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HomeMy WebLinkAbout5413-24 0 SHEET NOTES ° I. CONDUITS (POWER AND SIGNAL) TO CONCRETE PULLBOX; SEE DETAIL 1/E3.I. EXACT ROUTE OF CONDUIT TO BE DETERMINED IN FIELD. 12 IN-GROUND CONCRETE PULLBOX 2. SUBMERSIBLE PRESSURE TRANSDUCER; GE "PTX—I2G10" SERIES; 4-20mA OUTPUT; PROVIDE WITH INTRINSICALLY SAFE CONTROLS; COORDINATE CABLE LENGTH WITH FIELD CONDITIONS; SEE CIVIL PLANS FOR INSTALLATION REQUIREMENTS. TYPICAL © 3. CABLE SUPPORT GRIP, HEAVY DUTY STAINLESS STEEL, OFFSET EYE LOCUST PEDESTAL 2 . 2 ) SEALING I SPLIT MESH. ROD CLOSING "KELLUMS" OR APPROVED EQUAL LPI (REAR VIEW) FITTING 0 TYPICAL 4. COORDINATE F5 MOUNTING HEIGHT WITH CIVIL PLANS. TYPICAL ® 13 , 0 5. FLOAT SWITCH; MECHANICAL TILT FLOAT SWITCH; ENM-10 LEVEL TYPIC, L Q REGULATOR BY ITT FLYGT. PROVIDE WITH INTRINSICALLY SAFE —•''' z. i .. I j EL = 1201.42'_+ CONTROLS; SEE DETAIL 2/E3.2. , =r ' j , II j I `;; 1 N. Tv. 6. SECURE CABLE GRIP TO WET WELL STRUCTURE. "�:rtei; 7. SIGNAL CIRCUIT THROUGH WETWELL WALL; PENETRATE WALL AS l MQx� x — © _ (i�l kSHOWN FOR POWER CORD. r d BUILDING WIRING—HI--- I' 4 , O a w S. BELL ADAPTER SET FLUSH INTO GROUT OF WALL PENETRATION. 10016. -.Y..�4 01 q. PUMP POWER CORD; PROVIDED WITH PUMP; CONTRACTOR SHALL TYPICAL FOR ALL COORDINATE CORD LENGTH WITH PUMP VENDOR. SEE SINGLE LINE CORDS IN WET WELL O3 n :• : DIAGRAM I/E3.2 FOR CONNECTION REQUIREMENTS. 10. WET WELL IS A HAZARDOUS (CLASSIFIED) LOCATION; CLASS I TYPICAL©0 F5I -- . e DIVISION I; ELECTRICAL INSTALLATION SHALL COMPLY ACCORDINGLY. da 11. EYS SEALING FITTING; SIZED FOR CONDUIT; SEE SINGLE LINE I DIAGRAM. F52 j ° dl 12. 13" X 24" I.D. CONCRETE PULLBOX; SEE DETAIL 3/E5.0. 1 /� . w ae 13. SPLICE FEEDER WIRING TO PUMP POWER CABLE; USE HIGH COMPRESSION COPPER SPLICE; LONG BARREL; "BURNDY" HYLINK OR a EQUAL; INSULATE USING COLD SHRINK BY 3—M. a _I 14. PVC COATED GALVANIZED RIGID STEEL CONDUIT. ... EL = 1183.84'± l� 1" EL = 1183.84'± 15. SEE CIVIL PLANS FOR WET WELL PENETRATION REQUIREMENTS. ° o I 4' 16, REMOVE it REPLACE (E) POLE AND FIXTURE. ,�1�1�1�11 Iy�1�11�i�i�i�.iit� 1~1=11`11-11''1`=11 F x`1 44P 17. COORDINATE WITH UTILITY TO EXTEND AND RECONNECT (E) SERVICE INTO (N) SERVICE. 0 LOCUST IMPROVEMENT SECTION 1"=41_0" 4' 2, 0 4' 8' (-'_ 1"-4'-0' NORTH I I / —CONCRETE PULLBOX 12 L-F05.-MR --- -- — ---- ----- ------------------ LSOI L502 (N) WETWELL (E) 4" PVC FORCEMAIN; SEE CIVIL PLANS 1._F03 LF04 --- - -- --_,.. -----._------ L_50.—. — — , ` — 1 — ' — — — —� J _/`-I/!MIMI//IfI////// —1�— —• I 1 P', 'V / / / / // / / O I -ter I1:--'-' I iIIb.l.wilm:�u Ilt ''�I ,, _, POWER PEDESTAL LPI iniumni _ ) 1 Nir , ii- Callill. >/: « . -- (E) TELEPHONE 1'' _ / - T I6 (E) ST (E) POWER POLESERVICE �.-- �i / /Ii / ///Uil 111 ,, /lUlli;llll/llUlllllll/lllllll/1lll/llUllllllllUlIlllilllll/llllllU ► llll/ll/1llllllll/lillilllllll ' '� 17 —(LFOI) a WLS03 t a a \t a a RECORD DRAWING \ BASED ON FIELD INFORMATION LOCUST IMPROVEMENT SITE PLAN PROVIDED BY HPS MECHANICAL, INC. 1 FEHR ENGINEERING COMPANY, INC. 1"=4'-0" Cl- 62—A HANGAR WAY 4' 2' 0 4' 8' WATSONVILLE, CALIFORNIA, 95076 / rE PHONE: (831) 786-0373 1"-4'-0" NORTH «ny FAX: (831) 786-8523 EMAIL: FEC@FEHRINC.COM SR—L—B FE CONSULTINGJOBNo. ELECTRICAL ENGINEERS .00 SHOULD CONSTRUCTION OF THE REQUIRED p T o0,0FEss,oyq� Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA Do �! ,,, E. PSN Fti� SEWER PUMP STATION REPAIRS IMPROVEMENTS NOT COMMENCE WITHIN TWO n Schaaf Wheeler P� ��, .y SANITARY YEARS OF THE DATE OF APPROVAL SHOWN HEREON `� CONSULTING CIVIL ENGINEERS o DRAWN BY: SCALE: I \ I No. 014906 z C.L. LOCUST IMPROVEMENT AS SHOWN THE DIAL TWO WORKING 870 MARKET STREET, SUITE 1278 DESIGNED BY: AND CARRIED FORTH IN A DILIGENT MANNER, �(t / EXP. 30 JUNE 13PLAN DATE: BEFORE I� DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE YOU DIG Y� YOU DIG SAN FRANCISCO, CA 94102 * ,, OP, T.P. _ 5/6/15 PLANS TO BRING THEM INTO CONFORMANCE WITH TOLL FREE 1-800-227-2600 REV. (415) 433-4848 4',4, CTR\ Fco\P- , . �, u, Date : 4-11-13 CHECKED BY: APP �Z . DRAWING NO.: 24 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT OF CAL' THOMAS PINKERTON DATE: Y-�� STANDARDS IN EFFECT. REVISION DESCRIPTION DATE ENGR. CITY DATE T.P. CITY ENGINEER R.C.E. 51152 E3. 1 33 5413