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Home My WebLink AboutR-373223R W 0 O 0 W J LL w � a (n z Q w W o Y CL d- 0 O W J 0_ CQ G TOP OF I SIDEWALK ■ 0 I'l SIGN AND NUMBER OF 0l IN °,t SIGNS ON POST (TYP.) POST BEHIND SIDEWALK POST WITHIN SIDEWALK NOTE: LEGIBILITY DISTANCE SHOULD BE AT LEAST 40 FEET PER INCH OF LETTER HEIGHT. TYPICAL SIGN INSTALLATION DETAIL 'd ® STAN ED CITY OF RENTON _® STANOARDPWNS +�C LAST DATE: OWOG1002 BP PAbH`(�IZ z aaaa MIN. N 5 w°J ai14 N/A NOTES BENZ . m = z o I �\ II "SO= CIP CSC. 1VMAx. fTYP.1 - -_ - G UCKLED '\'I / TENSION WIRE ' TENSION WIRE PULL POST 7 U Q _ @r t000' MAc - SPACED 1924• MN(. 1. All Concrete post bases Shall be TO- tlL: o w O 4"x4" � ow�PYZX. Cog. D minimum diameter. ,i _LINE oto MAx •*�LY� s Hcr arc EAlI SIDEMCOw y f° 4 w 48^ TOP OF GROUND / II OR TOP OF CONC. Ise;', :;.., MONU,LIEM- GL�TiI /L o Rings, fasten the Chain Link Fence ;2n SIDEWALK ! .5ECTICKI c f NOTE: Monument Case & Cover 1. STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS 1976. - 2. THE CASTINGS SHALL BE GRAY -IRON CASTINGS, ASTN DESIGNATION A -48, CLASS 40. bs THE COVER AND SEAT SMALL BE MACHINED SO AS TO HAVE PERFECT CONTACT TIE WEE AROUND THE ENTIRE CIRCUMFERENCE AND FULL WIDTH OF BEARING SURFACE. FPFNDING ON SI7F OF J. WHEN THE MONUMENT CASE AND COVER ARE PLACED IN CONCRETE PAVEMENT, A CEMENT 9TRETCHER CONCRETE BASE WILL NOT BE NECESSARY. 4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7. 05.3(1) FOR ADOPTED CITY OF RENTON ■ 0 I'l SIGN AND NUMBER OF 0l IN °,t SIGNS ON POST (TYP.) POST BEHIND SIDEWALK POST WITHIN SIDEWALK NOTE: LEGIBILITY DISTANCE SHOULD BE AT LEAST 40 FEET PER INCH OF LETTER HEIGHT. TYPICAL SIGN INSTALLATION DETAIL 'd ® STAN ED CITY OF RENTON _® STANOARDPWNS +�C LAST DATE: OWOG1002 BP PAbH`(�IZ z aaaa '� 4P�7F.SC w°J ai14 N/A NOTES BENZ . . ,• ._.___ Nana SPACED I �\ II "SO= CIP CSC. 1VMAx. fTYP.1 - -_ - G UCKLED Mar X FULL DEP I-I - EXPAN510N JOINT IT, )LI AKC 402 BOLT HATTERII PER ND. C.B.U. PEDESr4L TEMPLATE. I•4' 07 "MAX. MIN. 5:0'CLEAR WIDTH! . I — I - MOUNT ON PEDESTAL r I PROVIDED Wn N.D.C. B.U. UNIT. — �LANTIAIG STRING WIDTLI 0TO VARIABLE fie" x FULL. DEFTLJ EXPAN910A1 JOINT III SIDE VIEW KM5 I. INSTALLATION OF N.D.C.'D.U. INCLUDING COHSTRUTION OF eII WILL DE POH5 EM U.5. POSTAL SERVICE, WEIrL;IORWOOD DELIVERY AIJO C0LLEC1 -IW BOX UNIT U.S.P.O. Neighborhood Delivery and Collection Box Unit GA&Ubox) installation ADOPTED CITY OF RENTON ♦ � ♦ STANDARD PLAINS EST DATE:1 -Aui Di NAME: HR -06 SP PAGE: H026 CITY OF RENTON Approved by: Date: UTILITY PERMIT Approved by: Date: NO. U13002729 Approved by: Date: cPR,IDrzo2o1G CPK conel,rcaRts. uc. NH R1®16 nasr,.wa. Approved by: Date: NE 114, NW 114, SEC.14, TWP.23N., RGE. 5E., W.M. �.,«#JCGPV.54AI7 '� 4P�7F.SC w°J ai14 N/A NOTES PULL POST . . ,• ._.___ _ SPACED I �\ II "SO= CIP CSC. 1VMAx. fTYP.1 - -_ - G UCKLED '\'I / TENSION WIRE ' TENSION WIRE PULL POST 21IY DIAM. - _ @r t000' MAc - SPACED 1924• MN(. 1. All Concrete post bases Shall be TO- tlL: POST SPACED _ Ip x (n.P I BRACE TENSION KNUCKLED SELVAGE ow�PYZX. Cog. D minimum diameter. ,i _LINE oto MAx •*�LY� s Hcr arc EAlI SIDEMCOw y f° REVISION BY TENSION WIRE '. TE �` CE POST 2. Along the top and bottom, using Hog / II `;i•i�COA1PAC eo ELEVAT /ON Ise;', :;.., MONU,LIEM- GL�TiI /L Rings, fasten the Chain Link Fence TENSION WIRE N c ! .5ECTICKI c f NOTE: Monument Case & Cover 1. STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS 1976. - 2. THE CASTINGS SHALL BE GRAY -IRON CASTINGS, ASTN DESIGNATION A -48, CLASS 40. bs THE COVER AND SEAT SMALL BE MACHINED SO AS TO HAVE PERFECT CONTACT TIE WEE AROUND THE ENTIRE CIRCUMFERENCE AND FULL WIDTH OF BEARING SURFACE. J. WHEN THE MONUMENT CASE AND COVER ARE PLACED IN CONCRETE PAVEMENT, A CEMENT 9TRETCHER CONCRETE BASE WILL NOT BE NECESSARY. 4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7. 05.3(1) FOR ADOPTED CITY OF RENTON ADJUSTMENTS TO GRADE. \ iF xrANDARD PLWS ' IS'r DATE:1 -Peb86 DWG NAME: BR-04 SP PAGE: H031 END OR CORNER ERACEH POST TENSION WIRE PULL POST p ,V O TENSION WIRE J' FASRICBAND(TYPL STRETCHER BAR (TYP.) TENSION WIRE HOG RINGS RYP ) SPACED 11124- NUUI, SPACED NOGRINGSHI SPACED4924-NAX. TENSION W RE ,. BRACE POST S ILLONM�t{�'. CHNN LINK FENCE FABRIC METHOD OF FASTENING STRETCHER BAR TO POST CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L- 20.70.02 SHEET OF 2$NEU$ APPROVED FOR PDeuuTION Pasco Bakotich 111 06121112 IN TYPE 'A' TYPE 'B' 1" 0 45' CHAMFER ALL AROUND TOP PAINT TOP 5" MITE ALL AROUND PRESSURE TREATED REFLECTIVE MARKER (TYPICAL BOTH SIDES) 7 -1 /2° X ] -1 /2' CEDAR POST 1/2" 1" DEEP NOTCH ALL AROUND POST AND RAIL SPECIFICATIONS w°J f N/A NOTES PULL POST . ENDORCORNERIBRACEIPoST ,• ._.___ _ SPACED PULL POST - SPACED ROG RWG.S (ttP.) 1VMAx. fTYP.1 - -_ - G UCKLED - TENSION WIRE ' TENSION WIRE PULL POST 21IY DIAM. - _ @r t000' MAc - SPACED 1924• MN(. 1. All Concrete post bases Shall be TO- tlL: POST SPACED _ Ip x (n.P I BRACE TENSION KNUCKLED SELVAGE D minimum diameter. ,i _LINE oto MAx •*�LY� s Hcr arc EAlI SIDEMCOw y - PoST WIRE (TYP) REVISION BY TENSION WIRE '. TE �` CE POST 2. Along the top and bottom, using Hog / Rings, fasten the Chain Link Fence TENSION WIRE N THE WIRE ! sy. f �'2.. ` '. >� q, Fabric to the Tension Wire within the - bs TIE WEE 9TRETCHER Ilmily of the first full fabric weave. TEWIRE_ \ iF <��.� ( TEN810N YARE� BAR (NP) yy((,��l y� 3. Details are lllustYdllve and shall not FIVE.) ('P) U. .; C- STRETCHER FABRIC a4JO11YP)� �. �TE xsxwi unroll �} IlmithandidesignorPostselec- FABRIC SAM) ITYP) bh y. N TIE WIRE p �t p ?,', NOD Of aDY PaItiCU d(fenCe type. niE N_ {� FABRIC BAND ITYPt -' >TIEWIRE9ITYP_)- Z STRETCRER&W Ti (I 6PAC,Eu&IP MAX. /,,{` < CONCRETE POST BASE FT P.) STRETCHER TYPE ,, ,, or. u,.a _nti. �ewo ii., ,...iii ELM. .,✓ nn ..n renR SELVAGE �jTYPI �CHANLIN TEKNUCMLED FENCE FABRIC RIC } N'T C POST C OSr BASE (T R) FABRICBAND - SPACED 1a'MA%.� TYPE SPACED NOGRINGSHI SPACED4924-NAX. TENSION W RE ,. BRACE POST S ILLONM�t{�'. CHNN LINK FENCE FABRIC METHOD OF FASTENING STRETCHER BAR TO POST CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L- 20.70.02 SHEET OF 2$NEU$ APPROVED FOR PDeuuTION Pasco Bakotich 111 06121112 IN TYPE 'A' TYPE 'B' 1" 0 45' CHAMFER ALL AROUND TOP PAINT TOP 5" MITE ALL AROUND PRESSURE TREATED REFLECTIVE MARKER (TYPICAL BOTH SIDES) 7 -1 /2° X ] -1 /2' CEDAR POST 1/2" 1" DEEP NOTCH ALL AROUND POST AND RAIL SPECIFICATIONS w°J f N/A SFRRD•. Men)I0pp NxII011ML: HAD IP4a/100t DATUM PULL POST . ENDORCORNERIBRACEIPoST �� - LYtl�f TENSION ME LINE MST- SPACED SPACE 1VMAx. fTYP.1 - -_ - G UCKLED - ® ' TENSION WIRE PULL POST 21IY DIAM. _ IN toWx. YDIAM. _ , 'I/ PoST i TENSION WIRE - SELVAGE (7) a1c 4wssHDt ' °MC1C °� AMIE B. SCHROEDER, PE •*�LY� s Hcr arc EAlI SIDEMCOw y NO. REVISION BY DATE APPR APPM'FTn APPROVED TENSION WIRE N THE WIRE sy. f >` TENSION WIRE, : f7TP) bs TIE WEE 9TRETCHER $ ?: \ BAR (NP) _ ('P) ?:� .; C- STRETCHER FABRIC a4JO11YP)� FABRIC SAM) ITYP) p �t p N_ {� y `KNp I(LED SELVAGE Z f,Y 1 CONCRETE POST BASE FT P.) TYPE SPACED NOGRINGSHI SPACED4924-NAX. TENSION W RE ,. BRACE POST S ILLONM�t{�'. CHNN LINK FENCE FABRIC METHOD OF FASTENING STRETCHER BAR TO POST CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L- 20.70.02 SHEET OF 2$NEU$ APPROVED FOR PDeuuTION Pasco Bakotich 111 06121112 IN TYPE 'A' TYPE 'B' 1" 0 45' CHAMFER ALL AROUND TOP PAINT TOP 5" MITE ALL AROUND PRESSURE TREATED REFLECTIVE MARKER (TYPICAL BOTH SIDES) 7 -1 /2° X ] -1 /2' CEDAR POST 1/2" 1" DEEP NOTCH ALL AROUND POST AND RAIL SPECIFICATIONS w°J f N/A SFRRD•. Men)I0pp NxII011ML: HAD IP4a/100t DATUM CITY OF RENTON Planning /Building /Public Works Dept. PIPE ROU. FORMED T POST PFSYYED: RYAN SCHAUBLE J— _E 1 _ FENCE LINE_ FABRICLOCP / '2 SIDES O O NOM. SIZE IS 1040) WEIGHT SECTION Buel ENO, CORNER. OR PULL POST 21IY DIAM. OY 5.10 LINE OR SPACE POST YDIAM. 2O fse SPACED NOGRINGSHI SPACED4924-NAX. TENSION W RE ,. BRACE POST S ILLONM�t{�'. CHNN LINK FENCE FABRIC METHOD OF FASTENING STRETCHER BAR TO POST CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L- 20.70.02 SHEET OF 2$NEU$ APPROVED FOR PDeuuTION Pasco Bakotich 111 06121112 IN TYPE 'A' TYPE 'B' 1" 0 45' CHAMFER ALL AROUND TOP PAINT TOP 5" MITE ALL AROUND PRESSURE TREATED REFLECTIVE MARKER (TYPICAL BOTH SIDES) 7 -1 /2° X ] -1 /2' CEDAR POST 1/2" 1" DEEP NOTCH ALL AROUND (2)$4 HORIZ. TOP & BOTTOM & (2)b4 VERTICAL (PER SIDE) —1/2" 0 45' CHAMFER ALL EDGES ;CRUSHED 4" CHAMFER —SLOPE CONCRETE FOR DRAINAGE — 2"x3/8" JOINT MATERIAL ASPHALT;CONCRETE SIDEWALK SURFACING 16" CRUSHED SURFACING NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. FIXED WOODEN HOWARD ir.. ADOPTED cTrc oP RelrroN 1 1Rn PVNa LEG x � o Isr ogre: a /o4 OWG. NAME: H022 SP PAGE: R- 313223 CONSULTANTS ® CALL BEFORE Use Planning•CiviljectMnag YOU DIG Ia1M Use ConsuPong •Project Management 1. 500.424.5555 733 7NAvME5ufte10011UUYJan1,WAg8O33 Rune:(425)2 23901FAC1425)285,2389 www.cphconsultants.com DAR, MAPLEWOOD PARK EAST 5/30/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS C3.104 23 on. A-NNNNAT D r` r a. g r D°0 + 'ZOO O NJ w cY �Piz 1 a y \ II\ V °' w°J I MRCH EVANS, PLS N/A SFRRD•. Men)I0pp NxII011ML: HAD IP4a/100t DATUM CITY OF RENTON Planning /Building /Public Works Dept. PFSYYED: RYAN SCHAUBLE PR wM PETER EVANS a1c 4wssHDt ' °MC1C °� AMIE B. SCHROEDER, PE •*�LY� s Hcr arc EAlI SIDEMCOw y NO. REVISION BY DATE APPR APPM'FTn APPROVED (2)$4 HORIZ. TOP & BOTTOM & (2)b4 VERTICAL (PER SIDE) —1/2" 0 45' CHAMFER ALL EDGES ;CRUSHED 4" CHAMFER —SLOPE CONCRETE FOR DRAINAGE — 2"x3/8" JOINT MATERIAL ASPHALT;CONCRETE SIDEWALK SURFACING 16" CRUSHED SURFACING NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. FIXED WOODEN HOWARD ir.. ADOPTED cTrc oP RelrroN 1 1Rn PVNa LEG x � o Isr ogre: a /o4 OWG. NAME: H022 SP PAGE: R- 313223 CONSULTANTS ® CALL BEFORE Use Planning•CiviljectMnag YOU DIG Ia1M Use ConsuPong •Project Management 1. 500.424.5555 733 7NAvME5ufte10011UUYJan1,WAg8O33 Rune:(425)2 23901FAC1425)285,2389 www.cphconsultants.com DAR, MAPLEWOOD PARK EAST 5/30/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS C3.104 23 on. A-NNNNAT D r` r a. g r D°0 + 'ZOO O NJ w cY �Piz 1 a y \ II\