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18068 86TH PL W.PDF111111111111 8185 itoolflooloolloolool I: I W WZ APPLICATION for The City of Edmonds 3TH"A"'E'r—N&T OFFIRLYE SIDE SEWER PERAHT EASEMENT No. NEW CONSTRUCTION E] REPAIRS 191" . I S .................................................... OWNER ..... MA-Vw..�k ...... ADDRESS ..... ....... ............ ..... � ./ ...... 6 AP/ R4Y MENNEV-1-71 113M ?-( 6' .................... lo /57 -b'6WfPPERMIT No. CONTRACTOR ---- C ------------- ............ LEGAL DESCRIPTION: LOT No . .......... ...... ------------------------------------------ ,,_�AWLOCK No... NAMEOF ADDITION ......... 0 .................. 61 ......... ...................................................................... .1 -Vr ; —) ID, G Approved: "Ali DATE ... J ------- -- ------- By ;;;� . ............. 5 CITY OF EDMONDS CIVIC CENTER — WATER -SEWER DEPARTMENT SIDE SEWER PERMIT Call PRogpect 6-1107 when work Is ready for Inspection. (No Inspec- lions Saturday, Sunday or holidays.) NO: 2964 -ADDRESS ............... 1.8.0.6.8 ..... ... 8-6t.h .... P. la-ce .... We.s.t ............................................................................................................................ .. .. .... .. - -- -- ---- .... .. .. OWNER .................. M.a.ck .... Rho.a.ds ............................................... CONTRACTOR ...... �niversal Contractors,.'Jnc. .. .. .... ....... .. .... ....................................................... ............ Permission is granted ............................. May .... 7_ 19 ... 6.8, for ...... ................. days to REPAIR or CONNECT a side seNver -svith City Sewers in accordance Avith application on ffle and governing ordinances. ATTENTION IS CALLED TO -THE FOLLOWING: NOTE No. 1—The owners of the property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor must be employed to construct side sewer in street area. Do not cover any portion of sewer before it has been Inspected. NOTE No. 2—Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit. NOTE No. 3—Top of side sewer must have at least 30 inches coverage at property line and 12 inches Inside property line; minimum grade of 2%. No bends in grade sharper than % will be permitted. NOTE No. 4—Trenches In street must be water settled and surface of street restored to original condition. Contractors shall be responsible for I failure due to improper work whJeh may develop within one year of completion. NOTE No. 5—It is unlawful to alter or do any other work than Is provided for in the permit, or to do any work on the main sewer or its appur- tenances except to Insert the pipe into the wye. i GENERAL NOTES AND SOIL., NAIL WALL DESIGN PARAMETERS 1 ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF WASHINGTON STATE DEPARTMENT N 1000.00 OF TRANSPORTATION, STANDARD SPECIFICATIONS FOR ROAD, _ROW BRIDGE, AND MUNICIPAL CONSTRUCTION, ENGLISH, DATED 2000, N 1000.00, E 1169.20 AND AMMENDMENTS (WSDOT). E 1000.00 PK PK 2. CODES: STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES -------- .(SIXTEENTH EDITION), 1996 (AASHTO), AND INTERIMS THROUGH 2000, STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND 100.00 101.31 MUNICIPAL CONSTR.UCTION (WSDOT). EP Y CB 3. LOADS: THE WALL FACING HAS BEEN DESIGNED FOR FACING OLYMPIC VIEW DR FLEXURE AND PUNCHING SHEAR IN ACCORDANCE WITH EP ROW SOIL NAIL LOAD OF 33 KIPS PER NAIL. REFER TO N 962.57 SUPPLEMENTAL GEOTECHNICAL REPORT BY LANDAU E 997.46 00� ASSOCIATES INC., DATED JUNE 18, 1999. NEW EXT UDED CURB ANGLE PT No. 1 4. CRITERIA: THE SOIL NAIL WALL STRUCTURES HAVE BEEN - 2 N 965.39 END EXTRUDED CURBING DESIGNED IN ACCORDANCE WITH THE SLD (SERVICE LOAD E 1042.53 DESIGN) PROCEDURES CONTAINED IN THE FHWA "MANUAL ANGLE PT No. 2 -ROW FOR DESIGN AND CONSTRUCTION MONITORING OF SOIL NAIL WALLS" REPORT NO. FHWA-SA-069 DATED NOVEMBER 1996. EP 101.36 1�j STRUCTURAL DESIGN OF ANY INDIVIDUAL WALL ELEMENTS I NOT COVERED IN THE FHWA MANUAL HAVE BEEN DESIGNED START 12 N 963.97 10 IN A"'CORDANCE WITH AASHTO, STANDARD SPECIFICATION . .... .... , %.' G ___71 �v_lnlf�S E 1095.54 EXTRUDED CURBIN r -1 00,q-a- -1996, AND INTERIMS OF HIGHWAY BRIDGES, SIXTEENTH EDITION THROUGH 1998, OF HIGHWAY BRIDGES. ADDITIONAL 106 kB1 GEOTECHNICAL INFORMATION IS PROVIDED IN THE CB3 .......... GEOTECHNICAL REPORT BY LANDAU ASSOCIATES INC. DATED 949.10 0 6 DECEMBER 12, 1996, ENTITLED "GEOTECHNICAL ENGINEERING E 960.68 9 SERVICES SLOPE REPAIR, 8500 BLOCK OF OLYMPIC VIEW START OF TOP DRIVE, EDMONDS, WASHINGTON". SESMIC DESIGN OF THIS STRUCTURE WAS DONE USING AN ACCELERATION COEFFICIENT OF WALL SLOPE OF 0.3g REMOVE CLUSTER OF VINY MAPLES 9 8. N 943.63 p 5. SOIL NAIL CRITERIA: (0 i< ROW REINFORCING LENGTH FROM BACK OF WALL: 13 FT. E 945.75 DECLINATION FROM HORIZONTAL: 15 DEGREES OF SLOPE DIAMETER OF REINFORCING ELEMENT: 1:: (#8 BAR) 99.1 SOIL NAIL WALL P.) DIAMETER OF GROUTED HOLE: 6 REMOVE TREE SOIL NAIL c3 6. MATERIALS: C.I.P. CONCRETE CLASS 4000 WITH AIR N UPPER ROW 01 kREA ON SHOTCRETE: F'c=4000 psi OR;��THIS I ANCH S HoWN FOR CLA NOTE: REINFORCING STEEL: ASTM A615, GR 60 (OTHER AREAS NOT S -1. REMOVE ALL VEGETATION IN THE CONSTRUCTION ANCHOR BOLTS: ASTM A307 GALV. "'�TOr*O�OF SLOPE TO REMAIN MISC PLATES AND SHAPES: ASTM A36 AREA AND COVER WITH VISQUEEN. ANCHOR WITH WELDED HEADED,STUDS: ASTM A108 SAND BAGS DURING CONSTRUCTION OF THE SOIL NAILS: ASTM A615 GR.60, EPDXY COATED PER 10' PERMANENT CONSTRUCTION EASEMENT SIF LK15 VP�t,, AMAR W9 DO'W'. ( f NMZM OF 6 RETAINING WALL. (TYP.). NO VEHICLES ALLOWED, EASEMENT tc>4.15- 2. TOPOGRAPHIC INFORMATION SHOWN ON THESE DRAWINGS ASTM. A775. FOR SOIL NAILING ONLY. iF?Dm FURNISHED BY ChY OF EDMONDS HAS NOT BEEN VERIFIED. 7. UNLESS OTHERWISE SHOWN ON THE PLANS, ALL . EXTERIOR CONTRACTOR SHAt.L FIELD VERIFY THE SURVEY INFORMATION CORNERS AND EDGES SHALL HAVE A 3/4" CHAMFER AND AND SHALL RE -GRADE SLOPE TO AVOID FUTURE SLUFFING AT ENDS OF WALL. ALL INTERIOR CORNERS SHALL HAVE A 3/4" FILLET. LAN SOI I L WALL 0\/D MAIA SCALE: 1 10' 8. THE r'ONTRACTOR IS RESPONSIBLE' FOR FIELD LOCATING ALL UTILITIES. 9. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING STABLE SLOPES. ABOVE. AND BELOW THE SOIL NAIL WALLS. EL 130 EL 120 EL 110 EL 100 EL 90 EL 80 DO Lq cc) �0 12 vi 0 z CONSTRUCTION 3/8" GALV. WIRE ROPE JOINT (TYP-) 5 @ 4" O.C., TYP. z SEE DETAIL 0 U.N.O. TOP OF _j 0 - GALV. WIRE ROP TYP. SLOPE - z ILMAUNINU I UMNOUUMLL, EACH END, TYP. CIP CONCRETE WALL, #4 @ 10" O.C.f E.W. OR EQUAL 10. LAP ALL #4 AND #5 BARS 14-INCHES MINIMUM.' SHOTCRETE WALL, #4 @ l'-O" O.C., E.W. OR EQUAL 11. WALL FINISH SHALL CONSIST OF PIGMENTED -SEALER PER SPECIFICATIONS. APPLY ON EXTERIOR FACE OF CIP CONCRETE WALL V-01" BELOW GRADE. PROPOSED GRADE AT 6 TOP OF WALL, TYP. z I- EXPANSION SOIL NAIL, TYP. l'-O" STRIP PREFA13RICATED z JOINT (TYP.)r6_*_� SEE SHEET 4 DRAINAGE, MATERIAL CENTERED F5 SEE DETAIL VERTICALLY BETWEEN SOIL 1�� U3 NAILS @ 9'-0" O.C. (TYP-) _j 0 z GROUND SURFACE rAPPROX. EXIST. - - - - - - - - -- - - - -- - - - - - - - - - - n - - - - - - - - + + - - --- - - - - - - - - - - + - - - V) . --+ + + - - - - - + + + + + + L0 + + + + + + + + + + + + + + + + + + + 6' 1 TYF. + + ��+ + 4- + AL 1 4- 14 . . ............. + + + + 7ryl. � Xl. \\/ L - - - - - - - - - - 3 HORIZONTAL WALL DRAIN PLP-_E. STAGGER, TYP. PROPOSED GRADE AT BOTTOM OF 'NALL, TYP. 3 EQUAL SPACES JOINTS CENTERED BEWEEN NAILS tAt-'ANblUN SEE DETAI JOINT (TYP.) 6 SEE DETAIL 2 EQUAL SPACES JOINTS CENTERED BEWEEN NAILS NORTH ELEVATION - SOIL NAIL WALL SCALE: 1 "= 10' (LOOKING SOUTH) FRACTURED FINISH 7 TYP., SEE Dq_AIL I�L_p 3 EQUAL SPACES JOINTS CENTERED BEWEEN NAILS 2'- 6' EL 130 EL 120 EL 110 EL 100. EL 90_ EL 80 60 WAS., 6 �9y()NAL EXPIRES 6/28/OZ &mom CIVIL & STRUCTURAL AMAR Re��l DC-NC(57 leac(lpe? pthc,'�, 4 -0vD( C:)