUNCATED DOME IN 10. UNAUTHORIZED CHANGES AND USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES EXISTING SIDEWALK OR USES OF THESE PLANS, ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BUT THE PREPARER OF THESE PLANS; SEE DETAILS 5 4 C3.0 C3.1 5 NEW LANE C3.1 STRIPING. SEE DETAIL NEAT LINE SAN CUT I EXISTING ASPHALT AND INSTALL NEW DRIVEWAY WITH HIGH TRAFFIC GUTTER. ° SEE DETAIL ' C3.1 NEW CURB RAMP N TH --- ' TRUNCATED DOMES IN i EXISTING SIDEWALK. j SEE DETAILS 5 4 C3.0 C3.1 AS DIRECTED BY CITY INSPECTOR, EXISTING SIDEWALK, CURB AND GUTTER TO BE REMOVED AND REPLACED TO MATCH EXISTING GF ELEVATIONS. SEE DETAIL 4 C3.0 EXISTING CURB CUTS TO BE SAWCUT AND REMOVED 2 REPLACE WITH NEW CON RE7'REA. C3. CURB AND GUTTER TO MATCH EXIS CONTRACTOR TO VERIFY LOCATION OF CURB CUTS IN FIELD. b 43 FB Z Q w � AT cnj it �A SCALE 30 0 15 30 60 FEET 1 INCH 30 FT i ® 1 2 3 4 NEW VERTICAL CURB (TYP). SEE DETAIL r3 C3.0 EXISTING CURB TO BE REMOVED AND REPLACED W/VERTICAL CURB. «► SEE DETAILSAWCUT NEAT LINE NEAT LINE (io I 1 SAKUT ASPHALT R j • r , 16 ASPHALT. 'r k `tom Cif#@4ff�1g9if�9�. m._• ._,_i . _.. _ _ �_ i \t -- w i'_C+ot�la•AN[Ssifir;.--4�..r.r..:--..w�-+�.- •+• `_�":•":!"+.:-.+4fiii�in�sRsr1 '`• i C C C C C C C C C C C C C C C C C G C G C C BUILDINGF.F.=.t T. �' 1� _ �'�P�M/1 376.00 11/I ■I■ G c c c c c C c c NVA�NVA M� �� DROP OFF •�A f . . . .` . � �p °,•�e.f� . I' 1 /Hr m`A yf ii�l?lA° .N�+�i1 ' � c G C■ C G C• C G c C C C NEW xTRUDED CUR (TYP). SEE ETAIL 1 , + C C c C C l C C C C C C C C; I C i G( G i i ! 11 .r- %, ..�WIN _� F-I L _.J L -0-11 NEW ASPHAL T�----- Z PAVEMENT (TYP). I SEE DETAIL � 2 C3. AS DIRECTED BY CITY INSPECTOR, __l EXISTING SIDEWALK, CURB AND GUTTER TO BE REMOVED AND REPLACED TO MATCH EXISTING GRADE ELEVATIONS. SEE DETAIL C3.0 5 -_ C C C C G G C C C NEW vErtnca. cu (tva). SEE ETAIL K 3 C3.0 NEW CURB RAMP IN • ---.- EXIS77NO SIDEWALK. SEE DETAILS 220TH ST SW 6 10' CITY OF EDMONDS STORM EASEMENT NEW EXTRUDED CURB (TYP L SEE DETAI C3.0 r-BLOCK W LL C3.5 DESIGN BY OTHERS NEW EXTRUDED CURB (TYP). SEE DETAIL C3.O NEW VERTICAL 3 CURB (TYP). SEE DETAIL C3.0 20.5' CITY F EDMONDS STORM AND SANITARY SEWER EASEMENT LOCK WALL C3.5 NEW LANE 5 STRIPING. C3.1 SEE DETAIL -NEW CURB RAMP IN EXIS71N& SIDEWALK. SEE DE7 41LS�� C3.0 C3.1 PROPOSED "PORK CHOP" TO HAVE ROLLED CURBING ALL AROUND TO ACCOMMODATE F RE uEPT. ACCESS 1A ate. NEAT LINE SAWCUT EXISTING ASPHALT AND INSTALL NEW DRIVEWAY WAIGH TRAFFIC RESUB GUTTER AND ASPHALT APRON. SEE DETAIL 0c s 10 23,0,, FO�4 C3.1 CI OED PPROVEDFOR k CONSTRUCTION, � U as o 44o -a a z 0 z C) Q � � I �i � Q � Wwl f °� Lo QW -J CL W U) co UL Lf) 0 (N � � z >.- CL �w u ° uj 11,E cl- c �Q W o W � a uj 0 Q _ � z C v co w cn cn cn a �000 �www Ui n � U © www aan. cr_ N m zco W m`�vcC)i (D w � ��a� rn to SHEET 5113 c o