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HomeMy WebLinkAboutTED4001761.1i6,30 30 I1o.40 �Ilo. 4p) '� � Iro• O I ra�0) 15• I Oi \ 15• i 4 C1�.2o 1 N. I &.7 5 ( 15-20) r q 8" T IGK GONG, BADS, Tyl? 04" 15 I O �v I Ut I � W TYPE T-G I. i0.8g �o @Io &0 L F 4' � v PvG. 5 D C r �Iro �=2,07o M,If•!, S 1.30 6I 15.1oG's W8 I GB l APWA TYi'E I -G HYPE T-G / Gi.E. ls.00 . E. 50 I. E. 10.03 . = 1 �8 � L F 12" .E = ID•45 ----- �� p Pv/G. �d 9 .5 p, ;.. 4S -O N n _ .• 1r".15 �� 80 170 EL_ F V, O• ,77 \ (14- ( 14-60) \-i&. _ao K 18" THICK I GD NG, PAD l 14.70 GENERAL NOTES ,Q I N 15•Z0) 1.) All work and materials shall be in aMrd&nce with City of Renton Standards and Specifications. 2.') Existing utility locations are approximate only. It shall be the Contractor's responsibility to verify locations and inverts prior to construction. 3.) All dewatering required shall be done in accordance with Section 61-3.02 of the A.P.W.A. Specifications. 4.) Unless otherwise noted, storm drain pipe shall be rubber gasketed concrete (ASTM C 14-II for 120 diameter or less, and z ASTM C-76-II for greater than 12" diameter); galvanized I O steel with asphalt coating, aluminum, (16 gauge - for 12" diameter and less, and 12 gauge for greater than 12" diameter) helically corrugated metal pipe with watertight connecting bands; or PVC (ASTM D 3034, SDR 35). (15 00) 5.) Where new paving matches existing paving, apply tack coat for W proper sealing and meet City of Renton requirements. 6.) Pipe excavation, backfill and bedding shall conform to Section 61 of the A.P.W.A. Specifications. Unless shown otherwise, beddin shall be sand or pea -gravel, in accordance with Section 61-5 ?Type iF) of the A.P.W.A. Specifications. Remaining backfill and compaction shall be in accordance with Section 61-6 of the A.P.W.A. Specifications. Water settling will not be allowed. Compact trench backfill to 95%. 0 7.) A copy of the City of Renton approved plans must be on the job site whenever construction is in progress. 8.) All disturbed areas not receiving landscaping shall be hydroseeded with rye grass. Seeding shall be done using an (1.4.70) approved hydroseeder or as otherwise approved by City of Renton - Dept, of Public Works. Seeding can be used only between April and October. INLET '*3 9.) All storm drainage and detention facilities not located on public right-of-way are to be privately maintained. Al" WA TYPE 10.) If the Contractor elects to use dissimilar metals within the E. = 10. �v0 detention system, it shall be his responsibility to provide I _ 1�,00 adequate electrolitic insulation. 11.) The storm drainage system shall be constructed according to the _ _ _ approved plans. Any deviation from the approved plans will Q 12.) require written approval from the Dept. of Public Works. All downspout drains shall be connected to the storm drainage system, and shall have 1 foot of cover minimum. Unless ((4 20) 13.) otherwise specified, slope downspout drains at 1.0% minimum. Soil compaction shall be in accordance with ASTM D-1557 (Modified Proctor) (14 80) 14.) The contractor shall be responsible for cleaning and flushing r (I 4'80) r G 2 all storm drains not in public right-of-way prior to acceptance Ilo. J A�'WA TYPE I-G by the owner. i�-SOl �'� G•E. = ��• 70 15.) All required storm water retention/detention facilities must be I. E. = 10. 38 constructed and in operation prier to paving and building Ilo• _ �`;�� construction unless otherwise approved by the Dept. of Public t / �,• �Works. 1 1. / - 16.) All R/D facilities will be installed and in operation prior to 1 1%.35 1°5.�5 �rN. 15.E (Iq'84) I/o• Sm I�•;�) O Q or in conjunction with all construction activity unless that �r� activity exceeds the capacity and intent of the ' 1�.40 _I - ' G E � erosion/sedimentation control facilities or unless otherwise R T/PE LL 4g © f� approved. �.�. 6-E. - 15,00 17.) All cleanouts in paved areas and as otherwise shown, shall be I l0•75 110.7 - 5, Apr 15� 1• E. = 600 extended to finish grade and fitted with traffic bearing covers. a.10 1 Cleanouts not in paved areas shall be extended to within 12" of G.O AFIWA TYPE I-G 1 �LOw GoNT�� S�T ieu-/-TuRE finished grade. 14.50 TypE �- G �. 18.) Asphalt concrete pavement shall be placed in accordance with ' -a i Section 34-3 of the A.P.W.A. Specifications. /.E, =-_1 2, 17' Ile I.E. = IO. 55 80-0 5i� O'� IREFEiZ AEG;. 19.) Existing boundary and topographic infonnation based on survey by CIO 55 Hebrank and Associates dated August 1985. 7-� L_ IF OF 12 PVr�-,. 5 , • LIM ! N 14"i 14.20 � 5 = 1. 2 0 O" o ( ) u 3 L F OF 1 �-• lvo (1 + 70 � • � G•M�' L (► �• 50) 12 PRIG 15.E ♦ PIPE PETENTION a i . O 07.0 ♦ _ - - - -- -- - - - - •. - - - - - - - - - - - --- -- -- --- - 5 i 1 --- �9 cv S.D ►•Ey 98 1 1 � CJ � % 1\ 15 SO O CI •50) C15,50) _ G. �. }O m 5 =1 .g4 •5 tJ�W 4" TN1GI� GDNG. �aIDEwAI.- x 1�.05 (1SOO _ TyI"E II - 54 N 1 ¢. p W/ L0W?10L JQINT�C &1424-. o cv i L� KE-FER AEG T ` (4 O (i Z } �XpAN510N JOI Wr`a �.' 24' O.G. 15. 55 1 "� ) c� (1 q • 4 0 ­000.0. . • 3 4--------U r- GX15T, STi�i MA'�NU ",-- ,•.• j(o.45 '\ Xc�t 51ozM MANNo.� _) �XI6T. yToKM MANo GORE peelL_L EXIS"f" quo 30 5 - APPROVAL g" 7H IG K GONG. PR IVr5WAY C R p F"PO ECD I_1AL gy _ ') /�, IZ't i'"P� 04 (14.�0) MA7Gr•t GENTEftL_Ir` E5 s (1 4•&0 X'�~•����,E ul�� vArliH ���fN 5= ryP -( /� /'� t� I.E,=9.77 ✓, .�. '�v�{ , t� - I I • lA1�ClTl 6i� lJ ti�C I �1 WAT E F, ,� fiJ� I J 1. + ICiI"t V�`Jl �i 1 r ► �,� i �t� ,I•a.�(% _ K 1 5L-F 4"0 P�/,G, s.s @ MAN HOI.� �,E.- Ih•7® v, 5XIST, S� -:K MANHOLE -00 I.E. • ,J# 5 ►2 M �1� !2 -4 (15.70) '� ��15.70) (15.30) ----- -- ILOGp.T� ({5•ZO) 15 Gam) 15 0� ti ��CZVIGt; ,1 - i LOFJNEGT Wf I `-ix►�11" GONG, „��=---�-- MA'TG H 4, V r,R I r-Y r.X IhT i• E, 4 �{ 1�; ,1, ►'A D STie� L I� H7 ►� �W G U III 'TYPE C2 DWG U T 1 OM 1 '' N . FROM E r, i 1= New 1.5• = 4. 32 I OF 61 UT7ER, RE• P^Va TO M^T,- t F_(IST, �aEGTID�t,1yia wA K 1,TA71ON �RIIE✓�/hY pEf� G�"fi O� I NTON GOMMEi2Gli�t, �IVEWP�?�('IYP) NOT�� METEIes, T?.p� SERUIGE 'SINE iwSTi�,LLED �y GITy AT OWNEIZ'� Ex�'ENSE NO. REVISION DATE DESIGNED A, LOKViGK rU I i_plNl� DRAWN M. 6,-i"AIjN)/ - - CIiECKED H. • D0pp %F�i• �v�%�� DATE llr-,187 feE •15.G,� °�5, 90 '�TNIGKGD!JG. E.= I<o.4li I 4 F. � GONG. �• p � RECOMMENDED I . = ry GO DiZ I V�'�IAy gyp, I L • 5, 'LQ M n 1 . = 1 t7 30" `JD 5 K01:2 - N . `DES^ L. /10 FOR - -� (Is.zo Ls SI i E 6��ADiNG, DRAINAGiE 4 U71L_IT SCALE • 1 `I a 20�-D" - - - HARVEY R. DODD & ASSOCIATES, INC. CONSULTING ENGINEERS 2000 FAIRVIEW AVENUE EAST SEATTLE, WASHINGTON 98102 P.O. BOX 20038 (206) 328-1500 Y ?BAN _ Z CONTENTS NOTE KEFEe TO A-1 FOiZ FENCE, GL R?;I �TRIPING�, A/G PAVINI� , DIMEN510N5 OF BW LDI NGi`a AN�� GONGIZETE OATF• DA7•f DATE S-171 air= ,QED T-E - !�7 ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF HARVEY R. DODD & ASSOCIATES, INC. © COPYRIGHT 1987 SHEE-T lOISOL/�RTF,D a �F FREIGHT TERMINAL FACILITIES JOB NO, ,35 -107 � -ANNEO OR