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HomeMy WebLinkAboutR-408911w J w ❑ Z U g v N.E. 1 /4, SEC. 32 TWP. 24N ., RGE. 5E., W.M. FACE OF GUARDRAIL - FACE OF GUARDRAIL 1 FACE OF GUARDRAIL NOTES IN 1. When required by the Contract a Snow Load Post Washer SCALE: 1 "=20' shall be used on the backside of the post (in lieu of the 1 3(4" _ w Post Bolt Washer) and a Snow Load Rail Washer shall be T R placed on the face side of Beam Guardrail Types 1 and 2. > N Snow Load Rail Washers shall not be Installed on terminals. N N PRE -DRILLED HOLES 20 10 0 20 40 FOR FUTURE GUARD- 2. Rail Washers, also called "Snow Load Rail Washers" are not / L L U/\ ( L _ � . RAIL RAISING required sa new installation except as called for in Note 1. I Unnecessary Rail washers need not be removed from exist- SEE SHEET G&5 FOR C B TYPE 1 _LU iIng nstallation shall be except moved. on posts 2 through 8 of a BCT CULVERT CB TYPE I RIM=138.81 SDOT BEAM HOUSE — \ UPDATED ALIGNMENT I E E— 1 J�4. 8 Q t DRAIL TYPE 1 I L HMA OVERLAY ( ) RIM — 1 6. U O d �� 3. Beam Guardrail post spacing for Types 1 through 4 shall be I E= 135,5 TIM POST / 6'- 3" on centers. 1 E (W) =132.2 I E=135.0 / - - -- J 4. Timber blocks shall be toe -nailed to the post with a16d gal- i / Qe TYPE 1 INITIAL INSTALLATION RAIL ELEMENT RAISED vanized nail to prevent block rotation. ? /�/ 9 STEEL TYPE 1 ALTERNATIVE 5. For post and block details, see Standard Plan C-1 b. j // % / /� / j / — \ / �� _ate 7 — G�" ;;////// 8TF T V 6. When "Beam Guardrail Type - _ Ft. Long Post" is specified 1 1 1 1 r /j / / FACE OF FACE OF g P 9 P 1 1 1 /i m the Contract, the post length shall be stamped with numbers, FACE OF GUARDRAIL 1 1/2' min. high and 3/4" wide at the location where the letter — — _ GUARDRAIL GUARDRAIL FACE OF FACE OF / GUARDRAIL GUARDRAIL "H' is shown in the ASSEMBLY DETAIL. For wood post app- l J 1 1 \ _ LN lications, the letter shall be stamped to a minimum depth of / I \ — 1 4' T 1/4". For steel post applications, the letter shall be legible / / / / l \ �/ O _ _ 0 0 5/8" CARRIAGE BOLT T after the post is galvanized. After post installation, it shall be Wl HEX NUT & POST i the Contractor's responsibility to ensure that the stamped / / -� \ o Q Q _ ,Q Q / i>� CS TYPE I BOLT WASHER m n numbers remain visible. IN 3/4"HOLE _ L �. RIM=154, 99 IN 7. Existing posts shall not be raised. Replace posts as / / O `/ / ��� _ _ _ — c necessary to achieve required guardrail height. \ \ �\ — — _ _ / \ \ _ — � B I E (J) = 151.6 J JJJJJ JJJ J / 06 >'8.2x12'-53/4" ! ! CB•82 .12'-53/4" I 5/8"CARRIAGE BOLT ! - \� / B— J JJJJ--IJJJ.J �I J '12" CPEP I —151.4 , G E (N) N914'HOHER //// // — J JJJJJJ I SSMH MIN. LENGTH r1 MIN. LENGTH 1� W/ HE NUT 8 POST � /\ / / // % / T� / J JJ - J TYPES rYPEs TYPEa L �� �� / // //// / / / _ — �$ '✓ RIM=160. 36 FACE OF GUARDRAIL N iV N RAISED GUARDRAIL BLOCK FIELD DRILL NEW 3/4" HOLE FOR 60 BUTTON HEAD BOLT 'I a EXISTING GUARD- RAIL POST '- HMA OVERLAY \ BEAM GUARDRAIL RAISING FOR HMA OVERLAYS og �- OER4,a Q / // /� /i f8"W E ROLLE� N / � II E & N =148.11 SEE NOTE 6 1 3l4' POST BOLT WASHER TIMBER BLOCK �� � N ° / / / / / — � � F ASPHALT // // /��Q �� / I (�h NEW IE (SW)=148.8 SEE NOTE 4 - FOR TYPES, 3 2 ONLY FOR STEEL POST / / / //� y // _ _ l / l �� UNDER CONSTRUCTIC o0 TYPES 1 3 2 ,' - I .. .. . 5B" • 18" BUTTON HEAD SEE NOTE B O 32350 O 4 / / / / // / / / i / \ 2�39. 1 / �/ 7/32" OVAL �6ssB�ISTER�G1} ; 4� � � � // //� / / / / // �` / / y S� TIME OF SURVEY � o a WBs9OR �DNALE / // // / // / �� ` _ -: — ;./ i 12 CPE� O TYPES 3&4 0 0 WB'15 3 / / / / / / \ _ :_�.. >\ \ o 5B" • 25" BUTTON HEAD BOLT W/ 7/32" OVAL GRIP a 7 ' /'Ln TYPES 1 S 2 OR 5/8" • 1U' BUTTON HEAD I C B TYPE I 8 RECESSED HEX NUT BEAM GUARDRAIL I �' _.' RIM = 1 6 1. 1 2 0 / \ • -` _ 5/8" ROD THREADED BOTH BOLT W/ 7/32" OVAL GRIP & TYPES 1 — 4 i /¢J" / \ % ,/ ENDS WI HEX NUTS HEX NUT W/ CUT WASHER (W-BEAM // ��/�i'� / / / \ l� O�/Q / / / ' - — I E= 15 7 0 STANDARD PLAN C-1777��� 5/B" = 1 114" BUTTON HEAD — d SPLICE BOLT W! 7/32" OVAL SHEET 1 OF 2 SHEETS /� GRIP & RECESSED HEX NUT / / / / . / / (j� / / I - . l� B TYPE 1 (EIGHT REQUIRED PER SPLICE) APPROVED FOR PUBLICATION / POST / / / / TIMBER STEEL POST -r — ALL MOUNTING AND SPLICE Pasco Bakodch 111 06-16-11 n/ / I _ HARDWARE SAME AS FOR TIMBER snie ocsioe exo¢ern oaTe / �� ' / / I / — i / / �� I WIS 0 L I D LID RIM=166, 77 0 POST EXCEPT AS NOTED wmhlnpten State ooponmom M inn.ymmxm I / / / I / 1 / / -- — / / - • ❑ P ° 13 ASSEMBLY DETAIL �/' 1E (S)=162.5 a� e / ... ' IE N —162.2 / p: -:... QT U I SSMH S 0'F I I� ) '/Ii // / / --� — — — — I W �� _ �:. ��� _ RIM 162.31 / I MMLJrPAI TYP / — — / :r. / / / W Qe / '� // bMgER �STI/ / (S & NE)-154.23 �s /i /— // / / / 1 / / 00 / / - /z— - — TBM=60D SPIKE IN PC 0 oo B 0 BLOC/ / / // �.' �.'.•: / /'� / / ILJLI 00 i / I CB TYPE I L T 2 / — / /OT / / / W SOLID LID RIM=183.91 I / I / / / / /e / _ I E S 1 79, 4 7`�/ / / / / / / I / / // / `a I E (N) =179, 2 /0 L9T W {—-- /00 N88°34' 1 "IN \ / - / a / •- _ _ , P ° I_ — ---- 1 I I _ 410.190 I I ?— 0_00 GARAGE — / // // �� I / 1 I � ❑ I I l � fEL° - -- / ------ / W W—/ W/ W /f W WV PD / MB FD. REBAR / ` VIH X/3 0 _-- I / X 3 W P.L.S. 94 70---------------- / w 0, 4' SOUTH OF LINE 0 / — IN COMPLIANCE WITH CITY OF RENTON STANDARDS O TING1 DEVELOPMENT ENGINEERING �f jchavez 07/20/2020 a WASH/ O of �j n 4 35 w his ONAL 0� pG3C CC G�3G3C D EmaflNEER0ma9 �Lc ' EC �E 1 "=20' VER7IGL: NAVD 1 HOtiQ01RAL NO „ 371091 DATUM ELEV-185.20 • CITY OF RENTON U Planning/Building/Public Works De t D D p D 4 �p DC MC �Oo p i]C �1� �G��G�� p�Q� 1625 25 N F= 33 0 h �� a�����9 �Q D o o D D D ���� r�i �3 WATER r�i p r�i ��0��� 387H ST o UNC OLN AMC l %V- 6 �oAo / 2 LJ � 0 a D FIaDeDDu BOOK PAGE CIVIL ENGINEERING - PROJECTMGT- ADV.HYDRAULICS 11627 SE 58TH STREET PH (206) 501-5708 BELLEVUE, WA 98006 EMAIL: PELLCENGR®GMAIL.COM DRAWN: JJK o INS, AT FULL SWE F ONE IM YP D oNIPAGM C -11 CHMKM. STL NO. REVISION BY DATE APPR APP � �'�' 11 °�" 99