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HomeMy WebLinkAboutWWP2702183.1—� - - —� ACCESS BOX: NON -TRAFFIC AREAS - OEI.U_ TO CARBON MODEL ����u �rx y 1 RAfFic A WIIAS 1H-20 3 COVER C _ '' 1V (RAFFIG AREAS - H-20 RA,iED CONCRETE 807 D1 � t EQUAL TO fO MA ED METER BOX 2,/ C) i' n,[ E j { 1 /� � C Q- `� LIDS SNAIL. BE MARKED ,.Li I:TRICAI OR SI AL \ V'J { { N A RESPECTIVELY OR HAVE NO MARKINGS Al ALL NEUA iX NON-IIETAIIC \ ! JUNCTION BOX DEPTH I BOTTOM ITRY WATER TIGHT - I (w �j\ / PER CODE Y STRAIN F UEF CONNECTORS XL1� r I (FOR L A- 'MTH UNDERGROUND I � NITAIZ1j I cABIE`.:I , FIT USING LOCK -NUT p W1T}I S, i LNGNG FITTING EXISTING HOSE BI WF_K LIHE�� PEA GRAVEL I F(jK z EXISTING CB OF DIRECT BURY [ABLE 10 ;ONTROL PANEI \ • • • ♦ \ I N0. 10 Al THWN NI IE FOR PUMP (T WRE) AT&T MH o • ♦ • • � � N0. 14 AWC 1tIIWN WIRE 1 Xt FLOAT CONTROL-S (3 WIRES) v ♦ •, ♦' •�`�� AR RAIN � ��1STiNv 4011 '5-��V DRAI! �- ♦ f✓Xls � \ \ 7� �V �� / v �'•♦• •`�,• LIFT STATIDN ♦ RIM = 18,45 1 \ '``,•. �. / `•' ♦ • ♦ • I E 16,16 S �� 'TEEE H N�iAUL, EXISTIN �/ -\ �' _ •'`� •. \ / \ \ • • `+, �'' • ` I E 16,66� OIC O- - ---- T EET �� �\ �`' _ �`' • �♦�, \ P❑WER SUB-S ATI[IN I LIGHT (TYP) I E= 16,37 ♦•. •♦:---- 1��\�,`•C,❑ L I /♦, 'e\ • --- - - - - -- - - - - - ,-- - - - - - I ELEC, CONDUIT` ��o ���\ \ ✓ \ �,*14� �" '♦_�' •• `..5''• , .. 3@2 6" �o VC V= 5A EXIST'G CB (TYP)38 LE G, IC'�To �b . PVC 5%EXISTING FIRE HYDRANT X %ft `\C.❑, I E 16.80 \ 1111 0 \\WITH ACCESS GATE IN FENCE of • 51t� I IiI iII ♦, .. --2a SAN S�I,� I i �I\1/4'-GCAS \�\♦\\ �� y� � �6,�` •�•�•,♦ '♦•• �,, �ry U�IN I L------- -- _-- moo- "YPD • alwa g 1�. mow°" • • •rw • • �J ., "` 1 O� ~ �' o mar • • sun f ' �Ec c� . , \ .. �. E R -OPTICS MAWR SEWER DISTRIICT� �.`` • • .� . , - - _ `• •T& ---- - B_ ❑P - FI TICS M EXISTING MANHOLE _ _ __ _ - �� �` `� '•-- - =-_ �s S � —, �` f _ - ---- • • ^— -- -�'�w.,,,�.., \ '`v---- •� �'�'• ...�. " .... _..: _.=-.....� e \ \ �' • • �.i. ,, a • R C.mmomms B = =�` \'�-=-••�- •e L J `mil •--.... ..-�.. -.. i �_J J._2 Or)_=_ �.� _- Ifs �` _ _ - _ `\ �. cU - - - -I RI - 800', E 1,83' R = 800; L = 7^ 45' 14" `\`D ` ` _ -� _ n i- > `O E = 1.84U ', M = 1,84', T=54,21` - ,�; _ - ` �� __� w ;? ZN 44 53 M -'1_0 \T 54.19 L = 108.23', LC = 108.13' - o, 3c CONTRACTOR NOTE SHOULD ANY INTERFERENCE OR CONFLICT BETWEEN UTILITY PIPING OCCUR DURING CONTRUCTION, CONTRACTOR IS TO NOTIFY THE ENGINEER IMMEDIATELY FOR ALTERNATE DESIGN TO BE SUBMITTED TO THE BUILDING DEPARTMENT, CITY OF RENTON, FOR APPROVAL AND THAT PHASE OF CONSTRUCTION MUST STOP AND CONTINUE ONLY AFTER THE BUILDING DEPARTMENT APPROVAL IS RECEIVED. GENERAL NOTE ALL LOCATIONS OF THE VARIOUS UTILITIES SHOWN ARE APPROXIMATE AND ARE SCALED FROM OF THE THE DRAWINGS OF THE SUBJECT UTILITIES, WHEN ATTEMPTING TO EXCAVATE IN THE REQUIRED AREAS, THE UTMOST CARE AND CAUTION SHOULD BE UTILIZED BY ALL CONTRACTORS. CONTRACTORS ARE DULY WARNED THAT BECAUSE THE SUBJECT DRAWINGS MAY NOT BE ENTIRELY ACCURATE DAMAGE TO ANY UTILITY IS THEIR RESPONSIBILITY. SHOULD ANY QUESTION OF LOCALITY ARISE THEN THE UTILITY SHOULD BE CONTACTED, �1 �11N A' tJ 1'J� 1 5 r ' S 45 .$mow D 14 �QJ ti CoN� =- LC - 108.12 M)IR 12' NIPPLE - 1 V. RIGID CONDUIT FROM BLDG 36 1' VENT PULL CHAIN GRINDER LIFT STA. DETAIL NTS -1. ulI NOTE: TOP CAN BE SET FLUSH WITH GROUND, IF A CONCRETE PAD 15 POURED AROUND THE LIFT STATION AND SLOPE AWAY FROM THE STATION. KEEP ROCKS AND DEBRIS (UT OF STATION PAC" GE - GRINDER LIFT STATION NOTES 1. PKG. GRINDER LIFT STA, SHALL 3E EQUAL TO PUMPTECH -PACKAGE RESIDENTIAL STATION" AS MANUFACTURED BY UMPTECH INC. OR APPROVED EQUAL 2 PACKAGE STATION LJ INCLUDE IHE FOLLOWING ITEMS: - SEWAGE GRINDER IUMP WITH 2 STAGE CURER EQUAL TO HYDROMATIC SPG/SPGL 200 SERIES HYDRO-GTi..0 SEWAGE PUMP. - PACKAGE CONTROI SYSTEM FOR SIMPLEX STATIONS CONSISTING OF: HYDROMATIC SIMPLEX Q CONTROL PANEL AND 3 MERCURY LEVEL FLOAT SVATCHES. - FILAMENT WOUND . a% 60' FIBERGLASS BASIN PATH ill GAUGE GALV. STEEL COVER, VENT AND SUPPLIED WITH STA 1LESS STEEL HOLD-DOWN BOLTS, AND ANTI -FLOATATION FLANGE - PUMP GUIDE RAIL iSTETI FOR REMOVAL OF PUMP UNIT SHALL BE AS MANUFACTURED BY PUMP TECH OR APF .0V0 EQUAL. ALL EXPOSED SURFACES ON GUIDE RAIL. SYSTEM SHALL. HE HOT UPPED GALV STEEL COATID INC. UFTiNG CHAIN. - VALVES AND PIPING CONSISTING OF IS4' HYDROMATIC BALL CHECK VALVE W/HYDRAUHCALL7 SEALED DISCHARGE FLANGE. 3. THE SYSTEM SHALL OPERATE BY THREE CONTROL FLOATS, ON SUMP LEVEL RISE, THE FIRST FLOAT SHALL BE ACPVr,TEO BUT WILL NOT TURN ON THE PUMP. AS THE LEVEL CONTINUES TO RISE, THE SECOND FLOAT WILL BE ACTIVALED AND WALL START THE PUMP SEQUENCE. WHEN THE LEVEL FAILS 10 THE FIRST FLOAT, TILE PUMP WILL TURN OFF, IF TITE LEVEL CONTINUES TO RISE ABOVE THE SECOND FLOAT, THE THIRD FLOAT SHAII BE ACTIVATED, ENERG71NC THE AUDIO AND VISUAL ALARMS. 4. THE PACKAGE SYSTEM SHALL MEET THE REQUIREMENTS Of THE DEPT. OF LAd. ELECT. INSPECRON DIVISION FOR RESIDENTIAL, GRINDER ?UMP SYSTEMS. 5. Il1hPla �E'11E1 IA FC IRICAL._SE3YIS�.: 230 VOLT SINGE PHASE POWER WITH A 30 AMP BREAKER FOR THE PUMP, AND 110 VOLT ELECTRICAL POWER YA1TT A 15 AMP :3REAKER FOR THE ALARM SYSTEM, IF A SEPAKATE ALARM CIRCUIT 15 USED, MATERIAL$__4ST O1 24' DIA CAL.V, COVER 2 HP GRINDER PUMP - SEE NOTES O2 POWER CONDUIT O IV4 GALVANIZED PIPING, AF`PROX. 1.2' LENGTH ® 14' FEMALE THREAD 0 HOT DIPPED GALVENIZED STEEL RAIL GUIDE SYSTOA ® IVi GALV. UNION 10 HOT DIPPED GALVANIZED PUMP TECH IVY' GALV. NIPPLES SHCRT RAIL © CHECK VALVE h PUMP DISCONNECT HYDROMATIC OR EQUAI Fur ii shed By E L_ ti* f I<' Acc .ss Box NEf % 4X J Box Sti 3i n Relief Connectors Mycrs Hub Di r ect Bury Cable 121: 14" Rigid Conduit Nipple viss APPROVED a R roc L LDATE �3 �o ��1 f VISSER ENGINEERING 19062 SE 320th ST KENT, WA 98042 (206) 483-8072 CITY OF RENTON DEPARTMENT OF ENGINEERING HANGER AT RENTON AIRPORT SANITARY SEWER INSTAI LATI❑N DESIGNED-ABS___ DATE _Z1.9L92FILE NO -___-___---_._.._ DRAWN GklS--- 1 nn 7�\ / $CAL�_16-2Q'_=1J• FIELD BOOK ---- PAGE ----- CHECKED __M3yL__- — ------------ SHEET-_8 -OF_ 1 a _ 1,twp-.& ;F —1e83 r. 612Zf.y3 BY APPR DATE c1^r�w� OCT 2 8 2C'C,'