Loading...
HomeMy WebLinkAbout5413-27 O SHEET NOTES I. PVC COATED GALVANIZED RIGID STEEL CONDUITS (POWER AND SIGNAL) TO PULLBOX; SEE DETAIL 3/E5.0. EXACT ROUTE OF CONDUIT TO BE DETERMINED IN FIELD. 2. SUBMERSIBLE PRESSURE TRANSDUCER; GE "PTX-12c10" SERIES; 4-20mA OUTPUT; PROVIDE WITH INTRINSICALLY SAFE CONTROLS; COORDINATE CABLE LENGTH WITH FIELD CONDITIONS; SEE CIVIL PLANS FOR INSTALLATION REQUIREMENTS. 3. CABLE SUPPORT GRIP, HEAVY DUTY STAINLESS STEEL, OFFSET EYE SPLIT MESH. ROD CLOSING "KELLUMS" OR APPROVED EQUAL 4. COORDINATE F5 MOUNTING HEIGHT WITH CIVIL PLANS. 5. FLOAT SWITCH; MECHANICAL TILT FLOAT SWITCH; ENM-I0 LEVEL REGULATOR BY ITT FLYGT. PROVIDE WITH INTRINSICALLY SAFE CONTROLS; SEE DETAIL 2/E4.2. 6. SECURE CABLE GRIP TO WET WELL STRUCTURE. 7. SIGNAL CIRCUIT THROUGH WETWELL WALL; PENETRATE WALL AS SHOWN FOR POWER CORD. S. BELL ADAPTER SET FLUSH INTO GROUT OF WALL PENETRATION. q. (N) PUMP POWER CORD; SEE SINGLE LINE DIAGRAM I/E4.2 FOR CONNECTION REQUIREMENTS. 10. WET WELL IS A HAZARDOUS (CLASSIFIED) LOCATION; CLASS I DIVISION I; ELECTRICAL INSTALLATION SHALL COMPLY ACCORDINGLY. II. 13" X 24" I.D. CONCRETE PULLBOX; SEE DETAIL 3/E5.0. 12. COORDINATE RECONNECTION OF SERVICE WITH UTILITY. 13. EXTEND (E) TELEPHONE FEEDER INTO NEW PEDESTAL. COORDINATE CONNECTION REQUIREMENTS WITH UTILITY. 14. EYS SEALING FITTING; SIZED FOR FEEDER CONDUIT; SEE SINGLE LINE DIAGRAM. 15. SLPICE FEEDER WIRING TO PUMP POWER CABLE; USE HIGH COMPRESSION COPPER SPLICE; LONG BARREL; "BURNDY" HYLINK OR EQUAL; INSULATE USING COLD SHRINK BY 3-M. 16. LOCATE PEDESTAL TO FACILITATE RECONNECTION OF (E) UTILITY SERVICE. BARBEE STREET iR-� _._ ___,_____ „_ __. _ „_-----_____„__ ____, _________„ 0 -- ( 10 ) . , SS ,, S5 SS SS 55 SS SS SS -SS SS SS SS , S5 55-----SS -SS --SS --SS -SS-- , ft_ __,,,,# I BARBEE PEDESTAL BPI E4.2 SEE CIVIL PLANS FOR PENETRATION REQUIREMENTS TYPICAL r tt TYPICAL© SEALING TYPICAL® FITTING - -- FINISHED GRADE 0- r Y % 6 ,12i. 1 _ IIC O ,��� J/ a eta; '111' IN-GROUND CONCRETE I1 » » ,-.__�,�._._._» » "' 0 ►- PULLBOX . • . I Q X a ° ,, BUILDING WIRING I - _ © TYPICAL FOR ALL W P � �( >< ----- ���\ O CORDS IN WET WELL BF01) M - -1 '_ -` WET ELL BSOI � � �,..,� Z ° CLASS I F5100 TYPICAL 8502 B *3 © DIVISION 1 WI a to o a : . » M C PULLBOX E3.2 \\ ° a ° F ' O I 9 <X , 1 -/ , ' -imamv-------.ramrpn 01111 ' F 52 111 I ' 0Li iii 1 � _ o 0 —— \,,, 0 A CICli:;,,1- P P, a v a G ° \ 0 RECORD DRAWING BASED ON FIELD INFORMATION BARBEE IMPROVEMENT SITE PLAN0 130,_,A2i_RopEE IMPROVEMENT SECTION PROVIDED BY ERS MECHANICAL, INC. FEHR ENGINEERING COMPANY, INC.I �'I 4�-SII 4' 2' 0 4� 8� 2� I 0 2� 4� 0 WATS4Iri CALIFORNIA, 95076` / 6 - • / � PHONE: (831) 786-0373 I11=4'-0" NORTH I"=2'-0" NORTH FAX: 786-8523 It Inc EMAIL:(BFEC®FEHRING COM CONSULTING ELECTRICAL ENGINEERS SR-L-B FE JOB No. 11081.00 AO okoFE9S/0A,,,* Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED 1,17...gm IMPROVEvENTS NOT COMMENCE WITHIN TWO1--)A) QA, IL Schaaf Wheeler ����,r5E- P/N,�FF"zSANITARY SEWER PUMP STATION REPAIRS YEARS OF THE DATE OF APPROVAL SHOWN HEREON `� CONSULTING CIVIL ENGINEERS o DRAWN BY: SCALE: I� - i_ No. 014906 z -�, C.L. BARBEE IMPROVEMENT AS SHOWN AND CARRIED FORTH IN A DILIGENT MANNER, THE DIAL , TWO WORKING 870 MARKET STREET, SUITE 1278 EXP. 30 JUNE 13 DESIGNED BY: PLAN DATE: CITY ENGINEER MAY REQUIRE REVISIONS TO THE BEFORE « I` DAYS BEFORE SAN FRANCISCO, CA 94102 F �, 7,1, ,,, T.P. 5/6/15 YOU DIG Y❑U DIG <FCTRiG PLANS TO BRING THEM INTO CONFORMANCE WITH TOLL FREE Y, REV. 415 433-4848 ST47 �\P Date : 4-11-13 CHECKED BY: APPR2 t / / DRAWING NO.: 27 1-800-227-2600 � E of cn��F�` 7�' DATE:/Z•/ , STAN DARDS IN EFFECT. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE ENGR. CITY DATE THOMAS PINKERTON -a Y �.� E4. 1 T.P. ITY ENGINEER R.C.E. 51152 33 54/3