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HomeMy Public PortalAboutCasanova Drive Storm Water Pump Station ModificationsW r a 0 Oce Bruning, Inc. 81062 Form 10414 r B r N 1 ELECTRICAL PANEL (EXIST) ) N T PUMPS I( EXIST) I 24" W.S. PUMP — DISCHARGE PIPE — _---LXIST) — / CL SUBMERSIBLE PUMP N 4 CO --J-� �-- _* of / CONCRETE BLOCK (4' x 4' ) (EXIST J / J _N Q J 25' - 0" 7/ / ELECTRICAL CONTROL PANEL - RUN CONDUIT TO ELECTRICAL POWER SOURCE 2" 90° BEND GRATE ( EXIST 2" PVC DISCHARGE PIPE EXIST. WALL OUTLET POWER SOURCE 2 2" 90° BENDS (SEE SECTION A -A) FLAP VALVES (EXIST) OUTLET TO CREEK CONCRETE SLAB (EXIST LAUREL CREEK J 1. PLAN SCALE: I" = 2' GENERAL NOTES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APWA -AGC STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1994 EDITION. 2. CONTRACTOR SHALL COMPLY WITH ALL STATE, COUNTY AND CITY LAWS AND ORDINANCES AND REGULATIONS OF THE DEPARTMENT OF INDUSTRIAL RELATIONS, O.S.H.A. AND INDUSTRIAL ACCIDENT COMMISSION RELATING TO SAFETY AND CHARACTER OF WORK, EQUIPMENT AND LABOR PERSONNEL. B LOCATION MAP SCALE I" = 600' SPECIFICATIONS PUMP: THE PUMP SHALL BE A SUBMERSIBLE SEWAGE PUMP, NON - CLOG IMPELLER TYPE CAPABLE OF PUMPING 125 GPM AT 10 FEET TDH. THE PUMP SHALL BE ABLE TO SUSTAIN TEMPERATURES OF 160' F (71' C) MAXIMUM AND BE CAPABLE OF RUNNING DRY WITHOUT DAMAGE TO COMPONENTS. THE MOTOR SHALL BE SINGLE PHASE 1/2 HP, 115 VOLT, 60 HZ, 1750 RPM. THE POWER CORD SHALL BE SEVERE DUTY RATED, OIL AND WATER RESISTANT AND OF A LENGTH CAPABLE OF REACHING THE PUMP CONTROL PANEL AS DESIGNATED ON THE DRAWINGS. WITHOUT INTREMEDIATE JUNCTION BOXES, PUMP SHALL BE GOULDS SUBMERSIBLE SEWAGE PUMP MODEL 3887, SERIES WS0511B, BF OR APPROVED EQUAL. PVC: PLASTIC PIPE: POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL BE SCHEDULE 80 THREADED PRESSURE PIPE AND FITTINGS AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM D - 2464. BALL CHECK VALVE: THE BALL CHECK VALVE SHALL BE CONSTRUCTED OF PVC TYPE 1 - GRADE 1 CONFORMING TO ASTM D - 1784 AND SHALL BE TRUE UNION DESIGN. WATER REPAIR CLAMP: WATER REPAIR CLAMP SHALL BE CONSTRUCTED OF 18 - 8 (TYPE 304) STAINLESS STEEL WITH DROP IN BOLTS, AS MANUFACTURED BY DRESSER INDUSTRIES OR APPROVED EQUAL. SIMPLEX SINGLE PHASE PUMP CONTROL PANEL: THE SINGLE PHASE PUMP CONTROL PANEL SHALL BE A 6" x 6" NENA 4X ENCLOSURE WITH A MAGNETIC MOTOR CONTRACTOR AND TWO 20' PIPE CLAMP FLOAT SWITCHES AND A MANUAL ON -OFF SWITCH, RHOMBUS TECHNOLOGY MODEL NUMBER 1110W110H OR APPROVED EQUAL. SHEET NO. 1. 2. 3.` SHEET INDEX CONTENTS LOCATION MAP, VICINITY MAP, SPECIFICATIONS, GENERAL NOTES, SHEET INDEX, PLAN VIEW OF CASANOVA DRIVE PUMP STATION MODIFICATIONS PUMP STATION SECTIONS A - A AND B - B MODIFICATIONS, CONSTRUCTION NOTES. SHEET 1 OF 2 (4 - 4 - 26) 'RENOVATING AND INSTALLING PUMP AT THE CASANOVA DRIVE PUMP HOUSE" ( RECORD DRAWING OF EXISTING CONCRETE AND STRUCTURAL WORK ) INCLUDED FOR CLARIFICATION SAN FRANCISCO VICINITY MAP DESCRIPTION 0 PROJECT ENGINEER APPROVED f a 0 CITY ENGINEER 9 7t W W 4 0 DIRECTOR OF PUBLIC WORKS 0 Lu Q > Ca U) Z 0 M 0 <0.4 Zcc W IL 0 v2 0 I— V) SURVEYED BY W C 0 d z 0 0 o m RLG DATE 6/94 z I W a CHECKED BY SCALE AS SHOWN PROJECT NO. CASE I DRAWER I6 SET 69 SHEET I OF 3 PUMP HOUSE OUTLINE Oc9 BruningInc. 81062 Form 10410 11-8-1/2"I 2" THREADED PVC I BALL CHECK VALVE IO'• L r 2' 0' 2" PVC DISCHARGE LINE L,_ECTRICrL III FLOAT SWITCHES SUBM-ERSIB 5'6" E PUMP NOTES: ie p . Dr; CONTROL CABLES ,r, I" PVC CONDUIT FOR ELECTRICAL CONTROLS ( CABLE LENGTH = 31' . ) ( PVC CONDUIT LENGTH = 201!) i PUMP ( EXIST. SIMPLEX SINGLE PHASE PUMP CONTROL PANEL WITH ON/OFF SWITCH EL. 101.81 EL 90.11 -J EXISTING WALL OUTLET // I a Ir 1F -IF- -It- -11 1�LJLJLL JL v v v a�� 1 EL 92.8. • —� SECTION A - A SCALE: I" . ,. 24"OD W.S. DISCHARGE PIPE (EXIST.) DRILL 1/4" HOLE FOR VACUUM BREAK SEE NOTE 2 6°r° 1. FOR DETAILS REGARDING EXISTING CONCRETE AND STRUCTURAL WORK PLANS SEE " RENOVATING AND INSTALLING PUMPS AT THE CASANOVA DRIVE PUMP HOUSE" . ( 4 - 4 - 26 ), INCLUDED AS SHEET 3 OF THIS PLAN SET. 2. SEE PLAN VIEW SHEET 1 OF 2 FOR PROPER ALIGNMENT OF 2" DISCHARGE PIPE. TOTAL 2" PVC PIPE LENGTH = 25 FT. W. 5,096.8 EXIST. CONC. BLOCK APPROXIMATE / CREEK BOTTOM EXISTING CONC. SLAB EL 101.81 EL 94.43 START UP FOR EXIST. PUMPS I I PUMP CONTROL PANEL BOX II EXISTING TRASH RACK I I i I 2 THREADED PVC BALL CHECK VALVE I 7,1-41 -11- II — iI iH 1\ I I I � 1 1 1 1 1 � 1,I EXISTING FLAP GATES 2" PVC DISCHARGE LINE CONSTRUCTION NOTES: 1 CORE DRILL THROUGH WALL AND INSTALL 2" PVC DISCHARGE PIPE AND RESILIENT WATERTIGHT SLEEVE ( LINKSEAL OR EQUAL ). 2 CORE DRILL THROUGH FLOOR OF PUMP HOUSE FOR ELECTRIC CONTROL WIRES. 3 INSTALL SIMPLEX MOTOR STARTER BOX ON PUMP HOUSE WALL. INSTALL CONDUIT ALONG PUMP HOUSE CEILING TO ELECTRICAL POWER SOURCE. 4 INSTALL 2" THREADED PVC 90 DEGREE BEND. 5 INSTALL NON -CORRODING PIPE BRACKETS OF APPROPRIATE LENGTH. 6 POWER SHALL BE SUPPLIED TO THE STARTER BOX FROM EXISTING WALL OUTLET, OR DIRECTLY CONNECTED TO EXISTING WIRING IN WALL. RUN ELECTRICAL CABLES. FOR CONTROLS IN 1" PVC CONDUIT ATTACHED WITH BRACKETS TO WALL. 7 INSTALL 2.35" - 2.75" OD, 7.5" WIDTH STAINLESS STEEL WATER REPAIR CLAMP TO FACILITATE SUBMERSIBLE PUMP MAINTENANCE. 8 TWO PIPE CLAMP FLOAT SWITCHES, INCLUDED IN SIMPLEX SINGLE PHASE PUMP CONTROL PANEL PACKAGE. SET TO LEVELS AS INDICATED. 9 INSTALL FLOAT SWITCH MOUNTING BRACKET, GOULDS PART NO. FSB1 WITH 304 STAINLESS STEEL MATERIAL AND NON-METALLIC CORD RETAINERS. m CO b P PUMP HOUSE OUTLINE F- r WIRING CONDUIT �\I F- EXISTING ELECTRICAL PANEL PUMP (EXISTING) FLOAT SWITCH MOUNTING BRACKET FLOAT LEVEL SWITCHES EL 92.00 HIGH LEVEL START-UP, FOR SUBMERSIBLE PUMP 7" e' EL 90.69 LOW LEVEL SHUT-OFF FOR SUBMERSIBLE PUMP 1 L_r_T_J SECTION B - B E r - L H SCALE :I = L I 1 1 — EL 101.81 HIGH WATER ALARM EL. 99.0 _-- EL 90.11 7 L_ J H DESCRIPTION z _0 I— W I— > CA An cca Z 020 n act Ir Z W IS' c<o o 0 sa CITY ENGINEER t 0 5 o >2 W O DIRECTOR OF PUBLIC WORKS rt SURVEYED BY W V C 6 2 O O m DATE 6/94 DRAWN BY RLG QW CHECKED BY AS SHOWN PROJECT NO. CASE DRAWER SET I 16 69 SHEET 2 OF 3 " /9 UR E L CREEfi 5%3" 3" /" f*v. /01.8/ /'3" /1-3� ay -911",3 0 C, 'Qv Furnish onr/ Ins/o// I c3G "Cr- L��,/G6er //a'i/7 /cti F/a,o Oa le I I H 11 Furnish ;x ,Pe/nove Ex/s/ /2" pipe S/ubs and /Wag oicening3 6 -I-2;p r7 Cut -98"Aide /n Exist goo Soh bendepisf " 60,...f See sec. 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Bars SECT/ON A-4 Co/ hors 'tied 8" info E3,/sf top .S/ob s E/ey. /0/.8/ " sr9 Bars @ 8" Eyrs/ Top ono' Bo/ bars in Roof _slab 7-o Rcina' 2 Le -9 -5'ors Ver/. DE TA/Z. /9 .Sca/c5 36 n A, Pe np base PL. 3l'Sg. Bend Ta" o one/ Ba/ S/ec / os /744e *4 0 Burs Top and Cot SECT/ON C -C -Scale /"=/, 0" .-. " " 1 l " " " 1 QP " " " " " 0 r i h Wren G/o/er ,9/ai-no .y N L" 2"be/a'e'on 4 hors e 4 4 `�� /9 iW dip. Ga/', 5/ee/-3 ,Pe9u,red DETAIL B sea/e q '=/'o" Pa mp 5,6ed see 5/ 7z /%woe 4c/ores ,Bland Anchor So//s /oca/ion and /Yo. delerinioed by Mon. Sian " /. -9 Tajo Bars /8"60/h a/y t Q Li " " " " �96acs /1"C/r. 4o/h !o'-" 3" SCa/e z i'/f-O" /ev 99. E/c'" 90. // See helot/ C 5.'n sh & Drive faro Treated.Daa(g/eo Fir Timber 9" --r- d et. aL v HILLSIDALE I�� i CITY OF SAN MATEO P2O'ECT LOCAT/ON P CITY OF BEL-MONT tar n AeOJECT thCAT/o/V /749 4/o Sca,� I/I " F " " " See P/on fq4 So/ I bors eccer r72 -ash Atha'  a  T " r T /o "`onc. See See /9-'9 for Wa//bars " " " " 9" ,z S/anless .Stec/ ,9ir fade C//,Pea' to alai/ on 3''Cenf E,vsf /2" J/ufu __J 4-- a "- *4'3.5 " Air tube Sec. 2 '-$" , " " " r "Sri /2 "ba/h u/y ro r 9@/5" n 9elo/z" See Sec E-" 9 far a/a// bars E/ev. .90.// 7 '- !o" " ���� ��" Ens /. /,2 ",o.k*,s SECT/ON 8-B Scale 1 /'O" NOTES A T//e (anlrocfar sfia// verify o// o//rr/ensaits /or /oco/ii{y and/or ho//s ace -arcing /o /he Man ufc/arcs Steandorr.(r 2. A// yrou/ir��9 s/��o// 6e accom,o/fished an /4 on e,0oxy resin of savr/a6/e bond s/rcn9/fi /o e.74" 17/# /i/o/ of concre% ate /4 slee/ /9//new sfee/ fi1a/ /s ,o/aced /n ex/sling concre% anc/ a// sar,4ces 6e/uieen o/c/ and neon concre% .silo!/ //e cool ed a//A /4e e/00xy res/.to 3. S4orirty aid/ 6e rerfvireo/ /o sapoor/ 'fie roof daring G'on.J/rac/%on 4 Concrete sho// 6e e/ass '9" taco ,OS/ anc/ a// exoasec/ fine%//oar/s sha// 6e corrosive rescs/an/ fee s6ee/ 2 for Sec/ nag/ euor.t and /4/m/o S//ed M',00n .7U/ Ces o f ,E,c/s/in9 Concrete sf/a // Se sonc/-6/osfed or Guire brushed In/,// a//ra/sf nos been removed /ronn any ex,00-sedSlee/ //sen fi//cc/w%fh.9'oaf 7 an /%13/�3 shod 6e C/ass 4 3 oop ,4s/ Coocrcfe Con/roc/or /11 MS f C/eon out S/rucfure before /s e/e,00sec/ and can begin a. 8. exrs ny ,oc/rr1F, /xxise auorX CDNTIACTDRAWING FRINTS WOT BEARING T"IS STAMP Alf OBSOLETE FOR CONTRACT rURPOSES REVISION NO. DESCRIPTION DRAWN BY CHECKED BY APPROVED BY DATE CITY OF SAN MATEO IfE/V01/9T//!/G /9%!/D I/VS/ALL CALIFORNIA /4/6 famfri AT AWE CAM- NoVA D/P/!/E RUM/7 h'O1/sE CO/VCLETF /9ND $T/6(YCTJt,9/ ;miff SCALE As S/1 oaun *moves CITY 6pINS BOOK NO. DRAWN BY J. D. /% cNK. BY NAM BY DATB PUN CAS! 9 DRAWER 9 MILT Z6 Sheet' /o,< I - 16 - 69 3 of 3