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HomeMy WebLinkAboutS-1432096 41-0" 1(^MIN 51DE SEWS.: PIPE t ) — — `41 © s c gee - F- - - - --� I- T c� CONC. WING WALL —J L- 2 "I'MC. DRAIN PIPE ON UPHILL SIDE WITH 5 CU.FT. I''h" DRAIN ROCK. KEY G" MIN. DAYLIGHT DRAIN A MINIMUM OF INTO UNDISTUBED 10'-O•• FROIA TRENCH.. SOIL (TYP. OF SI DES BOTTOM) PIPE ANCHORAGE S BLOCKING 0 i M.T.S. °J NOTE PIPE ANCHORS CBLOCKING SHALL BE INSTALLED ON 40 CENTERS FOR ALL SERVICES. .INCIOE.NTAL WORK INCLUDED IN PER LINEAR FOOT OF SERVICE. FILL SPRINGHEAO WITH ROCK CONFORMING TO SCREENEO ORAVEL SURIACING SANDBAGS 4GRAVEL FILL tMCIDENTI\ — WOAK,INCLUDE IN SPRING HEAD 51DITHM VNIN.I WASHED PEA GRAVEL ALL AROUND PIPE I-P F. (SLOTTED) //- PIPE WITH CAP MINIMUM S' PKOJ ECTIa W CREEK 010 ITEM INTO .SPRINCT I BED SOLID PIPE 1N CRU5HED ROCK BEDDING SPRING HEAD SEEPAGE CONTROL 16 BID ITEMS ARE: o SPRING HEAD PER UNIT(IUCLUDING ALL BACKFILL) o SUBDRAIN PIPE PERFORATED OR SOLID INCLUDING BEDDING OR PEA GRAVEL PER LINEAL FOOT �G JR6ED NOTE c INCIDENTAL WORK INCLUDED IN OTHER. -BID ITEMS. HONEY CREEK ® PHASE 2 DE°TAIILS K 3-ZO-81-o f DATE 4 -6S PROVIDE HILL HOLDER!} ON ALL 51DEHILL GROUND SURFACE TRENCH RESTORATION STAPLE JUTE MAT .R. RATE TO TOP OF HILL 3NEET 9 OF I O °Ixrer ° suruc w°xc ¢lplDERg N / ' VARIES L HILL HOLDER DETAILS I Z . NO SCALA JO - SLOPE ROCKING TO PREVENY EROSION FEET 30" HORIZONTAL DRIVE WELL POINTS •EXTENSION DRAIN PIPE - HORIZONTAL DRIVE WELL POINT R7 "N.-r. S. 9 ' THE DRIVE WELL POINTS SHALL CONFORM TO THE FOLLOWING SPECIFICATION: DIAMETER: 1 1/4" LENGTH: 30" OPENING: 60 GAUZE (0.010 ") ACCESSORIES: DRIVE CAP, DRIVE COUPLINGS MATERIALS: STAINLESS STEEL /CARBON STEEL SPACING: 5' TO 10' ON CENTER AND 1 TO 2 ROWS, DEPENDING ON EXTENT AND VOLUME OF SEEPAGE INSTALLATION: DRIVEN NEAR HORIZONTALLY, WITH SLOPE FOR DRAINAGE, USING 90 LB. JACK HAMMER NOTE:THE DRAINAGE DETAIL AOTED ABOVE IS TO BE USED AS A GENERAL GUIDE IN RELIEVING WATER SEEPAGE AND IMPROVING ROAD BANK STABILITY. BID ITEMS o 30" WELL POINT DRIVEN TO PROPER DEPTH PER UNIT o EXTENSION DRAIN PIPE INCLUDING COUPLINGS PER LINEAL FOOT 5EVE9AL, -WELL _P014TS 1IEAE IN•5TAL.LED € DLISSEQ.LIEN11%` DETERMijI TEED TO tJ 9F NECESSARY. SO' 96� ®;y4 A• SLOPE HOC4E,NG OR GA8tinC15 On! CL "W' SCarsE_" "EL` GRAVEL CASE COURSE � / °°.,\ ABOVE NOT SHOW ACCESS RD, 1 /^ 6S / � , 1 LHECK DAM ' SEE DE7,.IL i 1 PROFILE - �• 9 \ p NO SCALE GA810ki FILLER BOCK ! 6p q _ _!_._'-O" PROVIDE SLOPINb 5NALE FROM SUNSET BLVE1 •9 TO HONLN C.R6EK HYDV YLEED: SURFACE. SEED 4" MIN. O Ut-40 0 PEA SIEVE.SIZC. %PASSLAIG /3 q tl• S ALL BE IN ACLORDANCE W/ SECTION 47- 7_.OZ. QN" PEW,. ALL ARO Uh%D PIPE $ IQO. ACT �.� .{.. •� TV►11�4L PROFILE OF SCALE ABOVE. / a� PIPE • P 5 ",e A•D. PERF. PIPE 6 90 - {00 7q p 1'THIC: TOP 5 S!L LAVER TAKEN . FROM .5 TfCaNT LIME '70 -100 } ^)' ,Ib EWAVATION Oe SEWER MAIN. TO cSzzK - z 30-so _ — _____---- - - - -'- SEEPAGE CONTROL DITCH 15A NOTE: END THE LACIIJG WIRE WITH AT LEAST °S 114HT TURNS AROUNDSELVAC:E.WIRE -PIPE # id6M9R5r -A7.tB = M 0UB LE LOOP -I u LL LOOP ti LACING DETAIL MOTE; ALL LACING TO bE- 13 GA: WIRE �"I P M V .Q s a/ SEE SECTION +� FOR .FILTER /= /=0 �P 5:I8DR AIN- SEE. DETAILNO.iS SECT10 WS GABION_DE ?AIL=S 13 - Ulv.s. ?j =_LAOTE : ALL GABIONS STACKED__ ftl r rtl LJ u LJ k YYPVGAL a' J_!,. .-.e.: a•. ✓N+w..a rb-. �rs•.rw........rm... b ' e..ra �..._ . l:a'I ' 16' CORRUGAYEE PIPE Ie..GAUG E. BO1'�OM OF GULF SLOPE MUST 31 .CONNECT TO E NEAR SUNSET Vl SELECT NATIVE % MATERIAL. F s I RETRENCH As KFdo. FOR _ 1 DESIRED CURVILINEAR I I+LIGN MENY 1 - — 1'0 " - -- 1 TYPED" BEDDING I ` VARIES AS REQ'D. 1 e ClA_ VCRT IN GULLEY rl 4 l FOR POSITIVE WO SCALE / AT STA. (67.00 - LUMP SUM SID. JOINTING :. COUPLI NG 1AND5 SHALL. MEET REQUIREMENTS OFAASHO Mi41e. M19T.JOINTS 514ALL -BE GASKETED AND BANDS SHALL. CONFORM TO APWA STANDARDS. PIAri N0. b26 DEcLECTIONS OF PIPEAT SAND JOIWTS SHALL NOT EXLEED'/Z T, F_ MAY—UM RFLOMHG ND ED. BY TKE PIPE GJOINT MANU . LUMP SUM. 510 ITEM -_C.ON5TIiUCT ANCHOR BLOCK KE`rEQ INTO NATIVE RA RD PANAT END _OFLINE.USE 2 DRIVE PIPE Af°LCH0i'2,5 CONNECTED TO EACP COUPLING. ilRi'a I it D I U � w oa ° KOCK.CONFORMING TO SPECIFICAT140 Oa8TO FOR STREAMBED °aCOUIj PROTECT10P1 RO SLOPE ROCKING /'i513 NOTE: SCREENEDGRAVEL SURFACING WILL SE CON5IDERED INCIDENTAL AND INCLUDED IN THE UNIT PRICE PER CU81C YARD OF SLOPE Koc -KING. �1wI ✓Ilrw, _ Wh M.n M i�ypy,�M � �"Tl .w. TVxvCAL CLLYAnDN �! 11.i_ 1: }t( M _ry I 6 t V L° � j'P,Ana.IS V • and a L^! �.�. - _ j .}wq .O IYev )YR[aG YG>'Mnd ATbllF/°UIOY� TxM.IL fivD CLLM1Rr"w r, ,L�G` hO�Zd. MN -d/d LOAO/N9 ':r I THIS DRAWING4.eR W.S.D.OT. NO. �e? „'"° �•. w E-14 FROM STD. �� - -" «Y+ -mss PLAN5FOP, ROAD j [,w� AT1M'AAVILrVs ' BRIOCtL CONSTKUC -TION -1.3-76 EDLT10 N. j 9 RRlnnF STRUCTURAL DETAILS- J RE ORD QQNSTRUCTIQN DRAWING I lip HAMMOND, COLLIER & WADE- LIVINGSTONE �,P I DF,W(Cn MOl7LFIEI0TR-P,cfLEG1 ASSOCIATES, INC. er`NS? INCLU5ION Or CO o CONSULTING ENGINEERS re°r^.," ewer L CORNS NO. REVISION Ack 10 CUBIC YAR 05 OF SCOUR PROTECTION OCK FOR RAMP' EMBANKMENT- �. HONEY CREEK �L'S� � I jA PROVIDE GABION BASKET .TRANSITION FROM ROAD TO QR ee BRIDGE ABUTMENTS GEOMETRIC. PLAN i-F-iF- iR'6'E-64 L - I- r` CLR. e , DANK .APPROX 2' ( IOOYR. DESMM PROFIL ir E' AN TRANSITIONS SF_C`CION -- BRIDGE GEOMETRIC. DETAILS ;g L - BASIC UNIT LENGTH = 35-. PROVIDE ADPIT49NAI: LENGTH TO 14444TA444-- SEE DETAIL 18 FOR STRUCTURAL PLANS OF BRIDGES. BRIDGE STRUCTURE (BASIC UNIT 35' LONG) BID ITEM INCLUDES 20 CUBIC YARDS OF ROCK RAMP EMBANKMENT. EXTRA BRIDGE LENGTH AND GABIONS ARE SEPARATE BID ITEMS. F%C K G. AgN h TERM ���� ZONAL ECG` Sam pm 4% (a CITE OF RENTON DEPARTMENT OF PUBL I[C WORKS HONEY CREEK ® PHASE 2 DE°TAIILS K 3-ZO-81-o DE91GNE0 F G.K. DRAM! M. K- DATE 4 -6S I I I LJ u LJ k YYPVGAL a' J_!,. .-.e.: a•. ✓N+w..a rb-. �rs•.rw........rm... b ' e..ra �..._ . l:a'I ' 16' CORRUGAYEE PIPE Ie..GAUG E. BO1'�OM OF GULF SLOPE MUST 31 .CONNECT TO E NEAR SUNSET Vl SELECT NATIVE % MATERIAL. F s I RETRENCH As KFdo. FOR _ 1 DESIRED CURVILINEAR I I+LIGN MENY 1 - — 1'0 " - -- 1 TYPED" BEDDING I ` VARIES AS REQ'D. 1 e ClA_ VCRT IN GULLEY rl 4 l FOR POSITIVE WO SCALE / AT STA. (67.00 - LUMP SUM SID. JOINTING :. COUPLI NG 1AND5 SHALL. MEET REQUIREMENTS OFAASHO Mi41e. M19T.JOINTS 514ALL -BE GASKETED AND BANDS SHALL. CONFORM TO APWA STANDARDS. PIAri N0. b26 DEcLECTIONS OF PIPEAT SAND JOIWTS SHALL NOT EXLEED'/Z T, F_ MAY—UM RFLOMHG ND ED. BY TKE PIPE GJOINT MANU . LUMP SUM. 510 ITEM -_C.ON5TIiUCT ANCHOR BLOCK KE`rEQ INTO NATIVE RA RD PANAT END _OFLINE.USE 2 DRIVE PIPE Af°LCH0i'2,5 CONNECTED TO EACP COUPLING. ilRi'a I it D I U � w oa ° KOCK.CONFORMING TO SPECIFICAT140 Oa8TO FOR STREAMBED °aCOUIj PROTECT10P1 RO SLOPE ROCKING /'i513 NOTE: SCREENEDGRAVEL SURFACING WILL SE CON5IDERED INCIDENTAL AND INCLUDED IN THE UNIT PRICE PER CU81C YARD OF SLOPE Koc -KING. �1wI ✓Ilrw, _ Wh M.n M i�ypy,�M � �"Tl .w. TVxvCAL CLLYAnDN �! 11.i_ 1: }t( M _ry I 6 t V L° � j'P,Ana.IS V • and a L^! �.�. - _ j .}wq .O IYev )YR[aG YG>'Mnd ATbllF/°UIOY� TxM.IL fivD CLLM1Rr"w r, ,L�G` hO�Zd. MN -d/d LOAO/N9 ':r I THIS DRAWING4.eR W.S.D.OT. NO. �e? „'"° �•. w E-14 FROM STD. �� - -" «Y+ -mss PLAN5FOP, ROAD j [,w� AT1M'AAVILrVs ' BRIOCtL CONSTKUC -TION -1.3-76 EDLT10 N. j 9 RRlnnF STRUCTURAL DETAILS- J RE ORD QQNSTRUCTIQN DRAWING I lip HAMMOND, COLLIER & WADE- LIVINGSTONE �,P I DF,W(Cn MOl7LFIEI0TR-P,cfLEG1 ASSOCIATES, INC. er`NS? INCLU5ION Or CO o CONSULTING ENGINEERS re°r^.," ewer L CORNS NO. REVISION Ack 10 CUBIC YAR 05 OF SCOUR PROTECTION OCK FOR RAMP' EMBANKMENT- �. HONEY CREEK �L'S� � I jA PROVIDE GABION BASKET .TRANSITION FROM ROAD TO QR ee BRIDGE ABUTMENTS GEOMETRIC. PLAN i-F-iF- iR'6'E-64 L - I- r` CLR. e , DANK .APPROX 2' ( IOOYR. DESMM PROFIL ir E' AN TRANSITIONS SF_C`CION -- BRIDGE GEOMETRIC. DETAILS ;g L - BASIC UNIT LENGTH = 35-. PROVIDE ADPIT49NAI: LENGTH TO 14444TA444-- SEE DETAIL 18 FOR STRUCTURAL PLANS OF BRIDGES. BRIDGE STRUCTURE (BASIC UNIT 35' LONG) BID ITEM INCLUDES 20 CUBIC YARDS OF ROCK RAMP EMBANKMENT. EXTRA BRIDGE LENGTH AND GABIONS ARE SEPARATE BID ITEMS. F%C K G. AgN h TERM ���� ZONAL ECG` Sam pm 4% (a CITE OF RENTON DEPARTMENT OF PUBL I[C WORKS HONEY CREEK ® PHASE 2 DE°TAIILS K 3-ZO-81-o DE91GNE0 F G.K. DRAM! M. K- DATE 4 -6S FILE NO 2850 CHECKS FG SCALE hJCiTE,7'. PInD a0DRa_4°I .rAa�� .R. RATE APPROVED 3NEET 9 OF I O °Ixrer ° suruc w°xc