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HomeMy WebLinkAboutSWP2702862.12PROPOSED UTILITIES 2.1 ai v c C v 0 v U E c E U 0 L v v .s C a� U O L -N C O O v E L O 4- C s 4- 0 C v 0 C 0 41 v v v a� N L O v C 0 3 U M oi O a v r U C v 0 r` 0 rM N I CID rn U 3 �3 a� U C v -v L 0 U U v C v U_ C 0 U N N C C N a� v C N U O .O :C G G G G G G G G G G G G G G _G—G G G G G G G G G G G -W W W W W W W W W W W- NORTH WALL CAP --��T T -r ----p-------F' P --- P P T ----T - - ----P ---_p T T T —P p P _p P T -T T P P --T T - x _-_-__--_-_ T — - T qT P T T T G G G G � - -----G G G —G ---G -- —G _� ______ �G; —G-----_G PRE—ENGINEERED BUILDING PUMP DISCONNECT G —G —G G NS G__�_--G G - G - I (SEAL OFF) VAULT G - _- G v �-- ACCESS ROAD -� W W W W W W W— I 1 WET WELL CENTER 6"� UNDERDRAIN— C39 A —LINE 18+07(45' LT) CDSM LIMIT I x � It { I _____ - ____---I -ter' _ L ► _____ . PRECAST WET WELL Imo, SEE SPECIFICATIONS x Ui —UD — UD� UD __.. UD UD UD UD UD—UD—UD UD UD D C'_ —x— =x-- —x— —%— —x——x SIDEWALK SEE SPECIFICATIONS i SD --SD --- ,SD -4' - { VALVE VAULT CENTER 2 A —LINE 18+19.60(46.31' LT) C39 r Z-A UD UD ID W W W \ —SD -SD T TELEME _ PANEL- e -* i i { � � � 4 9 ► t i $ { � t 1♦ f ! % ---x=—x--X—=X---X"=—x--x—"—x---=x=---x==x--x—=-x -- CB SEE DRAINAGE PLAN AND DRAINAGE PROFILE 9 � 8 { i ? t 1 f ✓ g° W f —x=—x— SD SD —"LSD - ____---SD __,SD - W - , A, - W —PROPOSED 3/4" WATER SERVICE PER RENTON WATER STANDARD DETAIL CONTROL BUILDING UD U GENERATOR WITH CONCRETE PAD BUILDING/FOOTING PERIMgTER UD UD UD UD UD ! ! ! 0�i UD UD UD UD UD UD UD UD UD UD UD UID UD UD UD UD UD UD UD UD UD UID UD UD UD UD UD UD UD UD UD UD UD UD 17+50 18+00 26' 18+50 A -LINE (CL SOUTH 180TH STREET) I L,q �.� IaLT$LIC �OIZKS DEI�`T s p a —ENGINEERING— STREETS— WATER— SEWER—PARKS— BUIL_DING- 14. y ELECTRICAL SITE PLAN by date CONSULTANTS designed MD 2/20/01 33301 9TH AVENUE SOUTH '' FEDERAL WAY, WASHINGTON BERGER/ABAM 98003-2600 E NG I N E E R SI N C. VOICE: (206)431-2300 FAX: (206)431-2250 drawn BJA 2/20/01 checked GLP 2/20/01 pro j eng CCW 2/20/01 proj dir GLP 2/20/01 field bk no ELECTRICAL NOTES 1. ALL WIRES SHALL BE ROUTED IN RIGID GALVANIZED STEEL CONDUIT UNLESS OTHERWISE NOTED, SIZE AS NOTED ON DRAWING. CONDUIT SHALL BE 1/2" SIZE WHEN NOT ON PLANS. 2. 480 VOLT WIRING SHALL BE ROUTED IN SEPARATE CONDUITS FROM 120 VOLT (AND OTHER VOLTAGE) CIRCUITS. 3. ALL WIRE SHALL BE A MINIMUM SIZE #12 UNLESS SHOWN OTHERWISE. 4. LOCATION OF CONDUIT ENDS ARE SHOWN APPROXIMATELY. CONTRACTOR IS RESPONSIBLE FOR ENDING CONDUITS IN LOCATION THAT WILL NOT CONFLICT WITH EQUIPMENT IN THE VAULTS/BUILDINGS. 5. CONDUIT ROUTING IS SHOWN DIAGRAMMATIC. CONTRACTOR IS RESPONSIBLE TO ROUTE CONDUITS IN A NEAT MANNER, PARALLEL OR PERPENDICULAR TO WALLS AND SECURELY ATTACHED TO WALL OR CEILING. 6. ALL CONDUIT PENETRATIONS INTO THE CONCRETE STRUCTURES REQUIRE A LINK —SEAL _.TTING AROUND THE CONDUIT. PENETRATION SHALL BE WATERTIGHT. D-28�ZOG PUMP STATION ELECTRICAL SITE PLAN SOUTH 180th STREET GRADE SEPARATION C zn/� AS BUILT date revisions SNrED _0 AW ----- - - 41A sheet41 Aof 144 A00084 scale AS SHOWN date 20—Feb-2001 0 Sri w � ua o v Y z b o m n w , lam/ Lost Saved on Wed May 18 2005 of OJ-05PM by Hamilton File Name.- 0-120001 A 00084 1 CADD I dwgs I C-41A. dwg Scale- 5