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HomeMy WebLinkAbout1995 - Pump Station #5 t Aew, .... i vow C 0 A A ff/AO N04 {C- 46 PASO ROBLES 41 104 L.. Al ATASCADERO -- CAYUCOS < f P STATION 58 �. �°` 41 EST MALLSITE PROJECT ' ITS. MORRO BAY u 101 w � LUCIA SaN�A . _._.__.__._ SAI` LUIS OBISPO Ulna ` O�•POA T '" ' 0 C E A N tot AVI LA BEACH , PISMO BEACH I N CURBARIL AVE W 0 5 10 1 „ LuuATIUN MAH kale In Miles VICINITY MAP, NO SCALE U& E X SHEET IN' 1. TITLE, SHEET 2. PUMP STATION NO. 5 SEWER ERI RC MAIN PLAN AND PROFILE s PLANSPREPARED 3. PIMP STATION NO. 5 SEWER FORCE MAIN CITY OF ATASC SECTIONS AND DETAIL _ ACCEPTED BY 29743 ' ` ST N J. TER DATE S �.� CITY ENGIN Q�,aFESS "r CITY OF ATASCADERD A 24545 12/31/97 " ACCEPTED BY RICHARD L. 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THE EXIST 16 PIPE LINE WAS ESTABLISHED FROM RECORD z 0 DWGS (COUNTY OF SAN LUIS OBISPO DWG No. S-1 199 EXIST. 1 6 ACP OL. Z DATED APRIL 1974. FORCE MAIN. CL < W CL 2. APPROX. LOCATION OF 16' FORCE MAIN PREVIOUSLY a. 0*) W IN—USE PRIOR TO 95/96 WINTER. CONTRACTOR TO REMOVE SEE NOTE 2. 0 wi 0 16 ACP INTERFERING PORTIONS AS NECESSARY TO CONSTRUCT )p 0 V) Uj + EXIST. NEW FORCE MAIN. PORTIONS OF 16" LINE MAY NOT EXIST. EXIST. 16 VALVE 0 — I,,— v"""" + M z FORCE MAIN+ X 0 3. EXIST PIPING AT THE JOIN LOCATIONS SHALL BE POTHOLED . 0 C14 j PRIOR TO SHOP DWG. SUBMITTAL. PROVIDE TO ENGINEER m RUST D,I.P. FORCE MAIN uj — SEE NOTE 2.CONNECTION DETAIL FOR REVIEW/APPROVAL. _j .*�4 _i 0—Z Lj 0 LAJ /—BLOCK (Typ) 3 THE EXIST. SEWER FORCE MAIN SHALL BE PROTECTED 0 w IUj In 4 U-)V) Nt V)AND MAINTAINED IN SERVICE UNTIL THE TIE—IN OF THE 1,13 M fx MAIN IS COMPLETE. +EL.EV 84' 1 3 8-3: momw I r, �_1- , I l ii t� �t � TRENCH ZONE. NATIVE 1 (?) I I 1 - i I 5. THE CONSTRUCTION AREA SHALL BE MAINTAINED DRY AT EARTH BACKFILL COMPACTED z ALL TIMES. REFER TO THE STREAMFLOW DIVERSION PLAN 'I ,, i TO 90% RELATIVE DENSITY. ` I I o Uj I ON SHEET 2. F- V) V)6. FOLLOWING THE COMPLETION OF CONSTRUCTION, THE ------------------- ...... MATCH THE EXISTING CONTOURS.RIVERBED AND EMBANKMENT SHALL BE REGRADED TO L---------- 7 7. CONSTRUCTION SHALL BE LIMITED TO 20' EACH SIDE OF THE PROPOSED ALIGNMENT. I ------------ co 0 8. PROVIDE ELBOW AS REQUIRED FOR TIE—IN. IIPIPE ZONE. IMPORTED 9. TRENCH BACKFILL PER TYPICAL TRENCH BACKFILL DETAIL liTHIS SHEET. 0 I 4 CL Z 90% RELATIVE DENSITYA, ONSTRUCTION AREA WILL BE ADJACENT TO THE Uj 0 IPUMP STATION AND AS DESIGNATED BY THE ENGINEER. REMOVE THE fREMOVE EXISTING FENCE AS REQUIRED. REPLACE IN KIND AT PROJECT COMPLETION. It -_ SE OF EXIST.AND DISPO 0.T_ I8 SEWER FORCE MAIN. +11. REMOVE EXIST* 8 RY FORCE MAIN CONNECTION. C4 3::REPLACE WITH NEW W DIP SPOOL. Y BRIDGE AND 0 A DELIVER TO M _j CITY CORPORATION YARD TO U.J LOCATION DESIGNATED BY STREET TYPICAL TRENCH BACKFILL DETAIL SUPERINTENDANT. SEE NOTE 4, BASIS OF ELEVATIONS -----------SURVEY DATA PROVIDED BY: CHISELED BOX IN THE TOP OF THE NORTH SIDE REVISIONS CITY OF ATASCADERO CITY OF ATASCADERO SE FOR AN AUTOMATIC SIGNAL AT MILEPOST 227.7 ALO 7"&w NO. DESCRIPTION PACIFIC RAILROAD 1.0 MILE SOUTHEAST FROM THE 11S$10, ATASCADERO, CA. 9 -D G. PUMP Z005"TATION NO", 5 STATION AT ATASCADERO. o4 W wE R F 0 R 0 MAIN ELEVATION = 845.671 (C&G SURVEY 1929) ik c 04 95 rn I N I L OE:PLA AND PR"' ---TBM--- cl:TOP OF A SPIKE NEAR THE WESTERLY END OF ----------10 5 0 10 20 5851 Thille Street Suite 201 THE BRIDGE CROSSING ATATSCADERO CREEK.ELEVATION 843.83 Ventura , CA 93003 SCALE IN FEET DE Ic D Y: DRAWN BY: j,&K&,oBY: JOB NUMBER SCALE: SHEET: AJR/RGS 96109 1 =10'. 2 OF --- -------------------- ----------- 31-611 SEL. = 832.00 j - - . BACKFILL WITH MATERIAL 1 /4 TON RUCK ANCHOR WITH 1 /4 TON ROCK FLOW FROM STREAMBED TRENCH EXCAVATIONS 41 <, GROUT ROCK BUT NOT WITHIN 1 --6 OF FACE. F R Tt� TAIL._, 2 _ COMPACT T B0 (MIN} � ` , FOR CONCRETE �- , \ ENCASEMENT REINF. ` s- . 3� _ — EXISTING GROUND ti _ 1 �► F ,� ` w fi FORCE MAIN „ _I I= #4018 f / , E 3 TYP. . ,. CONC. PIPE ENCASEMENT a: 1 ! �' / .._.. - . FILTER FABRIC 1 TON 1 /4 TON ROCK. \/ �/ �/ �/ �/ �� �,� / r`f ------ GROUT LOWER " \ \ \ \ ..,::.:1 I (::-:_M_ NO OVERLAP IN STEEL WITHIN EACH SIDE 29 ONLY �` GROUT LOWER / - 1 /4 TON ROCK .�..� �� 2' (ONLY} ( � I _ 6 OF ANGLE. CONTINUE BARS - . 3 .......... FROM DETAIL — SEE PLAN •�._._....I I I..__._..��_� I._..,..,�.I ( ._... 2 1 )-6" 1 f REBAR SEE DETAIL PLACE CONCRETE AGAINST GONG, UNDISTURBED EARTH, 16 SQ. FT. MIN. ROCK PROTECTIOND ROCK, PROTEC110NSEC110N E ENCASEMENTSECTIONrF 7 NOT TO SCALE NOT TO SCALE �' NOT TO SCALE THRUST BLOCK. DETAIL 4 , NOT TO SCALE { ' MIN ,.....� � �....,...,. � ......... --STREAMDIVERSION PIPE 3'--6'► 16 D.I,P. . =a ., , .. ..,. ,.,. . ... .. .._ 1 CHAMFER ( , FORCE MAIN - _ .,_. . EMBANKMENT HEIGHT 10-#5 PER CONTRACTOR L, 4 SECTION , NOT TO SCALE CONST. JOINT #4@18 r w/ KEYWAYS 16 FLED COUPLING. COAT WRAP PER � k SPECS. ------�.,• X I ST. 16 . ACP 1 WATER DIVERSION EMBANKMENT. DEWATERING WELLS PER ._._ � 3„ i (TYP.} . . ..CATION PER CONTRACTOR CONTRACTOR TO MAINTAIN _ � BUT NO MORE THAN 20' DRY WORK AREA. FROM NEW SEWER. , #5x18"@18" E.S. W/9" PROJECTION NOTE LOCATIONS APPROX. 1 . PROVIDE 3" COVER FOR who 2" i ALL REBAR. , 1 PUSH—ON JT DI 2. ALL FORMS TO BE REMOVED. NOTE: G O► ATASCADERO CREEK . ALL FORMS TO BE REMOVED. 3. ENCASEMENT MAY BE POURED AGAINST EXCAVATED TRENCH WALLS IF APPROVED BY ENGINEER. CRITERIA IS VERTICAL FACE TIE:—IN DETAIL 1 WITHOUT SLOUGHING. IL NOT TO SCALE CONCRETEENCASEMENT DETAIL — 2 NOT TO SCALE 20' MAX. STREAM DIVERSION PIPE -- 16" SEWER FORCE MAIN ' ER CONTRACTOR. INP REVISIONS CITY 0 TA y 12" PIPES AS REQ'D. .�._ �} '�' ER . _ N0. 8Y DATE DESCRIPTION G. PUMP STATION MAIN ow STREAMFLOW DIVERSION PLAN ---------- s, No.V ,� SECTIONS. AND DETAILS ' NOT TO SCALE . 5851 Thille Street Suite 201civ ��� ill Wall __.____J Ventura , CA 93003 �} r 8 0 — 6 4 4--`" ! 0 4 QE IGN D Y: DRAM BY: CHECKED BY: JC}Q NUMBER SCAI.E: MET: AJR/RGS 96116 3 OF 3