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<br />0-1, 30' POLE W1TT MAIN CIRCUIT
<br />BREAKER, PG&E METIER &
<br />OVERHEAD 'LIGHT PER
<br />s PG&E GREEN BOOK DWG.
<br />025055 SHT. 6, FIG. 4.
<br />i
<br />I
<br />SS, 0,j)
<br />0cpEXISTIIaJG
<br />�J POWER POLE
<br />cfp _xis F�
<br />L
<br />CHAIN i_INK FENCING / �/ -LI NE Boy'
<br />OF
<br />SEEDETAIL -/ ExIST.�
<br />115 ji0Q.0OT'� P O'x1'E R
<br />AREA WITHIN FENCING AP;D / OT �/3� L0_.E
<br />T CO11 ROL �'
<br />DRIVEWAY 10 BE COVERED- - ✓' dQ �
<br />WITH COARSE GRADED PANEL
<br />AGGREGATE. SEE DETAIL• EX ST.
<br />X � ax-ANX0R
<br />cfpL II CABLE
<br />GENERATOR (SEE NOTES- k 6.A L00,p cfp <X �a I
<br />SHEEdp T49) /8' °J �� ',�
<br />y` PRESSURE SANITARY SEWER
<br />CLEAN OUT
<br />REP.10VABLE BOLLARDS 5' O.C. o
<br />I _
<br />HOLE TO BE - 1
<br />FILLLED TO ^104y! j
<br />45' BEND WITHII _ I I
<br />LL
<br />J ANCHOR BLOCK ail p'ccnj
<br />I
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<br />III I
<br />IL
<br />Ilii
<br />SITE PLAN rA
<br />'.
<br />1•=20' 50
<br />WARNING: CONTRACTOR TO TAKE ALL NECESSARY PRECAUTIONS
<br />TO AVOID OVERHEAD POWER LINE, POLE, AND TIE BACK
<br />CABLE REVIEW SITE FOR HAZARDS BEFORE OCCUPYING.
<br />CONTRACTOR TO LOCATE PAC TEL LINE PRIOR TO
<br />CONSTRUCTION.
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<br />v' BUBBLER CONDUIT`"'
<br />AL POWER CONDUIT
<br />' \\�x"�� - --BUBBLER
<br />CUTOUT IN FILLET TO 6"
<br />ACCOMMODATE BUBBLER I (TYP.) j
<br />��- 6"
<br />- - --
<br />C (MIN.)
<br />-- - - ---- - -- - - - Ir 18„
<br />�_ _ � i ' � �M•4X� _ -
<br />I
<br />VENT PIPE - - ---- -- -- -- - ---- ---- 1 --
<br />\�� -- _ _-- - - I •-' \a i 6" DIA.. AWWA C900 PVC P;PE
<br />17 -4"X6" DI REDUCER
<br />MJ 'MJ
<br />_011al L
<br />�- 4" DIA. DIP FLANGE 'PLAIN
<br />4" DIA. SPIT SLEEVE/141L - -'- f \- 4"x4"x4" D! TEE FLANGED
<br />-4" DIA. DI 90' BEND FANGED (TYP.)
<br />4" DIA. DIP PLAIN`S 1J ✓4" BALL CHECK 4" DIA. RESILIENT SEATED WAFER KNIFE
<br />FLANGED (TYP.) -J VALVE, FLANGED (TYP.) GATE VALVE WITH HAND`NHEEL, STAINLESS
<br />FLYGT OR APPROVED STEEL WETTED PARTS, TFE PACKING &
<br />EQUAL NEOPRENE SEAT, FLANGED. DeZURICK
<br />PLAN VIEW B RIO
<br />APPROVEDEQUAL.8 VALVE SHALL ORL BE
<br />BOLTED FROM BOTH SIDES AT ALL FLANGE
<br />BOLT HOLES. (TYP.)
<br />30 1/2"x51" COVER AND
<br />FRAME 30OLBS/FT2 LOADING
<br />COMPLETE W/UPPER PUMP
<br />/---COARSE GRADED AGGREGATE /,--GUIDE BRACKETS, LIFTING
<br />HANDLE, ALUMINUM ACCESS
<br />3" DIA. GALT. STEEL DOOR, CABLE HOOKS, CORD
<br />VENT PIPE, THREADED,
<br />WITH INSECT SCREEN HANGER, HASP, AND PADLOCK
<br />r -PAINT PORTION ABOVE KEYED TO CITY STD.
<br />GROUND RED'
<br />PRE -CAST WET WELL COVER
<br />11 SEE DETAIL _ �__. TOP OF SLAB
<br />4'' 1 -- ��.-_� �_ �_: 51 _ = �ELEV. 105.5 �- ELEV. 105.5
<br />IT a °.e' e- e'I _— T e e----
<br />- - - - - -- -
<br />e e
<br />POWER CONDUITS �__ _ I:12
<br />_STAINLESS STEEL
<br />MIN. 18" COVER (TYP.) T i;' ill _ °+ LIFTING CABLE. 1 FOR
<br />(SEE NOTE, THIS SHEET) `II '. EACH PUMP e
<br />A
<br />1/4r POLY" e
<br />SCARIFIED & RECOMPACTED NATIVE SOIL', PR PYLENE °
<br />90 o RELATIVE COMPACTION (MIN)CA' E 6'X6'X8' PRECAST `✓AL'�E `�AuLT WITH
<br />THROUGHOUT SITE �; I 2 HINGED, SPRING LOADED DOORS OF HOT
<br />ELEV. 103.0 f COD GRIP 1 DIP GAL'V'ANIZED STEEL OR ALUMINUM FOR
<br />I! i' lA
<br />FOR EACH je' a:� _300 LBSd/FT2 LOADING, SECURED WITH 5
<br />72" DIA. PRE -CAST i�l CA LE SIDED BOLTS. FORM Z 212 VAULT WITH
<br />MANHOLE SECTIONS I FORNI 66 --LPC OR APPROVED EQUAL
<br />4 DIA. PLAIN PLAIN -
<br />SEAL JOINT WITH - 11 I / 1
<br />E ° -
<br />e' 1�4" DIA. PLAIN 'Mi
<br />-> 'h�'-
<br />RAMNFRAIL BRACE BY j, --�--�EQUAL -
<br />QUN�
<br />w i
<br />PUMP MFR. AT _-- -H- - 71 le aC 1 INV9 7 4 0! -INV. 98.8
<br />3
<br />1 POINTS ON e I I --INV. 98.6 SLOPE TO DRAIN - FLEV. 97.5
<br />RAILS TYP.)
<br />/ II
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<br />a --e_–
<br />I.
<br />e �l j I \-3" DIA. SCH 40 PVC PIPE
<br />DRAIN 5% SLOPE MIN. SUPPORTS
<br />j 1 UNDER EACH VALVE
<br />2" DIA. SCH. 80 ° �} ` „ SEE DETAIL(A
<br />PVC PIPE — - eII I ,.',\ 3 DIA. FLAP GATE 3/4' CRUSHED ROCK 5j
<br />GUIDE RAILS
<br />.A it �I I " 8" THICK
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<br />4 DIA. 90 BEND
<br />MJ\MJ
<br />�-_ 4" DIA. D.I.P. FLANGED \ PLAIN
<br />I II
<br />-- ----- $� I i
<br />RAIL BRACE
<br />��'A NOTE :THE BUBBLER, CONDUITS & INFLUENT PIPE ARE f�OT
<br />�i 1 ! APPLY XYPEX COATING SHOWN EXACTLY AS THE SECTION LINE WOULD PROJECT
<br />k'r
<br />e_1 TO INTERIOR OF MANHOLE THEM. THEY ARE SHOWN IN THIS MANNER FOR CLARITY.
<br />,
<br />1, �l YI I SECTIONS PER MANUFACTURES
<br />8" PVC INFLUENT PIPE_ 1 ? I RECOMMENDATIONS
<br />(SEE NOTE, THIS PAGE)
<br />e
<br />F/L = 90.7 --LI
<br />HYDROMATIC S4MX PUMP ° it BASEPLATE, LEVELING
<br />WITH 7.88" IMPELLER AND - -�-_ BOLTS AND LOCKNUTS
<br />7.5 HP, 1750 RPM MOTOR1.SEE p FOR BOLT PLACEMENT
<br />- --
<br />WIRED FOR 230V 3 PHASE °.' - / l e e lrJj
<br />POWER (SEE NOTE 11 SHEET /'
<br />60' MIN SLOPE
<br />49) +
<br />+ /*+..': FF --.---------GROUT 85.1
<br />°. -
<br />LEVEL SENSOR WITH -,, + +_ +
<br />CONCRETE SLAB W/2 LAYERS
<br />7-
<br />INVERT AT 85.5 - - T -�e .f : {: ' .e'.e . ' .e + ° i n "
<br />#4 ®12 O. C. E. W. 3 CLEAR
<br />(SEE NOTE THIS PAGE) „ a I. e' -.•—e— e' :e'' .e
<br />18 °. P' °' ... .e. ..A' A ' !` e e• e. TO FACE
<br />i .. e' a e:.e'.e "•e. .. A e°
<br />eL aV.e' .e' .e a .e' .e'' e' e'e• .r ' .e-
<br />IIF2�- 3/4" CRUSHED ROCK
<br />4-'-
<br />6 8" THICK
<br />SECTION C
<br />/2"='' 50
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