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r,v
<br />Aluminum Grating,
<br />Hinged. Hr"ngqes
<br />6'rSwin 9C•U -CIOW Sec/ 1/400 (Plarn) simrlar to c.�ikr k'
<br />hinges, See De•r,4rc 3
<br />or equal (7-p. of 2J 4
<br />l0'-6a
<br />2 ri 3 6 EPl4
<br />TRlCAL "o'J2"CI!NEL - �-
<br />4'Clow or equal - i 2`011
<br />4°PU, Dezu erK or equal i "SD J frorn
<br />Checkered fz' / i
<br />Retention Basin
<br />fxpan, Jt 1 1
<br />Grair:-rg
<br />O
<br />I -
<br />ThrUSt f 4"D/P My ' � o .:%;'�c • O, I---1 -- - --. i O
<br />-------`-
<br />See DETAI 11
<br />ti YYY Y .Y
<br />Y` Y YYYYYYY rYYYYY` YYYYY 'K4a4SS4Sl K4�`M44�Y`
<br />yy ,,
<br />4 YYYYYYYYYYYYYYYYSYSYYYYY` - - - - - -
<br />iN.YYYYYYYSYYYYYYYYYYY`.Y
<br />`YYYYYYY`YYYYYYYYYYYYYYY`--
<br />/' /P YYYYYY iY rY rY YYYYYYYYYYYy `�'(��(V,-
<br />� O D, 1. Yi YSY` YYSY`Y y° .{y� �Y�Y �' �' `'R\`a 94h444� \O Li• _
<br />�` ` HY dYYYYYY wY YPY'y1W -J I - / + 'i l�'�'y�✓�i r�V�'✓•�`�` � I � I , I
<br />YYY. YYYyYSYYYYYYYYYYYYYY` MV.LJ.Y.4J•G.1[�� `Y J I a X O En Jt \
<br />YYYyYYYyYYYYYYYYYYYYYYyy` /
<br />,1YYYYYY`hYY YYYYYSYYYYYY` \ . 'rY'iiii p
<br />YYY`iYYYYYYYYYYYYYYYYYYy ' \1
<br />`� ; p7 SD, frorrr Ex/5f
<br />Station W&I we!/.
<br />Lj
<br />Q Epoxyy coated steel J Y� i � I
<br />Ftex Cplg., Rockwell i I?efractable
<br />Concrete Encasement No. 411 W/restraint / I 5=0" Handle,
<br />See •067-aJz 4 i or equal (Tya,) See DerArz 1
<br />-
<br />`I A1um Checkered R, Hinged xl2 X 6"Cone. Slab S (Reirrf same as 3-xI2 Conc S,ah 4
<br />Checkered R Hinge L Typ of 2)
<br />See Oer,4rz s PLAN
<br />4 Scale: 31B'=1=0„
<br />Checkered Plate fCA, Rockwell
<br />Seat, See DETA1Z 2 No. 912 or equal, Grafln Seat
<br />(Typ 4 with restraint. See De A1L G
<br />�Tsp> e
<br />Z^' '6 Bars around �`5 @ 9r'EW 4
<br />framed o/cening Top Bof/Orrr
<br />/0 / // (' To 3otf0m
<br />yP P J
<br />4 9
<br />Thrus f Block ,r--- - / _3
<br />6 Swrn C V , T El, See DETA7L 11 l7. 00
<br />Clow Se& 1140oplarn . • ° ; � a, . - - � -- ---- --
<br />4 or egcral CTyP' of 2) _
<br />LIC
<br />- rt 4-FL. /a. oo 6C�J2 "EW
<br />1- I -- - - - ---- d \ ° £ach face
<br />6'F/ug valve Bar Rack
<br />DEzuarK Serres ' °' % "X 2/ A/um.
<br />/00 lever opt or S bars L� /3,_1" O,C.
<br />equa/(Typ, of'?^) � � • • ��`cs ` i h
<br />• • �, Bar Rack Guide,
<br />/ " Ad - Proe support 'Alum 4"X2 inside
<br />light Sfd. (,�'or defarls I I 55, 27//SD F.yom SformwaferRe&,?Ilcn Basra
<br />see Sheet 5) - - -- --
<br />r'or 1lght pole support 35' 20' EXST 1511 SD
<br />see Fence Details, Posf
<br />f (TO BE REMOVED)
<br />Detail � depth of+mbedrnent I
<br />sha/! be Stf. - 6q-1 Top o,(Slope 6�
<br />PUMP STATION1/6
<br />IN DEXST + br
<br />VET WELL
<br />3'a.C.Paveme,7 t /
<br />° INV. EC.13.4 INV. 2.04
<br />�aurd (l2`IN) O — EJc15L PUJ77P STAT/ON
<br />�x ti Post (,'' ) / /2"SD._ r' ♦ `` NET WELL -_ -- yP. _ ® EXST 2711 SD
<br />r° GONG. 5Lt 9 �I / lu✓ 2.10 j UD ( TO REMAIN )
<br />hb Transformer n x +� 21
<br />EXST 1511 SD
<br />/
<br />,� ! 'Double Gate
<br />rN( v. EL.1/.04 r,"oor GROUT ROW
<br />O
<br />,
<br />rut! FL. r4ao �-r2"our � � .3 AC Pavement
<br />I
<br />I
<br />— /6'Drivetva
<br />CONSTRUCT MANHOLE 11
<br />EXST 15" S.D. OVER PIPE AND BREAKOUT
<br />TOP OF PIPE WHEN \Drivewa fo be constructed
<br />COMPLETED
<br />__PUMP STATION SITE PLAN
<br />Scale., I "= 10'
<br />NOTES:
<br />I. REMOVE HUMPS AND PIPING FROM EXSTING PUMP STATION,WET WELL ( SHALL BE PROPERTY OF THE OWNER)
<br />AND PLUG EXST 16'S.D OUTLET, AND FILL WET WELL TO ELEV., 2.10 TO CONFORM TO 'THE INVERT OF 27°
<br />F D TO NEW PUMP STATION,
<br />2 2 GSP Weld Grinn el Fi . 264 1
<br />dim, Embed /n Ll al/,
<br />a or equal(ryp.) ° ' e one each side.
<br />See DELarz 7 1IL
<br />Valve Box - Brcaks '7416 Grout with ° 4 J
<br />or equal W/:,.5 cover Cement mortar cemenfmorfar
<br />Wafer tighffoint • : ' (Typ.)_ �
<br />Pra vide 1 I _ Ynv - In 2.00
<br />orris c trrr'n,) txI "Alum,
<br />z 152 'I D, Precast 30'ISO G bar welded
<br />Reir7/o,-cedconcrete to barrack ?7"SD from
<br />r' e section -
<br />Retention Basin
<br />I I •
<br />a Submersible ; 1 I � " • u
<br />• ' Pump � Motor � - - - � Inv £l 1.9 � I I £L l 9S � — • I 12 Pro L•: •de
<br />(4�required, - Walersfao
<br />/ SHP. spot --+-- --- ---�- - (,tyP)
<br />min. El. -l.0 - � r • -1
<br />o
<br />3 a
<br />A .7 Sk 3/e"AA-r77 u
<br />•
<br />—i with anchor. -1
<br />"• �o • .. ° : See -DE—TAIL� 7
<br />*6@ 121'EW
<br />3=0"
<br />Z=0"
<br />Dlschar e base elbow. D1' pension er l0"Crushed Rock NorEr See DETAIL 5
<br />9 P Beddin Ca/trans for refrrforcernen 4
<br />Provide reducer ftg. Mf'r. requirements 9 araundo erren s
<br />as rrecessar to C/Qss.� material ° 9
<br />y in slabs and walls
<br />accomodafe discharge c�ryP)
<br />piping,
<br />SECTIONAL ELEVATION
<br />Scale; %"=1=0"
<br />I 1 'HARD G. ?
<br />u• 2 ?7 '� V
<br />UNAUTHORIZED CHANGES & USES
<br />CAUTION: The engineer preparing these plans will not be responsible for, or liable for,
<br />unauthorized chan es to or uses of these laps All chan es to the laps m t b
<br />rye «4
<br />g p g p us e
<br />in writing and must be approved by the preparer of these plans.
<br />DATE: Ju/W /998
<br />SCALE: As Shown
<br />DRAWN BY: V G,
<br />CHECKEDBY .C'.v",S.
<br />PROJ. MGR.: G1A'C,
<br />PROJ.ENGR,: fZ.E„q.
<br />_ _ _
<br />DdIk
<br />IL
<br />_ SACRAMt'�TO
<br />1 91(0446_,020
<br />NOLTE and ASSOCIATES
<br />Engineers / Planners / Surveyors
<br />SIN DIFGO SAA' IOSF �ti'�LNUI (RLfK
<br />z,
<br />1�,i�1 �n-+�1++z Kauai gin; -+alto ai;l+lsa-nur:u
<br />4
<br />_
<br />___
<br />L AT H R O P
<br />0
<br />0
<br />MTC
<br />_.__
<br />1-9-91
<br />>
<br />-
<br />-----
<br />-- -- —
<br />I WA5 2 JOINT' > gk/ IZOII ID PKF_CA�T
<br />NC
<br />BY
<br />DATE
<br />_
<br />REVISIONS
<br />_I:n
<br />NOT LESS T 3 TIES
<br />t1 ° MIX. (TOSS SECTION CF
<br />T _ POST N11H MN. B'
<br />° cnNq f �Te OUBLE LEAF GATE DETAIL POST DETAIL
<br />GATE POST 31/2 I.D.
<br />CORNER POST 2" 1.0.
<br />LINE POST 11/2'• I.D.
<br />BRACES 1 I/2• I.D.
<br />FENCE ELEVATION
<br />FENCE DETAILS
<br />®ACE i0 59.gYID APTETl ALL 0n
<br />PEi10E C016TROCTgN 6 Cp.RETgJ ASS
<br />OTt6t1N5E ORECTEO BY TlE B•KIESt
<br />L POST
<br />LIE POSTS AT 1000' O.C. MAX.
<br />NTEiNALS WAC AID TLVSSIED
<br />IN BOTH O TKC EXCEPT T T
<br />n4S 6GAC M rPLSSI4S MAY
<br />SE OMITTED MtJ3J TFE PAEIM 6
<br />STGET( BY EOW.BJT
<br />LINE POST BRACE DETAIL
<br />PUMP STATION SHEET
<br />27
<br />VALLEY HAVEN STORMWATER CONTROL FACILITIES of - - sFiEEs
<br />-• -
<br />JOB NO
<br />SAN JOAQUIN COUNTY CALIFORNIA 2738-88-01
<br />7---
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