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HomeMy WebLinkAboutTED4001791.13R E V I S 1 0 N S L 2"/l�i/z Carron' �,o>�`r C/oss B A�z�/f Cor�cr�t� 4f'7S�' �ibs�ifz/�' for Too C:�xir� � TYPICAL _PAVEMENT SECTION Not To Scale S>vrr� Oar 7 0 lbr-ies �zzxrrr�fiGY7 Gi'z'3'/�/ /1�7L� STORM DRAIN a SAN. SEWER TRENCH DETAIL Not To Scale All Steel Parts Must Be GolvanIzed And Asphalt Coaled (Treatment l Or Better) 4 ea. 0.2511x2"x 511 Strips Weld To 0.7511 Dto. Frame, Space Uniformly 511 Go Iv. Or Non - )rrosive Bolts 8 Nuts 75° Dia. Frame L- „U� To Be We/ de d To Frame TRASH RACK Not To Scolle F>�rr� �Lodc r 6�- S ,os Cif /YOr,4-- 4. E/e v. #� /8. 92 0 C-IX oi� -2: /b. Cock✓ 11-7/� /%cam I /t�ve-rf E�Y= /D. Z7 A - 3�11//'0 AI3 Azi- 57b' O� BLr�f, G C�'f7e/- G�Vrce �Ipr>coc�d f!�/ Eli �4crrr �d -5�1/161' Cover Mar -.ram' O/oI17 " ZZ-11 LOGk%l7qq �/fS, UC7/PSS O�./-LU/S� 10 pOyer/o� E/ev= ss 7 F1 i;+ S N I � �— A /Vo7�--.S Cocr�crfy /Vof 1 7/xirr Ccmbir-,mod //�/ifs A. Carrvvs/or� Fis3�rrf Or C�/!ter-riz�dor- ,q/ZIm- /r7iz�d Tyre? 2 Trrx�frr.�r-rf /. 4.lr� �i' 1r Or S,oS L7Sef .. A. x: ; liis�b/e Ftv�r To/� arf �. C. F-r-orr� /s Cr�or- Off' Cci/-6 C. B. #I FLOW RESTRICTOR / OIL POLLUTION CONTROL DEVICE Not To Scale 59.34_ ---4 f•��o�osed L2r-ade y, 18 - - - I 18 1 2 At r- Ven f l I I 15 0 II 3 I 32L.f /S"m @O.S�o�j�S�p I I Ic II I 12 1 I /8 L.F 12#0, @ 54"0 S.D. © I >ssy, I 9 Connect To &. S.D. M.N., /. E. = /D. 04 Conn -actor 5ho/1 Verify Location O lnvert Pricer To Construction. �I Sa-- rVaZ�-- //, 77iis 5/77" 6 II j a � c k k Q qj\v �tiNm a •�\ � � o •000 �o Ai II 1� I� II 4 II 11 SECTION X - X SCALE' IIII = 30' Horiz. I = 3 Vert. I 6roUt l Typ.) —� So/.d Locking Z-1W U\ . I; e 1�1 Or-rfiCe .S/Ze /' Clean Out Gate, Cascade Cu/Vert C/C/I-L6-08 8119� Stub, 4'l Long, Wela' L To Riser; Match In veils 0 PLAN VIEW C. B . No. 1 Scale I11 = 2 1 GENERAL NOTES 1. All work and materials shall be in accordance with City of Renton Standards and Specifications and 1984 Standard Specifications for Road, Bridge and Municipal Construction (State of Washington). 2. Existing utility locations are approximate only. It shall be the Contractor's responsibility to verify locations and inverts prior to construction. For utility locations in City of Renton call 1-800-424-5555. 3. All dewatering required shall be done in accordance with Section 7-11.3(01) 1984 Standard Specifications for Road, Bridge and Municipal Construction (State of Washington). 4. Unless otherwise noted, storm drain pipe shall be rubber gasketed concrete (ASfM C-14-II or ASUI C-76-II); galvanized steel with aspalt treatment 1 or better, helically corrugted r:,etal pipe with watertight connecting bands, or equal. Aluminum pipe for storm drain is acceptable. 5. Pipe excavation, backfill and bedding shall conform toI Section 7-04 of the 1984 Standard Specifications for Road, Bridge and Municipal Construction (State of Washington). Unless shown otherwise, bedding shall be sand or pea -gravel, in accordance with Section 9-30.7A of the 1984 Standard Specifications for Road, Bridge and Municipal Construction (State of Washington). Remaining backfill and compaction shall be in accordance with Section 7-04.3(3) of the 1984 Standard Specifications. Water settling will not be allowed under roads or walks. Compact trench backfill to 95%. 6. A copy of the approved plans must be on the job site whenever construction is in progress. 7. All disturbed areas not receiving landscaping shall be hydroseeded with rye grass. Seeding shall be done using an approved hydroseeder or as otherwise approved by City of Renton. 8. The storm drainage system shall be constructed according to the approved plans. Any deviation from the approved plans will require written approval from the City of Renton. 9. Soil compaction shall be in accordance with ASTM D-1557 (Modified Proctor). 10. All rock shall conform to Section 9-13 of the 1980 State of Washington Standard Specifications. Unless shown otherwise, rock aggregate for erosion protection shall be placed to a depth of 1 foot and graded as follows: 1/2"-2", 10%-20%; 2"-4", 20%-40%; 4"-8", 4 0%-7 0% . 11. Core drill connections to all existing manholes, catch basins and pipes. 12. The Contractor shall be responsible for cleaning and flushing all storm drains prior to acceptance by the owner. 13. All downspouts and footing drains shall be connected to the storm drainage system. 14. All downspout drains shall have 1 foot of cover minimum. Unless otherwise specified, slope downspout drain at 0.5% minimum. REVISED TO CONFORM TO FIELD RECORDS DATE v_I_-It_•-8T- _— APPROVED_ - — R mbl*7910E V4 d. �-,�e®�URvE�� WAS,y,� f tee"_ C-581 GISTE��� ENGI F JBY Qbf R'en4on 2 C�Y�ificr�s oc 0 Fie/n':Peco�ds 1Z-��-Be O0 LO 0 0 cD 00 rn °° Z 0 (D/.� y � W n U) V) Z co — N _ � N 3 O Z N 3 0 cn I- c Z o un w = v cc a Z O C) Z Z 0 2 0 V � /� •• I � W O �... 0 I.L Z Z O Z a VJ Q W= w _..I m o W Z Z W H O Z M O 239 -06 - 860 DESIGNED JB DRAWN ER/JB CHECKED JWN/JB— DAT E AUG. 1986 DATE OF PRINT C-3 8