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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 />EP,�4
<br />TRlCAL „oJ2"CI!NEL - �-4'Clow or equal- i 2`011
<br />4°PU, Dezu erK or equal i
<br />J "SDfrom
<br />Checkered fz' / i
<br />Refenlion Basin
<br />y YY bY` yyy�Y` yvYv. � fxpan, Jf. 1 1
<br />iYY YY iY ibY ,t, `
<br />Gra
<br />ir:-7g
<br />O
<br />I -
<br />ThrUS/ f 4"D/P My ' � o .:%;'�c • O, I---1 -- - --. i O
<br />-------`-
<br />See DETAI 11
<br />ti
<br />YYY Y iY
<br />Y` Y YYYYYYY rYYYYY` YYYYY 'K4a4SS4Sl K4�`M44�Y`
<br />yy ,,
<br />4 iNiYYYYYYYYYYYYYSYSYYYYY` - - - - - -
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<br />� O D, 1. Yi YSY` YYSY`Y y° �{y� �Y�Y �' �' `'R\ 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
<br />X O En J/ \
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<br />,1YYYYYY`hYY YYYYYSYYYYYY` \ , 'rY'iiii p
<br />YYY`iYYYYYYYYYYYYYYYYYYy ' \1
<br />`� ; p7 SD, from Ex/5f
<br />Station W&I we!/.
<br />Lj
<br />Q Epoxyy coated steel J Y� i � I
<br />Ftex Cplg., Rockwell i I?elraclable
<br />Cor7cre1e Encasement No. 411 W/restrain) / I 5=0" Handle,
<br />See •067-arz 4 i or equal (Tya,) See DerArz 1
<br />/ - - -
<br />`I ,4!41.,77,Checkered R, Hinged x12 X 6"Cone. Slab S (Reir�f samoe as 3-xI2 Conc S,ah 4
<br />Checkered R Hinge ` Tyf' of 2�
<br />See Oer,4rz s PLAN
<br />4 Scale: 3,B'=1=0„
<br />Checkered Plate LCA, Backwell
<br />Seat, See DETA1Z 2 No. 912 or equal, Grafin Seat
<br />(Typ 4 rvilh restrain/. See De A7L G
<br />�Tsp> e
<br />Z^' '6 Bars around �`5 @ 9r'EW 4
<br />framed 0/0enir7g Top 301/0,77
<br />/0/// (' To 3o1f0m
<br />yP P J
<br />4 9
<br />Thrus f Block ,r-- - - / _3
<br />6 Swrn C V , T � El, 17.00
<br />See Oe 7-,4,f 11 Clow Sec%11400,olarn .• ° ; - - -- ---- --
<br />4 or egelal CTyP' of 2) _
<br />LIC
<br />- - 4 -EL. /4. oo 6C�J2 "EW
<br />1- I -- - - - ---- d \ ° £ac/7 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 Ilght pole support 35' 20' EXST 1511 SD
<br />see Fence Details, Posf
<br />f (TO BE REMOVED)
<br />Detail � depth af+mbedrnent I
<br />sha/! be Sff. - 6q-1 Top o,(Slope 6�
<br />PUMP STATION1/6
<br />TIEIN DE ST + 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 (,'' ) / !?"SD._ r' ♦ `` NET WELL -_ --
<br />yP. _ ® EXST 2711 SD
<br />r ° GONG. 5Lt 9 �I / lu✓ 2.10 j UD ( TO REMAIN)
<br />tib Transformer n x
<br />+� 21
<br />EXST 1511 SD
<br />/N v. eL./a,s(i2"7/✓) � � / FILL WITH �j��
<br />,� ! 'Double Gate
<br />7Nv. EL. 1/.04 r,"oor GROUT R
<br />O
<br />,
<br />( OW
<br />7/JV. FL. 74ao �-72"our � � .3 AC Pavement
<br />I
<br />I
<br />— /6'Drivetva
<br />CONSTRUCT MANHOLE 11
<br />EXST 1511 S.D. OVER PIPE AND BREAKOUT
<br />TOP OF PIPE WHEN \Drivewa fo be constructed
<br />COMPLETED
<br />__PUMP STATION SITE PLAN
<br />Scale., 1'/-- 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 2711
<br />FD TO NEW PUMP STATION,
<br />2 2 GSP Weld Orr"nn el Fi . 264 1
<br />9 dim, Embed In Ll a11,
<br />a or equal(ryp.) ° ' e one each side.
<br />See DETAIL 7 1IL
<br />Valve Box - Brcaks '7416Grout wilh ° 4 J
<br />C,- equal wi1:5 cover Cement mortar cernentrrrorfar,
<br />Wafer tighffoinl • : ' (ryp.)_ ,1
<br />Pro vide 1 �'— Ynv - t n 2.00
<br />orn/s c moria) IxI "Alum,
<br />z 132 2-0 Precast 30'ISO G bar welded
<br />Reir7/arcedcor7crete fo barrack �7/SD from
<br />• Retention Basin
<br />r' e section -
<br />I I •
<br />a Submersible ; 1 I � " • u
<br />Pump Motor - Inv £l 1.9 I I £L l 9S de
<br />(4�required, - wale, 7,0
<br />1-5HP. spot --+-- --- ---�- - (,tyP)
<br />. i—t-—�. -- r� --rr—���--�
<br />min. El. -l.0 - � r • -1
<br />o
<br />L 3X5ac3iB„ArLm
<br />• with anchor.
<br />See -DE—TAIL� 7
<br />416
<br />Drschar e base elbow. Drmension er l0"Crushed Rock NorEr See 2Q -A145
<br />9 P for rei'goer7ernen Q
<br />Provide reducer ft . Mfr. re viremen/s Bedding, Ca/trans
<br />g q C/ass .� materia/ ar0undooenings
<br />as 77ecessary to in slabs and walls
<br />accomodate discharge ryP)
<br />piping,
<br />SECTIONAL ELEVATION
<br />Ve
<br />�+ 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 />_I:n
<br />NOT LESS T 3 TIES
<br />t1 ° MIX. (TOSS SECTION CF
<br />T _ POST N11H MN. B'
<br />f... ,e mNcxETe
<br />OUBLE LEAF GATE DETAIL POST DETAIL
<br />GATE POST 31/2"1.0.
<br />CORNER POST 2•' 1.0.
<br />LINE POST 11/2'• I.D.
<br />BRACES 1 I/2• 1. 0.
<br />g p g p us e
<br />in writing and must be approved by the preparer of these plans.
<br />DATE: JulW 1998
<br />SCALE: As Shown
<br />DRAWN BY: V G,
<br />CHECKEDBY A-2-a,S.
<br />PROJ. MGR.: A' C,
<br />PROJ.ENGR,: fZ.E„q.
<br />rye «4
<br />_ _ _
<br />DdIk
<br />IL
<br />_ SACRAMt'�TO
<br />1 91(0446_,020
<br />NOLTE and ASSOCIATES
<br />Engineers / Planners / Surveyors
<br />SAN DIEGO SAA' IOSF �ti'�LNUI (RLfK
<br />z,
<br />1�,i�1 �n-+�1++z Kauai gin; -+alto ai;l+lsa -nuhu
<br />g p g p us e
<br />in writing and must be approved by the preparer of these plans.
<br />DATE: JulW 1998
<br />SCALE: As Shown
<br />DRAWN BY: V G,
<br />CHECKEDBY A-2-a,S.
<br />PROJ. MGR.: A' 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 />SAN DIEGO SAA' IOSF �ti'�LNUI (RLfK
<br />z,
<br />1�,i�1 �n-+�1++z Kauai gin; -+alto ai;l+lsa -nuhu
<br />4
<br />_
<br />__ _
<br />L AT H R O P
<br />0
<br />D
<br />MTC
<br />_.__
<br />1-9-91
<br />>
<br />-
<br />-------
<br />-- -
<br />i WA5 2 JOINT' > gkA IZOII ID PKF_CA�T
<br />NC
<br />BY
<br />DATE
<br />_
<br />REVISIONS
<br />FENCE ELEVATION
<br />FENCE DETAILS
<br />®ACE i0 59.gYID APTETl ALL 0n
<br />PEi10E C016TROCTgN 6 Cp.RETgJ SSS
<br />OT16t1N5E ORECTEO BY TlE BJG.Eet
<br />L POST
<br />LIE POSTS AT 1000' O.C. MAX.
<br />NTEiNALS WAC AMD T�
<br />IN BOTH O TICK EXCEPT T T
<br />RIS 6GAC M TFVSSIS 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 />JOE NO
<br />SAN JOAQUIN COUNTY CALIFORNIA 2738-88-01
<br />7 ---
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