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DRAWING SHEET DRAWING
NO. TITLE NO. NO. TITLE
SURFACE AERATORS
GENERAL
21 SA -1 PLANANDDETAILS
G-1 COVER SHEET
G-2 PLOT PLAN AND DRAWING INDEX ELECTRICAL
G-3 HYDRAULIC PROFILE AND FLOW SCHEMATIC 22 E-1 PLOT PLAN AND LEGEND
23 E-2 HEADWORKS- PLAN AND SINGLE Ll IN,E,
DIAGRAM
24 E-3 AERATED LAGOON -,SCHMATIC AND SINGLE
TYPICAL DETAILS
LINE DIAGRAM
T-1 LEGEND AND GENERAL NOTES
25, E-4 SCHEMATICS
T-2 CONCRETE JOINTS AND REINFORCING
26 E-5 TYPICAL DETAILS
T-3 MISCELLANEOUS CONCRETE DETAILS
T-4 MISCELLANEOUS METAL DETAILS
T-5 YARD PIPING DETAILS
T-6 ABOVE GROUND PIPING DETAILS
T-7 'MISCELLANEOUS DETAILS
'T-8 GATE SCHEDULE AND MISCELLANEOUS DETAILS
YARD
Y-1 GRADING, PAVING AND YARD PIPING PLAN
HEADWORKS
H-1 PLAN,
H-2 SECTIONAL PLAN
H-3 SECTIONS AND DETAILS
H-4 SECTIONS AND DETAILS
H-5 STRUCTURAL DETAILS
H-6 STRUCTURAL DETAILS
H-7 ARCHITECTURAL ELEVATIONS, ROOF PLAN ANDIHVAC
H-8 ARCHITECTURAL DETAILS AND SCHEDULE
10.8-209
JOHN CAROLL. O ENGINEERS
JOHN A. C^ROLLO. P.E. (1906-1971)
H. HARVEY HUNT, P.E.
v- E s s I
HOWARD M. WAY, P.E.
DONALD R. PREISLER, P.E.
IsPHOENIX WALNUT CREEK FOUNTAIN VALLEY VISALIA
k
A CALIFORNIA CALIFORNIA CALIFORNIAARIZONA GAIL P. LYNCH. F.E.WALTER R. HOWARD, P.E.
4.
J. DAVID GRIFFITH. P.E.
CITY OF BAKERSFIELD
WASTEWATER TREATMENT PLANT 3 1981 INTERIM IMPROVEMENTS'
AL,
,
A�
R AV l4a", t -N, 0 -E X,
DATII DR^wtN43 NO. sHft9T
CHECKED
DTAowlk AIN&
IDIRAWN TRACED Ravisto 2 26
No. OPF
® UNLESS DETAILED, SPECIFIED OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE AS INDICATEDMATERIAL EXISTING REMOVE NEW ANGLE (STRUCTURAL) L SIZE AND ABBREVIATION
THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS VIEW IN SECTION ANCHOR BOLT AB
THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS OR IN SPECIFIC DRAWINGS. BLIND FLANGE BF AIR FILTER 011 AF
�( n pb ... :® �p
CONCRETE CLASS A, o b. ® 8 CAST IR CI
" ' CENTER LINE �,
® All CONCRETE CONSTRUCTION,INCLUDING BENDING OF S, SHALLCOMM ITHA.C.I. L 11 �:'.:: - AIR OR GAS DIFFUSER
B AND D p�.. ' : o
CODE REQUIREMENTS FOR REINFORCED CONCRETE" (®C.® 318-7)® CHLORINE SOLUTION C
_ CLEANOUT C AIR RELIEF VALVE O" A.R.V.
•Os
® UNLESS S OTHERWISE ON THE PLANS THE MINIMUM REINFORCEE CONCRETE LL SLABS CONCRETE CLASS "C" I. CTINU S CONT.
SHAH BE AS FOLLOWS: DIAMETER DIA. OR 0ANGLE VALUE 0" A.V.
8" THICK OR LESS USE #5B 12" E.W. �� / LB ELL.
10" – OR THICKER USE #5A 12 E®W..F® ����
STEEL �� o, ' EACH EA. AUTOMATIC AIR VENT 0II A.A.V. �}
E.W. DENOTES – EACH Y. HIE NOT – E EACH FACE E.F.
E.W.E.F..OENOTES – EACH WAY EACH FACE H2E DENOTE – HOOK TWO ENDS.
T b DENOTES - TOP BOTT ,�� � � EACH SIDE ES BACK PRESSURE CONTROL VALVE 0" BPCV
CAST IRON 1 11 i EACH WAY E.W.
IO/ / I E BALL VALVE 0" BV
T E . ---
Q ALL WALL REINFORCEMENT AT CORNERS OR JUNCTIONS OF WALLS SHALL CONTINUOUS, LAPPED9 OR ELEVATIONELEV.
TERMINATED IN A 90 DEGREE HOOK. LAPS SNAIL CONFORM WITH NOTE �� ,� x FEET FT. OR BUTTERFLY VALVE 0" BT.V.ALUMINUM �/,I �< FLANGE FLG
® UNLESS SHOWN OTHERWISE ALL BARS SHALL BE DOWELED. All DOWELS SHALL B SIZE D � �. FLEXIBLE FLEX. CHECK VALVE 0" C.V.
SPACING AS THE REINFORCEMENT WHICH IS TO BE SPLICED O THE DOWELS. SEE EL VE -77771 GYPSUM WALL BOARD GWB.
MASONRY r/ / i INCH IN. OR DIAPHRAGM VALVE 0" D.V.
CONCRETE COVER OVER REINFORCEME SHALL BE AS FOLLOWS:41 INSIDE DIAMETER I.O.
LI E 1
INVERT INV. EQUIPMENT DRAIN O" E.D.
A. SURFACES NOT EXPOSED DIRECTLY TO THE GROUND, WATER OR MARKMK
WEATHER AFTER FORM REMOVAL:RUBBER I\e�e�\��`i MANHOLE MH EXP. JT. OR FLEXIBLE VIBRATION JT. 0" -- -
CONCRETE SLABS --------------------------------------- 1-172" �� "� ` MAXIMUM MAX.
CONCRETE BEAMS, GIRDERS AND COLUMNS, WALLS----------- 1-1/2" MINIMUM MIN.
FLAME ARRESTER 0" F.A. ---
B. SURFACES EXPOSED DIRECTLY TO THE GROUND, WATER OR WEATHERWOOD NORTH I NORTH N.
AFTER FORM REMOVAL: NUMBER NO. OR # FLAME ARRESTER & THERMALLY OPER.
FOR #5 BARS OR SMALLER_______________________________ 1_1/2" ON CENTER O.C. VALVE 0" F.A. & T.V.
FOR #6 BARS OR LARGER________________________________ 2" OjUTSIDE DIAMETER OD
CONCRETE PLACED DIRECTLY AGAINST GROUND --------------- 316 EARTH /`"�/ ` .® ®® REDUCER RED. FLEXIBLE COUPLING O" F.C.
C. REINFORCEMENT SHALL BE PLACED WITHIN A TOLERANCE OF +1/41' OF SCHEDULE SCH.
POSITIONS SPECIFIED. VIEW IN PLAN SOUTH S. FLFXIBLE RUBBER CONNECTION OR
STAINLESS STEEL ST.STL. RUBBER HOSE O"XO" —
THE REINFORCING BARS FOR ALL SLABS, BEAMS AND COLUMNS SHALL HAVE A MINIMUM EXTENSION 71 STATION STA.
ANCHORAGE INTO SUPPORTS IN ACCORDANCE WITHA.C.I. CODE (318-77)® OPENING I �'� TOP AND BOTTOM T & B GATE VALVE 0" G.V.
TYPICAL TYP.
�8 BAR SUPPORTS AND SPACERS SHALL BE PROVIDED IN ACCORDANCE WITH A.C.I. CODE® VERTICAL VERT. GLOBE VALVE 0" GL.V.--
WEST W
�9 STIRRUP SUPPORT BARS SHALL BE PROVIDED BETWEEN ENDS OF TOP R REQUIRE ALUMINUM GRATING � WITH W/ HOSE VALVE 0" H.V. �_....
10 KEYWAYS AND RUBBER WATERSTOP SHALL END 3" BELOW THE TOP OF WALLS, UNLESS THERE IS A
WITHOUT W/0 THREE WAY MIXING VALVE 0" 3 M.V.
O ALUMINUM TREAD PLATE
SLAB ON TOP OF THE WALL, IN WHICH CASE IT SHALL END T BOTTOM OF THE SLAB. I JO
WHERE RUBBER WATERSTOP TERMINATES AT ADJOINING SLAB OR WALL, RUBBER WATERSTOP SHALL NEEDLE VALVE 0" N.V.
BE EMBEDDED IN ADJOINING SLAB OR WALL A MINIMUM OF 6 4 A t b K E "V" I Al"I 0" ON" Z03i
PIPE CAP 0" —p
11 THE SLUMP TEST SHALL BE PERFORMED IN ACCORDANCE WITH ASTM C-143 AND SHALL E THE PAVEMENT 1 I I\Lyp
FOLLOWING:
PLUG COCK 0 P.C.
SLUMP RANGE IN INCHES
A. CLASS "A" CONCRETE_______________ 2-11211 _ 411 GRAVEL
am s1 PLUG VALVE (ECCENTRIC) 0" P.V.
B. CLASS C CONCRETE_______________ - 1®
ASBESTOS -CEMENT ACP PRESSURE GAUGE MK @ P.G.
12 CONCRETE CURING COMPOUND SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS® SIDEWALK CAST IRON CIP
CAST IRON, GLASS LINED GLCIP PRESSURE REGULATING VALVE 0" P.• REG. V. _L
13 WATER CURING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE SPECIFICATIONS. S CONCRETE CAST IRON, BELL & SPIGOT BS CIP
WORK REQUIRES WATER CURING, AS MEMBRANE CURING IS NOT ALLOWED.. THE CONTRACTOR R CAST IRON, MECHANICAL JOINT MJ CIP PRESSURE RELIEF VALVE 0„ PRV
THAT WATER CURING IS DIFFICULT AT TIMES DUE TO WIND AND DRY CONDITIONS® THE CONTRACTOR P
SHALL STUDY REQUIREMENTS AND SHALL FURNISH ADEQUATE SYSTEMS TO PROVIDE THE SPECIFIED CAST IRON, SOIL CONCRETE REINFORCED LISCISRCP PRESSURE RELIEF VALVE &
WATER CURING WHERE REQUIRED. TOP OF WALLS SHALL BE KEPT VISIBLY IS7 T ALL TIMES DUCTILE IRON PIPE DIP VACUUM BREAKER O” PRV & VB
SHALL BE FLOODED NOT LESS THAN THREE TIMES DAILY.
DUCTILE IRON, MECHANICAL JOINT MJ DIP
14 SEDIMENT TRAP 0" S.T.
UNLESS SPECIFIED OTHERWISE, THE LENGTH OF LAP FOR SPLICES SHALL BE LENGTH "B" HE PLASTIC, FLEXIBLE FPC
--
MORE THAN 1/2 THE BARS ARE LAP SPLICED WITHIN THE TABULATED VALUE BELOW AND LENGTH "" PLASTIC, RIGID (POLYVINYL -CHLORIDE} PUMP SOLENOID VALVE 0" S.V. —
WHERE MORE THAN 1/2 THE BARS ARE LAP SPLICED WITHIN THE TABULATED VALUE BELOW.REINFORCED PLASTIC MORTAR® TECHITE RPMP
STEEL BLACK BSP
#4 #5 #6 #7 8 9 10 11 CORRUGATED METAL PIPE CMP FOUR WAY SOLENOID VALVE 0" 4 S.V.
TOP BARS* (LENGTH "B") 15 18 2 AEALLDw"STEEL, GALVANIZED GSP „
(LENGTH "C") 19 24 31 2 5 70 88 11 �B�U STEEL, CEMENT MORTAR LINED AND COATED CML & CSP THREE WAY SOLENOID VALVE 0"3 S.V.
OTHER BARS (LENGTH "B") 12 13 17 23 30 38 48 5 VITRIFIED CLAY VCP SQUEEZE VALVE 0" SQ. V.
(LENGTH "C") 14 17 22 0 9 0 63 78
tTOPGTHS BARSAREA
SHOWN IN INCHES) AA IN STEAM TRAP 0" S.T.
ALL HORIZONTAL REINFORCEMENT SO PLACED THAT MORE T 12 INCHES F I —T ON
CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. NEW STRUCTURES
THERMOMETER MK E] TEMP. G. Q
WATERSTOP SHALL BE PLACED IN ALL CONSTRUCTION, CONTRACTION, AND EXPANSION JOINTS Ll EXISTING STRUCTURES UNION O"--���----
WATERBEARING SLABS ANO WALLS, INCLUDING GROUNDWATER BEARING SLABS AND WALLS EXCEPT
INTERMEDIATE WALLS IN A WATERBEARING STRUCTURE WHICH IS NOT INDICATED TO HAVE WATERSTOP. NEW PIPING WYE TYPE STRAINER 0" .Y--+-
WATERSTOP IN THE WALLS SHALL BE CARRIED INTO SLABS AND SHALL JOIN THE WATERSTOP IN THE DETAIL OR SECTION IDENTIFICATION
SLABS. EXISTING PIPING ---
16 rN N
NQ BACKFILL SHALL BE PLACED AGAINST ANY STRUCTURE WALL, UNTIL THE WALL HAS REACHED FULL OR _ _ �` rt DETAIL OR SECTION IS TAKEPd F N (i 5' " Y' M Ot 0 3" (0 )" L S
STRENGTH AND THE CONNECTING SLABS HAVE BEEN CAST AND HAVE REACHED FULL STRENGTH. ON THE SAME SHEET 40 0 P161 A
HIDDEN LINES __________________—____________________.___
DETAIL OR SECTION MAY BE �Typ
CENTER LINES- - \_. _
0 TAKEN ON SEVERAL DIFFERENT
_
_ SHEETS
GENERAL. NAOTESO'k HANDRAIL
(TYPICAL ALL STRUCTURES )
DETAIL OR SECTION IS TAKEN
EXISTING CONTOURS 30 -® _ ON THE DRAWING INDICATED
NEW CONTOURS 308
DETAIL OR SECTION IDENTIFICATION
1. WALL REINFORCEMENT SHALL BE PLACED AND GROUTED AS DESCRIBED IN THE SPECIFICATIONS. NEW FENCE x x D-12 "� DETAIL OR SECTION IS TO BE
2. ALL WALLS SHALL BE REINFORCED WITH A MINIMUM OF #5 VERTICA'_- REINFORCING GROUTED AT EXISTFNG FENCE x ac x— FOUND ON THE SAME SHEET
4'-0" O.C. AND WIRE JOINT REINFORCING SPACED AT 1'-4"O.C. SEE WALL ELEVATION t
NOTE #5 FOR ADDITIONAL VERTICAL REINFORCEMENT ADJACENT TO WALL OPENINGS® REMOVE FENCE x x x� DETAIL OR SECTION IS TO BE
3. ALL VERTICAL REINFORCING SHALL EXTEND TO ROOF LEVEL OR SHALL BE WELDED ANCHOR FOUND ON THE DRAWING INDICATED
IN SLAB ABOVE AND SHALL BE DOWELED TO THE FOOTING WITH TCHING DOWELS. LIGHT POLE
4. ALL DOWELS SHALL LAP WALL REINFORCING 40 DIAMETERS AND EXTEND INTO FOOTING A MINIMUM
OF 24 DIAMETERS. OR HAVE STANDARD HOOKS WITH A 12 DIAMETER EXTENSION. PP
5. A #5 VERTICAL BAR SMALL BE PLACED AND GROUTED AT ALL WALL CORNERS AND WALL INTER- POWER POLE AND LINE E E E
SECTIONS AND A #5 VFRTICAL BAR SHALL BE PLACED AT JAMBS OF WALL OPENINGS AND SUCH PROPERTY LINE
FOOTING AS SPECIFIED IN PARAGRAPH (4) ABOVE
6. WALL ABOVE DOORS OR OTHER OPENINGS SHALL BE REINFORCED WITH NOT LESS THAN TWO #55'� DRAWING CROSS t"EFEPREIN"CINU
BARS. BARS SHALL EXTEND BEYOND EDGE OPENING 2 FEET -1 INCH® SLOPE 10.8-209
7. THE BARS IN HORIZONTAL LAP SPLICES SHALL BE ALIGNED VERTICALLY AND TIED® ALIGN Tj �YFP -,
HORIZONTAL BARS VERTICALLY AT BENDS AND TIE. STAGGER SPLICES.
JOHN CAROLLO ENGINEERS
JOHN A. CAROLLO, P.E. (1906.1921)
✓ - H HARVEY HUNT, P.E.
HOWARD M. WAY, P.E.
PHOENIX WALNUT CREEK FOUNTAIN VALLEY ViSAUA DONALD R. PREISLER. P.E.
ARIZONA CALIFORNIA CALIFORNIA CALIFORNIA GAIL P. LYNCH, P.E.
�y WALTER R. HOWARD, P.E.
J DAVID GRIFFITH. P.E_
x y
CITY
1 TY OF BAKERSFIELD
14
' WASTEWATER TER TRE TIENT PLfNT 3 1981 INTERIM IMPROVEMENTS
s
t
` ` 4 a an loft NEW& I tr*
TYPIC
t5 r� A L DETAILS
�T� _._ F ,t[� LEGEND AND GENERAL COTES
70-\ MASONRY NOTES r3 WUKK
DESI [O CHECKED DA 7[ DRAWING NO. N[[i
_ JG,?°
DRAWN TRAc�, Revlsea
C.X0.4 of 26
NON! 1 1111, 111 11
SAME AS DETAIL BELOW _
FOR JOINTS SEE BELOW _
NOMINAL 10
12
"x" KEYWAY.
�- - - - p p
FOR LOCAT I OPil OF REINFORCING CONTINUOUS
REINFORCING SEE THROUGH JOINT. ®.� ®P
DETAIL DRAWINGS.
� � - �-{ '�„a Ci Hi Q '� Li N I T' � 1�,, qat� �R.CU�'E D
FOR LOCATION OF i i. c�.. �I.rq c,;�
- oma- - - • ,A � " � REINFORCING SEE . .
A _ TO 5- 0" O
DETAIL DRAWINGS.
121f WIRE TIES @ 2'-O" O.C. MAX.
FOR SLAB LESS THAN 12�THICK ON GROUND 4t �- . C� �i ?J'- o" ro �-� -. t4-" OPEN t N CS . '
WALL OR SLABITSINGLE CURTAIN
r�" c'i I _ _ . c{..'-- 5" T 0 51-0" tJ r' � h1 t t? , , � ; ,,� ,- ,5" H 1 G k-1 6 R O U TE CJS
FOR SLABS, EDGE TOP OF EXPOSED SLAB � � � -�. .'•� L.t�T��(vvx��� �'•o'
REINFORCING REINFORCING TO Coo O!1 opN'G,)
CONTINUOUS 1-1/2" DINTS AT 1/4" RADIUS -„FOR WALLS, FORM �. -�
it BOTH JOINT EDGES AT 1 /4 RADIUS ` , PLACE TWO BARS AS SHOWN AND �
)R WALLS, FORM BOTH JOINT 1-1/2 FOR SLABS, EDGE TOP OF EXPOSED THROUGH JOINT. ALIGN BEFORE PLACING DOWELS. `�¢-------
EDGES AT 1/4” RADIUS. SLAB JOINTS AT 1/4" �ADIUS. .� DOWELS SHALL BE LOCATED WITHIN
T\IW 17
'a �� pD SPECIFIED TOLERANCE. -BEARING
WALL
�
10011 If
A A INTERIOR NON � � � R I N� A L.,
-QQ, .� - , _, ® _ .` Q�.A- •,-,-,; _ ®� 611 WATERSTOP SHALL RE � •® - ' ':-
®�® ; , A ® a - - . ° NO ROOF OR FLOOR LOAD}
CLEANED THOROUGHLY �� i 4
BEFORE PLACING CON- ,� -
'Do CRETE. (TYPICAL ALL _ r- �' s-
°+
- , WATERSTOPS.) f `"' f - c
WALL DETAIL _ - _ _ . _®L It OF SLAB OR WALL 1- 1511 70 87 c-
n� - ® _ WIRE TIES @ 2'0" O.C. ,- 1 ® ��g �:A. o.{�I{ t_ �' ..I° 1{;?'�I�
VERTICAL JOINT, A , , - ,_ ��, I pr�v��.. MIN)MUM
MAX I MUM. HOG RING _-' { 0`- I `� Z`
; II t}� I3 ARI KCS C `` 1 �`
REINFORCING ' ' - KEY CENTERED IN MAY BE USED IN LIEU - 2-1 /4 3-3/411 SANDBLAST JOINT AND ��•3 @ 1t�" i�IN • SE. E.
A c�, , OF WIRE LOOP. - - • : e . AGK �„D G.;Ci c.;�i ,.�
CONTINUOUS ®, - - -
T ,. _ SLAB OR WALL. (TYPICAL ALL WATER- a®'' - 6" .am REINFORCING PRIOR TO ,:� ® :' ;° -�
- w � � � S � r t� i2 C 1 N Ci 5c� •. p E.-CA1 L, S A 7 `�T'12,,.
THROUGH JOINT.- �oo _ - - _c
. `- •�, PLACING NEXT SLAB OR RIAS, t-f•�Cf� S,
- - .
STOPS. , - _ � �_t� la.
SANDBLAST JOINT & .� - WALL. °
NOTES:
REINFORCING PRIOR b
TO PLACING NEXT SLAB '° 1. SANDBLAST JOINT THOROUGHLY BEFORE PLACING WALL. ,• i
OR WALL (TYP. ALL - - _ e ;�•
a, ,� 2. FOR WIRE TIES, SEE TYPICAL DETAIL 20 ON T-2 a
4 -' - a TERMINATED WITH STANDARD 90 J t r
CONSTRUCTION JOINTS). ®�- : ; .A _ _ NOTE 3 . DOWELS SHALL BE / ,
HOOK AS SHOWN ABOVE, OR TERMINA
TED WITH A HOOK
WATERSTOP FROM WALLS
EMBED, CONSTRUCTION JOINT LENGTH SHOWN ON THE PLANS. ?` 5 Tt��'? r30 i TOM,
ABS CONSTRUCTION JOINT 6" INTO BASE SLAB AT POINTS 6" WATERSTOP
FOR UNDERSIDE OF EXPOSED SL WHERE THE WATERSTOP IS NOT
FORM BOTH JOINT EDGES AT 1/411 REQUIRED TO CONTINUESLA13 DETAIL EXTERIOR OR BEARING WALL
RADIUS. THROUGH SLAB.
(NON -WATER BEARING SLABS AND WALLS) I L. WALL)LOCATION
C.N4. U. E
low& 27' (;UNZjTRUUTIUN JOINT AT WALL TAILS
��
TYP.
y \ZyPJ WITH NU A T E ONO "E" T
CAULK WITH SYNTHETIC RUBBER WELD 1r2 0_� C, 0 NST & T = R U1 (ft; T I U N J 0" INT. lie WA UF WALL OPE'"NINGS
gull" LAP EACH MIN. CAULK WITH SYNTHETIC
FOR WALLS, FORM STRIP 4"x3/3 "JOINT STRIP 4-#5 x 5°-O" DIAGONAL CORNER
BOTH FACES 1/4" ON EXPOSED SURFACES OF SLABS RUBBER AND FILLER ON
RADIUS. AND WALLS. 1" THICK IF
EXPOSED SURFACES OF BARS FOR EACH MAT OF REIN-
a NOT SPECIFIE0,1 SLABS AND WALLS. ADDITIONAL VERT. FORCING BARS AT RECTANGULAR
• BARS ON TWO OPENINGS
z n - .10. • �' SIDES OF OPENING.
EXPOSED W HORIZONTAL BARS AS
1 21
EXPANSION JOINT SURFACE - � INDICATED ON STRUCTURE
DRAWINGS.
ro
T/2+1/4"
o: PVC I L o T/2+11 x,411 INTERRUPTENOR I ZONTAL®BARS .
SYNTHETIC SPONGE
RUBBER FILLER.
� a v �- _- �"- +3#SFORHOOP
EA®HA�OF®OPNG.
c FOR WALLS, FORM BOTH
%c® aQ. FACES 1/4" RADIUS. FOR ®Q -° Q� �� REINFORCING BARS AT
V , ;� - CIRCULAR OPENINGS
►® � SLABS EDGE EXPOSED _
EDGE TOP OF EXPOSED SLAB WITH 1/4" RADIUS ® ° n "' f>✓
� , 6 WATERSTOP ADDITIONAL .NORi Z.
SLAB WITH 1/4" EDGER. "-.. 9 CENTER BULB WATERSTOP 6 WATERSTOP
p SYNTHETIC SPONGE
• Q RADIUS EDGER® ,, •a' � � SHALL BE CLEANED THOROUGHLY �� BARS 0 TOP b BOTTOM.
RUBBER FILLER =
as �d �� BEFORE PLACING CONCRETE® - ° �
A �„ � 2 �" CLEAR � 2 2 CLE R � OF OPENINGS
OF WALL �� •
ch m
Q ® ® OR SLAB _ 11
ao � ° I _ WIRE TIES @ 2 -0
g o° e o FILL VOIDS AT JOINT ar, 411 4°' O.C. MAXIMUM. �►
WITH SYNTHETIC RUBBER. _. _jar IMP 9
14 a ®® SPACING X/2 5PACING S/2
SPONGE RUBBER. .. e
EXTEND TO GROUND
'' VERTICAL BARS AS INDICATED
WHEN SLAB ON GRADE. -------�- _ 48 DIAMETERS
® � , �_ EXTENSION X X ON STRUCTURE DRAWINGS.
A A a SPONGE RUBBER I N _
WALLS OR SLABS. - HOOKED BARS WHERE
T/2+1/4" SHOWN ON PLANS No -INTERRUPTED VERTICAL BARS
SPONGE RUBBER
(TYP 1►' ° FOR EXPOSED BOTTOM OF SLAB
1 "( TYP ®) FORM 1/4" RADIUS. NOTES
• a� PLACE TWO BARS AS SHOWN AND ALIGN BEFORE PLACING 1. NUMBER OF ADDITIONAL VERTICAL AND HORIZONTAL BARS AT EACH EDGE OF OPENING SHALL
a EXPANSION JOINT DOWELS. DOWELS SHALL BE LOCATED WITHIN SPECIFIED
FOR EXPOSED BOTTOM OF SLABS.. `' � �,. MATCH 1/2 THE AREA OF INTERRUPTED BARS.
FORM 1/4" RADIUS.ty_ NOTE. TOLERANCE.
- 1 THICK IF NOT
2. PROVIDE STD. NOOKS ON BARS IF SPLICE LENGTH EXTENSION CANNOT BE OBTAINED.
SPECIFIED ON PLANS. SLABS ON GRADE SHALL BE
SUBGRADE DETAILWALL THICKENED TO 12" AT JOINT NOTES: 3. PLACE ADDITIONAL BARS IN SAME PLANES A5 INDICATED REINFORCING.
WHEN SLAB IS LESS THAN 12
11
THICK. SIMILAR TO TYPICAL 1® SANDBLAST JOINT THOROUGHLY BEFORE PLACING WALL. 4. PLACE #5 DIAGONAL BARS UNDER INDICATED REINFORCING.
DETAIL 20 ON T-2 2, FOR WIRE TIES, SEE TYPICAL DETAILS 20 O T -Z
3. DOWELS SHALL BE TERMINATED WITH A STANDARD 90® HOOK AS SHOWN
DETAILWALL DETAILSLAB ABOVE, OR TERMINATED WITH A HOOK LENGTH SHOWN ON THE PLAN
S.
,00=*44a, f%uZ�p 3 -\ k'o &N&3m`TKww&§U`TIAftN J"I""Im A WALLS z5 ADDITI
NAL REINFORCING Ah"I"m OPENING
,.- TWITH %TAT' A T E R Z&B Tu` Pv_
(22� EAFAN%j'-lL)N JOINT W ma �T%%yftwopol,/IN CONCRETE
�Ly2p DOUBLE AMOUNT OF REINF.
3/4°' CHAMFER - AT ALL SLABS WHERE DOWELS
�� c • m . ® ARE TO BE BENT TO PROVIDE
• 1x4 CONSTRUCTION ACCESS WAY.
1x4
= LAP SPLICE LENGTH ® '� �t ��
SHALL BE IN ACCO -
DANCE WITH NOTE 14 ` 4 x W 2x4
SEE TYPICAL DETA 1 ALTERNATE
N T-
ON LL ENGINEERS
NL E1 >
* STANDARD 900 HOOK DIRECTION OF
** HOOK NOTE : 11 11 �V� ,�. .
� � W � � - •�� H HARVEY HUNT, P.E.
.� � PHOENIX WALNUT CREEK FOUNTAIN VALLEY VISAUA HOWARD M. WAY, P.E.
DETAIL REFERS A , *��-,ti -,1'�. n IR.
` ' � � DONALD R. PREtSLER. P.E.
®� {�`, <O��'� +, ARIZONA CALIFORNIA CALIFORNIA CALIFORNIA GAIL P. LYNCH, P.E.
® ut . . I �� � ` e p _ WALTER R. HOWARD, P.E.
`� ) E4 ' 1# fi .� J. DAVID GRIFFITH. P.E.
ONLY TO -SLABS
ON GRADE �A
` jy1\ ; .:�;', CITY OF BAKERSF IELD
r - - 1561 .h WASTEWATER TREAT�ZE�iT PLANT 3 � 981 IIvTERZM Z1�PhOV'Fx.1E?vTS
CAL. I
.r
TYPICAL DETAILS
�,�i,F�` CONCRETE JOINTS AND REINFORCIN"'
m sowALL LoO #4 u„,.= DE SIGN CLrEC D DATE � �}�, � DRAWING NO. SH[ET
2REIN FOR(;`E ME aN*T Al umK` N E A r3�O� T Not M 00% 0% wft A mft ..... N2
"goth, T btj U UV N DRAWN TRACED REVlslra ~ No� o�' 26
TYP jc_E
i
CHAMFER (TYP.)
1'° STEEL BULKHEAD PLATE,
1/4 THICKNESS AS SHOWN
GATE SLIDE 225 STANDARD BELL
PAINT ALL EXPOSED •�
STL • W/COAL-TAR EPDXY RING INSERT
o EQUIPMENT BASE
�'• - • AS SUPPLIED BY
- a ° CUT FROM MANUFACTURER'S
`� ° ° - • - ° BELL RING.
3` MANUFACTURER. A *,
NEOPRENE SEAL !'° • _ ® _ �'
W/ST.STL. RETAINER -
PLATE & ST.STL. CAST IRON CLASS"C" C• C 1 IRE TIES @ 2" O.° • �.
FASTENERS. F -THIMBLE °
- 1" LAP FOR COAL -TAR
` . - EPDXY.(TYP. EACH SIDE). LENGTH
COT 2 . C,ALV• SHEET METAL _ -
�.� - '` COVER. FASTEN TO CONC. / , ° �° _ _ • :. a
o ..� NAILS @ 18 O.C. EACH EDGE . - . - d • . .
� °, • _'• • - 610 ANCHOR BOLT
cr,: :. - PAINT SURFACE /BOND BREAKER - :. •• . °
v - 1 '° RADIUS
fa 3/4►' CHAMFER DETAIL 6ff (TYP.)
/
4 ST.STL. STUDS r, _ CORNERS{TYP.)
c, _
EQUIPMENT BASE
WALL SL �'
�" •_� -
NONSHRINK .1 1
z 1 1'' CL r III GROUT
1 , GROUT - "� �, , HEIGHT TO SUIT EQUIPMENT -
1-1/2 - 1-1/2 9" CENTER BULB 14ATER STOP '' y' ' �d ° FURNISHED OR AS SHOWN
• ° ' ' " ON PLANS.
BULKHEAD LTETHICKNESS
1-0 2 10 - 1 _0 WALL REI FRCI - c a - ® 3" MINIMUM (TYP.)
1100-R AS or-nID. AS H N PLA PIPE DIAMETER PLATE THICKNESSdid
° Q
4811
NOTE_: #4 @ 9" #4 0 12"
NEOPRENE SEAL MAY BE MOUNTED (TYP. 4 SI ES) ROUGHEN TO 1/4" APLITUOE ANO
ON THE FRAME IN LIEU OF THE WALL O SL THICKNESS COAT I4ITH EPDXY BEFORE PLACING
SLIDE AS INDICATED. = REINFORCE AS REQUIRED FOR PRESSURE I PIPE SCHEDULE. A S CTI CONC, FOR EQUIPMENT BASE SLAB.'
f} #4 @ 12 H2E
ALL FOUR SIDES
OF BASE SLAB
276
'� FLUSH Su"TT00"M %S"Wlu'o"E U'ATE ruTUROE EA" a P" A " Nk" Sol UA`N J00" I 'NT
TYP RTFE.EL BULKHEEAD "b� EQUIPMENT BASE SLAB
27 r6 0
vyP
10" UNLESS OTHERWI '1� WELD SIZE = BARO.D.MINUS 1/16" SEE PLAN FOR
N TED ON THE PLANS. ABRASIVE EMBEDDED STAIR ,®® ,JOINT TYPE. EXTRUDED RUBBER
NOSING 4°' WIDTH MINIMUM. REMOVE CONCRETE S SHOWN. FILLER REINFORCING CONTINUOUS
1/211 R. INSTALL RUBBER TEST (MIN.) � RUBQERBEADS(TYpE�1C T1�10 THREADS EXPOSED
AND COAT SURFACE ITH EPDXY SPLICE WITH LIKE BARS.
W PRIOR TO PLCI CONCRETE.
''aC 4 • #4 (TYP. } L e, . • /I 11201
LEVELING NUT.
° z z 3 (MIN.) _
a 0 a In 3'° (MIN.) EQUIPMENT BASE.
° °
NOTE: ° . p �, _ ®•
ANY SCREWS IN STAIR da _ °® • • • VARIES
NOSING SHALL BE o ® ®� �° ;• CAUL /SYNTHETIC RUBBER
CONCRETE SONY 0 EXPOSE SURFACES F WALLS 1 p
TYPE 304 OR �• � � NOTE: � ) �. ° J a ' ' •
TYPE 316 ST. STL. ® �' UNIT S SPECIFIED. FTE THOROUGHLYCLEANING. - ` NONSHRINK GROUT.
D+� THIS DETAIL APPLICABLE WHERE ATESTOP I DAMAGED DURING CONSTRUCTION O I Q '
w ,. � STEEL TUBE (ON MACHINERY ONLY).
MISSING IN EXISTING STRUCTURE AND I NEE T KE THE JOINT WATERTIGHT. o
�° •® 1/8" THICK WASHER.
UUN(Cw& R E T E %S -i T E at 'j" Lrj'#- E 'A WAT E 0 R Zo J% TO% wt -0%o OREFA K DETAIL
T' I L uA"`NToKm`u`hL JOANT°° ®ff +2
Tyl YF
1/8 ® D DIAMETER OF ANCHOR BOLT.
c ,
COAT JOINT ITH = Qo•
BONG E E • �° , 4"D' NOTE:
I ANCHOR BOLT SIZE AND LENGTH AS
_ THROUGH BOLT INDICATED ON THE DETAILED PLANS.
CLASS "C" CONCRETE CAP®
__ EQUIPMENT BASE IF SIZE AND LENGTH IS NOT SPECIFIED,
ANCHOR BOLTS SHALL BE AS RECOMMENDED
- ®' '•� °°• . 2 G SHEET METAL ® ---------- BY THE EQUIPMENT MANUFACTURER. WHERE
•°® RAP REINFORCING WITH 1-1/2" NONSHRINK GROUTJ �z;x 1/8� ANCHOR BOLT DEPTH CANNOT BE PROVIDED
- -- ° •° ° • ®• • TWO COMPLETE LAYERS ' f
-~ �,/ Ike BECAUSE OF CONCRETE SLAB OR BEAM
,1 ®® F ELECTRICIANS TAPE LEVELING NUT ,I THICKNESS, PROVIDE EXTRA THICKNESS
I OF SLAB OR BEAM TO ACCOMMODATE ANCHOR
� • •.� � •' PRIOR TO PLACING CONCRETE. � .
BOLT. USE FOR SLABS ON GRADE OR WHERE
PIPE SLEEVE I , D. =BOLT INDICATED.
z�WALLS
..„- �' % DIA, + MIN.
{
1 6ffx6"x3/8" PL. FOR BOLTS
1-1/8"0 AND SMALLER,
6"x6"xl/2" PL. FOR BOLTS _ 112"
Im U U K t U N Z5 H U UO' Ns 1-1/4"0 AND LARGER.
► -/ TYP TA I L
I D� CONTINUOUS SYNTHETIC
- RUBBER BEAD (TYP.)
Icl
i / 1
YZ`4`7yr:��_5` k , ;i��i2CSOBUL SETA L b q bio ANCHORBoLl
2ff 2 f f
i
\zy.
TYP
,•
TIE INTO TOP 10.8-209
TEEL OF SLABS
`r, R - 2_1/2°' (TYP.) OR 6" INTO BOTTOM
...._ _
...._ -~---- �"1 -, I �.. .. _ a, f o d O F BEAMS • CAROLLO
-._
4 °, H. HARVEY HUNT. P.E.
,- kf 6x2 0 n D
ADDITIONAL
{ 1 � _•� �,, � JOHN A. CAROLL,.O P.E. (1806.1971 )
Z,1 ° ` HOWARD M. WAY P.E.
If s' x PHOENIX WALNUT CREEK FOUNTAIN VALLEY VISAUA DONALD R. PREISLER. P.E.
Li - �' �- L _ �A REINFORCING . _ R = 2- 1 / 2 6b ° ° � FCS, !/ ARIZONA CALIFORNIA CALIFORNIA CALIFORNIA GAIL P. LYNCH. P.E
�p
'3� �\ � /? , WALTER R. HOWARD. P, E.
L0 L1ti
-�."� �w •�� r J. DAVID GRIFFITH, P.E.
•
", 3/4" TYPE 316 �. �� _
/ _ WASTEWATER TREATMENT PLANT 3 1981 INTERIM IMPROti'�?I�1I�NTS
M I
,,.. .� T . TL . ROD.
TYPICAL DETAIL'S
4•
-Y
.` ;` Fra °,'� MISCELLANEOUS CONCRETE DETAILS.
G]7
Rk A M E U ACEEIONtC CHECKED DAit, DRAWING I'd 0. �NR[Y
DIV . � S
6\ zAIE F ETAIL r6'0 LIFTINU 00"I N P`E T I L
-.-SL I
DRAWN TRACED R[vdsED T 4111111111110`3 No. 6 oor 26
_.....� i
CAULK
ALUM. AN � TWO 3-314"x3-314" ALUM. PL. . 1/2"p PIPE SYNTHETiCHRUBBER. ►® „ REAM PIPE FOR ,
BOLT /FOUR 1/4 ST.STL. BOLTS 1 1 2 FREE FIT. E -ND CLOSURE
GROUT SOLID TWO BLOCKS ALU ® EXT U ®® TREAT ALUMIU I CONTACT ANO WASHERS. SLOT HOLES I
1- , U PAINT PER
sd , /CONCRETE / COATS ►, ��MAX.HIGH. FILL HEAD JOINTS. ICKPL TES 3/8 HIGH x 1/2 SPEC. 411
•. ' � ' , ®� BITUMINOUS NOUS O ,
•.+ �+ LONG ONE END. HAND TIGHTEN 1-112" CH®4ALUM.
AND DOUBLE NUT BOLTS F•a 1
. 8 CONCRETE EOh® SLOTTED END. IPE (ANODIZED) ► °�, °°WEEP HOLES -- ....-- A- -•. -.. ® —.
BEAM BLOCK... : , % • � IN ALL POSTS.
2-5 EXTENDED BEYOND ® MFR'S. STANDARD SPLICE
�� f ' ®®' ° ''a NONSHR INK GROUT UNLESS SLEEVES ASSEMBLY.
"-]## i/ T.TL. BOLTS (TYP.) o ,,, NOTED OTHERWISE.
EDGE OF OPENING
EACH WAY (TYP..) ° ; PROVIDE 1-1/4"x SLOT 3/$'°x3/4" LONG NOL SLIP I EN® CLOSURE
CAULK WITH SYNTHETIC RIBBER MIN.) ° ° �' POST ANCHORAGE
IN KICKPLATE.
L AIL 2x2 (MIN.),�
AND MAKE WATERTI('1IiT® (TYP• ALUM. SPACER 1/2 THICK ALUM. PL. WELDED
® w ° t
ALL AROUND BOTH SIDES). � � 1/ � F N 4 BLOCK ETWEEN 3,1 TO PIPE HANDRAIL.
T FTE FORM
`� L® KICKPLATE = 2°_O11 FOR TOP MOUNTED USE
® a ° c 2-1/2 PLASTIC °IPE
✓�® e POST.
SLEEVES OR STYROFOAM '
® . i®• ° `�' �o INSERTS UNLESS OTHER- i 2°° 1 2" CONCRETE ANCHOR.
WISE NOTEn. 1 I 0
EXTERIOR INTERIOR ®®. ® ® _ Z. �;`. „ =.: „ CONCRETE
e' 12
°° !� ST.STL. 112"0 CONCRETE W -NOR
.(MAX.) ® FOR SIDE OR WALL MOUNTE ® C xlx.1 ANODIZE ALUM. KICKPLATE WHERE R 11 CONCRFTF ANCHOR. I EIV PATE
a. REQUIRED 1/8 ,
/ USE MFR S. STD. WALL BOLT TO POST WITH BOTTOM 1/4" CLR. FROM SURFACE. ANCHOR.
BRACKET b FOUR 1/2 PROVIDE KICKPLATE T ALL PLACES WHERE DROP FROM
FI LTE1 SEE SP . ®� ST.STL. CONCRETE ANCHORS. ONE LEVEL T ANO®H EXCEEDS S 4' -0" . q -� ST®. SINGLE IBRACKET
LOUVEK� PER SPECIFICATIONS.E ED .•
SPECIFICATIONS7 � � „ „ NOTES:
1 / x -8 ALUM® ROD —_ _ -
e �
NOTES: ANCHORS 21-0" O.C.MAX. 1. PLACE CENTER OF HANDRAIL " FROM EDGE OF CONCRETE UNLESS _
�ECTIQN1. FOR GRATING SEE SPECIFIC TIO D NOT LESS THAN TWO PER OTHERWISE NOTED.� e
. THERE SHALL NOT BE R THAN 1/ S • COAT ALUM® ROD 2. PLACE HANDRAIL POSTS OPPOSITE EACH OTHER HERE ILS
CLEARANCE BETWEEN THE FTE EMBEDDEDI CONCRETE 1ZINC ARE PARALLEL. '
t
NOTE: CHROMATE PRIMER® 3. COAT ALL SURFACES OF ALUM. THAT COME IN CONTACT WITH CONCRETE �,
' GRATING AND THE INSIDE SURFACE BITUMINOUS COMPOUND OR ZINC CHROMATE S SPECIFIED.—
,per_ � . , _
ALL FITTINGS FOR �� THE VERTICAL LEG THE REBATE a. SLIP JOINTS SHALL BE PROVIDED IN HANDRAIL WHEN CROSSING EXP. JTS.
ATTACHING LOUVERS �� OR THE WALL. _ -
SHALL BE TYPE ®THE HORIZONTAL BE G L THE SHELF AND NOT MORE THAN 24'-0" O.C. SET GAP 0" 125®F 3/8'° 25®F.
304 ST. STL. A4 "r �" CONCRETE B®N ANGLE SHALL NOT BE LESS 1, 5. STAIR RAILS ALONG WALLS SHALL BE FASTENED WITH STD. ALL BRACKETS
BEAM BLOCK• @ '-0" O.C. MAX. END OF RAILS SHALL HAVE CLOSURES. ®••:
•., .- �� �• .THE WIDTH OF THEE AND THE 6. ALL HANDRAILS SHALL BE FIXED UNLESSOTHERWISE �
NOTED. °
SHALL BE 1/4°' LESS THAN THE T F TE' 7. HANDRAILS ALONG WALLS SHALL BE SINGLE RAIL WITH HEIGHT T �'.�•®•' "
tr
GRATING, AND THE TOP THE ANI TOP RAIL ON OPPOSITE SIDE.
E I MATCH . ,►.. .— 4
SHALL BE FLUSH. 1,
. ANGLE REBATE TO BE CONTINUOUS AROUND8. PROVIDE A u4 BAR (CONT.) BETWEEN HAND ILI G POST EDGE OF ONC. VAPIES ' 4
ENTIRE OPENING.
WHERE HANDRAIL POST CENTERLINE OCCURS LESS THAN b F GE OF
. ALUMINUM ANGLE AND EAIG PLATE SHALL CONCRETE SECTION 411
BE 1/" MIN. THICKNESS® 9. KICKPLATE MAY BE EXTRUDED OR RENT F ALUM. PLATE.
WAL.. LOUVER SLOE I —STAIR N RAll.s
1<2 �Q TI UHA N tj K b
ri0 PIPE HANDRAIL t
\T,YP
„
ISO FIRE �lelD IL
MACHINE SCREW
(TYPICAL)
I X . � 8RA`� : 0 TREAD VARIES S 111110.
�- ® „ 1/8" NEOPRENE MATERIAL BON 6
iv �...., �, 1 HOLE _ b Nva Sr�OWN O PLANS . ►► ' D�► TO CONCRETE. APPLY DR' �+
(PLACES) PROVIDE INTERMEDIATE Y
BE'rWFFN qA,
POSTS AS INDICATED ON GRAPHITE TO NEOPRENE BEFORE
Sp' N6 R� PLANS .
NOTE: 4" INSTALLING PIPE
I/4" ALUM (MAX. SPACING 5'-0"). 1/2" TO 1"
FOR PLATE THICKNESS
,LOSURE PL. GROUT
SEE PLANS.
SEAT PLAN
_�, WHERE SUPPORT IS ON
19 YP .
1 3j4 _ — /4 r ca CLASS ►IAL► EARTH, PROVIDE A
ST S � ? CONCRETE
RECTANGULAR FOOTING ,
1-3/8'° ST STS m'� _ ,
/8"0 x 3/4" ST.STL. FLATHEAD AN( NOR BOLT . L • `Tye ) a ^ p9 " 1 p a ;cl0 \ rb� , . 1 ' -6"x4 ' -0 "x 1 O THICK.
PROVIDE REINFORCING
112x(*) ALUMI NUM COUNTERSUNK MACHINE SCREWS. ONE TYP / Z „
°` " TRE PLATE THICKNESS. o ° ° �� #4@1 O E .W . T&B SUP
SIZE OF °® � l . `� R HA BE ON UNDIS
BAR (CONTINUOUS) EACH CORNER 2'-0" O.C. MAXIMUM. =
®
GRIND]/8" DI WEL®_ "T "' 3 �'� �' ° POTS LL
6" — �,�JQ o #4@121, TUBBED EARTH OR SOIL
O �C 2 - f �+J COMPACTED TO 95 o OF
v '®T®® TWO T5/8" a DOWEL SUPPORT TO FOOTING MAXIMUM DENSITY.
/ r,
ST.STL. BOLTS. W OR SUPPORT WITH 4 - #4 BARS.
o ALUMINUM (TYP.) -"
c
EMBED 3/8" ST.STL. HEX °. � L 2x2x1/ _ SIZE OF CHANNELAS SHOWN ON PLANS � i Q
NUT W/1/401 x2" ANCHOR @ • ALUMINUM TREAD PLATE 1% ° '-- 1 x r 3 >
�j (USE C 0 5 28 ALUM. Ir NOT SPECIFIED)
2' 0" 0 C. HOLD IN PLACE 1/4 TYP W
W/BOLT THRU ANGLE WHEN ®9 A . 1 /8 TYP . --- —
®� 4 2" (MIN.) DEEP ALUM. TREADS 1/4 V)
PLACING CONCRETE. (SEE SPECIFICATIONS) W/TWO, 3/8" 0 _ _ TOP OF TREAD °G
ST.STL, BOLTS EACH SIDE (TYP.) HOT DIP GALVANIZED BAR
_ '° DIA. x 1/4" / ALUM. 1 4 ALUM. PL .
LU SNE 0. 1/4 (CLOSURE) 3/8"x4" `�
ABB
(TWO PLACES). NOTE: 112 TO 1
NOTES: COAT ALL ALUMINUM SURFACES 4 •4 ' PROVIDE JAMB NUT GROUT
SECTION I CONTACT WITH CONCRETE, °
1. ALUMINUM ANGLE AND B WITH BITUMINOUS COMPOUND.7 ��
1/2'° ALUMINUM ROD ANCHOR MAY BE EXTRUSIONS. (SEE SPECS. } 1" ¢ GROUT/a�� ,b sr. sTl.. �ol.r
@ 2'-0"O.C. MAX. AND NOT LESS 2. COAT ALUMINUM CONTACT --- ° 1/8" NEOPRENE
w/ I.EV 'LING NUT HOT DIP GALVANIZED „ b
THAN TWO PER SIDE. WITH CONCRETE /BITUMINOUS 1/4• [N FLUSH SHELLS 3 4" ANCHOR BOLT. °• a4 BOND TO CON"-
/
COMPOUND. COAT R00 W/CNRO- CRETE PROV I uL
MATE PRIMER BEFORE EMBEDDING
I CONCRETE.
DRY GRAPHITE
ON NEOPRENE.
[I 28-� K ,42 0-'\ TKO'EAU01' 10j"LATE S"EAT To""EAD vOw"LATE Km"E('.`*Eb0%50`EU HANuLE053X
son
T TYP - ,
_MINIM 1, TWO 1 4" TYPE 304 WHEN SPECIFIED
1 8 (MAX.) _ 0 / COUNTERSUNK
3°' x 3" TYPE 304 ST. STL. °, ST. STL. SCREWS EACH SIDE OF HINGE
HINGES @ 3'-0" O.C. MAX. r4 Q 6 "ETE Ow"I"E
ALUMINUM GRATING °
(2" MIN. DEPTH) . 4' • LLJ
� �"
4 1,8►, :_ 10.8-209
COAT /B I TUMI NOUS uj N '
COMPOUND PER SPECS.
°, a -a - r ' ® JOHN A. CAROLLO. P.E. (1906-1971)
_ Lai_ ENGINEERS
' / , �. ^"'" H HARVEY HUNT, P.E.
s', ami "�' HOWARD M. WAY. P.E.
B
3/4" 0 ST. STL. CONC. , ° ALUMINUM PLATE "T11 x 1%° x LENGTH :` � .° - , .: ,s �;;
e �, :� PHOENIX WALNUT CREEK FOUNTAIN VALLEY VISALIA DONALD R. PREISLER.
1 11 l f+
WALTER R. HOWARD P. EE
`} xf < ARIZONA CALIFORNIA CALIFORNIA CALIFORNIA GAIL P. LYNCH, P.E.
ANCHORS @ 2 -0 O.C. - OF ALUMINUM TREAD PLATE ° ¢ , ,` � � �`r _ �t( J DAVID GRIFFITH. P.E.
ALUMINUM L3 x 2 x 1/4
CITY OF I3�KEI�SFIELD
WASTEWATER TREATMENT PLtiT 3 ITLRZI�I III'RQVFMEITS
OR AS SHOWN ON PLAN, G `
TYPICAL C9ITA1L S
e� YPIC
MISCELLANEOUS METAL DETAILS
A
4 z R F CA"01" DRAWING NO.CHCCKIED OAT
SN[Ef
DRAWN TRACED REVisEO T-4
TYP P JCE No. OP
10,6 OF PUMPS
LENGTH AS REQ'D. TO OR SLOPE UP IF'NECCSSARY TO 2 2 -6"- 10
OBTAIN BEARING AREA. OBTAIN REQ'D. BEARING AREA.
AL UM 112" ALUM. FIVE 3/4"0 ST.STL. BOLTS
FL-3x2�x3/8 IPL. --IN CONC. ANCHORS EQUALLY
MAXIMUM SPACED (TYP.).
v T:7 — -1 FOUR 3/411 0 ST. STL. BOLTS
"" �m 3 UNION (TYP.)
rB -lASHERS, (TOP AND BOTTOM)
8 La AND I
EA. END EA. SUMP PUMP AND
La 0 MOTOR UNITS.
MOUNT PUMPS W/TYPE 304 OR
o RUBBER CONN. (TYP.)
ADDITIONAL EXCAVATION ?j
"*._�—IF NECESSARY TO OBTAIN 112" ALUM. PL.
9 -REQUIRED BEARING AREA. ALUM. IL 3x2x3/8
PUMP
LENGTH AS REQUIRED PUNIP
TO OBTAIN BEARING A EA NO. 2
FLOAT CONTROL NO.
T 2 gow" E Q I 10 N I ,
TO OBTAIN BEARING AREA
PLAN <
ISOLATF STL. PUMP AND FLOAT THIS DIMENSION MAY BE 611 LE;S < Q_
BASE FROM ALUM. PL. W/NEOPRENE WHERE PUMPS ARE ORIENTED 90 IN
GASKETS. C.W. DIRECTION SO THAT PUMP DIS- c:) m:
60,
+ CHARGES ARE NEAR WALL. #4 12
TWO 3/4"0 ST.STL. BOLTS AND
i'lUTS W/WASHERS (TOP AND
jjpALUM. BASE PLATE. RECOMMENDED @
BY PUMP MFR. rlA
WL
NOTE: 1/4
UNLE SHOWN OTHERWISE ON THE PLANS, THE FOUR'3/4"O ST,STL. 41-6' 1, 2"
BE ING AREA IS THE AREA REQUIRED TO OBTAIN CON(. ANCHORS.
MAXIMUM SOIL LOADING OF 1500 PSF WHEN THE '.t
PIPE IS SUBJECT TO ITS TEST PRESSURE. I" GROUT. ALUM. PL. 112 X5 -1/e SQ.
TY"'I"AL 00"PE "Loo" "KIN r_ "*j* r t-11
% m Po"'UM go' 00" E"I"m a I L
r230 k; tj -.0 U U 10 M lk # r-% L 1 011%, "re U, N
� ol IQ �yp u u 1-i LE X I ri �i i A L L AT I e"s
T_yv
l/4o MAX.
UNPAVED AREAS
FINISHED GRADE.
NOTE:
~'
BOX SHALL REST ON
BRICKS AND SHALL NOT
CONTACT VALVE BODY~ �r---f
SEE PLANS FOR
VALVE TYPE.
ASPHALTIC CONCRETE
PAVEMENT,
''. .
CLASS "A" CONCRETE, 6" THICK,
3/-4o DIA. CONCRETE SHALL BE
ON UNDISTURBED EARTH OR COM—
PACTED FILL.
C. I. VALVE BOX.
NOTES:
l. ALL BURIED VALVES SHALL BE PROVIDED
WITH EXTENSION STEM OPERATOR WITH
211 SO, A.W.W.A. NUT WITHIN 3" OF
VALVE BOX COVER. NUT SHALL INDICATE
THE DIRECTION OF ROTATION TO OPEN
VALVE.
2. COAT BURIED PIPE AND VALVE BOX
PER SPECIFICATIONS.
`
IRON BODY FERRULE
-W/8RASS COUNTERSUNK
HEAD. SCREW PLUG
' /lMOUNT FLUSH W/�L�U�
��|�Y�M �[���~�\� W/FLOOR.
oll SQ
AREA POUR 12
CONC. PAD 4" THICK
AS INDICATED.
cc
811 R.
l" R. (TYP.>-/
=CD
3" GSP
'°,.'
= |
' CLASS "C"
CONCRETE
SIGN SHALL BE 3/8" THK. LAMINATED PLASTIC
PLASTIC SHALL BE TREATED TO RESIST SUNLIG3HT
(ULTRAVIOLET) DETERIORATION. MOUNTING:
FOUR CkOMMETEO HOLES FOR 1/4 GALV. U -BOLTS.
450
SIGN SHALL BE 7 x 10
AND SHALL C0141FORM TO
OSHA REGULATIOil 1910.145
EASE ALL COR
1/8" RADIUS
mo
NOTES�
l. HOT DIP GALVANIZED HOSE RACK AFTER FABRICATION.
ZINC COATING SHALL BE NOT LESS THAN 2 OZ./FT.SO,
OF SURFACE AREA AND APPLIED IN ACCORDANCE WITH
ASTM A-153'
2. RACK SHALL BE CONSTRUCTED OF 1/4" 3TL. PLATE.
3. RACK SHALL BE MOUNTED ON HANDRAlLIMG WITH TWO,
304 ST.STL. U—BOLTS. NEOPRENE GASKET SHALL ^
SEPARATE DISSIMILAR METALS' MOUNT RACK ON
WALLS WITH TWO 1/2" 0 ST.STL. CONC. ANCHORS.
I AAiirokbl-. HOSE - RACK
FIRE EXITINGUISHEA
n
S|GM Al lMOWM
RC?AT[D 90` OFF
POS) 7>ON S I G -N
l^ HOSE VALVE BE WjUN`[D TO
[��f R[�����
I" GSP '
WIDTH OF TRENCH
3" CLEAR (TYp') � |
4 — s$4 CONTINUOUS
-ASS "C" CONCRETE
8" (
co3 1 C 0' N C OR` E T E EN' G" A! ffi 3' EMa" E'No" T OF PIPET y_p7
FOR COMPACTION
REQUIREMENTS SEE
BACKFILL COMPACi
-
o
'
�
—— FOR BEDDING
~-ci 0 MATERIAL SEE
pe
SPECIFICATIONS.
=
0 9 0 0.
W�7 177r,
UNDISTURBED
EARTH.
r _N E 0""' E "" ` I " "o"
2 0 6� rt 0- %-, b Uu Imu D-ETAIL
—
�'T Y P)^
CAULK W/SYNTHETIC NOTED ON THE PLANr.
RUBBER (TYP.)
GRADE
EXPANSION JOINT --em
MATERIAL (TYP.) CENTERED.
EXPANSION JOINT DETAIL rc"NSEC T ION
BUILDING OR
ABUTTING SLA
25' MAX I MUM
NOTE;
EXPANSION JOINTS SHALL
BE @ l5' 0.C. MAXIMUM.
0 Mow AL a
Y DE IAIL
DAN E R
10.8-209
DO Nol UMNK
JOHN A. CAROLLO, P.E. (1906-1971)
TH Z)W,,ATER
VALLEY VISALIA
PHOENIX WALNUT CREEK FOUNTAIN DONALD RPREISLER. P.E.
^
NIA
ARIZONA CALIFORNIA CALIFORNIA CALIFOR GAIL P. LYNCH. PE,
WALTER R. HOWARD, P.E.
J, DAVID GRIFFITH. P.E.
COAT FLAI4GE AND WELD
FINISH
CONCRETE ANCHORS, SLIP -04 FILA4GE
"*C RUBBER
CITY OFBAKERSFIELD
4, T
PIPE SLEEVE
tv
DETAILS
,w90
�
CLASSS
ELL, u
^ CONCRETE
YARD PIPING DETAILS
A4�E-ER :':S—"LL HEAVY DUTY
P ^.
COUPLING�
��L��NIZE� HOSE'RXC
V[P = ".�'�� ~~_ �� E�CH H 0 S E VALVE.
—�.
CHECKED DAT� DRAWING 140.
6 UNlON
TRACED RKVISED Mow
5 8
2'-6" MIN.° �
pV[P
� �YE�'
.
OF26
'
mutiE
VA L."v" E A 2" P` SIGN DETAIL,
~N U(24_6�
WIDTH OF TRENCH
3" CLEAR (TYp') � |
4 — s$4 CONTINUOUS
-ASS "C" CONCRETE
8" (
co3 1 C 0' N C OR` E T E EN' G" A! ffi 3' EMa" E'No" T OF PIPET y_p7
FOR COMPACTION
REQUIREMENTS SEE
BACKFILL COMPACi
-
o
'
�
—— FOR BEDDING
~-ci 0 MATERIAL SEE
pe
SPECIFICATIONS.
=
0 9 0 0.
W�7 177r,
UNDISTURBED
EARTH.
r _N E 0""' E "" ` I " "o"
2 0 6� rt 0- %-, b Uu Imu D-ETAIL
—
�'T Y P)^
CAULK W/SYNTHETIC NOTED ON THE PLANr.
RUBBER (TYP.)
GRADE
EXPANSION JOINT --em
MATERIAL (TYP.) CENTERED.
EXPANSION JOINT DETAIL rc"NSEC T ION
BUILDING OR
ABUTTING SLA
25' MAX I MUM
NOTE;
EXPANSION JOINTS SHALL
BE @ l5' 0.C. MAXIMUM.
0 Mow AL a
Y DE IAIL
10.8-209
JOHN A. CAROLLO, P.E. (1906-1971)
VALLEY VISALIA
PHOENIX WALNUT CREEK FOUNTAIN DONALD RPREISLER. P.E.
NIA
ARIZONA CALIFORNIA CALIFORNIA CALIFOR GAIL P. LYNCH. PE,
WALTER R. HOWARD, P.E.
J, DAVID GRIFFITH. P.E.
CITY OFBAKERSFIELD
�4ASTEWATER TREATMENT -PLANT 3 1981 INTERIM IMPROVEMENTS
tv
DETAILS
YARD PIPING DETAILS
DESIGNED
CHECKED DAT� DRAWING 140.
TRACED RKVISED Mow
5 8
OR
JAWN
OF26
#4x3'-0" (TYP.) CONCRETE SLAB TIE ROD SCHEDULE
NO. REQ. PER PIPE TIE ROD R
~' CONNECTION SIZE DIA. (IN.) —
�n � !! BASE ELL OR TEE.
2 4 IN. 1Z2 1-1 4
UNISTRUT P-1064 ELCEN 2 6 IN• 1,12 ROUND EDGE PL. TO MATCH ELL OR
LCONCRETE INSERT "SPEED STRUT" FIG.689 2 $ IN. 1/2 1/2"R.(TYP.) _ 1/8"+ TIE ROD DIA. HOLE TEE BASE. SEE BELOW.
OR ANCHOR (TYP.) cr _ TURNBUCKLE WHERE REQ D.
OR EQUAL. 2 12 IN® 3/4 '� HOLE TO SUIT PIPE DRILL 3/4" 0 HOLES AND BOLT
UNISTRUT P-2558, ELCEN 1/2" THRD. 2 16 IN. 1 �; e FLANGE. WITH FOUR91/2 BOLTS. PROVIDE
"SPEEDSTRUT," FIG.543 0 R 4 18 IN. 5/8 TO CLEAR THE - PAINT W/COAL-TAR MASTIC "A„ PLATE WASHERS. HAND TIGHTEN NUTS.
EQUAL. 0D O.D. OF PIPE !! AFTER INSTAL•LATION.(ON GSP
4 24 IN. 3 4 2-1/2 STEEL PLATE BURIED PIPE ONLY.®} "A" 1 "(PAIN. )
4 27 IN. i 8 4" p SCHEDULE 40 PIPE FOR 8" BASE ELL. �
4 28 7Z8 * = AS REQUIRED TO CLEAR FLANGES & FLEXIBLE COUPLING. 2_1/2" p " " 01 6„
HEX NUT 4 30 IN® 8
-- I 1 2" 0 oe a e/ ►0 4 eo �. 1/
ANUMUH Fas`LA ImE1/4
SPRING NUT-UNISTRUT 1" GROUT
P-1010, ELCEN "SPEED Lj FOUR l/2"®x 12" APNCHOR BOLTS
STRUT," FIG. 617 OR TIE ROD WJHEX HEAD NUTS •� -' tJ/NUTS, WASHERS AND LEVELING NUTS. ,
TO SUIT IN FIELD ss ��
EQUAL. 4" (MIN.) 4" (MIN.) ACROSS FLEXIBLE CPLD. •„ ® °� cINJ — -,
1/2 FLEXIBLE COUPLING
SEE SCHEDULE. CENTERED ON GAP. 1./2" STL. PL.
D CEMENT MORTAR LINED &
UNISTRUT P-1000 ELCEN 3" MIN. FLEXIBLE COUPLING TO SUIT COATED STEEL PIPE WHERE 411 PAINT W/EPDXY PER SPECS. TWO 3/4"p THREADED RODS, NUTS,
"SPEED STRUT," FIG.600 PIPE. CENTERED ON JOINT.
OR EQUAL. REQUIRED. 1/4 ON BURIED PIPE ONLY. BASE ELL
OR TEEr 14. AND WASHERS IN FLUSH SHELLS.
Id
0
INSULATION SYSTEM +
° A 1 /2" STL. PL . " 0
A �r, � I - 1/ 2 RADIUS
c� ®� DUCTILE OR 1" GAP p I (TYP.) O.D.+
CAST IRON PIPE. _ o ® ~ 1-1 2
® 5/8"0 CONCRETE �1" GROUT _+ ®� /
co �a ANCHOR W/2" O.D �� I N y3 @ 8" - ® ® (TYP.)
° WASHERS. 1'-9„ MIN.
® '° D" + 2" 112" RADIUS
METAL ROOF 3-1/2 x1"x14 GA. TUBE 2 -6 MAX. c _
DECK PLASTIC HEADER x 4'-0" LONG EYE BOLT > , ,� (TYP.)
NUT COVER CENTERED @ HANGER ROD. TP NOTES: TIE ROD. SEE THE CLASS A CONCRETE
PLACE TUBE PERPENDICULAR CONCRETE SCHEDULE ABOVE.
JOIST OR 1. ADDITIONAL TIES SHALL BE PROVIDED vim° ;
TO ROOF DECK SPAN. BEAM WHERE TEST PRESSURE CAUSES ROD DOWN FOR 4°,. �® , .14 '401, "D" BASE ELL DIAMETER
STRESS TO EXCEED 12,000 P.S.I.
2. ALL ABOVE GROUND FLEXIBLE COUPLINGS I R STEEL PIPE
USE LIMITED TO
SHALL HAVE TIE RODS UNLESS SPECIFI- 2 x "D" 4e#4 W/STD. HOOK
2" MAX. 0 PIPE. CALLY SPECIFIED OTHERWISE ON THE PLANS.
404 4 ® s
PIFIE "0"" U P go '00"'T ELL OR TEE
TIF TY P
CONCRETE WALLS OR SLABS.
4-1/2" PRESSURE GAUGE
CAULK AROUND PIPE A MASONRY WALLS
W/SYNTHETIC RUBBER 112" `"
AT TOP OF FLOOR MIN. 1/2" SPACE
,;c MAX. 3/4" SPACE
��
112" SNUBBER SLABS ONLY. � �_• +T(PACK W/MORTAR)
DIA HRAGM SEAL 1/4" BRASS T -HANDLE COCK PACK WITH
` MORTAR. ' PIPE OR
1/2" ALL THREAD NIPPLE. -'
CONDUIT.
112"x'(" BUSHING .
10 DRAIN GALVANIZED, SLOTTED
1" P VALVE m 1/4" TAP FOR F'I USHING CONN CHANNEL SUPPORT. .�----- /" CONC..ANCHORS IFMOUNTED ON MALL POINT MORTAR AT WALLS
LUG E (UNLE S � O CEILING USE CONCRETE INSERTS OR ANCHOR SCHEDULE 40 PIPE, HOT-DIPSTL, r� AND UNDERSIDE OF SLABS.
OTHERWISE SPECIFIED)` ®Q BOLTS ONLY. GALVANIZED AFTER FABRICATION. NOTE:
1' SAPPED BOSS ON PIPE OR �. SCHEDULE 80 PVCP MAY BE USED
1" ALL THREAD NIPPLE. FITTING S REQUIRED. FOR SLEEVES 6" 0 AND SMALLER. SLEEVES MAY BE OMITTED IF HOLE IS
NOTES: .�` CORE DRILLED. CORE DRILLING IS
PANT TO OTHER PUMPS ` SUBJECT TO ENGINEER'S APPROVAL.
ALL GAUGES SHALL BE DUAL WIATER IF ANY 1 J�" GLOBE V��LV�S „ „/40002� SLEEVTHROU""'MN STAa LLA T 10 N U E I
SCALE. SCALES ON THE GAUGESrk -1 /2 xi / GALV .
FACE SHALL, BE MARKED IN PSIG j211�S tOf� PG
ti STL • STRAP • T YP DRY
x AND EITHER FEET OF WATER (FOR `'w R E03 L A B S WALLS AN&`D FLO 0
POSITIVE READINGS) OR INCHES
OP MERCURY (Hg) . ( FOR VACUUM � - ®', Ci;T OP NI N, AS REQ' D. THROUGH
NOTE:
READINGS). WATER � �o�® ►�
SEAL CONNEC. EXISTI,�G WALLS. COAT SURFACE EOR NEW CONSTRUCTION, SLEEVES
LOBE VALVE CO EC C 4 PIPE "U" CLIPPED TO CHANNEL W/EPDXY AND GROUT IN SLEEVE. ®®
SHALL BE CAST INTO WALL. BLOCK -
cc STAINLESS OTE • WRAP COPPER � ' - • ' �®-
STAINLESS STEEL PULSATION1/ `� GLOBE VALVE "X" "X" MAKL v� °! IT INSULATING TAPE OUTS AND SUBSEQUENT GROUTING IN
DAMPENER HERE REQUIRED, �^ � °'' PIPE 1/4" PLATE WEEP RING. OF SLEEVES SHALL NOT BE PERMITTED
AS CLQ.)`}E U CLIPS. /j 1,m UNLESS A KEYED RUBBER WATERSTOP
lJ2"xl" BUSHING SOLENOID VALVE AS POS,
` 6:'. JOINT IS PROVIDED.
111 STRAINER NOTE. .
PLUG VALVE (UNLESS OTHER .ISE ��' � MIN 1/2 SPACE
SPECIFIED PRESSURE REDUCING VALVE PUMP IF SUPPORT IS SUBMERGED MAX. 3/4" SPACE
FLOOR SLAB--' „ OR BELOW TOP OF WALL PACK WITH UNTREATED IT
440 / L BOLTS. SYNTHETIC RUBBER
TAPPED BOSS OF HYDRAULIC STRUCTURE, R NK-
PIPE OR FITTING AS 1 " ALL THREAD NIPPLE . '� • "• . 6NLv�,�v��.�l�
OAKUM. NEOPRENE LI
REQUIRED. II ALL MATERIALS SHALL BE SEAL MAY BE SUBSTITUTED _
D. I. DRAIN Piggy. .G SUMP !1 " STAINLESS STEEL. FOR OAKUM & SYNTHETIC 1" 1/4" THICK STL. PIPE SLEEVE.
NOTE.- USE UNIONS AS REQ' D OR TO PUMPSTA. DRAIt4GL �, eO : _ . ,
r � ; ',,�'. RUBBER SEAL. �. HOT DIP GALVANIZED SLEEVE,
SYSTEM, AS DETAIL;: AND =~ �' - AND WEEP RING AFTER FABRICATION.
FOR EASY ASSEMBLY
DETAIL
NOTE: FOR SCHEDULE SEE
T z-.) f42 0`10"E 49 �WA ER 'EAL HOOK UP GAUGE _oA F1 I Itsm MUUN I V VSUPPORT LEETHROUGH WET.
U- E L") E w1wAA& ILe
425 S
480� PsmftESSUKmw1ftE (43 AmU` TY ® TYP WALL,EXTERIO'"%'WALL
_ _ __
IYUMP2
CAP
STEEL SCH.40 SLEEVE.
1/2"p 1-1/2" HOT DIP GALVANIZED.
CONC. ANCHORS. 1 2"
4" 0 POSTS - SCH. 40 GSP - FILL
SYNTHETIC RUBBER BEAD TOP OF FLOOR WITH CONCRETE. STEEL PIPE PAINTED
®pr 3/4' BLACK W/YELLOW STRIPES. YELLOW SHALL
:c® it SHALL BE ANSI COLOR. �
NOTES: n 1/4 PLATE a �Q. : �'.10.8-209
— — W E E -P• R -I .AIG ;
1. USE PIPING CLAMPS ow
DA_ REQ'D® T HOLD PIPES® -: °' ► 2" :�: "�
t
c� ,TYP.) AA j!: LL ENGINEERS
2. MAX. PIPE SIZE 4
JOHN A CAR04.L0. p E (1906.1971)
3. IF SUPPORT IS SUBMERGED _
+ q t . ` y . H HARVEY HUNT. P:E
o' /r OR BELOW TOP OF WALL OF DON ARD R, RAY. P
' l CLASS "C" CONCRETE , 1 � PHOENIX WAi.NUi CREEK FOUNTAIN VALLEY VI$Al-IA DONALD R PREISLER, P E
I.D. OF SLEEVE SHALL
M' t Y. ARIZONA CALIFORNIA CALIFORNIA CALIFORNIA GAIL P. LYNCH, P E
;.,
\ J DAVID GRIFFITH
1 s+ HYDRAULIC STRUCTURE . � ,, � .! , , �,�•{�, , ;��. ;, f WALTER R. HOWARD, P E
.- ACCOMMODATE COUPLING ON
STRAP, NUTS, & CONC.
a �}
y- . i"�'
�, SHAFTING FOR PUMPS. �
1-1/2 x1/4 GALV• ST STL. �f�
ANCHORS SHALL BE
i�� s � �` � . .. CITY OF BAK�KSFIELD
®o STL. STRAP.
;
! II `� `� ' f � ._ � WASTEWATER TREATMENT PLANT 3 198 INTERIM 111'RC)�rE'�1ENT$
1 6
� � / YY ,a 1I §� TYPICAL DETAILS
UUAt�- _ ABOVE GROUND PIPfNG• DETAILS
t4'i I
�. �r
E). -i
_._. DESIGPiED CHECKED iiATE L)RAWlPdCi 1�0. SHEET
�.! U NJ,
446 ROOF DRAIN
1-3-1/211 . FINISH FLOOR SLOPES TO FUNNEL ON EQUIPMENT DRAIN ONLY.
/ DRAIN AS SHOWN ON PLANS• -- PROVIDE 12°' RADIUS SLOPE TO
I,4 HOOP GUARD 448 ROOF DRAIN ELEVATIONS. EQUIPMENT DRAINS. SET TOP
' � TOP AND BOTTOM SEE PLANS FOR ELEV � O p� EQUIPMENT DRAINS 1" BELOW
OVERFLOW 1 / Q
1/8" THICK STL. PL. PIPE SLEEVE SWEAT SOLDER TO GSP & BSP. TYP V If SURROUNDING FINISH FLOOR.
CLAMP TO PVC PIPE & SEAL
ARQUND W/SILI1111o. , r TYP, o ,s
4 SLABJ
®. •.;� ®� , , c:o THICKNESS
16 CA. NOT DIP GALV.' - 1-1/21i Re °
RAIN SKIRT
r TOP OF LANDING PLATFORM 13-1/2,r ROOF
c - -- t
----- / / BOARD-CANT ST?IP , P o SYS,EMFIBRETYP40
rNOTE
_
� e10Co� 00 Om�ac.i'a: toi:m o' c•••g'o•m . �,o- •m� o� `• ov
BUILD-UP
P ROv OF m 1/4"X211 BARS CONCRETE OR
a: JALL
� ` T""
RAP- IS REQUIRED WHEN DRAINING
ERS ALL CORNtMASONRY t
PIPE o e 000c, TYP INTO SANITARY SEWER ONLY.
+ 1/4 , THREADED ,
(UNLESS OTHERWISE NOTED)
4
OUTLET
1/4"x2" HOOP GUARDS FLEXIBLE BELLOWS
4'-0" - -
�_ M,.X SLAC I NG
NO NUB CONNECTION
_
t44b\�,..00RDRAIN (F.D.) (E.D.).
1 /2 • OFFSET PIPE CLAMP "' TYP.
i
AT 4'-0" O.C. MAX.
CAULK ALL AROUND WITH �- BERGEN-PATTERSON _
SYNTHETIC RUBBER ' FIG. 179, ELLEN ;
FIG. 44 OR EQUAL 1/2" 0 CONCRETE
• �' ANCHORS
0 . D .$ ' -
DIAGONAL D RACE-W'RERE..
x - 152 1-112" 0 ANODIZED ALUM. PIPE
4 1 /4 APPLICABLE
4_1/2' 4tt - 11/4 �► ��
MAX.
! '�--------..,._. '� 1/4" ALUM .
PR T � LOCKABLE � s PL
ZURN B-199 OR 1-1/2" ANODIZE
OVtDE HINGED, LOCKABLE° � 2'_®„
ACCESS COVER WHERE INDICATED. JOSAM, 25010-24, ALUM. PIPE. -
la
i
= FABRICATE FROM 1/4"x2`" BARS. OR EQUAL FLATTEN PIPE & 1/ '
° r =} ` GRIND SMOOTH AFTER GATE SHALL OPEN 1/4" ALUM. M
- 2 _x_1/2 NOTES:
LOCATE FLOW LINE _ WELDING (TYP.). TYP AWAY FROM LADDER. PLATE
F ROOF DRAIN 1/4
#
NOTES: 0, 1 /� TOP OF SLAB OR
1/4 _ OVERFLOW 2 ABOVE WALL.
LOW POINT OF ROOF
FOR ANCHORAGE AND LADDER.4. -
SEE TYPICAL DETAIL 16CI ON T-`� AT ROOF DRAIN. — TOP RUNG �
1/4" ALUM. PLATE LEVEL WITH
FLOOR. a.
5/8" ST.STL-
CONIC.
T . STL .
CONC. ANCHOR.
TYP =--�►� - 18" 8" ( TYP . )
IPE THNUUGH rFR%00F C A 0*4 E D L A D LD" Eg" OR`
r44 2r444�ROOF •Je�v w
/ > u �1 1,
Vyp -�- � ALUM. 3 x3/8 ANCHOR
DETAIL® ,,p STRAPS, WELD TO LADDER.
o FASTEN TO WALL W/5/8"1
`_j ST.STL. CONC. ANCHORS
1.0 WITH NEOPRENE WASHERS.
1, o a w 3"x3/8" BAR ' ra a TALL EDGES SHALL BE
1/16 x 2'-0" x 2 -0 LEAD v
R FLASHING OR AS REQUIRED BY � Q ROUNDED SMOOTH,
CLAMPING COLLA v Ln �
AND GRAVEL GUARD. ROOFING MANUFACTURER FOR A
WATERPROOFING MEMBRANE TIDED ROOF MAKE ANCHOR STRAP �' < f r'
SHALL BE SECURED BY CONTINUOUS WHERE g
LADDER IS MOUNTS uj ROUND ALL `
CLAMPING COLLAR AFTER ON THE END OF A WALL. V' CORNERS
- ALL GRAVEL IS REMOVED. - BUILT ROOF � � �
= 1- i P T (TYP . TOP & BOTTOM .) SMOOTH 1/811R.
/2 MIN., SEE LAN ELEVATIONS. � \ _ 1" SQ. SOLID RUNGS
t ,,,opRL=HE A IS
CAULK ALL AROUND � a L� � /TRQEAD ON TOP SURFACE.
T'E W/SYNTHETIC RUBBER
FASTEN TO FLOOR
W/5/8"O ST.STL. ,
EXTEND HALF WAY THROUGH.
. b,@ ,�PLAN ELEVATION � CONC. ANCHORS WITH _ 1 STRINGER AND PLUG WELD,
i" J1I
GIVEN HERE. ,� .,
NEOPRENE WASHERS. 4" _ _-im .,f -
r,4 EARS
SLOPE • ° -. ` '•
• , 1 - ` 12" (MAX. ) UNLESS �.. NOTE:
- - ,
SHOWN.
COAT ALL SURFACES OF
OTHERWISE
I , �,• ;Q >; . ALUMINUM THAT COME IN
GROUT AS REQU I RFD
ILAI
• , � ,. -;: � , CONTACT WITH CONCRETE
— MAX
1 1/2_ _K W/BITUMINOUS COMPOUND.
ci ;
12 rigo LAO"' DE u L
,
�_�, 11
�2, fG NSULATION• :.
SYSTEM (TYP.)
1 ALUM. HINGE ALUM. HANDRAIL
EXTRUDED LU
1-1/2 RINGS W/ST.STL. RIVETS ALUM. GA'
IAHE)
GATE STOP - 1/4" ANODIZED t °
0.74 O ST. 2-1/2
E 3-1 2" ALUM. PL. WELD TO HANDRAIL �----
o �1
NOTES: i STYP • P I N
NI (TYP. ( ) POST . TO SUIT HINGE AS SHOW'S ONI PLANS
1• THICKEN ALL SLABS AT DRAINAGE PROVIDED OR TO SUIT EQUIPMENT
GROOVE
2• SLOPE BOTH SIDES OF GROOVE WHERE NOTE: r, i
ROOF DRAI`i SHALL BE ZURN ST.STL. NYLON AUTOMATIC LATCH FURNISHED TO 4'-0"(MAS
GROOVE DOES NOT OCCUR AGAINST WALL. Z.s-1199 F, JOSAM 21-500-3-10-2101, '
CLOSING GASKET ASSEMBLY. FASTEN
THICKEN FLOOR BOTH SIDES. OR EQU,�`,L• SPRING TO HANDRAIL POST. PLAN
f"`%RA REINFORCE W/INTEGRAL
/-57N D`R 'Am INAG`E GRO"O"Vot"o AT WALL 46'� R 0 0 u0q F u NN
RELIEF, EXH"AlUla"T d'aft *#'3UHmmftmP&1L%Y 0# 'Ve E No T
SLEEVE FULL HEIGHT NOTE:
f51v It .
� AT CONTRACTOR'S OPTION A FULL
HEIGHT GATE MAY BE PROVIDED.
t _ rr _ ELEVATION
r
ES: 1 2G4 AT E Ak H A N"U'R A I L
s CONCRETE 0 fit IRE '1 NOTE: 211 2 " 652 ALUM.
1. SE PECIFICATIONS FOR ��- ASBESTOS FINISHIN LT. MASONRY FASCI
Y" T Y PPE& I N
u N
FLASHI ND COUNTER '' CAULK ALL ARU 1001 PROVIDE LEAD FLASHING 2"
FLASHING R IREMENTS A REQUIRED BY ROOFI C - 12
�' 1'a�� /SYNTHETI MANUFACTURER.
J
L',. BEFORE PAINTING 411
CONCRETE t; .,_n. o
PRIMER � �' � - -0
%' 12 GA. ALUM. 4oe
;, ? 2✓i�{,� 001
ASBESTOS FIBERED ' OVERFLOW a® a
F. cNi
10.8-209
ASPHALTIC ROOF CEMENT ! , 3"x3'° CANT ST -1/2 3-1,/21,
1-11201
O
,vw. CONCRETE OR
2+' L. ENGINEERS
MASONRY WALL >_r�14^•� 1��'• 5-1/2't �" HDH A CAROLLTO. PE (1906.1971)
• - ,. . .�•'`J - yri4' HC;WARt'lM WAY P E
BUILT-UP �� 'VOD �`� -y'Y \ �aj�� PHOENIX WAI[NUT CREEK EHUNIAIN VALIE'; VISALIA DONALD R PREISLER P E
ROOFING '�`'f 1� . tr i af.�{R ARIZONA CALIFORNIA
CALIF ORNIA CAI Ii ORNiA GAIL P. LYNCH, P E
6 WALTER R HOWARD. P E
�.� .v," -- BUILT-UP ROOFING. PACK 21' 6" 4" �,'t�tu ®la DAVID GRIFFITH.P E
3 x3 CANT STRIP
it ONSHRI N' A• �,,• _.,, •# ,
• ee -'� CITY OF BAKERSFIELD
INSULATION SYSTEM. GROUT § ; FY t WASTEWATER TREATMENT PLANT 3 1981 INTERIM IMPROVEMENTS
SLOPED INSULATING t ;rt ` rd �� .. w, TYPICAL DETAILS
CONCRETE WHERE,
SHOWN ON THE P I003%H �°'' �"�`/ .}''4 DETAILS
DETAILLMISCELLANEOUS
.:.
ROOF DECK TY `___�� r"}L DESIGNED CHECKED DATE DRAWING NO. SHEET
0
DRAWN TRACED REVISED
cT
7 N o. � � O F %
m
O
p _'
a
/4" RADIUS (MIN.) {NEOPRENE RUBBER GASKET COLLAR OR STRUCTURE
W/O MFR'S BELL RING. ' TRENCH WIDTH
« OR 1-1/2 I
aoe
I.D.
a FLEXIBLE JOINT
A `
(TWO PLACES} SHAPE AND SIZE OF SPIGOT
a CL PAINT ALL EXPOSED
SHALL BE VERIFIED BY
_ � STEEL WITH COAL-
CONTRACTOR PRIOR TO FABRI-
4 CD
TAR EPDXY. 3/8" CATION OF BELLRIdIZ.
a
POINT WITH MORTAR IF THIS DIMENSION CONCRETE PIPE 8 — #S C T. 1/4 I.D« CEMENT RTAR F—THIMBLE TO BE`FACTORY TRIMMED AT THIS PINT
BEDDING (EXT IS MORE THAN 1/2" OFFSET WEL(�NG ST -RIP {TYP. } (" MIN. � /8" PLATE RCP (CONTRACTOR SHALL COORDINATE BETWEEN GATE SUP -
4" STRIP, INTEGRAL (TYP.) TO FIRST FLEXIBLE JOINT.} 18" MAX.} RING. PLIER AND BELL RING SUPPLIER) OR CONTRACTOR
MAY THICKEN WALL ON THE PIPE SIDE TO ACCOMMO-
,,
Zi 't `3/8 PLATE �� DATE F -THIMBLE AND BELL. RING, SUBJECT TO THE
MORTAR POINTED IN FIELD NEOPRENE RUBBER GASKET 1/4 PLATE RING ENGINEER'S APPROVAL.
•
1 " LAP OF COAL- ' � �-
TAR EPDXY.
1/4 �
y E RCP
lk
1 ' _C,P (MIN.) « } 1'' -6" a CAST-IRON F-TH T MBL
, d ,�, BLAST AROUND o SAND U ~` { I . D D. Sr,ML AS RC
r j n P)
616 Mae,6PP It 611 PIPE APPLY BONDING ANNULAR RING
+S rs zr '� ` REINFORCED CONC . AGENT BEFORE ENCASING * `' c �_"
PIPE BELL COLLAR. CAST �° 1" LAP FOR COAL -TAR
PAINT ALL EXPOSED STEEL MORTAR POINTED IN FIELD AFTER CLOSURE IS/
'WITH COAL -TAR EPDXY. MADE. �� 1/4 EPDXY.
4
MFR'S
1 / I.D. (5„ MIN, ` CUT FROM
USE THIS JOINT O NON—PRESSURE P { P O i` LY - 18" MAX. } 3/8"x3" ANNULAR STD. BELL RING:
PVC LINER {WHERE APPLICABLE} RING.
CUT IN FIELD A5 TYP . v:
REQUIRED.
d• ,, a9 _ EXPOSE LAP & WELD
{.
REI' -N. IN CONCRETE , :p
' •` `` �` Y p,�.. PIPE. ♦s « +
, *
.. *, WALL. THICKNESS OR AS DETAILED ON _
L •
Y
lw
THE PLANS
POINT WITH MORTAR IF THIS DIMENSION NEOPRENE RUBBER S 8 46 A>�
IS MORE THAN 1/2 GASKET. BEDDING BARS
. 3 4" RADIUS MIN. � NOTE: - °� ` � " - "
BELL RING
225
• * , ` �•., «• / { CONC. PIPE STEEL AREA SHALL NOT BE •
t , �.-- ST«STL« OR PVC TUE 1" BEDDING LESS THAN THAT USED I PIPE. WELD ALL CUT REINFORCING BARS TO - REINFORCING STEEL EMBEDMENT - 4�WALL INSERT
4, ANNULAR RING FOR PIPES GREATER PLUS DIA. O OUTSIDE BARS. b
-
___ '
`-- FILL W/BITUMINOUS TYPE THAN 48" DIAMETER.
EXPANSION MATERIAL.
,
cil
`L� ICK , LSS
NOTE: FIELD CLOSURE SHALL BE USED ONLY WHEN NECESSARY AND
PVC LINER PLATE SHALL BE INSTALLED WHEN APPROVED BY ENGINEER. CONCRETE PIPE BEDDING SHALL
WHERE SPECIFIED ONLY. BE USED AT FIELD CLOSURE. LOCATION OF FIELD CLOSURE
_
SHALT. BE SUBJECT TO THE ENGINEER'S APPROVAL.
me
220 4('20 2 1 F I E L D" k^o L u0%'zAft5 ua 11 vtiw& traw _Z 5 a%TA Na Lr)ARftur**' Mrw&LommLL tlplft I M3 I N' S E R T
IkA/e2" { 0
\T, Y Pj
I
ST. STL. GATE SLIDE
4
NEOPRE *3* SELLS. CT.4IZTl« CATr C.1 I D a
I ATTACH W/ST.STL. BOLTS
D PLATES.
a
ST«STL. L 3x x / TYP«
$6^-
5/81" 0 ST. STL « ANCHOR BOLTS
@ 16O.C. ( X. NEOPRENE SEAL W/ST.STL-
0O3
3°' TSTL «. PLAT
.� RETAINER PLATE b ST«STL.
1%± SPACER UT FASTENERS. ST . L . L_ 2x3/B
1/4" STaST a PLATE
•
SEAL EPDXY G � IT
•f #` F E PIB D ERE ° ' ' N NSHR NK
* /=i = .. THERE IS PVC LINER. O.C. { X_)
� , ° GROUT ,
•
P «.
g\ � ` ® ° ' + t o 6 ` t p � • « � � ® ® ' *Ila* i tOW W PLANS.
s L � y ° * .a - a • • * a y * •
hit 0
LEVELING
« 0 7-1/4NUT
* t ,
1 "* EPDXY
GROUT ERE ANCHOR BOLTS EXTEND
JHROUGH PVC LIFER, SEAL WITH 1 1
FU NE EPIBOND«
1-1/2 L14 1-1/2
5/8" .ST.STL. ANCHOR BOLTS
16" O.C.(MAX.)
g
1 ff ,#ft a w"'00"T mom d%
ob V Z� It
12„
f2 7 8 bmulwAl,NL 00 Z43TEEL f274 I um SEAL OF o IAINLt "T ` E L
Y1-4 _y ^I am Ir %',>L "ATE%o A i v. —a—WIDE DETAIL I Ou" E
LOCATION AND DRAW,NG OPENING GATE MODEL
TYPE OF
GATE DESIGN PRESSURE
OPERATING
WALL
TYPE OE
TYPE OF
MIN. SIZE Ft
OPERATOR MODEL
REFERENCE SIZE
MARK RODN:EY
QTY.
CLOSURE
PRESS
CASTING
�°
OPERATOR
FRAME
STEM TYPF
SEATING
UNSEATING
ARMCO
wxH ARMCO HNT
(FT}
.
(FT.)
v
. SUNT
JUNC'701� �ox HQ 1 4-8 4� 55-20
2.
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:
2
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PULSATION PUL
STRUCTURE MARK LOCATION SEP` ICE PRESSURE DIAPH, LQUANTITY RANGE� c
GAUGE TYPE REQ D. DAMPENER
S5S 12V A�ND 7 70 e% IQE, A A"'LIDE, GAIE HE 0"', L'
P r� l l_
T_ 3 Qse
Pm I L 1 y l
10.8-209
�--JOHN !_ �. N G I N E E R S
,_.•.,..... JOHN A. CAROLLO P, E. (1906-1971)
H. HARVEY HUNT P.E.
HOWARD M. WAY P.E.
PHOENIX WALNUT CREEK FOUNTAIN VALLEY VISALIA DONALD R. PREtSLER. P E.
ARIZONA CALIFORNIA CALIFORNIA CALIFORNIA GAIL P. LYNCH, P.E.
WALTER R. HOWARD. P.E.
J. DAVID GRIFFITH. P.E.
� � t
• CITY OF BAERSFTELD
P� Ao5'lV= A`To �-t . S} ° Fs /; ¢ -
'Y:F:' WASTEWATER TREATMENT PLANT 3 198I INTERIM IMPROVEMENTS
jt
rTYPICAL [3ETAIL«
NOTE:AOR DETAIL SEE,
. , �� • t
FKE%`0r-%3 E3 sulk Rr& E GA Uk G% E " SK0 ft; H E D U L Ee
i=ce `_� L, GAT t� DUit1E Ah�E} Ml' E�.i.Ai� } i� � A11.
80
�;-
�" C�[atONtO Ct�tCKteo t7At•t DRAWING NO. SHEtT
Ky.opo/T
DRAWN "GRACED ftEVtSED `•
J moo. I Of26
ROAD SECTION DETAIL
R I M F-::' C CXAT Com PA- c:TMQ 5"OILOV-V-�
-IQ-'C(:)MPAC7G:C) SUBGRAC>EE
COMPoth,(CT TO C3001,,, OF-
&LC)PfF- -2% WHERE NOT SHO\.VKJ MAXIMUM COMPACTION
ON PLAN S 'SepL cob, -r
4Ifj 2' ASP+ 6 L -T COtJCFer=-re 1'/-Z" FLANJT NAIX\
Co}}C OM F,,1,CTED P-,GGV
REG TF SEEAL C�
)E7PP- P:L4,N7 MIX E5��SFR-
EF>A(SF-C;C>URSE C(:)MPA'CT F=11N,�L- -rHICKWESS SH.4ol L N C-
T<O O-OSO/o OF KA X. PSN ITY LESS THAN 4",
NOTES 1, SHALL 5E EXTGNDED b,,T AN UPW,4,D SLOPE OF= 11' Rmf� F=00-17
TO LjOiW STF;->UCTU RE=- WHEN SE)GS OF IS LES1Z;
TH,es,Nj TW(D (/�Z) P --ROM ZTf;FUC7URE-
!*70AD SECTION DETAIL
NO SCA L UE
7-7777fi lir
-
iii (T`f Pm)
- it q
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C' fiT 0 tz -T Y'P.
0
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T Y
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4.
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C��ss iL III' F—F
I'Z:'A r5c C OMPA C.T rz- 0 -ro cot"ic (e, \ t E,\N
"t. M A X. C 0 m PA C, -r t 0 t-% 0 TT,
JUNCTION 13OX t\1 0 - I- JUNCTION BOX NO,2
L E D FOR A
GXIS7INC-- YaRC> I I N A. NJ PAC ILITIES
N S VV YA01, R D P I P I N G� ANC) �'ACIILITJE:S
REMOVE E=-XI'STINJG PIPE r --)P\ COI t)UIT
u T\(P.
ELECTRICAL- rOt-40UITe
PLAt,,I T VVPTE i:�,
4-
71
CO C R 71 S( ALK
PR\MF-COA'r,
L, 3 a
0'I
LA \kl
SaAL c -o AT
EX IVr I H S1 C)EkALK
NOTES
L-OO4,TIONI
/:-,ND DaPTHS OF E=-XIQ-rING UND9---FeGvQ>0LjNC> Plpa
C0N-rR4I,,CTOR IS RESPONSIBLE F=OR
`fa R"mrl!`ireCn
EXACT 7I I,.,40 DIES TH,
L
71
IE -
HE
IQ." COMPACTErD SUBGRADF-
COMPACT TO 90 V, OP
F -X I'ST G Q4a E-
MINIXIMUN4
4- SSP HA LT CONC
R E
G" COMPACTED
Af2EG,,a4,-TEF
I` -:L,4 -N N T M I X SEAL
PLANT
OV E QZ 2A
SASE COURSE
C0"P,4I,,CT 70
OF Mly\
T�4;C<NESS SH,4-,LL
F=INJA,.L
NOT BE
GS>�/o C)F=
(DENSITY
LESS THAN 4.11,
ROAD SECTION DETAIL
R I M F-::' C CXAT Com PA- c:TMQ 5"OILOV-V-�
-IQ-'C(:)MPAC7G:C) SUBGRAC>EE
COMPoth,(CT TO C3001,,, OF-
&LC)PfF- -2% WHERE NOT SHO\.VKJ MAXIMUM COMPACTION
ON PLAN S 'SepL cob, -r
4Ifj 2' ASP+ 6 L -T COtJCFer=-re 1'/-Z" FLANJT NAIX\
Co}}C OM F,,1,CTED P-,GGV
REG TF SEEAL C�
)E7PP- P:L4,N7 MIX E5��SFR-
EF>A(SF-C;C>URSE C(:)MPA'CT F=11N,�L- -rHICKWESS SH.4ol L N C-
T<O O-OSO/o OF KA X. PSN ITY LESS THAN 4",
NOTES 1, SHALL 5E EXTGNDED b,,T AN UPW,4,D SLOPE OF= 11' Rmf� F=00-17
TO LjOiW STF;->UCTU RE=- WHEN SE)GS OF IS LES1Z;
TH,es,Nj TW(D (/�Z) P --ROM ZTf;FUC7URE-
!*70AD SECTION DETAIL
NO SCA L UE
7-7777fi lir
-
iii (T`f Pm)
- it q
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C' fiT 0 tz -T Y'P.
0
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T Y
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iO
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4.
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(T-( P
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0 �Qk G c, I TYP 40. 0111, 00\Nev� t
C��ss iL III' F—F
I'Z:'A r5c C OMPA C.T rz- 0 -ro cot"ic (e, \ t E,\N
"t. M A X. C 0 m PA C, -r t 0 t-% 0 TT,
JUNCTION 13OX t\1 0 - I- JUNCTION BOX NO,2
L E D FOR A
GXIS7INC-- YaRC> I I N A. NJ PAC ILITIES
N S VV YA01, R D P I P I N G� ANC) �'ACIILITJE:S
REMOVE E=-XI'STINJG PIPE r --)P\ COI t)UIT
NJEVV CONNEC71ONJ TO )CI TING PIPE
ELECTRICAL- rOt-40UITe
PLAt,,I T VVPTE i:�,
4-
71
CO C R 71 S( ALK
Ate, AV M
V 23
LA \kl
EX IVr I H S1 C)EkALK
NOTES
L-OO4,TIONI
/:-,ND DaPTHS OF E=-XIQ-rING UND9---FeGvQ>0LjNC> Plpa
C0N-rR4I,,CTOR IS RESPONSIBLE F=OR
`fa R"mrl!`ireCn
EXACT 7I I,.,40 DIES TH,
F -
AND
70 �ev� PIPE,
TA
710 Xi57N(:� A�[)
am
j� D SECTION
1/4 = 1 1-011
H - 2
t - F- L `3 5 6
TCa x L T :5 -r VZ Q V
M 0 V r=. 7= X -$T. 6, t;' 7, C . P. tv
X I ST H U '�) A �A 0 1 t, -A!5 r�,\
AWQ MAKE WATF-k,4*7ii C-4iI-AT OtQ. USF --
k V--- LO C L0 15 L) P- I L.. 221
-T&V
AT 3 0t-A(Z-T e5 OX w t KD t.4 , L pz;e.
% 5 I,_7 t-* e-: V-4
CAS' &,�ZOQ *-k �5-T, 4 6 -c�� - V --
Cha CUT �L\.S5H\NkTIA
0 P e�-A W k T H N 0 t-1 - S \4 V;4k t --k W., Gk QT 41V-4 D M M 1N 4T C- R
!D
No. 15636
'IF CA
10.8-209
JOHN CAROLLO ENGINEERS
JOHN A. CAROLLO, P.E. (1906-1971)
H HARVEY HUNT, P.E.
M.
PHOENIX WALNUT CREEK FOUNTAIN VALLEY VISALIA HOWARD DONALD R. WAY, PREISLEE:
DONALD
R. P E
jvo ARIZONA CALIFORNIA CALIFORNIA CALIFORNIA GAIL P, LYNCH, P,E
WALTER R. HOWARD, P E
J. DAVID GRIFFITH, P E
CITY OF BAKERSFIELD
WASTEWATER TREATMENT PLANT 3 1981 INTER1,14 1!,1P RO V EMEN
YARD
G, APING,,, PAVING-,-, AND YARD P]PING PLAN,
cmtcxto DATE DRAWING NO. SHEET
DRAWN TRACED RtVISED
Y�l 12 26,
No. OF
,JUHC,Tl0N BOX -NO- I
JUqCT10�4 50X, Wo �2
l -T'-0 f) < '?� �- q- It OPF-4r46? Vv//411cLjp''
T
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15r, -C-CK-e- vv ru to P
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1, ALT F--9.,K4ATF. blP ITE I IiE) WOULD IRE 0ELEl'*NC,"i 7HE WHOLE NEVV WTRUCTURE,
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FOR COWTINL14710�4
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10.8-209
JOHN CAROLLO ENGINEERS
JOHN A. CAROLLO, F.E. (1906-1971)
H. HARVEY HUNT P.E.
HOWARD M. WAY P.E.
PHOENIX WALNUT CREEK FOUNTAIN VALLEY
DONALD R. PREISLER, P.E.
L CALIFORNIA
ARIZONA GAIL P. LYNCH, P.E.
4 CALIFORNIA
<`p F U^WAOM PE
PLAN—HEADWORKS
1/4'= 11-011
J. DAVID GRIFFITH, P.E.
W
CITY OF BAKERSFIELD
'4WASTEWATER TREATME11T4T PLANT 3 1981 INTERIM IMPROVEMENTS
1563
No,
(
4- ADVel OAKS
OF CA0
PLAN
c1mv
CHECKED DATE DRAWING No, SHEET
F
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FKH JAW._ �P2Q
DRAWN TRACED REVISED How I 1 3 No. OF 26
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3/4- 1 10.8-209
JOHN CAROLLO ENGINEER
JOHN A. CAROLLO, P.E. (1906-1971)
H. HARVEY HUNT. P.E.
HOWARD M. WAY, P.E.
PHOENIX WALNUT CREEK FOUNTAIN VALLEY VISALIA DONALD R. PREISLER, P.E.
ARIZONA CALIFORNIA CALIFORNIA CALIFORNIA GAIL P. LYNCH, P.E.
WALTER R. HOWARD, P. E
J. DAVID GRIFFITH. P.E.
CITY OF BAKERSFIELD
c
R TREATMENT PLANT 3 1981 INTERIM IMPROVEMENTS
WASTEWATE
P'. lit
X
WO R'
RE A 0
TI -0 N S"T
v XA,NJ E it,
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ItSIGNIK
-
c"ecoi DAT[
DRAWING NO.
T z—
DRAWN TRACED Rimsco
H-3 15
No. 26
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10.8-209
t—JOHN CAROLLO ENGINEERS
JOHN A. CAROLLO, P.E. (1906-1971)
H. HARVEY HUNT, P.E.
~ 'S HOWARD M. WAY, P.E.
r
PHOENIX WALNUT CREEK FOUNTAIN VALLEY VISALIA
DONALD R. PREISLER. P, E.
ARIZONA CALIFORNIA CALIFORNIA CALIFORNIA GAIL P. LYNCH, P.E.
u b o WALTER R. HOWARD, P.E
di. E ;,, . Hsi sr �b •y
' �+� •. fie:' j ��°' s L7 J. DAVID GRIFFITH, P.E
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10.8-209
t—JOHN CAROLLO ENGINEERS
JOHN A. CAROLLO, P.E. (1906-1971)
H. HARVEY HUNT, P.E.
~ 'S HOWARD M. WAY, P.E.
r
PHOENIX WALNUT CREEK FOUNTAIN VALLEY VISALIA
DONALD R. PREISLER. P, E.
ARIZONA CALIFORNIA CALIFORNIA CALIFORNIA GAIL P. LYNCH, P.E.
u b o WALTER R. HOWARD, P.E
di. E ;,, . Hsi sr �b •y
' �+� •. fie:' j ��°' s L7 J. DAVID GRIFFITH, P.E
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10.8-209
-
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10.8-209
SECTION
V4 -
DRAWN (ZLJ I TRACED ::: REVISED e. to Or
----------
""T A ELEVATION
FIE: Q) rtzWF_ C-C94EK 7j-9U,5,5f:-5 1-0 60�4rmm �CZ3,JsTr�zUCTIC>4
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10.8-209
_1110 JOHN CAROLLO ENGINEERS
JOHN A. CAROLLO, P.E. (1906-1971)
H. HARVEY HUNT. P.E.
HOWARD M. WAY, P.E.
VISALIA
ESS101, PHOENIX WALNUT CREEK FOUNTAIN VALLEY DONALD R. PREISLER. P.E.
41,
ARIZONA CALIFORNIA CALIFORNIA CALIFORNIA GAIL P. LYNCH. P.E.
WALTER R. HOWARD, P.E.
J. DAVID GRIFFITH, P.E.
141
. rz
CITY OF BAKERSFIELD
WASTEWATER TREATMENT PLANT 3 1981 INTERIM IMPROVEMENTS
432
4�!
HEADWORKS:
�o
ARCHITECTURAL ELEVATIONS, ROOF PLAN. HVAC
0 CHIC'qKED DRAWING No. SHEET
V?Ay . _rf-Il/ K -H 22
DRAWN TRACED REVISED 11�7 1 9 ?. 6
R A MCI$ No. oor
HARDWA
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MND k� RENA
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10.8-209
OHN CAROLLO ENGINEERS
JOHN A. CAROLLO, P: E. (1906-1971)
H. HARVEY HUNT P.E.
�t M HOWARD M . WAY: P,E.
, r.- 1'� 1- - I V
S 6 X% ISALIA
PHOENIX WALNUT CREEK FOUNTAIN VALLEY DONALD R. PREISLER. P E.
t A4 ARIZONA CALIFORNIA CALIFORNIA CALIFORNIA GAIL P. LYNCH, P.C.
ams WALTER R. HOWARD. P.E,
J DAVID GRIFFITH, P.E.
CITY OF BAKERSFIELD
t;a WASTEWATER TREATMENT PLANT 3 198,1 INTERIM IMPROVEMEWS
432
1
%
H EE, W 0 R K S
%
4
U:L E S
OF CA A-RC11 TE, JURAL D,ET,A:ILS, ANDN S,CH ED
SNI"
DESIGNED CHIC; DRAWING NO.
DRAWN TRACED RIVISCO How 8 20 26
No. OF
FINAL
yv
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STR U C T U F::?,F- 17=X7FP3� VVALL!-E-5 WALL. Wl1AWS
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CONCRETE FINIIcJH�\3-CHEDULE
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tt
10.8-209
OHN CAROLLO ENGINEERS
JOHN A. CAROLLO, P: E. (1906-1971)
H. HARVEY HUNT P.E.
�t M HOWARD M . WAY: P,E.
, r.- 1'� 1- - I V
S 6 X% ISALIA
PHOENIX WALNUT CREEK FOUNTAIN VALLEY DONALD R. PREISLER. P E.
t A4 ARIZONA CALIFORNIA CALIFORNIA CALIFORNIA GAIL P. LYNCH, P.C.
ams WALTER R. HOWARD. P.E,
J DAVID GRIFFITH, P.E.
CITY OF BAKERSFIELD
t;a WASTEWATER TREATMENT PLANT 3 198,1 INTERIM IMPROVEMEWS
432
1
%
H EE, W 0 R K S
%
4
U:L E S
OF CA A-RC11 TE, JURAL D,ET,A:ILS, ANDN S,CH ED
SNI"
DESIGNED CHIC; DRAWING NO.
DRAWN TRACED RIVISCO How 8 20 26
No. OF
TM 120 V
LEVEL INDICATOR
POWER ON
TM -PARAGON
PFw
H16H LEVEL-
LS
@2
START STANDBY
3
MANUAL
STH IGH -
WAVE i P POS POSITION, I
P
T T LAG
T I
CRI
RT LEAD
SPEEL)
sLOW
=.__jMANUAL
ALARM
LEVEL
SPEED
u r) b % i
a • i-,
CROUSEWITH RED GLOBE AND GUARD.
! ♦ NO. VDA25G
APPLETON ELECTRIC
• OR EQUAL,WITH 100,
ROUGH SERVICE LAMP 'A
/
♦ • SUPPLIED
■�
TIEN TO
DRIVE (WEATHERPROOF ENCLOSURE)
HA*WRA4L WITH
NOTE
STEEL U — BOLTS
10
tt
+ —
IN EXISTING WALL, COR E DRILL HOLE CONDUIT 4. D. I Ill .
,,,,,ELECTRICAL EQUIPMENT
GROUND BUS. OR LUG
OUN CORNERS F PLATE =
IN NEW CONCRETE, WALL OR DRYWALL, INSTALL PVC
'
(RADIUS=1/2") '1"°Y.
SCHEDULE 40 SLEEVE, CONDUIT DUIT O.D. + 1-1/2"
HORN, FEDERAL
HANDRAILS
CONTFL ST'AT'ION, HEAVY
�., .:. • .
r•.:..': ro:'=
GROUND CONDUCTOR ( IN `CONDUIT, WHERE
rt
DUTY, WEATHERPROOF WITH
a,.?�.:•�.;: SPONGE
GROUND
EXPOSE TO PHYSICAL DAMAGE
PUSHBUTTONS AND/OR
RUBBER
CONNECTIONS
TO'HAND-
HANDRAILS
SELECTOR SWITCHES AS READ.
114" {CLOSED PORE
NEMA TYPE,41 FOR RELAYS,
4
- -- 114 "ALU .PLAT
PIPE SLEEVE
WIRE DUCT AND TERmrNAL
ANEW WALL ONLY} CONDUIT
OND TO INTERIOR METALLIC
BLOCKS, SIZE AS REQUIRED
STAINLESS STEEL
COLD WATER PIPING SYSTEM
WHERE AVAILABLE
FD CONDUIT 80}t CONDUIT TO MOTOR
WEATHERPROOF, w.w...
WITH WEATHER—' ._
GRADE
.. . . .
PROOF COVER AL VAY
,: i e..... 20 T: O ORE CONCRETE
—W...y ♦••r NS I•
. t1 •. < _
•••�'�°•
PLATES (TOPA `
» FOUNDATION
a�GNID CONDUCTOR PER N.E.0 OR FOOTING
•
PADLOCK ATTACHMENT
BOTTOM)
�'��A�
Q �..�.
CONDUIT
CAULK AROUND CONDUI
WITH SYNTHETIC RUBBER
• dllx 1/ toBASE
NOT MORE THAN 3"0R LESS THAN I"
HERE CONCRETE IS IN DIRECT CONTACTr82,081\
ICAL HANrw%RAIL M 0"" 2 N T E"%
T ta U uu u
WITH EARTH
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TY'"I U Tor""N #*O%TAT ION NP UZI H 6 1 v Z)
CONDUIT THROUGH DRY WALL
{tETA'
r8lf\____D
N0 SCALE .
TYP NO SCALENft000r
VTYPJ
NO SCALE
WAY USING 5/
~
i �..
•
LEX OUTLET IN FD BOX, WITH
a • i-,
CROUSEWITH RED GLOBE AND GUARD.
! ♦ NO. VDA25G
APPLETON ELECTRIC
• OR EQUAL,WITH 100,
ROUGH SERVICE LAMP 'A
BASIN CONTROL STATION,l
f. ♦
g SAND BACKFILL
DIRECT BURIED
PVC CONDUIT
FD ! • .*
• • •.. EQUAL,
AND WEATHERPROOF LIGHT
SELECTOR,
OR,
ROUND CORNERS
/OF PLATE
(RADIUS = 1/2"
I /4" ALUM U— BOLTS
2 REOD.
!i
"
I /8"ALUM. PLATE
x 6 WIDE
CONDUIT
ON HANDRAI L
NO SCALE
a t a
BOLTS
COMCRETE
ANCHO-
5.
•
ALUM.
1
SIDE OF PLATE
r ! .
-DUPLEX RECEPTACLE ON
POLE WITH LIGHT 5WITCH
WUERE CALLED FOR ON PLANS)
T_
4s94ii
ALL
4- .� YYMOUNT
t
• ,
VARIES
I! "t I . STAINLESS STEEI.
1
CONCRETE ANCHOR
(4 RE
I— 1/4!'x 1-114"x 1/4"
ALUMINUM L
(TYPICAL)
j
W
I
SUIT EQUIPMENT 1
FURNISHED
eai BRACKET "NTING FOR EMERGENCY
CP7LIGHTiNG If-'&IXTURE
NO SCALE
t• 0
LIGHT $WITCH
84�0DETAIL - FIXTURE A
�rJYR SWITCH OUTLET (4 PLACES)
NTS
/
♦ • SUPPLIED
■�
DRIVE (WEATHERPROOF ENCLOSURE)
-----WEATHERPROOF
HORN, FEDERAL
HANDRAILS
CAT. • ♦ • •
•°
OR EQUAL
• /
�
a
""-�WEATHERPROOF
•
TO'HAND-
NEMA TYPE,41 FOR RELAYS,
RAIL WITH 1/4 It
WIRE DUCT AND TERmrNAL
BLOCKS, SIZE AS REQUIRED
STAINLESS STEEL
-BOLTSATTACH
d E Q D♦
WEATHERPROOF, w.w...
.► •
PUSHBUTTON
.. PUSHBUTTONSHALLa
PLATES (TOPA `
•
PADLOCK ATTACHMENT
BOTTOM)
�'��A�
TO ATTACH PANEL
• dllx 1/ toBASE
PLATE • :
FASTEN
WAY USING 5/
~
i �..
•
LEX OUTLET IN FD BOX, WITH
STAINLESS
WEATHERPROOF COVER
BOLTS
i y
O •
•i .11t
APPROPRIATE
PUSHBUTTONS, PLANS
• •-
HORN MAY BE INTEGRALPART OF o
BASIN CONTROL STATION,l
f. ♦
g SAND BACKFILL
DIRECT BURIED
PVC CONDUIT
FD ! • .*
• • •.. EQUAL,
AND WEATHERPROOF LIGHT
SELECTOR,
OR,
ROUND CORNERS
/OF PLATE
(RADIUS = 1/2"
I /4" ALUM U— BOLTS
2 REOD.
!i
"
I /8"ALUM. PLATE
x 6 WIDE
CONDUIT
ON HANDRAI L
NO SCALE
a t a
BOLTS
COMCRETE
ANCHO-
5.
•
ALUM.
1
SIDE OF PLATE
r ! .
-DUPLEX RECEPTACLE ON
POLE WITH LIGHT 5WITCH
WUERE CALLED FOR ON PLANS)
T_
4s94ii
ALL
4- .� YYMOUNT
t
• ,
VARIES
I! "t I . STAINLESS STEEI.
1
CONCRETE ANCHOR
(4 RE
I— 1/4!'x 1-114"x 1/4"
ALUMINUM L
(TYPICAL)
j
W
I
SUIT EQUIPMENT 1
FURNISHED
eai BRACKET "NTING FOR EMERGENCY
CP7LIGHTiNG If-'&IXTURE
NO SCALE
t• 0
LIGHT $WITCH
84�0DETAIL - FIXTURE A
�rJYR SWITCH OUTLET (4 PLACES)
NTS