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HomeMy WebLinkAboutS-070407i 99T.F, i y P y t ( ,�e IT f +"i r f'-T5 !y +gr°+C°'R is al l8w"+ rYR i v 6+ k i e r I fUR k Y .L..d,<rP. a.... 'V - ^rra..- .+a►' -1w +n.v. .*.'..r,- *'a4...l+wa..r a1.✓ it' r .y ..+ w .+.7++w +'-P =raw .ii.n,.... r ..s.. w ...r.. ,. _..+.i...l+w+. -« a...wr.ri.`.P yr...r -- - - - - - r.. ..r..,,,._.r_ .r... +w.r .r was►- ►.a.n..r.... «.n......• .. .r►.+..eM ►.....,..ru...w+s,- f YMB0L) EN RA-L STRUCTURAL NOTES WORK TO BE DONE f .a u ` - t,� Y , , I f , G E N E R A L, � , GENERAL CONSTRUCTION NOTES: - t y5 i ' i � V�I-4� _ ` t( ♦f ' n '0 " t `, 'l�a > l h /JI f Il ,, ` t .%f THE NOWS AND DET ML5 -ON TH IS SMUT 0E GENERAL AND APPLY TO THE ENTIRE PROJECT 1. ALL EXISTING FENCES, GATES ] OR SURFACE BARRIERS GF ANY NATURE WHICH ._ --MH R11- - UMT WHERE THERErARE SP IFIC INDICATIONS TO THE CONTRARY. DURING THE COURSE OF THEV+'OfZK MAYBE DAMAGED DISRUPTED OR REMOVED ` � Y THEREBY CREATING A HAZARD TO PROPERTY OVINERS' LIVESTOCK, HORSES, r •`t if ,t P J / T�{ (y,,�� //1� ���/�♦ ,�t�.�% ji�]�f ,/y Qy��r//�.(� /f1� T r i n tt ,r A S f l`7 QQ YiY ' i 77 7 f! l / •CJ Af (.JL4, r '� f 5r, / 7{J 1V f 8 -V l/ ORO,NA rj! f r ' r r rw �_ N 21500000 _ - � - G? P Aft 5 . CONS ft, ` CTIO�N SHALL BE IN ACCORDANCE WITH THE PETS ETC. SHALL BE TEMPORARILY REQlLACFD �' ! TH (ADEc�UATE BARRIERS CX�Oa f • fii�S �J f BUILDING Ci3pE UNLESS RESTf� ICTED BY THE FOLLOWING NOTES UNTIE THE WORK IS COMPLETED. AFTER COMPLETION OF THE WORK FINAL ° n V OR DRAWINGS DR OTHER APPLICABLE CODES, RESTORATION SHALL BE CARRIED OUT IN ACCORDANCE WITH APPLICABLE {� " • r ' b 1 " P < rim ^ ° � i >• i —S %t r /Ot 4O y t R PORTIONS OF THE CONTRACT pOCUMENTS. n 4 C�'N RE , ' EIVC� f " 'aR �1�4, D [��" ' 'D L .S STRUCFJRAL SYS�' AND DETAILS ON THESE PLANS ARE THE isrA 11 /fvo -- rUNNELE�Q CROSSING _ R DESIGN-"HOMER ALTERNATIVE SYSTEMS AND DETAILS MAY BE USED IF THE 2. IN CASE ANY WELL WATER SUPPLY SYSTEM IS DISRUPTED OR REDUCED IN • s "' I I CONTRACTOR SUBMITS PLANT VJiTH SUBSTANTIATING CALCULATIONS AND TEST DATA THAT ARE PRODUCTION DUE TO THE CONTRACTOR'S OPERATIONS THE CONTRACTOR SHALL N 19-T 000.00 C001?DINA (COO(RDMArES 61 BE4IWI OS 4AE ACCEPTED BY THE ENGINEER, MAKE IMMEDIATE ARRANGEMENTS TO FURNISH TEMPOkARY WATER 5UPijLY � • - 160 E" - BAS`E`D UN U ,S 6yEpr or GommERCE COAsr a � f OF EQUAL QUALITY TO WHICH OWNERS RECEIVED PRIOR TO THE CONTRACTOR`S � GEOf1ETIC sURVE`r LAMBERT GRIO /VORTH ZOAIE G ON D STRUCTl1 E'S MAVE N DESTCNED FOR OPERATIONAL LOADS ON 7HE OPERATIONS. FINAL RESTORATION SHALL BE CARRIED OUT iN ACCORDANCE P3+ COMPLETED U S DURING CONSTRUCTION THE STRUCTURES SHALL BE PROTECTED BY WITH APPLICABLE PORTIONS OF THE CONTRACT DOCUMENTS. `'-- --Z50 NEW DES/ON C01V7'0UR BRAC ING AND B,ALANC I;k WHEREVER EXCESS EYE CbNSTRUCTiON LOA DS MAY OCCUR, f 3. SIDE SEVj ER CONNECTIONS ARE SHOWN ON THE PLANS TO INDICATE THE � 4 - GENERAL VICINITY WHERE THEY ARE TO BE INSTALLED. ADEQUATE STAKES WILL BE PLACED BY THE ENtiNEER MARKED WiTH THE STATIONING TO y t J h R ©%IC R T INDICATE WHERE SIDE SEVIER cbAECTIONS ARE TO BE MADE, THE CONTRACTOR , r- ll�) E SH LL NOTIFY THE ENGINEER WHEN MARKERS ARE REQUIRED, AS PER ARTICLE s 5 Ct3T�ICRETE CON 'RUCTION SRALL CONFORM TO THE LATEST EDITION ACC C1.04 OF THE SPECIFICATIONS. 1318x` -�� T - ;P -- --- S -- ,5,4N/r,,r R �`�`p3eR 0 s/zIr- t r a P° { r 4. UNLESS OTHERWISE SHOWN ALL MANHOLE STUBS SHALL BE CONSTRUCTED WITH 1 • ' .�l`O'R� DR�,IfIr" � S /ZEP v "ALL DETAILS F�;$R�ANATT � � MANU LIOF � ANDa�DRPRIACT CE OKUNLESS CRON NS MATCHING THE CROWN OF THE INTERCEPTOR T J � ». I D SHALL BE IN ACOOR CE I ,DETAILING REINr&CtD COtiCRETE STRUCTURES AC 1-315 LATEST EDITION, as "� : •--. w -- WA rtR / t L ! 1YE t9 SIZE t // ti 19 -ri' t 2 f ti G 6 G45 L 11VE 8 SIZ61 r, C - Yl , ,' 1 .4...- —_ ]• ---- .- ----.• S z(Y'af, _ ; f ' C N 5 VE STRESS A T 28 DAYS k O NC R ETE 3 P I: U tTI A T L iT O Y CQ t � W4 STEEL TENSION DUE TO FLEXURE, INTERMEDIATE GRADE - 20,00 PSI, , ` � — —' !_ /\Y4 � � — �j .- . +r -..• !L —y— — 1 4 J R aLC�R/ w/.,AL CC�NI T t 1 iu. 1 � ,C C CONCR COVER FOR REIIIFORC FNG BAR S SHALL BE AS FOLLOWS W ITN ! � � � � + '� , _ — •—?- -- Tl���dT Tiff! /,: Ar�'�/� ��{ , r /1�+ rt/. yt� �+ (vi � OF ONE BAR tJI tMETER ",� m ,�r t /� ,��rc� �t/ Re- Sri lr ♦/'-Lw NJ 4I � 4a1 N5 O� SEC 7761V LINE .1 ' A, CONCRE SAST AGAINST GR00�fD ---- -- - - -f. PRO,�'E1?!rY` � NE 01? R W LINE' E' ` 'B. C0l1iCR TO BE 11' CONTACT 1�lITT-I'$'ETIVAGE�- I2" f �f �' ti,►1.�.,� 11 ,.E � 4 r -C. CONCRETE ON EXTERIOR WE OF EXTERIOR WAL� 24 .-T-- -- ----- TE"II�PO�'ARY t, 4 SE r1v r' L t e - �' -, , - - J). CONCRM TO BE IN CONTACT WITH GROUND, WEATHER, OR CLEAN WATERY r ,,, _' ,E _ Y + - 1,� a � , 411 AT' $ S WATER THAN #5 - 2" � -2 � ! /5� ll} N r . t (,{ / /// rL(j yy r/► /y+ l Y` , r , . AT B A 5 45 OR LESS T ' �` _ , ` , V V ! ' � V' �UT / �, l t 1` '• - � 1 -, t , _-•—_ ..—. y r r + 4 r ( REI pR0,W S USED AS Df�'i�L'S 94LL BE THE SAME SiZE AND SPACING AS BARS � 'J r . CONCRETE ^4VE*4fETN r t �`t3GE) .� � ICU TEI €Y ARE 1. ARPED, , r sr t' LUL"lWww 111411111 ,►' A, F' ALifO PAVEI EIVTT 'L��`E'1 ' g At ' L gpR 5 # E SHALL BE PpEU AT LEAST 24 BAR DIAMETERS. THE LENGTH VERTICAL C0NST JOINT HORIZ CON ST �Oi T rr " - A QE BARS OF DIEFERE T DIAMETERS SHALL BE BASED ON THE LARGER DIAMETER. � a TYPICAL CONSTRUCTION JOINTS EDGE OF TPAVEL ED W,4Y (UNSJRE'AGED) E r SAN KS, BARS ENDI G IN RIGHT ANGLE SENDS OR HOOKS SHALL CONFORM TO THE -+—+ -+ +—T �;==r R.4 fL R44 02 SllvaL E TRACK 5 - RLQU I REMENTS FAR. 801, AG 1318-63. NO SCALE C IaA 'T�S OE WS R RE} EX'�5 D CONCRETE CORNERS AND EDGES SHALL � y UtA ©,4 HAVE CHAR RSi RE ENTRANT CORNERS SHALL NOT HAVE FILLETS. 2- O ,�I /N - ,�i ai4" `ice°`-` x c— .---•x FENCE" S J I CAT"ItiN CAF ALL�ONSTRUCTION JOINTS SNAL�' HAVE THE APPS: 'JAL OF '_ - -_ —_ tier �/ '' R/V R OR CREEK THE /?'� ., r ,{ f THE-ENGINEER' TI T STRUCTURES, ;;�� PVC iNATERST`OPS SHALL BE PROVIDED IN _ 18"X24"' CON STRUCT N .JOINTS, co 5TRUCTION JOINTS SHALL BE AS DETAI LED ON THE DRAWIN S. r F C MPA �'UL V'E14 ' - L ENGTNI SIZE , A 4fA TER`IA1, L ` � , , • � - � .— - -- - - � v� — - - -- - ---� -- -- -- �- -- -� '� (HEADWALLS, IF 4PPE ICABLE) 4 ") *� y� } , — f t Ol✓ rL /NE OF tXiS TiAr45' INSTQ 4 L .4 rION ' } t (' ' , . , i f�;r wi1 a 1 1 r* ' AV OAAAL rI C0A1C� !' - -1` / y� �C //C NG� ` PH T P / < / INLET V / 1 6,4 rCH BASIN FIRE /7YL//tAj x CLOSURE DETAi L `i/4rER -9�TER BOX , - ` ''` r " �'�J � '�' ��� f: O�qVE� --- "`r s" °n��n/ -roP � TYPICAL CORNER • f BASE COURSE ryl 0 `V4LV4" < = ,l t, f TM NO SCALE NO SCALE Y -�• '�i# r - TYPE B ROAD RESTORATION � N ' } { V r1 // L l ! Y POLE" jwl j', ` 7 l/ V )oP wls, a / I DE%IDF`O(JS Tf EE' r _P G, RAVE,t. / �-- NE SURFACING '1 ` N � " - 4 EVEERG)7fEN rRE ` �� r " �{ r --- ` _ - -; Jl ; . �_= 4 ! ® BZ 50tL RORtNG4 �� `DE510N.4T10rl r � • ' ; _ � _ _ ' Sllfr VE"Y' lGiCtNUl�1E/Iir OR PE�II BN�tH A1,4R _r �, 1 jar 6 'MAN TOP W z{ /�' ^ Gf7A V�r'L BASE C rJ U RS E cl _ 4t oN WA C f� F w� S • ` ' L] AN LL FO %N1 O!'[ HUi1 } S r i L ' r o } " f . ° t " } ,ter + ,� U V • 1c. /C O ', f } - r' TYPE C OR D ROAD RESTORATION _ Z _ a� Y SECTION CCIR'NER � K + j° 0t / e '� - AS CONSTRUCTED' S E �' � f SEeTICIVf li C�RNE R 1 • •� , ; �iIAL E FOSS+ S7 E G r F t , r a DATE DEC 1969 >. /a�NAL DAT U M NOT E 0 O EOUALS MEAN S4'A 4EVI`L U S C 8 � S -192` '' ,f ° •` " N' � } " - t S � , � 4 '- ;y F (1947 AQJ) UNLESS OTHERW /SE` NOTE`S ly.t J{ y ' ' \ , + X� ., s Z ` � { '' • ti, c j , fa t HUD N0, WS-48-0041 , Y s � a �' J � i i rkWl'. NrJMiy Il -r ``, N1 PC) PQL tTA`V �NGINFERS °`�_ M �,� �� f'f�i � T Y 0 METRO p � A SE AT T LE 4 r R218C SOUTH RENTON TRUNK EWER ' SN ;:D y3t���rlv�� U �, �L t,,tit{ rnF i r n+vfl rcn,hr - _ R i1IT�� { 2 t . ; .=—_ 1 r TGENE A L NOTES AND S Y M,$ 0 L Y ` l)f: }AI " 1 ! ,.i �''a � - }�1 i jln• `/�f ! r 5cr V[ . ' 1' ' � ' J./�j. ,�,�! /� ]� a r �` � �' i J a J ) [ . ' / 'tom i 110 SCALE , JUL 58 1yS S E M °l I�%i i CELI�A N EOUS DETAILS ` }i� £ , v'J«`1 f> r Hill 1 1j ! ft ,1n�y R w � C t< �,r�p J ��`�r 1 "� J � 1 1� � <! N � L ()P car + 'kt1 J 1 Cr rrr i(4 4 < C, { r{,+ --. r( , sal F,i i n "1 a r ' •, $ mf tfn) r } rt < 1 t � J � y y � • 1 k r ... _ 'Z r' 1 f �` 1t i ,i / �� ��. t i S , i >..� �� /{j, 1 ,y 's 4 ` ' ; + ` i L , s')'' ,� a _, ..y ' y 1,., _ { ' 1 ` j r f dyet _ f �' l i ► _ d .tv i ya ri r Tai 1y .rt t 1 {tY . /" a r a �Ib Sr� it � I 7 � .tc ..Y .f � . ` !"�_ �♦ Y • { 1 �. ,�L 1 i. :►a� is ' 3' -_ 1 • y,y � r ''!.t? r<,} -y >i • .1 'r + +i -J+ .[ 1 aI ik .[. rt Y w ) «L L' b r .P'.! _._ 1