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HomeMy WebLinkAboutTED4001312.2MARK \ 18"def'IFE C FRO M B -2 SOLID <OVeR t �'OFFII C.Ie_IWC- Llt� .ToP = 23:-1 T LOVER So THAT 11?_E5V2M►R ISVISI QLB AT ED61E OF o"APIPE F20M OPENI"Gq AND DIRECTLY OVE2 L ADt�kR C N AI N : 200 Lb, GAP? SLACI-_ WtIEN CaAME IS DOWN1. WELD CHAIN TO C_e, FPAME . WATE.1Zne.JI-iT cLEAN- OUT yATE (u`SG,QUE CUI-VE V-T LIFT GATE op- Eq,UAL-) ION PIPE FP-OrA -� C80 SSTD, C=IALVANiZET- C. e> LlaDU�EK tTFJ=!�> (70-) IZ'tt C.Mf s � �idT�. ALL STEEL PARTS AN P SUK.FN_ES MUST ME. CnAL-VANIZ_Er_> ANC <OATECQ W / A'5PHA�-T . (7kEATMF_N-r I O2 beT-TC-E ) FLi&A c P ` <7 , 6�1REE,J ®WM 2� x t i 76 O TYPE I- IL T5, TtPE Z K _ C15 EX15T, OPEN (_-XNTE 5 UTILITY 70P Zi.O SOLID COVER EASEMENT INV 20.0�> TOP= ZI.S± TOP = ZZ,5± -7 LF OF G N P1PE 15 % + iz--T Af A � O 50 LF of lz" aP PIPE 0. 5 070 / AB41DOW tX15T o n (oil a? PIPE. ' 3.ZI r exr�jTIII(n .% I J 12' �/ PIPE To Ex►5T. SiOfC I"t f W. M 5r TYP -T--- 2.0 DRA1tlA�a E a / 10sEM E TN . F }f 0IRJEr_7n0N f v � 3 / G , iw, INL6-[ � FICE 2r M 1IJ . TOP = Z � ' I I I 4_, A o M� Q d ' / / PIuN AKGt LoT POQ NK E_�C T ! 1070 K � `�/�� i' 40IX 200' x O.S' MAX DEPTH ) � � F. F MIN, El_, W I / 23.0 L-oov_ c., � J ICoCoo C.F. MIN. V17L_, y �- (S E EUl t�E.Ta I Ls 0 0 r1 Ex1I_AMt Tre. i IL ire �c, f i i j �� i� i I1 IL U A �-Q A w J " EX1 :>T I F t G l n{-- \' 12c�c�F OVE[z PUMN 0° ; i 7�,5 L F of 18�'iQPIPE @ C7.Ca % , TIC I 20 0 C 2 i7YPE I- K G 3 PE I K v -p I I oP rJ C,,��er i a artZA�E � ; TO`�I•� I , ToP= 21.5 I f rNV�(Ia")= 18,55 � �' INY= 9.0 �0 '`Aywiot N% �2Q P�� / m �?� 2� ® i 101 MIN, y T 7 CG N x'O EKKY F, 2� 0 \ „ i \� / CONST2UC.T FILT 2 FA�CICm EtJC,E Qt NEW & Orj' p tP_OUNQ, ATC.N G,,DD��SI1J5 A �TYR SPA 4O TYPE I-K p -Y I6T f V X 35 LF F coN6T �TIOt�1 P2p ls"V scts4r� P44. o v� O ! 6112E E5 I 50LIC) GoVEt2 tlZ�l! ky/ ®u�#OCT �� INTEtzGEPT41: DITCH TNV.=Za.51,; y. *�`I INLET' -F2 T ,� C 1 it lr� (�" _. 48" a c WJtz>;5��1c,To TOF' 22.1 � \ ! a 70? IL23oY 2 - L c.k1NUl LID 1NV. 2.0 `� t * �({ 1' �' {� tNV-0z" I$ )= t%$ jr.R[10N aVEPFt-dnl= 2Z.0 I�lI T-1,Xt T �ti CSEE DETAILS) 10LF of IZ"� Toff 2SD Cow GIT~( �,Tt. LT�fa• i 1NV, z0. i �I.IG __. __ _ _ - AL BM INV. Ig.p1 DQ� - - - - - - - - - - - - 22! ram+ �T - FLtTc .l E S SEE t OrE $ _ __ E- • IN�TaI _.__. .STD Fl1~ i Y xL-^ *�t1 Iz, I 21' ExtSi _ p� t oRM r1H -- ... _ ... .. A Z extx. L TOP 22. Q-', GMI' EXttijV { tb`.i�' INLET F�ctsf ��r ?oP ZoS-QM I�Lv.Cz'�=1�•2 E s�Tt►�Cti CONNECT TO EXISTIN24"fit GMe' � t Nu.(z4)=15•Z�C-XI�aT[�I< _ ____ _ �- �� ,t METF?CO iA H �tST N24 " x 12CMi' 5ADDLE BRANCH— INV. = I7,2 + t ® Zza �� INLET Exl�j. 7 wv ToP Zo 7 -7 CT I Gc, nn u VICINITY MAP GENERAL CONSTRUCTION NOTES 1. All construction and materials shall be in accordance with City of Renton Dept. of Public Works detail specifications. 2. All required storm water retention/detention facilities must be constructed and in operation prior to any paving unless otherwise approved by the Dept. of Public Works. 3. Downspouts and parking, driveway facilities must direct the storm water to the drainage system. 4. Drainage structures not on public right-of-way shall have locking lids. L�l? 5. Trench backfill materials shall be compacted to 90 o maximum density. 6. All disturbed surfaces shall be seeded with tough, hardy, fast growing, grass unless landscaping/' erosion control measures are employed. "Grass seeding will be done using an approved type hydro -seeder, or as otherwise approved by the Dept. of Public Works." 7. Elevations shown hereon are subject to final site grading elevations. 8. Locations shown of existing utilities are approximate only and it shall be the responsibility of the contractor to verify the correct locations so as to avoid damage or disturbance. 9. Datum/benchmark: City of Renton BM (top of inlet) , station 4+91, 14.8' L (from Rainier Ave. S.) on S. 7th St., elev. 20.58 TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN NOTES 1. Where possible, maintain natural vegetation for silt control. 2. The temporary erosion/sedimentation control facility shall be constructed prior to any grading or extensive land clearing in accordance with the approved temporary erosion/sedimentation control plan., These facilities must be satisfactorily maintained until the construction and landscaping is completed and the potential for on -site erosion has passed. 3. Return siltation control areas to original ground conditions. 4. Provide and maintain temporary sedimentation collection facilities to insure sediment laden water does not enter the natural drainage system. The siltation control systems depicted on the drawing are such as to meet minimum county requirements. As construction progresses and expected (seasonal) conditions dictate, more siltation control facilities may be required to insure complete siltation control on the proposed plat. Therefore, during the course of construction, it shall be the obligation and responsibility of the developer to address any new conditions that may be created by his activities and to provide additional facilities, over and above minimum requirements, as may be needed to protect adjacent properties. EQ Z2 20 0.3' -15 LF OF C,' 1 PAt2kINC� L.oT PONc�;, 191 KoGO C. F MIN. VOL. �/It - - - 0,9� -1`7.5 LF. OF 18" � 5t�1 F E S O'G % GB 2 TYPE 2--K oPa 0 cam ?-&Tc- T6P : 21,c5, INV= IS.Ss 5 EC-7 10 t-� A -A I_00W"" NOrzTH ws• 22.0� � -15 L_F Of: 12 %` & PIPE I� CB Z TyfF- I-r- S OPEN Gt� TOP = Zr. INV._ I9.55 SECTt ON b- LobK-I N cy WEST W.S. 2Z.o 0.1 G 8 3 Type- z-K- OPEN i RATe -P5 TOP = � •5 INV. = 191.0 1 C! iV r ff3 04 no v x LO 3 b -top. 2r . I,� •�- -� " y INV. 11 3 >. , SS MH ToP ZI.4 FILTER. 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