HomeMy WebLinkAbout6.2-618LIS T OF DBA WINGS
SHEE T 7 Tl TL E SHEE T
SHEET 2 SEWER — PLAN & PROFILE
SHEET 3 DETAILS
SHEET 4 CITY STANDARDS
AppTdy-qu
CHI SEL ED "0" AT THE NW CORNER OF SEP TA GE
RECEIVING STA TION, PER COB FB 64B PG - 78.
EL E V.- 357.98
N 7 0000. 00
E 10000. 00
BASIS OF BEARING
THE MONUMENT A T THE NW CORNER OF SEC. 33
30/2 7 TO THE N 4 COR OF SEC 33 WA S USED
AS THE BASIS OF BEARING
N 89 °25'7 7"W
CITY STANDARDS
S-8, SW -1, SW -6, SW -7, ST—IJ
CONVENTIONAL SYMBOLS
EASEMENT
RIGHT—OF—WAY
CEN 7ERLINE
I I I I I I I I I I I I I RAILROAD TRACKS
x CHAIN LINK FENCE
PLANS FOR CONSTRUCT/ON
SEWER IMPROVEMENTS ALONG
McCUTCHEN ROAD
EAST OF GOSFORD ROAD
EXIS D
EXIST. CURB & GUTTER
EXIST A.C. FL OWLINE
EXIST EDGE OF PA VEMENT
GUARD RAIL
IMPRO VEMEN TS
O
Q
O
G LIFT
TA TION
EXISTING 60"
SEWER
-_ -� L10,
LIFT STATION �
— CONSTRUCT SEWER
lMPR01/EMEN TS
—EXISTING
60"
SEWER
MCCU7CHEN ROAD
EXIS TING
42 " SEWER
LOCA TION MAP
SCALE: 7: 200
WA S TE WA TER
TREA TMEN T
PLANT 3
Job No.: E71<103
File Name: SEWER IMPR.DWG
QRpFESS/ON
F� pEAN q�
w Q C
C 46803
y�
Exp. 6-30-09
J']9TF C / V I L
OF CA��
APPROVED BY:
PUBLIC WORKS DIRECTOR DATE
APPROVAL RECOMMENDED BY:
F --,Yl 1,
ASSISTANT PUB
S DIRECTOR
CIVIL ENGINEER IV — SDE ENGINEERINN
G
SEWER IMPROVEMENTS ALONG McCUTCHEN ROAD-
EAST OF GOSFORD RD.
=rte
DATE
NO
OF
4
SHEETS
0 1 2 3
UTILITY
SYMBOLS
FUTURE WATER LINE
s
EXIST SEWER LINE
— w
EXIS T GA S L INE
0
FU TURE S TORM DRA IN
— G
EXIST AERIAL
E
EXIST UNDERGROUND
— off
LINES
POWER LINE
EXIST UNDERGROUND
T
EXIST UNDERGROUND
— TV
TV CABLES
PHONE L INE
EXIST OIL LINE
FO
EXIST FIBER OPTIC LINE
— o
M.e H
MANHOLE
�H
FIRE HYDRANT
P.P.W.M.
Au
POWER POLE
❑
WATER METER
W.V.
❑
EXISTING MONUMENT
Da
WA TER VAL VE
G.M.
❑0
FU TURE MONUMEN T
®
GA S ME TER
• C. 0.
CLEAN OUT
G.V.
GAS VAL VE
{�}
BENCHMARK
O
Q
O
G LIFT
TA TION
EXISTING 60"
SEWER
-_ -� L10,
LIFT STATION �
— CONSTRUCT SEWER
lMPR01/EMEN TS
—EXISTING
60"
SEWER
MCCU7CHEN ROAD
EXIS TING
42 " SEWER
LOCA TION MAP
SCALE: 7: 200
WA S TE WA TER
TREA TMEN T
PLANT 3
Job No.: E71<103
File Name: SEWER IMPR.DWG
QRpFESS/ON
F� pEAN q�
w Q C
C 46803
y�
Exp. 6-30-09
J']9TF C / V I L
OF CA��
APPROVED BY:
PUBLIC WORKS DIRECTOR DATE
APPROVAL RECOMMENDED BY:
F --,Yl 1,
ASSISTANT PUB
S DIRECTOR
CIVIL ENGINEER IV — SDE ENGINEERINN
G
SEWER IMPROVEMENTS ALONG McCUTCHEN ROAD-
EAST OF GOSFORD RD.
=rte
DATE
NO
OF
4
SHEETS
0 1 2 3
SEQUENCE OF WORK QRoF ESS / k
F� pEAN
LEGEND ' 1. CONSTRUCT TIE-IN "D"MH MH B , AND NEW SEWER C AND 5. DISCONTINUE BYPASS PUMPING, COORDINATE RESTART OF LIFT
I TEMPORARILY TERMINA TE NEW SEWER 'C' JUST SHORT OF STATION WITH CITY. ALLOW LIFT STATION TO PUMP THROUGH GO
FLOW , , , , , ,EW
Z
EXISTING ACTIVE 42" SEWER MAIN A I EXISTING SEWER A WHILE SEWER A IS STILL IN SERVICE. MH C AND NEW SEWER J. ALLOW EX/ST/NG SEWER A TO REGISTERED Cl GINEER
AFLOW THROUGH MH 'A' AND NEW SEWER 'C' C 4680A3
FLOW ) » Exp. 6-30-09
2. CONSTRUCT TIE-IN G AND NEW SEWER J AND TEMPORARILY
I I TERMINATE NEW SEWER 'J' JUST SHORT OF EXISTING SEWER 'A' 6. ALL WORK STATED IN ITEMS 1 THROUGH 5 ABOVE SHALL BE CITY OF BAKERSFIELD
WHILE SEWER 'A' /S STILL IN SERVICE.
COORDINATED WITH 1501 TRUXTUN AVENUE TH THE CITY OF BAKERSFIELD AND THEIR 9T CIVIL
I
A EXISTING FORCE MAIN I CONTRACTOR FOR WWTP NO. 3. THIS WORK SHALL BE BAKERSFIELD, CA 93301 F OF Cpm_\F
I
J. BYPASS PUMP EXISTING 60-INCH THAT FLOWS INTO LIFT COORDINATED WITH THE SHUTDOWN OF EXISTING HEADWORKS
I
STATION AND EXISTING SEWER 'A' INTO EXISTING JUNCTION BOX STRUCTURE THAT CURRENTLY ACCEPTS SEWAGE FROM EXISTING REVISIONS
CONSTRUCT 42" SEWER LINE 'D' AND/OR NEW MH 'B'. COORDINATE TE SHUTDOWN OF LIFT SEWER 'A', AND THE START-UP OF THE NEW HEADWORKS
Q STRUCTURE THAT WILL UL T/MA TEL Y ACCEPT SEWAGE FROM THE No. DA TE DESCRIPTION
STA TION Wl TH CITY. NOTIFY CITY 72 HOURS PRIOR TO BYPASS
I z APPROX. LOCA TION 60-INCH SEWER LINE THAT RUNS EAST FROM EXISTING JUNCTION
B I I PUMPING.
OF FUTURE CANAL BOX 'D' TO WWTP N0. J. I IS ANTICIPA TED THAT THIS
DD TIE INTO 42" STUB ON WEST SIDE OF = _ — _ _ — --��� CUL VERT 4. REMOVE EXISTING SEWER 'A' SECTION INDICATED IN PLANS AND "CROSS-OVER" BETWEEN THE EXISTING HEADWORKS AND THE
EXISTING JB 'D' CONSTRUCT MH 'A' AND MH 'C' PER PLANS AND SPECIAL NEW HEADWORKS WILL OCCUR /N SEPTEMBER/OCTOBER 2009.
PRO VISIONS.
ZECONSTRUCT NEW MH 'A' PER DETAIL. r I I EX 60" SEWER ff_oK
E LINING PER SPECIAL PROVISIONS.---------►-- I _--- �- _ ______
FLOW L= I I --- FLOW-------------- �
F� D EXIST/NG JUNCTION BOX 'D '
I I FLOW CONSTRUCT T MH 'B' C
ZLREMOVE EXISTING FLANGE ON 36" DIP (N). I 60, STA. 15+50.48, 16.02L T STA. 15+85.00, 14.00L.T.
REMOVE EXISTING 42" RCP AS NEEDED. I FLOW Z FUTURE MEDIAN SF SEE DETAIL SHEET 3
EXTEND 60" PVC LINED RCP AND I ��F� »
CONSTRUCT NEW MH 'C'. I I cn McCUTCHEN ROAD ISLAND \ \ K — — EXISTING — —SEWER LINE_
10 I12 1,3
TIE INTO 60" STUB ON SOUTHWEST
AG
SIDE OF EXISTING JB Y.
FUTURE STORM DRAIN LINE G 42" TO BE
---I D -- D -- 0 -- D -- D -- D -- D -- D -- C -- D -- D -- D -- C
FUTURE WA TER LINE �— CEN TERL INE OF S TREE T AND F ABANDONED B Y
REMOVE EXISTING 42" PIPING TO CLEAR NW SEC COR 33 30/27 J
H I --_/- CONSTRUCTION N89-25'77"W) J OTHERS FROM STUB
CONSTRUCTION, TO LIMITS OF EXISTING N 10443.6870 I r-�-1 t-w w w LOW w w w
��� -------------- -------------------- --- - ----------- -----& PLUG TO WWTP3 SCALE:
BYPASS. SEE DETAIL SHEET 3 FOR E 7 L�-J - - I � y"- - i- -
EXISTING BYPASS SCHEMATIC. REMOVE TO 10IR T �R �R �R �R AL
�R HORIZ. l "= 40'
PROVIDE ADEQUA TE WORKING AREA TO I — R ,R
CONSTRUCT MH 'A' AND MH 'C'. I K EXISTING A CONSTRUCT MH 'A' E I � �'f � l EXISTING FENCE VERT.' 7 "_ 70'
O IRRI GA TION H C NS TRUC T MH C
APLUG END OF EXISTING 42" SEWER TO I PROPERTY LINE STA. 14+85.97, 46.92RT � I I S 15+27.35, 46.63RT EXISTING FIBER
EA S T OF MH 'C'. O I SEE DE TA IL SHEE T 3 L W i o 1
O SE DE TA IL ON SHEE T 3 OP TICS
A,/ CONSTRUCT NEW 60" SEWER LINE. Q i I
co CONNE T TO EXIST. 36" D.I. FORCE MAIN NOTE: CONTRACTOR SHALL VERIFY ALL
OQ) STA. 7 +22.07, 51.77RT ELEVATIONS PRIOR TO CONSTRUCTION.
EXISTING MANHOLES MAY BE USED EXl TlN 10 0/ LINE
O o
AK o
FOR BYPASS PUMPING. W X B
V
W
AL INSTALL 6„ SEWER LATERAL 4
BEYOND PROPERY LINE PER DETAILS LIFT STA TION
AND SPECIAL PROVISIONS. CONSTRUCT
DROP MANHOLE PER DETAILS.
10 11 72 73 74 75 76 75 76
Am CONSTRUCT NEW MANHOLE 'B' PER
DETAIL. LINING SHALL BE PER SPECIAL
PRO VISIONS.
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File Name: SEC 33.DWG Drawn: MEYER CE/JAF SEWER IMPROVEMENTS ALONG McCUTCHEN ROAD
EAST OF GOSFORD RD- PLAN/PROFILE 2 OF 4
4
CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E7K10J Design Eng: JLM SHEET
Date: 5-5-09 Checked By: J
0 1 2 3
360 360
APPRO EXIST GRO ND AT S TR E T CEN TERL E
350 _ _ _ np! IL
vv
it V
94
co
— -_ 350
FUTURE WA TER LINE
� F TURF CANAL UL VERT ---------'-'---'-'-'---------
340 �-_ _ -
__.._ _ �__ _____----- _____ ____-- _____ ___340
330 330
320 � °o o 0 320
� o m�
EX. 60' SEWER LINE EX. 60” SEW R LINE
INV J18.5±
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CUT EXl
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C
NS TRUC T 7
L F_
FLANGE
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OF 60" RC
Dl 36 " FM
W/ PVC L lNING
INV 318.0 +
Q
�Q
310
310
CONSTRUCT 90 LF OF
42" RCP W/ PVC LINING
CONSTRUCT 25 LF OF
42" RCP W/ PVC LINING
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CUT EXl
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FLANGE
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Dl 36 " FM
W/ PVC L lNING
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DEAN R
REGISTERED CIVIL V EN INEER C 46803
*
Exp. 6-30-09
CITY OF BAKERSFIELD
REMOVE 24" MJ 45° ELBOW 1501 TRUXTUN A VENUE qTF �F CAC �,
BAKERSFIELD, CA 93301 LIF
REMOVE FIELD COLLAR
REVISIONS
No, DA TE DESCRIP TION
CONSTRUCT MH 'C' PER PLA
NOTE: MANHOLE 'A'
CUT OFF FLANGE PRIOR TO TO BE ROTATED 180° 9'-4" MIN
MH INSTALLATION FROM PLAN SHOWN
EXISTING 42" RCP (TO 8'-2" MIN. 60" RCP
REMOVED PER PLANS)
♦ 84" DIA. MANHOLE
/ 72" DIA. MANHOLE
337.55 ♦ `� ���°
% INV.
FLANGE
\ t REMOVE EXISTING BLIND FLANGE 4�
�� 5 z CHANNEL z
FROM 36 DI FORCE MAIN AND
OR TO CSI I 42 CONSTRUCT MH @ END OF 36" DI.
36%24"DUCTILE MJ TE /
S 9°26 03 E MH B ♦ CHANNEL
W/P401 COATING NEXT JOINT oo i 89°55'OOE MH 'A' 337.65
INV.
CUT 42 SEWER 36" D.I.
EXISTING 36" DUCTIL
REMOVE 24" DI AND INSTALL 3' � ,�` FORCE MAIN
CONCRETE PLUG ,0 337.35 INV.
5 STUB TO REMAIN PER SPECIAL
4'
PROVISIONS
INSTALL 24" BLIND FLANGE ��� ° 1,�h
(LINED AND COATED) � STA. 15+50.48, 16.02 LT MH 'B'
STA. 15+27.32, 46.60 RT.
/ 337.70 INV. (MH 'A') MH RIM ELEV. 349.84 p- MH RIM ELEV. 349.75
REMOVE 24" MJ 90° ELBOW P 337.65 INV. MH 'B') STA. 14+85.97, 46.92 RT MH 'A'
REMOVE 24" DUCTILE SPOOL MH RIM ELEV. 349.65
EXISTING 36D.l. FORCE MAIN AT MH 'C' PLAN. MH 'A' AT STA 14+85.97, 46.92' RT PLAN. MH 'C' AT STA 15+27.35, 46.63' RT
PLAN. MH 'B' A T STA 15+50.48,16.02'L T
SCALE.- 3/8"=1'-0" SCALE.• 3/8"=1'-0"
SCALE: 3/8"=1'-0"
FOR MANHOLE FRAME AND
:I COVER SEE C.O.B. STD.
oo SW -6
I
24" DIA. GRADE RINGS
6" MIN. AS REQUIRED
ECCENTRIC CONE SECTION
V) LINED 1/2" MORTAR OR "KENT SEAL" I
PER MANHOLE BETWEEN SECTIONS TO FORM .y
n WATERTIGHT JOINTS TYP.
SPECS.
cn
RISER IZE 48 FLAT TOP REDUCER
w "T" VARIES/ * ° (AS REQ'D.)
Q SEE TABLE I POUR LEDGE AFTER
° tt,•.. ` . ° '_-r, MANHOLE IS SET
6" MIN.
GROOVED ANDLn MANHOLE
:• r != _L
!!! IT
MORTAR TYP. 5% SHELF
- --- _._
MANHOLE TABLE
MANHOLE NAME
"D"
"T"
MH "A"
72"
7"
MH "B"
72„
7"
MH "C"
84"
8"
a'. 4" MIN.
"D" VARIES/ SEE TABLE * "
t p•
Of
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v !! ` ;•. j.. 11 I!i
—� i �-�� i i[ €-�� i ► =T�— € = � i w=i � r=s � � � i �� i �- i=Ti= i i— i !— —� i=� � �_� i —
o #4 BARS z Q FORM SMOOTH
@ 12” M INSTALL RUBBER CHANNEL
o w O.C. EACH WATERSTOP TYP.
M o WAY (ALL PIPES)
MANHOLES 'A' OR 'B',
0' o
MH 'C' TRANSITION FROM 18" TO 30"
SECTION A B SECTION B
3
• SCALE. 3/8ff =1f —0n 3 SCALE. 3/8» =1f —0n
File Name: SEC 33.DWG Drawn: MEYER CE/ JAF SEWER IMPROVEMENTS ALONG McCUTCHEN ROAD. SHEET NO.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E7K103 Engineer: AM
Date: 5-5-09 Checked By J EAST OF GOSFORD ROAD- SECT/ONS 3 OF 4
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0 1 2 3
QRpFESS/ON
pEAN
Cl. A concrete collar + `%<��G�
avement 6.0" (0.15M) Min. 26.25" (0.67m) LO' (0.3m)
E � 25.25" (0.64m
� ) � 10.5" (o.27mJ� REGISTER D Cl 1`l L EN INFER � C 46803 �
n �• 0.75" (ZOmm)
�t• 2.0(0.6m) :•• :...
1.5" (4 0.825(75mm) Exp. 6-30-09
4
Standard zCover � * p
• and co r per city
`•� . slo ord SW -6 " 1.375" See Detail a" 30" � F CITY OF BAKERSFIELD�Q'
1 j (35mm)
(75mm) )50) TRUXTUN AVENUE 9TF �l V ��'�Fp��
l0"(0.15m) BAKERSFIELD, CA 9330 CA1-
°• � Clear Opening 0.5' (13mm)
4.0'(1.2m) Mortar Seal 17" (0.43m) REVISIONS
-� Clear Opening No. DATE DESCRIPTION
�{ ondard Tee 3Z.5-(0. 83mJ SECTION B -B
Construct Inside Drop
RIGH T - OF- WAY Water Seo/ (rubber gasket)
0.2'x 0.3' x 2.0' W000 STAKE SECTION A -A
(SOmm x 100mm x 0.6m W000 STAKE)
GROUND OR METAL STAKE ACCEPTABLE 0.5" (75mm)
Space at equal ' Min. 2 stainless steel strops at max.
Distances 3.0' (1.2m) spacing attached to manhole 1.0" (75mm) pattern See note 11. � / /
���j����/��/���,0.0 00mmJ in. shall with stainless hardware letters, 0.125" (3mmJ
14 GAGE 25' MIN. 1.5" (40mm) se// high LO" (25mm) Dia.
cr:10-
(0.8m M/N.)'--�- -1- draining blind pick
UTILITY CONDUITS WIRE __;: .� °•; -• �,°, 2.0" (50mm) pattern center hole
.•�"• _ � , ., �''• :' � hole tellers, 0.125" (3mm)
PLUG, SOLVENT WELDED ''••»'. '°'• :":.< �" •+' � `� •�•'�' :r•o
OR RUBBER GASKETED CAP »°a.:?': � ; •,,.• •. • • •»:.r''� '`�' ' • `°' ` high B `" B
ybr
Stondord °Elbow A A SEWE
THIS DETAIL IS FOR DROP° MANHOLE SEWER CLEANOUT
Notch lid to
SEWER LATERAL CONNECTION ONLY. SEE SHEET 3 see note 11.
4.0' MIN. FOR MANHOLE CONSTRUCTION find pick hole
(1.2m MIN.) LO" (25mm) pattern
DETAILS. 10" (25mm) pattern 06
DE
(0.�5"J(3mm)n
letters, 0.125" (3mm) tellers, 0. 125 (SmmJ high
high. Location for 9
high MANHOLE country o/ origin CLEANOUT
6.0 (O.15m) Pavement
NOTES.•
NOTES:
1. STAMP S" INTO CURB FACE OVER SEWER LATERAL. :;•' 2. L All work shall con/arm to the applicable NOTES:
(0 ) Standard Manhole sections o/ the specifications entitled
2. ENSURE 5.0' (1.5m) MINIMUM COVER AND 7.0' (21m) MAXIMUM COVER AT 1. All frames and covers shall be tested /or accuracy 1/31" (1mm)
PROPERTY LINE AND 5.3' (1.t3m) MINIMUM AT FLOWL/NE. Cover and Collar 'Standard Specifications, Slate of California, o/ /i( and shall be marked in sets prior to delivery. Machined
per Std. SW -6 Department of Transportation, adopted
J. LATERALS LOCATED SO NOT TO CONFLICT WITH UTILITIES. current edition.
Surfaces
2. The seats of frames and bearing laces o/ the covers
shall be machined for o smooth non -rocking ii( between 10.5" (0.27m)
Z. Drop manholes will only be allowed with the two costings. Taper
Mortar Seal
the approval o/ the City Engineer. rCo
Stondord Tee J. Costings shall be thoroughly cleaned and dipped twice
.�R 3. All manholes shot/ con/arm to Sec. 3.2.3 in oquick-drying, jet -block asphaltic compound to Frame
01 the manual text. provide o protective coating.
ra' Water Seal 4. Drop manhole is only allowed i/ drop distance DETAIL 'A "
4. All frames and covers shall be gray cost iron, free
(rubber gasket) is 30" (0.76m) or greater. from warps, crocks, holes, swells and cold -shot, and
shall have oworkmanlike /finish. Highway loading should 9. The 2.0' (50mm) pattern tellers on the manhole covers
u •- t be HS 20-44. shall hove one o/ the following designations• DRAIN or SEWER
Maximum slope allowed inside manhole
° 4.0" (100mm) Min. 5. Costing shall conform to the provisions o/ the specifications 10. Assembly shall be designed /or highway loading o/ HS 20-44.
° a �- r• �- /or gray -iron costings, serial designation ASTM.• A-48
° '8�3q� � (latest revision), Class No. 308. 11. 2.0" x 1.0" (SOmm x 25mm) diamond mat 0.125" (Smm) deep.
i»'°:°° *�•,.:»5 • '°• � ' ` FILENAME: SW-3REV FILENAME: SW-6REV
FILENAME: SW-1REV
°' • � ^� s; '• ' ;.' �: ' . ;� ; ;' ° DATE 6. The name of the manufacturing company shall be
DATE
STANDARD 6�2�99 • '��, ••+ .,'_• ' • •'' •°t' `•'' ' a °' on the underside o/ the cover.
•m 6299
�'.• STANDARD DRAWN 7' STANDARD °A� 6/2/99
DRAWN #�« ,' , • *: 'rp ' DRAWN
ecu :'^•_` X�.°;,." :• : 0.T5" ecu ecu
CHECKED ` ` ' • MANHOLE TYPE A CHECKED 7. Manhole fiome shall weigh not less than 120 lbs. FRAMES AND CHECKED
SEWER LATERAL MARKER M. SHAW 9.0" (0.23m) Class "4"Concrete INSIDE AND M. SHAW (54k nor more than 250 lbs 113k The cover M. SHAW
SCALE 9J ( 9J' COVERS FOR
SCALE N.r.s, shall weigh not less than 120 lbs 54k not more MANHOLES & CLEANOUTS �A<E N.T.S.
• N.T.S. Stondord 90° Elbow OUTSIDE DROP 9 ( 9)
APPROVED
SHEET N0. APPROVED SHEET NO. than 100 lbs (91kg). APPROVED SHEET N0.
CITY OF BAKERSFIELD OUTSIDE DROP CITY OF BAKERSFIELD W-3 CITY OF BAKERSFIELD
CALIFORNIA SW- � CALIFORNIA 8. Manhole covers shall have a sell draining blind pick CALIFORNIA SW -6
hole unless otherwise approved by the City Engineer.
GTY ENGNEER PUBLIC WORKS DEPARTMENT
CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT
°
File Name: SEC 33.DWG Drawn: MEYER CE/JAF SEWER MODIFICATIONS ALONG McCUTCHEN ROAD SHEET Ivo.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E7K103 Engineer: JLM
Date: 5-5-09 Checked By
EAST OF GOSFORD ROAD- STANDARD DETAILS
4 OF 4
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QRpFESS/ON
pEAN
Cl. A concrete collar + `%<��G�
avement 6.0" (0.15M) Min. 26.25" (0.67m) LO' (0.3m)
E � 25.25" (0.64m
� ) � 10.5" (o.27mJ� REGISTER D Cl 1`l L EN INFER � C 46803 �
n �• 0.75" (ZOmm)
�t• 2.0(0.6m) :•• :...
1.5" (4 0.825(75mm) Exp. 6-30-09
4
Standard zCover � * p
• and co r per city
`•� . slo ord SW -6 " 1.375" See Detail a" 30" � F CITY OF BAKERSFIELD�Q'
1 j (35mm)
(75mm) )50) TRUXTUN AVENUE 9TF �l V ��'�Fp��
l0"(0.15m) BAKERSFIELD, CA 9330 CA1-
°• � Clear Opening 0.5' (13mm)
4.0'(1.2m) Mortar Seal 17" (0.43m) REVISIONS
-� Clear Opening No. DATE DESCRIPTION
�{ ondard Tee 3Z.5-(0. 83mJ SECTION B -B
Construct Inside Drop
RIGH T - OF- WAY Water Seo/ (rubber gasket)
0.2'x 0.3' x 2.0' W000 STAKE SECTION A -A
(SOmm x 100mm x 0.6m W000 STAKE)
GROUND OR METAL STAKE ACCEPTABLE 0.5" (75mm)
Space at equal ' Min. 2 stainless steel strops at max.
Distances 3.0' (1.2m) spacing attached to manhole 1.0" (75mm) pattern See note 11. � / /
���j����/��/���,0.0 00mmJ in. shall with stainless hardware letters, 0.125" (3mmJ
14 GAGE 25' MIN. 1.5" (40mm) se// high LO" (25mm) Dia.
cr:10-
(0.8m M/N.)'--�- -1- draining blind pick
UTILITY CONDUITS WIRE __;: .� °•; -• �,°, 2.0" (50mm) pattern center hole
.•�"• _ � , ., �''• :' � hole tellers, 0.125" (3mm)
PLUG, SOLVENT WELDED ''••»'. '°'• :":.< �" •+' � `� •�•'�' :r•o
OR RUBBER GASKETED CAP »°a.:?': � ; •,,.• •. • • •»:.r''� '`�' ' • `°' ` high B `" B
ybr
Stondord °Elbow A A SEWE
THIS DETAIL IS FOR DROP° MANHOLE SEWER CLEANOUT
Notch lid to
SEWER LATERAL CONNECTION ONLY. SEE SHEET 3 see note 11.
4.0' MIN. FOR MANHOLE CONSTRUCTION find pick hole
(1.2m MIN.) LO" (25mm) pattern
DETAILS. 10" (25mm) pattern 06
DE
(0.�5"J(3mm)n
letters, 0.125" (3mm) tellers, 0. 125 (SmmJ high
high. Location for 9
high MANHOLE country o/ origin CLEANOUT
6.0 (O.15m) Pavement
NOTES.•
NOTES:
1. STAMP S" INTO CURB FACE OVER SEWER LATERAL. :;•' 2. L All work shall con/arm to the applicable NOTES:
(0 ) Standard Manhole sections o/ the specifications entitled
2. ENSURE 5.0' (1.5m) MINIMUM COVER AND 7.0' (21m) MAXIMUM COVER AT 1. All frames and covers shall be tested /or accuracy 1/31" (1mm)
PROPERTY LINE AND 5.3' (1.t3m) MINIMUM AT FLOWL/NE. Cover and Collar 'Standard Specifications, Slate of California, o/ /i( and shall be marked in sets prior to delivery. Machined
per Std. SW -6 Department of Transportation, adopted
J. LATERALS LOCATED SO NOT TO CONFLICT WITH UTILITIES. current edition.
Surfaces
2. The seats of frames and bearing laces o/ the covers
shall be machined for o smooth non -rocking ii( between 10.5" (0.27m)
Z. Drop manholes will only be allowed with the two costings. Taper
Mortar Seal
the approval o/ the City Engineer. rCo
Stondord Tee J. Costings shall be thoroughly cleaned and dipped twice
.�R 3. All manholes shot/ con/arm to Sec. 3.2.3 in oquick-drying, jet -block asphaltic compound to Frame
01 the manual text. provide o protective coating.
ra' Water Seal 4. Drop manhole is only allowed i/ drop distance DETAIL 'A "
4. All frames and covers shall be gray cost iron, free
(rubber gasket) is 30" (0.76m) or greater. from warps, crocks, holes, swells and cold -shot, and
shall have oworkmanlike /finish. Highway loading should 9. The 2.0' (50mm) pattern tellers on the manhole covers
u •- t be HS 20-44. shall hove one o/ the following designations• DRAIN or SEWER
Maximum slope allowed inside manhole
° 4.0" (100mm) Min. 5. Costing shall conform to the provisions o/ the specifications 10. Assembly shall be designed /or highway loading o/ HS 20-44.
° a �- r• �- /or gray -iron costings, serial designation ASTM.• A-48
° '8�3q� � (latest revision), Class No. 308. 11. 2.0" x 1.0" (SOmm x 25mm) diamond mat 0.125" (Smm) deep.
i»'°:°° *�•,.:»5 • '°• � ' ` FILENAME: SW-3REV FILENAME: SW-6REV
FILENAME: SW-1REV
°' • � ^� s; '• ' ;.' �: ' . ;� ; ;' ° DATE 6. The name of the manufacturing company shall be
DATE
STANDARD 6�2�99 • '��, ••+ .,'_• ' • •'' •°t' `•'' ' a °' on the underside o/ the cover.
•m 6299
�'.• STANDARD DRAWN 7' STANDARD °A� 6/2/99
DRAWN #�« ,' , • *: 'rp ' DRAWN
ecu :'^•_` X�.°;,." :• : 0.T5" ecu ecu
CHECKED ` ` ' • MANHOLE TYPE A CHECKED 7. Manhole fiome shall weigh not less than 120 lbs. FRAMES AND CHECKED
SEWER LATERAL MARKER M. SHAW 9.0" (0.23m) Class "4"Concrete INSIDE AND M. SHAW (54k nor more than 250 lbs 113k The cover M. SHAW
SCALE 9J ( 9J' COVERS FOR
SCALE N.r.s, shall weigh not less than 120 lbs 54k not more MANHOLES & CLEANOUTS �A<E N.T.S.
• N.T.S. Stondord 90° Elbow OUTSIDE DROP 9 ( 9)
APPROVED
SHEET N0. APPROVED SHEET NO. than 100 lbs (91kg). APPROVED SHEET N0.
CITY OF BAKERSFIELD OUTSIDE DROP CITY OF BAKERSFIELD W-3 CITY OF BAKERSFIELD
CALIFORNIA SW- � CALIFORNIA 8. Manhole covers shall have a sell draining blind pick CALIFORNIA SW -6
hole unless otherwise approved by the City Engineer.
GTY ENGNEER PUBLIC WORKS DEPARTMENT
CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT
°
File Name: SEC 33.DWG Drawn: MEYER CE/JAF SEWER MODIFICATIONS ALONG McCUTCHEN ROAD SHEET Ivo.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E7K103 Engineer: JLM
Date: 5-5-09 Checked By