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HomeMy WebLinkAbout5413-9 1 (E) SIDEWALK LU REMOVE AND REPLACE IN KIND AS REQ'D FOR LLI CONSTRUCTION CC FOR ELECTRICAL PANEL SEE ELECTRICAL SHEETS FOR CONCRETE PAD SEE DETAIL (E) FENCE Cl) © PROTECT IN PLACE ® 1 4" RESTRAINED FLEXIB E 13'-9" COUPLING (TYP OF 3) O 4" CHECK VALVE, FL 4" DIP, PE FOR PUMP HATCH (TYP OF 2 (TYP OF 2) SEE DETAIL I_I..0 9 - la 7'-0" 1.-. . -4' < LIMIT OF AC PAVEMENT 4" IP, FL REMOVE AND REPLACE - (1 ... 11/ I ./1111/ /11/11/11/ ///////////////// SEE DETAIL6'-8" 2'-6" ,� �� �•1 \ / \ 6 /-�_ . . I Pappillin II'1 .P \ NW - -11. 1111.1.11111111"011111111 =- - = Fr.1 _ _ _ — ___ ti M __ _ FM FM _ _-_ FM __ . M II ��►.II�.��..� �.II;:; '� \ L_ -J / BOLLARD, TYP �� � \ • Z9 --- - _ - �r - SEE DETAIL -------4- - - O 0 1 /////llllllllllll//////////// llllr/1/41//////ll l/Illll All. 11lllllllllllllllllll lllllllllll/////llllll//////lllllllllllllllN e 12 FOCS 4" DIP, FL X PE PRESSURE TRANSDUCER (TYP OF 2) STILLING TUBE `n 4" DI TEE, FLSEE DETAIL ® - NOTES: T NPRECAST VALVE VAULT SEE 4" GATE VALVE, FL 1. ALL MECHANICAL JOINTS (MJ) SHALL BE RESTRAINED W/EBAA MEGALUG OR APPROVED EQUAL. DETAIL (TYP OF 2) PIPE PENETRATION 2. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON SITE 0 (TYP) SEE DETAIL WITHOUT WRITTEN PERMISSION FROM THE CITY. (E) POWER POLE 9 © 3. PROVIDE VAULT W/8"0 DRAIN HOLE IN CORNER. PROVIDE ® DRAIN HOLE GRATING. SLOPE VAULT FLOOR TO DRAIN. 4. QUANTITIES SHOWN ARE PROVIDED FOR CONTRACTOR Y CONVENIENCE. CONTRACTOR SHALL VERIFY ALL QUANTITIES LOCUST AAND DIMENSIONS BASED ON DRAWINGS AND FIELD CONDITIONS. 5. AT HIS OPTION, CONTRACTOR MAY USE GROOVED FITTINGS AND PIPING IN LIEU OF MECHANICAL JOINT FITTINGS. LOCUST PUMP STATION IMPROVEMENT SITE PLAN SCALE:1" =4' q 0 ACCESS HATCH SHALL 2'-6" FLYGT REFERENCE OPEN LONGITUDINALLY 101„ � POINT (TYP) 2 _ N INSTALL ELECTRICAL PANEL \ �� I \ SEE ELECTRICAL SHEETS —, / \ // \ �I 9��8. \ / .../ . __,_ 1 co , En / t 4 . 4" DI ELBOW, 0 - I. II"II II ! = m - 01C.��,= =��; \\ 1 102 � 90°, MJ \ / - W/CAM OK FLANGE (TYP OF 2) INSTALL 6'0IIW ` - - II + t 4" BLIND Iimmil I I CONCRETE \ t 3/4" ANCHOR BOLT 4" GATE 4" DI TEE, FL WETWELL 8 \ t (4 PER PUMP) VALVE, FL I.-.• . • .. : ." .`'• k • • .ak I: •.. // EL= 1201.42't NOTES: A o \\--1H '..1.-- 23/4„ // (E) 4" PVC 4" DI SPOOL, 4" GATE 1. ACCESS HATCHES SHALL BE RATED FOR H-20 TRAFFIC LOADING. \ FORCE MAIN 4" RESTRAINED FL X PETr VALVE, FL • 2. ACCESS HATCHES SHALL BE OF ALUMINUM CONSTRUCTION IN _ - FLEXIBLE COUPLING - GUIDE RAIL (E) WETWELL ACCORDANCE WITH THE PROJECT SPECIFICATIONS. EL= 1198.20'± [��■ ►. ► •i 11 I SUPPORT TO REMAIN 3. WETWELL HATCH SHALL BE EQUIPPED WITH INTEGRAL FALL ��il� I I� �� ( IIS r PER MFR a PROTECTION. 1' L (TYP) 4. AT HIS OPTION, THE CONTRACTOR MAY PRECAST ACCESS HATCHES 1 INTO THE CONCRETE STRUCTURES. n 0. • •- -..•,• • .,...Z.•..� 5. DIMENSIONS SHOWN ARE CLEAR OPENINGS. PUMP MOUNTING DETAIL 2 -i•-•-•-•-•-•_ _ _ -_ -_ -_ - _•_-.•_ . CRUSHED ROCK BASE COURSE t NO SCALE PIPE STAND (TYP) PIPE PENETRATION ACCESS HATCH DETAIL 1 9 SEE DETAIL SEE DETAIL •.Y 10" PVC NO SCALE 4 © — INV= 1188.25'± 9 ® ® (E) 8"VCP MIRAFI500XGEOTEXTILE INV= 1188.6'± LOCUST DISCHARGE PIPING MATERIALS QUANTITIES OR APPROVED EQUAL :4 4" DIP, PE J r HIGH WATER ALARM - ALL PUMPS ON (TYP OF 2) • 1 /o • LENGTH LENGTH Q FILL (E) WETWELL ITEM DESCRIPTION QUANTITY ITEM DESCRIPTION QUANTITY WSEL = 1187.34' - : FLYGT NP 3127 ' •.. (EA) (EA) PUMP ON p 4" DI FL X MJ ' : (TYP OF 2) W/CONCRETE WSEL = 1186.84' ADAPTER • FOR MOUNTING, SEE DETAIL Q PUMP OFF Q (TYP OF 2) SEE DETAIL ® 4" DI FL X MJ ADAPTER 2 N/A 4" DI GATE VALVE, FL 4 N/A WSEL = 1185.34' - LOW WATER ALARM -ALL PUMPS OFF p _ II, • /e. • • WSEL = 1184.84' , � © �• „ . .. 4" DIP, PE 2 12'-3"± 4" CHECK VALVE 2 N/A EL= 1183.841 _ 9 EL= 1183.84'± • 4' • • a FILL EXCAVATION W/ 4" DI ELBOW, 90°, MJ 2 N/A 4" DI TEE, FL 2 N/A %%:_: