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HomeMy WebLinkAboutWWP2703480.5L LI Q z C) LLI O Of a 6i z H i z Q m Q co G J 0 U P•.ECE= LIFT PGO;ET V - 11 N-G- SDCKET HD SCRE44' 1 k L❑r-JG (BRON-L E OR S.S.) Tr: g' RAISED PADS IJZff5-L 1. Ee a-ElN OLJ TD SHALL BF E Aw IOFu Fui Fiad wu& % rJ L r4 l;K 3W OR EOJ AL CLE 013 DU T 9 I AL.L 01 A WATER TICNT A S SE H B L'r; I3 LNILIPROIXI) AREM POUR A 1'-OF THICIK; *'-V $MARE {X7fiUS7F, C-ASE JOD4, PAD ARLUME THE RING AM CO.rER. 4. F4 ASPHALT FRIOM 4'A)M. REETOW APOUND CLEXdDLJT FANG AND CMER. AS F2EQUFaM B'r' STANDARD DECAL BRA14T412. B?39. Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors T A C O M A - S E A T T L E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 316 Occidental Avenue South, Suite 320, Seattle, WA 98104 206.267.2425 TEL F1 BEF? ,JOIh1 T Pr' C Ir'aU 45' {1;'"B3 BEND RECORD NOTE �T. COLUMBIA BANK - RENTON THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, KING COUNTY, WASHINGTON GONCRE CLASS YoATER TIGI T PLUG PIPE MATER rtL AS SPECIFIED Sf THE ENGfUEEFR PLUG TO BE SEALEO Its S:JAE: FANNER AS k1AIMJ S ocR ,ICIrhJTS. 5 ❑ B E4 INIC H C LIA 2T DT.TT ADOPTER [I" or DERD1311 r2.�x1>x1� �l�rae rar VAM 0 ZI `MC e ODIC. NP)d1E Ba7-6-1 05/19/09 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. AHBL JOB NO. 207533.10 SP PA.GE BD72-5.1 E IN. DI�tdETER PIPE D e❑ 1DO t m 2m :.a0 sna 3a0 4Da a.�❑ .�0:1 Q 2a an � ?a 9u ti o 13a taa tea t� 35 55 ?5 B5 114 13# 15# 1?-T 1?� 1„ 1T? ?0 98 110 138 154 16A 1�7 1�J� 1�3 is3 18� 1 G8 12f5 1+IZ5 7 bF7 1 m 1 9,7 15L7 191 184 ld? 1 e!5 1+1 161 18�4 �pJ �0� 1`a4 1I�.' 19� 11a3 191 1�4 1;>3 1BQ ?14 ?.D9 2D5 �O� �Oq 1G18 1138 10# 1133 ?11 ?20 �15 211 2d9 ?.d15 ?�? 20D 1AB 113? 1�5 ?.�°T :�°1 ?1? 21a �10 2a? ?h7 '.•II.° ^.91 199 19? �'? �'� 2'10 L'14 �11 '�44 '�4Q �4� '�'IQ� ?Q1 14e� tiv? ��ti �1�P ?15 ?13 �1O 248 �B �04 ?O2 ?41 i1�E GOOF LE7J C � o s 1 d5 150 244 a 250 3 Dt5 �m +50 1-04021(171 o 54 1DO 130 2Do a a250 3D4 350 4 4JY1 +54 LJ 7� C O FL 58 10O 2DQ a 250 30O �•, 354 r #DO 45r5 LEND 4 FL 5+j 1 Gi] 150 ?D4 es NO 3 GO v7 3 "� 41010 # 5+] PtROCmuRE= SLOIAL.y PI�SSU RIZ-E I E PIPE TO 4-.O P,5.14, ALLOY) 2 MINUTES FOR STAE31LIZAT'lDra, A1301PI�G AIR AES REQUIRED. TIME THE DROP FROM 3.5 P.S,LG, TO 2.5 P.S.I.G, READ THE NIA41`41WA ALL01YABLE T1h1E IN SE f'tL75 FROM THE TABLES. AIR ng3 T TABLE (Ill =} ;URE) FOR- 3XV12? I►LIMIS AD❑PTED c2T,- or KD?Mlf STAUD AHD P AWE LM TM rg a4 ,'01 [YOG. NAME; BOBO SP P.6ZE: 9M3 B IN. DIAFAETER PIPE to � D , fla , 3n 2 w 2�cI aoa 3�0 4 Da as D a r�I Q 20 lw e9 � 9B tt 9 uq tee t�❑ 1?i] 55 ?5 95 114 1 �# 15# 1 ?# 19? 11a0 1S6 18� 11 D 13D iS0 1 B9 1B9 ?4B Z1Q ?�T '�73 ?l71 1118 1�OS la3 � ?�'� 237 2F? '�.' E7? 21+T ?I D �cle ��D ��Ia ��? i4a 24t 237 230 �Jf �� '�'Ie �1a 'r'S ''''1 '91 'S3 i�� "`1.1 ��� tin �� .'1'cu ��� ?S3 ??3 2+84 ?5? ;?51 2#B E#1 23? 733 }3D ?��, �83 2?�1 ?�? 2Ar5 2fi-t ?d9 2.15 2d1 23: ?34 2�1 �3 �'�'S 269 263 25? E48 .'_44 241 23e ?3S TIME SECT?FJDS 6 IN. OIrVdETE}? PIPE Q �0 104 1 `4 � C14 ��4 340 3S P # 44 454 5 O{1 D ?D 40 513 �9 6rB 11 � 1�B 15B 1?D 1'.� � 11A 13g 15a 1 � 1618 ?�B � �01 1�B 1ae 1?T! t ge ate �� 24J5 �8 �3a �? ��� 215i 31? 321 3D9 ?94 �B�T Z?� �0? ?9'I '}S5 ?5D �46 340 3?5 312 3tr1 2�1 1�A3 ??6 2?b � 25A 2S5 S:i[1 Ste? ,716 3F]LS 29e 290 ?R; �•-;? �r;E 26? 3JS3 34D 330 3�1 313 3GB 3G0 28�+ �& �'83 2� ?'5 3•� 331 3?3 31b 3U9 3�3 ?618 �4 '�6 28.; �� T1HE SECOM�S � IMJ. OL,>1�1ETER PIPE D 'SL] 1 CJ] 1'SEl 2m ."� 3D'_; 33Q 4CJ7 4�0 'JCi7 D �4 40 59 �4 1?9 11 B 13R 15� 1?4 1 �'0 12.1 1#-tr 183 1 &� �D3 �?3 E#3 23? 231 ?25 ;~21 ��:1? '�6? 26? 3!T J1� 2� �G ' ,'a ^�6 '�bl 2JSG 3;1 391 371 3'3< 335 323 31Z 30E �3 2B6 2?9 #25 44� �B� 3r3+@ 35? 3r#4 3`B� 3?a 31 Z 3O4 299 #25 #{?� 3BD 3�B 38.3 �� 3#2 333 3?6 31 B 312 42 6 4J74 1390 .] N7 3'l �81 3� ;,.�;••.' D3J5 .]?9 32.7 42'S 411 399 3 m 3 � 3J� 3fi4 3O2 343 33 a 332 4�5 413 #ate 3B� 3B3 3?# 3OB 35B 35? 3� 344 #25 41 •# iQ4 3A5 39? 3'9 a?1 3E5 �5B 35f 34? T1WE g7CQMJ05 CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date NY (SEE NOTE 4) :- LIMITS OF PIPE 70NE BACJr:FILL r.1ATERj„L (SEE NOTE 5)AAX f f •::::::;::'::}:;•:::::;: ;:::ti r:<:. ;:: f.� 1� •.:.:,:�.� `:•:'T: }:j�i:R} 1. % '}::• +1 r CLASS CONCRETE CLA 5 5 G ..r: r:':r.'r';: ••..: (SEE rZTE 8) (CLO.SS .0, DESIGN) IV (� NOTE 4) -+{:= L1611T5 DF PIPE MNE &,tiC1<FIL.L NilATE RI.AL SEE rVOTE ):.:_xr:'X <. EIMOING MATERIAL •':`:,••` FOR RIGIO PIPE •`:�'. (SEE NCIIE 15) FOLIto] DA�T1 Dr-J LE' -,'EL -. ::f?r r r r. r; �: ,: ; r,;;:::;:: (CL,LSS B. G. G. DENGMJ) BEDOmr-JIS FOR RIGID PIPE TN (SEE hJQTE 4) -�_.- L1611TS CIF PIPE ZONE BEODING kIA:TMIAL FOR FLEr:]9LE PIPE 'SEE NOTE ') - FOUNDATION LF'vEL (CLw5S F OES�rI 9EDDING FOR FLE37BLE PIPE L1J 1, F10M 1aE Ut3FORN 9UPPW.T WDER B 4MLL 2. HkM TAMP UNDEP HAIlMl -1E3 .3. CO 41PADT BEDQ I A W ATl R LiL ?A 66.E W A: L C E14 3T� B:�r 0 PECTLV I ER RPE HWJD TANP CINL'f. #, SEE "EK-CPA'ATION POD PREPARATION OF TRENO� I3 Thf 9fy 14,11,Y M'JIE P. 3 SECTXW DF THE 9 TAN D ARD �EQ FI CTATI Cfd 9 FAR TR Fla C H IAI)TH e' MJ0 TFE?"rJU CPTXP49. THE PPE ZDME 441LL BE THE iIDTUAL TFE?" MOTH, UM7 FOR U-kW IL BEOOND. TFE HFUNIltt CCtKF&--TE '4IDTH SHALL BE 1-1;`i a + W', E. TP. E N CH BA C k FI LL 5H ALL C00FDF31 Tf7 ' B ACi•FI LL .16 9EER TR EN Ci IM" IN THE Ui111ITARV SEMU � BEC M DF THE t3TR40AFtO SPE ICATIONS, ET.LEFT TFL9 T FNX F.3 ❑ F L LRd PS LOP'@ ER. TH M4 1 ' PER FOOT OF P P E D 0 &-R R SRti LL NOT BE U BED II Tl E U 00FI-L liol Fi AL, 6. BEE "BEDDING KkTENIAL FDR FOB0 RPE•' IN THE AMPEGATES 9ECTIDU OF THE UTNU� �lDATIONS FOP.. THE MTEMAL WEI;FIGA,TILINB. SEE 'BEDDING KL,TERIAL FOR FLEMJBLE PIPE" IN THE A Gt.EQ4TE% iEGTPH OF STM O Pn 3P'EOi F I CATIO N FOR THE K4TEFI 0L 3PEOi FI CATIO N 1 B. PIPE F.U9r BE ANEMPEO IN 3JCH A KAWER AS TID EMURE FLOff L N E 13 M A P47 MED. 1'- DI' 9EI�71 N 4 CLAM D ES 04 O N ENS CN fA}� A CL&M a C LAM G (3 14t D MAM F C Y!L A 1;'t 1.0, w' MF1 Cr NIL 3FQ a' MIN. t2, MJxc B 1(4 LLD. 1 •'M D. O. 1141 U Ji 2ER D CLM 9 • .".* 9D. 1,Az q.P, 1;'4 4A. D.P. - ■Q' �G•: ti •. I• II � III�,IIIII�II lSIi ryas M* At WA 348005 � O , R�CIST1EORyN V� - SURVEYED: SCALE: DATE: --- -- CAL �SSIONAL �1 -- - DESIGNED w6 PER DETAIL HORIZONTAL NAD 1eas/1991 ; C T Y 0 F COLUMBIA BANK - RENTON 5/ 19/09 ----__.. : FIELDeoOK: ML RENTON PAGE: NOTICE -- - - DRAWN: ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE GCH DRAWING NO: PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF ONE INCH DATU M THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OV40MP RIGHTS IN IT. THIS DOCUMENT IS FOR USE CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. C 4, ONLY FOR THE PRO,ECT IDENTIFIED IN THE RTLE BLOCK -- SMC SEWER E R AND IS NOT TO BE USED FOR REPAIR, REMODEL OR IF NOT ONE INCH ADDITION TO THAT PROECT OR FOR ANY OTHER PROECT. NO. REVISION BY DATE AP P R APPRONESMC SALE ACCORDINGLY NOTES & DETAILS SIB• •� O OF.1 6 waiir�1 'AH �NI�I I I I