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HomeMy WebLinkAboutTED4001363.9TPE'ATEd 2Xi-. EA.SIPE `W/ GALV. 1(04COM- NA1 L5 - T KEATEP A X(o P r- L -_# 2 l LEAVE 50TT, 7 4x(o L -L�2. EA.S1Ue �C905�7 MEMBER , - TREA.rED. Cut- WASP �R 1 t ` GRADE I - i -0 c!� �✓ i UI FSO 11 L 50 tea.• Sl GE -- COM PA�,_T' EXC&,\✓AT10 W } t,ROU Q D L.EC 5 F>9K,L'--_ TD q 7% MAx 1J ITy X I? X (a II `41 PLATE C -i R EA-i E P-- O 0 0 Ty M I I l'/q" pIA. �ALV. ST�t- PIPE OR EQUAL. ArrGNOR i2oD A 10GA-X "WIPe S112�,P 5 10,1� W/ 316 a � 3/�,, F>L . wAs N E-R r 18" G M P (ALU M• ) CIZX 7.41 CONTtNUCU OVER SPLICE 1&, 4 ME), 2-EA.SIPE OF SPLICE SIOX 6.-Ilb EM, 1'12 X 5 %" T REAJ ED WOO D PLAT E . + ; +, co j" Iri I i , �' ! OA - - •�1 L1 I ! �-� u�� � C � �� C 12 X 7,41 - /2" - `I/AV1 X (0ItX0 (5u P TE 11 %2 ALUM. OR GALA. ' EAST PE or W b S S M E5 G-) M. EA. SI PE STAGGERED GA,.LV, ) OR • S ALUM. v/EP6E CA , I\iiQEL j (--)I F1ER M(�. A 3 METAL PRoC)UCTS `sTD.* )R (Nb ROD [c) J6,L L NO2M . 5er Vo - APG20VEp >^C�l.I1V L�LENT•.� 12"MIN.Cove:2 ' pEEP MIN. _-TILr-- C MIM. 0 E P t K 2.5' ' NCRETe PIPS ANCHOR NO `jGAt_E Jae TLM L A z i © �O hna,/.x `-SPL C E "I• T7PIGAL SUPPORT PAMC__QN MH I o 0 JZ Z Pcr eQ UNE RObc) PoWE--Q L(NE: QD&D w / DQW WAGE SW AL fir. Q PIPE TD 5t: KE `(E_ C) I N TC> 1-11tL koll.CUT SECTION TO NEE. 5T(V_`�L t z t- D W i T u MUL(u MU) 6QA55 SEF Do j `Z' r_)C15TING CREEK Jl1 fi( �' Il111�r �O �E:c.� ` DI U I I GpTGN I'/a" No nI 0 m T L. Pit ,OR EC'-JUAL RCS p ARMCo METlIL PR00uG'T5 tTD1!� /%NCHCDQ_11r11b Rop@ lo'-o" Ii1T'CRVAL. '��UR APPRbvEo EG?�I �i ALEtyT� 1 I � 6 PI Pe ANC14012 i`iOTEt): NC) LE_ 'Sec. It shall be the responsibility of the contractor to avoid damage or disturbance to all existing utilities. The contractor shall contact all utilities including but not limited to telephone, power, sewer, water, gas, and cable T.N• for the purpose of identifying the correct locations prior to construction. 2. Alt t&ork and iraterials shall be in accordance with the latest edition of the standards and specifications of City of Raptor ar Ed. d APWA, 1981 3. All storm drain pipe called alt as CP (Concrete Pipe) may he substituted by C•IP (Corrugated metal Pipe) w/treat nt 5. 0S Tf�, P •• 00 E WA,Sy •• � A8•stete�•.•� ��• ssi®NAL E� io _io-B3 PLACE 50l t_ I V (q1' LIFTS LOOSEI CC PACT TO q 5614, MAY DEN51T( PERASTM R1551 USE CLEAN W ELL G RAP C 5A N'P Sol ► iD R o v N l7 GRA\/EL , FINE K10T TO EXCEED LOCKING LID X 12T CI PP',C i II \ II DETEN T 1oN POND \ (DX(I- l oy 10 �:.. UK- OM� A OIL' N SGAII 0= 40' ECIFICATIONS "givan zizeed Steel CIS shall meet the requirements Aluminum CMP shall meet the requirements c of A::�SHTIO designation 1+-36, Type I &'Type II. AASM designation M-196 & M-197. Pipe to r 114fe to be helical with 2 2/3"xl/2" corrugations, helical with 2 2/3" x 1/2" oorrugations. w/A'�NA UT tQF_AT/�nErs T I STEEL ALUMINUM Gage Pipe Arch 16 12"-36" 17x13 thru 42x29 14 4211-4811 49x33 12 5411-6011 57x38 & 64x43 Gage Pike Arch * 16 12"-27" 17xl3 thru 24x18 ** 14 30"-36" 28x20 & 35x24 ** 12 4211-54" 42x29 & 49x33 10 60" 57x38 & 64x43 =.11 non —perforated metal pipe shall have neoprene gaskets at the joints. Concrete pipe (ASTM C14 Extra Strength) 21" in diameter and less shall be plain and conform to the requirements of AASHTO designation i-86, Class 2 and to designation M198 for r-lbber gasketed joints, unless specified otherwise. "Doncrete Pipe (ASTM C76 - Class 2) 24" and larger shall be reinforced and conform to 4 fw requirements of pA:HTO designation Yr-170. CMP laid of a slope of 6% or lere6 shall h®va- ire4tment S• Pipe specifications are based on design conditions for completed project. During the construction period the contractors shall take all necessary precautions to protect all subsurface installations. 4 e King Count,/ Dcpzirimanof '7ur�ac4- Wntar Manzlcpxnax-A fo k-,;lz cont�ctarl 2¢ tlour�j prlo!r ic, tiny cor��tr�G}toh �lor�c� cr�2k bad. 5, drnNtng cor-mptc,ta- with 1lori2.ot-rF-gl con-crol AC, bit 5u b rn % i � 6a � o �jei• 1-i c-r w l�rh n k cqe) l d 2xr t p'11 o� C4 � h� �iBrn2r1'� -i•o K N&, 2o2n-Vy Public Works. G. Temporary of all water shall be provlde8 at all times dur,ri,� consfructtnn.This shall Also apply }o ejulpmEni acaess pour}s. -1 . Al t -2i-ruC,%tar¢.-2 �o V7111d, Solid round to6kin9 l id . APPRO�I�O FSy G�T7 �?� FZENTON �P.T� GaPPR�e b Y %N(i COUNT -I tPSt= PEe pe�-ckMl FS-122-63 REV isco FILE At 83-8- 141 t'A Cs) A 5cE5 bA !, tZE�lISLD lie STczucZuizAL 1:N�1NQ 1Z-2-b_j (� 12EV15G-D PC-R C-ITy OF RENTON 11 l i 183 Del,, 2. M",JIGeD oFV-_- S1Tft OUT -FALL CE> RE v ef) f5R cal/vrY REYIEW ro jioiB3 OP-5 NO. 1 REVISION I DATE 1 BY GROUP FOUR, Inc. 19707 44th Avenue West SUNNYDALE MOBILE HOME *1:>,rOMMUNITY 1 Lynnwood, Washington 98036 . 206 7754581 OAKHURST DEVELOPMENT CORP. •URVRYING KNGIN[[RING PLANNING MANAGRM[NT 0C F — -5I T� PiPt LI M DRAWN BY Dtj CHECKED BY APPROVED BY CITY OF RENTrON L 1� WASHINGTON cis• iz.01 SCANNED UCT 2 7 2006 4 00 2 00 0.0 83-80I3