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Home My WebLink AboutR-386915POST AND RAM. SPECIFICATIONS PIPE ROLL FORMED POST NOY.SEE MCH. 49) SECTION T r I.D. END, CORNER, OR PULL POST 21/r DWI. OY 5.10 FA13RK LINE OR BRACE POST r DIAM. ZO 1.85 - 2 SKIES (Y ) TENSION RINE HOG RING - I •3 END OR CORNER (BRACE) POST DETAIL n 'ENSIGN WIRE BAR BRACE POST DETAIL CO • • I . .. . ..... ..... ♦-� . , �'`w•i♦iiiiw•ii♦iiw•ii♦i♦w•i♦i��♦i♦i♦w w w w♦i�♦: ,. NOTES: 1. ALL CHAIN LW FENCE WILL HAVE TOP RAIL. I 1ws3PWIM4 FENCE UNE SHEET 1 OF 2 SHEETS Ow.iJ.OrT. Z sT ruw L4ML14412 TENSION W FABRIC PULL POST (AT END OR CORNER) DETAIL O EYE BOLT EYE NUT TLS TENSION WANES TENSION WIRES FABRIC BAND Q®-" 4=,� r% - STINET04ER BAIT (TYP.) PULL POST (WITHNN I1IUN) DETAIL OD cw�r�uwc � INTAL NTS .- TIE WIRES (TYP.) - WTCH PENCE ACD 0 14' MAX. S&VAGE T491.) Top HOME ~ j4V Swm cry" OF Lw (TYP.)(NOT T f FOR ....,,...,...,, .,,...,,...,.,.,,...,,.., , �: ...,,,.�.,..,,,...,..,,..e... CHAIN LNPE FENCE TY4) MATCH FENCEBOTTOM NOKE SELVAGE (TYP.) L 1s9" S1AII16 (TYP.) CHAIN LINK FENCE��` FABRRC 3' - 0" - CHAIN LINK FENCE TYPE 3 2' - 0" -• CHAIN LINK FENCE TYPE 4 I 1r ROUND (TYP.) CHAIN LINK FENCE FABRIC -/ 3'- 0"- CHAR LILAC FENCE TYPE 3 2'- Cr - CHAIN LINK PENCE TYPE 4 C 13A SHEET 2 OF 2 SHEETS STALARAWLIAM PLM LPM164W CHAIN LINK FENCE TYPE 3 OR 4 PAY LIMIT I 141 - or (TYP.) ! � PIXl POST - TENSION WNIfE - TENSION WIRE NOG RINGS /-�ySPAM 0 24" MAX. (TYP.) SINGLE 6 FT. CHAIN LINK GATE 00M LINK FENCE TYPE 3 OC • e • s c •• •: -•... �� 41��i�i � • it BOTTOM FLANGE J [ s) -• 941 SWING TIE WIRES (TYP.) H.P. - SPACED 0 14" MAX. 12"RouND (TYP.) caw urc "TE NTS Hae RINGS - SPACED 0 2e MAX. (w.) CUMIN LMN[ MTE w.i.�.O.T. fTA11�AM �LAi14iL104H IT WAIT Eq. V9 A PORTION OF K V4 W V4 WC10 T 33 L R iiiE S E., 'E IE�li�, IV 4N NOKTMLS LOA • 48 067 '1T • 1i11i14t'�174 12" MIN. THICKNESS OF 2`-4" QUARRY SPALLS 0 GRAVEL BACKFILL FOR MAINS -� I PERFORATED PIPE 6" WN.- NON -WOVEN GEOiEXTILE FOR - UNDERGROUND DRAINAGE O5 re - 81 -w Sensitive Area Signs Per City of Renton Standards A Chamber Top of Post 45 Degrees To A pe�th of 1" On All Four Sides Attach Pre -Printed Metal Sign To Post With Two 5/8" Dia. Galvanized Carriage Bolts 1 Pitch Surface to Drain Q -P of w A Sy I- Finish Elevation � W cn i = .• •' r >- Iz Q c j x 42841 p c�� ► Y Y �' { Concrete Footing '`�s F� / S T E.�`` "' S��NA L EAG ca ,:'�,; r -----Backfill Wrth lafive Sc��l01 rT 4 Com patted Granular Sub Base ,� •-./i.//i.//i.//i//i.//i.//i.//i.//i.//i.//i.//i://%//i./ice//i. i.//i.//i.//i.%r- 2 \ CQ tit Q KEYWAY'�!��0\0\� NOTES: 1. SEE SEC. KCRS 5.01. 02. WSDOT/APWA 9-03.12[4] 30. FACE OF ROCKERY OR RETAINING WALL MUST BE A MIN. OF 10 FT. FROM TRAVELED WAY IF ROCKERY OR RETANNG WALL IS BEHIND ROLLED CURB OR ON A RURAL SECTION. 40. CHAIN LINK FENCE, TYPE N0. 4 OR 6 (WSDOT/APWA STANDARD), REWIRED WHEN ROCKERY HEIGHT IS 18 IN. OR GREATER. �5 WSDOT/APWA STANDARD SPECIFICATION SECTION 9-33 6. THE ROCK FACING FOUNDATION AND/OR KEYWAY IS TO BE CLEARED OF ORGANIC MATTER AND DEBRIS AND THE UNDERLYING MINERAL SOIL COMPACTED TO A MMIMIUAI 95% OF THE MAX" DRY DENSITY. �opc Wil" NTS SPLIT -RAIL FENCE WITH SENSITIVE AREA SIGNS 2" RESILIENT SEATED VALVE NUT EXTENSION AS REQUIRED NOTES 4' - ' k • A SEE Cb811T111ACT PLIWB 4' - 0'ME.A SEE CONTRACT NOTES I& MAX. 3As" EXPANSION JOINT (TYP.) - PEDESTRIAN CURB - 3/8" EXPANSION JOINT (TYP.) - PEDESTRIAN CURB SEE NOTE 9 low MAC. SBE WAIBIMM PLM 11419.19 SEE NOTE 9 SEE STAIrAND PALL POST - SPICED HOG i#IMIfa6 (TYP.) , LANDING 1$" ItAAX. PLASTIC COVER OVER WASHED 2. Where wGRADE IS csftd out of Vw Waft Ma*=M • 1Mf' MAX. SPAC.'EH e w MAX. 1. shah be 1f)"' END OR COIMEIt (STOKE) POST break balwam alNiBee p11ws >hwM AAI9h. TENSION WIRE 1-1/2" AND RETAINED ON 1/4" 10' 3• Do not place GraWtpc JINrxAsn orales, /le9aas Cew1s, or eRS�er aOplMie- naRwe9 in hut of the C1xb RMw or on any pot of Ste Curb Damp or dim -win dim A TBIINION 10111RE PULL POST B LINE POST MAX. - SPACED IIRAICE POST TEND NNUCIQfiD SELVAAE D TENSION WAIF BRACE POST Q, 51e tEOp 8114 bolloln uNnQ Hop 4'- 0" MIN. (TYP.) - CUrE & GUTTER F-14.12 for Curb, Curb and Ql�r, f'iiNr aMI'�r, alld SEE CONTRACT PLANS CURB RAMP CURB RAMP PodesMtan Curb details. DETECTABLE WARNING SURFACE - WRSB, tAlls4 $11. Chem Link - 0" WN. (TYP.) - SEE STAIiA� PLAN FdA.19 5. See Sbadwd PISA F -U." for C awd CenslefiB $iiSMAS k Dsb&. FACE OF CURB SEE SRAIEAB>e PLAN F41s.19 SEE CONTRACT PLANS .... . ...... See Cmbvd Phu for RATA and pbeem" of d6welk. FaMIA> b 5�e Tendsn Wf1r wi51M � FACE OF CURB � DEPRESSED CURB IL GUTTER CROSSWALK 8• The Bid Ilam "Cement Con �I a Cwb Rwo T " doss not inchWe ad mid Cwb, Curb and 13Ww, Dap11IBSI Cwi mW Gull9r, ._the ...... Curb, or SkW&Wke. IN11ils Of 51e tiwt 5% k weave. ......._ TE WARE PLAN VIEW pETECTAIBLE ,SURFACE _ TYPE POARMAiL A SEE STAIr1A� PLM FJB.119 TENSION WIRE 3. 3. Dabb err, irlAIRI f" algd sha not TENSION RIME , c (TYP.) 4' - 0' MIN. WINE � selac- GRADE BREAK b TIE WIRE SLOPE µl►X• TOPOF ton of any pwftmW III - .. •.. � (TYP.) CEMENT CONCRETE PEDESTRIAN LANDINGDEPRESSED CUTE - Off NOTE 9 CURB 3 GUTTER •- SEE STANIIB1ARn PLAN F40.12 FABRIC SME (TYP.) SECTION O AND NDTE RI 151-01 MAX. FABRIC BAND (M.) SEE NOTE 7 SEE CONTRACT PLANS LEGEND SIDEWALK - - SLOPE IN EITHER DIRECTION TIE WIRES (W.) - ER BA STRETCHR (TYP.) GRADE BREAK LL SEE 407E 7 CONTRACT SEE NOTE 7 STRETCHER am (TYP.) SPACED 0 W MAX. it Cley SIDEWALK GRADEBREAK GRADE BREAK . 2.0% MAX. _ 8.3% MAX, MAX. 8�_ CURB RAMP LANDINGPEDESTRIAN CURB - _2096 .. .. STRETCHER SEE NOTE 9 3/8" EXPANSION JOINT (TYP.) •- BAIIR 1 ENSaN IAIRE HOG ROM 9W.) t? m LANDING 3Ar EXPANSION JOINT (TYP.) - KNUCKLED SELVAGE (TYP.) CHiAIN L MMC Fi#ICfm FABRIC TENSION WIlIE { ppgT FABRIC MOM 0 W MAX. SECTION O "CEMENT CONCRETE CUFF RAMP TYPE PARALLEL B' PAY LINT - SEE NOTE 8 'cE1roJIT CONCRETE CURB RAMP TYPE •. i• CONCRETE POST BASE (TYP.) FABRIC BAND -• T_ SPACED iV MAX. TYPE 3 19' MAX 500' MAX. PULL POST - SPACED HOG RINGS (TYP.) 90 OR COINER (BRACE) POST TENSION WIRE 10' MAX. (TMP.) O ANY MAC. SPACED 40 24" MAX. A 710118ION MME PULL POST B LINE POST - SPACED 10' MAX. BRACE TENSION WIRE 144JOK .ED POST SELWrSE (TYP. D 1 FJ►ISION WIRE Z. BRACE POST METHOD OF FASTENING ...... S711ETCHER TAR TO POST TENSION WARE c TIE RE WI(TMP) TENSION WIRE TENSION WARE ( W STRETCHER b x TIE WIRE BAR (TYP.) ;r 52 (TYP-) STRETCHER BAR (1'1fP.) FABRIC BAND (TYP.) LL FABRIC BAND (TYP.) u C b • KNUCKLED lELMAIIE �- (TYP-) FENOE CONCRETE POST BASE (TYP.) TYPE 4 POST AND RAM. SPECIFICATIONS PIPE ROLL FORMED POST NOY.SEE MCH. 49) SECTION T r I.D. END, CORNER, OR PULL POST 21/r DWI. OY 5.10 FA13RK LINE OR BRACE POST r DIAM. ZO 1.85 - 2 SKIES (Y ) TENSION RINE HOG RING - I •3 END OR CORNER (BRACE) POST DETAIL n 'ENSIGN WIRE BAR BRACE POST DETAIL CO • • I . .. . ..... ..... ♦-� . , �'`w•i♦iiiiw•ii♦iiw•ii♦i♦w•i♦i��♦i♦i♦w w w w♦i�♦: ,. NOTES: 1. ALL CHAIN LW FENCE WILL HAVE TOP RAIL. I 1ws3PWIM4 FENCE UNE SHEET 1 OF 2 SHEETS Ow.iJ.OrT. Z sT ruw L4ML14412 TENSION W FABRIC PULL POST (AT END OR CORNER) DETAIL O EYE BOLT EYE NUT TLS TENSION WANES TENSION WIRES FABRIC BAND Q®-" 4=,� r% - STINET04ER BAIT (TYP.) PULL POST (WITHNN I1IUN) DETAIL OD cw�r�uwc � INTAL NTS .- TIE WIRES (TYP.) - WTCH PENCE ACD 0 14' MAX. S&VAGE T491.) Top HOME ~ j4V Swm cry" OF Lw (TYP.)(NOT T f FOR ....,,...,...,, .,,...,,...,.,.,,...,,.., , �: ...,,,.�.,..,,,...,..,,..e... CHAIN LNPE FENCE TY4) MATCH FENCEBOTTOM NOKE SELVAGE (TYP.) L 1s9" S1AII16 (TYP.) CHAIN LINK FENCE��` FABRRC 3' - 0" - CHAIN LINK FENCE TYPE 3 2' - 0" -• CHAIN LINK FENCE TYPE 4 I 1r ROUND (TYP.) CHAIN LINK FENCE FABRIC -/ 3'- 0"- CHAR LILAC FENCE TYPE 3 2'- Cr - CHAIN LINK PENCE TYPE 4 C 13A SHEET 2 OF 2 SHEETS STALARAWLIAM PLM LPM164W CHAIN LINK FENCE TYPE 3 OR 4 PAY LIMIT I 141 - or (TYP.) ! � PIXl POST - TENSION WNIfE - TENSION WIRE NOG RINGS /-�ySPAM 0 24" MAX. (TYP.) SINGLE 6 FT. CHAIN LINK GATE 00M LINK FENCE TYPE 3 OC • e • s c •• •: -•... �� 41��i�i � • it BOTTOM FLANGE J [ s) -• 941 SWING TIE WIRES (TYP.) H.P. - SPACED 0 14" MAX. 12"RouND (TYP.) caw urc "TE NTS Hae RINGS - SPACED 0 2e MAX. (w.) CUMIN LMN[ MTE w.i.�.O.T. fTA11�AM �LAi14iL104H IT WAIT Eq. V9 A PORTION OF K V4 W V4 WC10 T 33 L R iiiE S E., 'E IE�li�, IV 4N NOKTMLS LOA • 48 067 '1T • 1i11i14t'�174 12" MIN. THICKNESS OF 2`-4" QUARRY SPALLS 0 GRAVEL BACKFILL FOR MAINS -� I PERFORATED PIPE 6" WN.- NON -WOVEN GEOiEXTILE FOR - UNDERGROUND DRAINAGE O5 re - 81 -w Sensitive Area Signs Per City of Renton Standards A Chamber Top of Post 45 Degrees To A pe�th of 1" On All Four Sides Attach Pre -Printed Metal Sign To Post With Two 5/8" Dia. Galvanized Carriage Bolts 1 Pitch Surface to Drain Q -P of w A Sy I- Finish Elevation � W cn i = .• •' r >- Iz Q c j x 42841 p c�� ► Y Y �' { Concrete Footing '`�s F� / S T E.�`` "' S��NA L EAG ca ,:'�,; r -----Backfill Wrth lafive Sc��l01 rT 4 Com patted Granular Sub Base ,� •-./i.//i.//i.//i//i.//i.//i.//i.//i.//i.//i.//i://%//i./ice//i. i.//i.//i.//i.%r- 2 \ CQ tit Q KEYWAY'�!��0\0\� NOTES: 1. SEE SEC. KCRS 5.01. 02. WSDOT/APWA 9-03.12[4] 30. FACE OF ROCKERY OR RETAINING WALL MUST BE A MIN. OF 10 FT. FROM TRAVELED WAY IF ROCKERY OR RETANNG WALL IS BEHIND ROLLED CURB OR ON A RURAL SECTION. 40. CHAIN LINK FENCE, TYPE N0. 4 OR 6 (WSDOT/APWA STANDARD), REWIRED WHEN ROCKERY HEIGHT IS 18 IN. OR GREATER. �5 WSDOT/APWA STANDARD SPECIFICATION SECTION 9-33 6. THE ROCK FACING FOUNDATION AND/OR KEYWAY IS TO BE CLEARED OF ORGANIC MATTER AND DEBRIS AND THE UNDERLYING MINERAL SOIL COMPACTED TO A MMIMIUAI 95% OF THE MAX" DRY DENSITY. �opc Wil" NTS SPLIT -RAIL FENCE WITH SENSITIVE AREA SIGNS ISOMETRIC VIEW TYPE PARALLEL A PAY L A T ISOMETRIC VIEW TYPE PAwALLEL E PAY LWT � ftm �� 91OW 1 OF 1044 w.i.�.�.T. WATER MAIN IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90* BEND, SCREWED AT THIS POINT, FIELD LOCATE PLASTIC; METER BOX IN 2" CLOSE NIPPLE PLANTER OR CAST IRON BOX IN PAVED OR CONCRETE AREAS. E ' 2►, CLOSE NIPPLE 2" 90` ELBOW 2" 90' ELBOW -- --2" GALVANIZED PIPE AS REQUIRED CONCRETE BLOCKING FLAN 2" RESILIENT SEATED VALVE NUT EXTENSION AS REQUIRED NOTES 4' - ' k • A SEE Cb811T111ACT PLIWB 4' - 0'ME.A SEE CONTRACT (SEE DWG BR46 / PAGE B090) 1. PCS a sep 'CAxb for each rmp*ed or tIn caked cron ilik. I9 R�ISd * be w�1M151e wiel5l of 51e associated 3As" EXPANSION JOINT (TYP.) - PEDESTRIAN CURB - 3/8" EXPANSION JOINT (TYP.) - PEDESTRIAN CURB SEE NOTE 9 - gOeWMaSC, Or as sIl01AI1 in 51e C•o111�d PMIS. SBE WAIBIMM PLM 11419.19 SEE NOTE 9 SEE STAIrAND PLAN F419.19 LANDING AND 2" 90' ELBOW , LANDING 1$" ItAAX. PLASTIC COVER OVER WASHED 2. Where wGRADE IS csftd out of Vw Waft Ma*=M GRAVEL. CUT HOLE FOR PIPE �Q `""''- break balwam alNiBee p11ws >hwM AAI9h. N SIDEWALK 6 1-1/2" AND RETAINED ON 1/4" J 3• Do not place GraWtpc JINrxAsn orales, /le9aas Cew1s, or eRS�er aOplMie- naRwe9 in hut of the C1xb RMw or on any pot of Ste Curb Damp or CURB AND GtITTEER . r+ _�C 3 R N CNV 4• See COritfad PISI'IC for the CYI� SPSQIMS. $ee DVLA 4'- 0" MIN. (TYP.) - CUrE & GUTTER F-14.12 for Curb, Curb and Ql�r, f'iiNr aMI'�r, alld SEE CONTRACT PLANS CURB RAMP CURB RAMP PodesMtan Curb details. DETECTABLE WARNING SURFACE - CUM RAMP4' DETECTABLE WARNNiG SURFACE - - 0" WN. (TYP.) - SEE STAIiA� PLAN FdA.19 5. See Sbadwd PISA F -U." for C awd CenslefiB $iiSMAS k Dsb&. FACE OF CURB SEE SRAIEAB>e PLAN F41s.19 SEE CONTRACT PLANS .... . ...... See Cmbvd Phu for RATA and pbeem" of d6welk. DEPRESSED CURS & GUTTER CROSSWALK FACE OF CURB � DEPRESSED CURB IL GUTTER CROSSWALK 8• The Bid Ilam "Cement Con �I a Cwb Rwo T " doss not inchWe ad mid Cwb, Curb and 13Ww, Dap11IBSI Cwi mW Gull9r, ._the ...... Curb, or SkW&Wke. ......._ 7. The Curb Ra1A1p maxim m Mrlrlirl I dare didl n9t neglllAe the IEIRIP PLAN VIEW pETECTAIBLE ,SURFACE _ TYPE POARMAiL A SEE STAIr1A� PLM FJB.119 PLAN VIEW TYPE PAPALLEL B b •IHOsed 15 fief b SUM 51B B w119n b atBap . *Am �, 510 r+rlairtS a191�e Of the wrap shah lIe asft � 4' - 0' MIN. SEE CONTRACT PLANS GRADE BREAK 8• CeRAnV,l aridlllQ, and Flanss shell remain b/vs1A finish. See 960NIMPd i--1144.. � 1'r 2.0% MAX. - SLOPE µl►X• TOPOF 9• Pedestrian Curb may be OmIMBd if the swiiew at the back of the Curb RMP w ilor La11dM1p wi be at 4wellan as 51e Cu1b .. •.. Ramp or Umx*lp and 5w1s wi be no male" to P iBin. CEMENT CONCRETE PEDESTRIAN LANDINGDEPRESSED CUTE - Off NOTE 9 CURB 3 GUTTER •- SEE STANIIB1ARn PLAN F40.12 SECTION O AND NDTE RI 151-01 MAX. w -b" Mw. SEE NOTE 7 SEE CONTRACT PLANS LEGEND SIDEWALK - - SLOPE IN EITHER DIRECTION 15' - 0" MAX. 4' - 0" MIN. 15'- 0" MAX. GRADE BREAK SEE 407E 7 CONTRACT SEE NOTE 7 ^ GRADE BREAK 8.396 MAX. a SIDEWALK GRADEBREAK GRADE BREAK . 2.0% MAX. _ 8.3% MAX, MAX. 8�_ CURB RAMP LANDINGPEDESTRIAN CURB - _2096 .. .. SEE NOTE 9 3/8" EXPANSION JOINT (TYP.) •- • CUM RAMP CURB RAMP SEE STA 019 RICAN F411.10 LANDING 3Ar EXPANSION JOINT (TYP.) - SECTION 0SEE SSAIIIA� PLM F419.19 SECTION O "CEMENT CONCRETE CUFF RAMP TYPE PARALLEL B' PAY LINT - SEE NOTE 8 'cE1roJIT CONCRETE CURB RAMP TYPE PARALLEL A' PAY LIMIT - SEE NOTE 8 T ISOMETRIC VIEW TYPE PARALLEL A PAY L A T ISOMETRIC VIEW TYPE PAwALLEL E PAY LWT � ftm �� 91OW 1 OF 1044 w.i.�.�.T. WATER MAIN IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90* BEND, SCREWED AT THIS POINT, FIELD LOCATE PLASTIC; METER BOX IN 2" CLOSE NIPPLE PLANTER OR CAST IRON BOX IN PAVED OR CONCRETE AREAS. E ' 2►, CLOSE NIPPLE 2" 90` ELBOW 2" 90' ELBOW -- --2" GALVANIZED PIPE AS REQUIRED CONCRETE BLOCKING FLAN LENGTH TO FIT. 2" RESILIENT SEATED VALVE NUT EXTENSION AS REQUIRED GATE VALVE, SCREWED TWO PIECE CAST IRON VALVE / (SEE DWG BR46 / PAGE B090) PIPE 12" LONG EQUAL. TO OLYMPIC FOUNDRY Co. STANDARD 8" TOP SECTION, __...... GROUND 6" MAX. LINE CONCRETE SIDEWALK WITH REGULAR BASE SECTION AND 2" 90' ELBOW , , LENGTH TO FIT. 2" RESILIENT SEATED pp < rn • GATE VALVE, SCREWED ` o y m 2" GALVANIZED Z = PIPE 12" LONG T 2" CLOSE NIPPLE BETWEEN CAP OR PLUG rn Z AND 2" 90' ELBOW , INSTAL 4 MIL POLYETHYLENE 1$" ItAAX. PLASTIC COVER OVER WASHED "` vrvr, GRAVEL. CUT HOLE FOR PIPE �Q `""''- 10 CU. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION 2 1/2" NST (MUSE) AND 2 1/2" FNST CAP WITH GASKET 2"x2''x2" TEE AND 2" CAP 2" CLOSE NIPPLE BEWTEEN TEE AND 90• ELBOW. 2" 90` ELBOW PUIB1.1C; FORKS 2" BLOW -OFF PI" -X114.1 ` DE.'PARTMEN I' PERMANENT ASSEMBLY MARC14 2010' CALL 48 HOURS BEFORE YOU DIG DIAL__ 811 CD; (2-3�6Hl� m T pp < rn • 2 ` o y m ^ {� Z = T rn Z rr mr i 0 D ( D C) O m C m o> 9Z Z �M 2 :7 T r J m 11 31 l' Z D