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HomeMy WebLinkAboutR-271401fix. ce \ RIM-. 76•A6 1E: 57.-&c,C Tr0190 -171ft O � - ti° rl I i fn --� / 2 F --X. cg SEI/4, NW l /4, SECT, TWP 23 N, R 5 E, W.M. RIM 5d 1� GID � IE 44. 21 IF dl•h (3� ep GRADING NOTES TI Ecce 1. Unless otherwise specified, all work shall conform to the FZX'^:44•� 1991 Std. Specifications for road, bridge and municipal 37•�o(3c, 11 - (3(o'�OuT7 construction as published by the WSDOT and the APWA, as IE 37.7v amended by the City of Rst-j roti►. All grading activity Frc SSn�N Ex. SEhIN _ ' x3h.� shall conform to UBC, chapter 70. �- - - SIM : 37. - � RIM•. 43.45 � 1 � - -- iE '• 3Z•110 'Es IN) 2. These plans do not represent the location of all existing -� IE : 40-oX IN� I IIE 3Z .31(0" osi� 1 1 ' utilities. It is the responsibility of the contractor to confirm the location and depth of existing utilities prior to excavation_ bp 1 3. The contractor shall be responsible for all safety considerations during the execution of the work including trench shoring per OSHA specifications and traffic `y GB control on exi F3sting roads. ' LDG 1 RIM: 37.15 8 / _ 1 !F_:ZS•�� IsJ 4. The engineer shall be notified immediately upon the ----- ! _ I IE 33 eo1Z'�►�� discovery of any conflicts or discrepancies relative to � I f-*- I , �..-- ,--r "� � � •y._--+., --r ,�, G$ I -� ' these plans. x 40.E �1 IM'.f.to2 1= t Z �+ I I 36.47 (IZ" t►� � ` E,,<. c,5 QNPS- ) 5. All material used as fill shall be approved pit run 51 -7 gravel or native material that has been observed and �• ; te'•34 5 Iz" INS approved by _the engineer. -- ALL E: 1 34.34 ( v. OUT) 6. All structural fill material shall be compacted to a minimum of 950 MDD (under buildings, roads, driveways, \ walks, parking lots, etc). This fill shall be compacted 4 during optimum moisture content in lifts not exceeding 12". � 7. Compaction tests shall be taken for all structural - 9 fills at the direction of the engineer. �---� - � zoo - - 8. All trench backfill material shall be compacted to 950 to is MDD within roads or 90k outside of traffic areas. 40 9. Fill slopes shall not exceed 2:1 and cut slopes shall x___ - 3 1 not exceed P:1. t _ "3 •5 43 10.. Any rockeries over 8 ft. in height shall be designed by BL G, I 39 �rn engineer and subject to a special construction 3=�r-� .� _ --- �� inspection. 11. All adjacent roads shall be kept clean and free from mud and debris. Contractor shall be responsible for periodic roadway cleaning. 45.5 CrOF� 4l•S (�� 12 . .Contractor shall take measures to minimize dust watering by .grading activities including freuent waterin b an onsite water truck if necessary. ►E' 81.so (3t."rN� --- �t3,1�I�URP�Pc Ftp \ 00 ------------ Ex C,BN 84 09 4 7 VV - - S70.9 o' \\ RIM: 103.40 la: 'tv iso o \ C Sao p f'\LL_ Ro Gc i.R I ES o V E -R -4 -FT 1N !✓{ C-sH 7" I� 1� I� PsL-L. RF-TA,j l► -Lt WNu--n SNFsL-i_ RE-:�aUIR.1 A c PPtRRT F3utt✓1�INI� pe -F, tT FR(D►A THE- GLT,( OF R E KMO.4. 2. THE Ge -NF -,RFL cbt ATRNCTOR &RNDIQG A Rocr-FR`( SvaCONTRA�TCf:;,S SHV�,t1r RE.\IIe.W 1,•ND TH-• GE0TFC-,H titLc-NL Ri--Pb1�T N PALL uPtD+\•rF_s , By f5g�TH GotitsuLT t Ts . 3 . NRG-e I Te-C-'� R13•L- SL TE_ F'L- P t� Sh- I At_ l > DEt�+T c Fy F'd- I- t -P /�t�► Q I Gf pNRJ--1 KJ& FArCA LCL TIES t✓,ct-ltd DESS To 43UI l_[D! h1GS, I Pt GLU F7l C� Ft 1,1131 GRID FSS SLS Fps HNr-40 RP�IL-S, ETG. 4-. THa NFr-1. SITE. PL -1-4N SH O<L J- +F. VS EO �Fo R Dpi Amus St0JE�N4%dJGS1 GJR55, f q -4D A,LL StTEwOR►c wtT--+tNi 5 F -F, of AL1. BL -OGS. 9s•`� Fat Pte. A a FCO-nNGS "IZ�) E> TEtap Z.�, NAT)\ F - SOIL . SOLL BaNR(t-JG TO 5F-- Go t--1 F t R V, ED B`I GEOTEC41. 154 50 TV JO FZO CX -J-- R`( RoW S - EA . 4' HIGH R t�t 1.1 F©RC�-D F I !RO Gi-� I E.S DES t c -l --I By GE0T>=GH . &NCR) ROGIGE-R`I TO }3F_ IO' \NI�T�t2 Mtn 1 /•t. LC% G4TF-- W ATS{ 4s ( 6UF) © P) S 1 �LOT� sin 5ZR4a2 01 UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. kD- a7 JAEGER ENGINEERING 9419 S. 204 PI. Kent, Wa. 98031 (206) 850-0934 SCANNED NOV - 5 199$ M h w Na L Z y z �Oz o ' C zm N Na L Z