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--M5 aC B" PC, WHEN SECTION
e�y
PLAN OUTSIDED,AMETEROF SECTION -
PIPE IS ST OR GREATER
STANDARD ftA,H. FRAMES COVER
WITH SALVADOR AGBOLTS), y'a pry�y
WATERTIGHT COVER JUNCTION BOX
�! �- APPLY SEALTIG14T -" ".OBB. S-19
REZI-WELD 1004 (MODIFIED)
EPDXY OR APPROVED
EOUALTO CREATE A
WATERTIGHT BOND
ATJOENTS
111 _ .I N
I. 7'- .. "JAREES I I
I MAX.1.._—
Pr I —
I p6 BAR CA I
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--�----I----1—
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OR APPROVED EQUAL
AT ALL BOX PENETRATIONS
GENERAL NOTES:
ALL CONCRETE TO BE OF CLASS "A" UNLESS OTHERWISE
SPECIFIED.
ALL REINFORCING STEEL SHALL BE OF #5 ROUND BARS
AND BENT AS SHOWN.
PIPE SHALL BE AS SPECIFIED OR. AS DIRECTED BY THE
ENGINEER.
B MANHOLE CASTING SHALL DE TO SPECIFICATIONS FOR
'STANDARD MANHOLE FRAME AND COVER' - MANHOLE
COVER SHALL HAVE CAST THEREON IN RAISED LETTERS
"IRRIGATION", LETTERING TO BE 3' IN HEIGHT & RAISED 1/8'.
ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS
OF THE SPECIFICATIONS ENTITLED "STANDARD
SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF
TRANSPORTATION'. CURRENT EDITION.
rol ' 1.
L 14r "A
: An:
hN M
IA
.11111111OR TRACT NO. 69658
(FILA'M DITCH)
ENGINEER'S
STATEMENT
36
7th.
131
J
32
STANDARD
33
2001 NUEELAN COURT 4927 CALLOWAY DRIVE, SUITE 101
99
1EVLOW
._.
At
L �lr
4
Iw
(661) 834-4814 TEL No: (661) 679-6780
ROAD
REM
K.C.M.B.M, 3.39 PER K.C.S.F.B. #1170, PG. 30 FOUND
X10
T2
7$
9 -._�
�I
CREEK/SNOW.ROAD
OLIVEORIVV��.
ELEVATION = 403.02' (PER COUNTY DATUM)
< RLl�C
T�, ][ F-
5rl
13
18
..]
17
a
EAST LINE OF THE SOUTHEAST QUARTER OF
0 6
SECTION 5, T. 29 S., R. 27 E. ON K.C.S. FILED
HAGEMAN
J
---- -
v
111011,111WA "Ll-]
LEGEND: LEGEND CON`i LEGEND (CO 'T)
A89ftETnAT14NS (i} SURVEY MONUMENT PROPOSED GATE VALVE & VALVE '39 •B i TOP OF JUNCTION BDX
FJ- RJOBLINE RAW RIGHT-OF-WAY BOX - SEE CWS PLAN
CL CENTERLINE M.H.AMH MANHOLE STORM. DRAIN MANHOLE EXISDNG GATE VALVE - — - - —
REV. ELEVATION SMH SEWER MANHOLE IRRIGATION JUNCTION BOX -- CENTERLINE
N.D.R.S.D. NORTH OF RIVER SANITARY STNM STORM DRAIN MANHOLE At ETRE HYDRANT __
IN.Y - SEE CHS PLAN D_—_.,—_. PROPOSED STORM DRAIN -SEE NORSE. PLAN
DISTRICT NO. t GB CATCH BASIN CATCH BASIN MINING FIRE HYDRANT
T.O.M. TOP OF MANHOLE GB GRADE BREAK - s PROPOSED SEWER -SEE N.O.ft.S.O. PLAN
INV, INVERT S/W SIDEWALK PROPOSED SEWER MANHOLE B PR 2' LA.OWOF
E,/ELEV, ELEVATION HO. HYDRAULIC GRADE LINE AMMBLY - SEE CWS PLAN _—� . _..—..._..._... yx ..__._......._... PROPOSED WATER - SEE CWS PLAN
P PROPERTY LINE D.W.S. DESIGN WATER SURFACE EXISTING SEWER MANHOLE
/L /—PPE SIZE PROPOSED IRRIGATION USE
E.P. EDGE. OF PAVEMENT XRW EX. RIGHT-OF-WAY EXISTING STORM DRAIN MANHOLE R' S—UUUTY:
EN/EXIST. EXISTING CBS CALIFORNIA WATER SAuACE TRACT BOUNDARY
CAG CURB & GUTTER K.C.D.S, KERN COUNTY DEVELOPMENT (y PROPOSED IRRIGATION/ACCESS MANHOLE G -GASB D-®
IS IRRIGATION STANDARD IR -IRRIGATION - EXISTING IRRIGATION
_....... - - EXISTING SEWER
EXISTING WATER
- - --- --- EXISTING STORM DRAIN
PHASE ^1 i (,]-...... EXISTING GAS
I ' 1 ! I I @ 17 I W j I<9 10 � 11112 i1 �1 i1 11 17118�1 j 2I j
__ 1
i 1 I I I 3 JLIJ
J ll M i` f7-._ `LJ
CUTQ E 38 7 36 3 1 33) �i i 3; 31 3€7 29 1 2 � 7 1 26 � 5 24 22
I C ( ! 21'
EX. 30"IR� IJftfW f I \ H-- --,�_ RfW 30"IR
3T B 30 IR -- _ ._ }j
-------- -- l� .. L
.-- ---CMINTY- �_.:_..- _„� s __ . EX. FOUR DITCH- _.-_ 30"1R iA -
,r\- .__ _.. _ ...-�EX SEWER �_--�- .,.-s ------ - _=--- -s.. - ' -- DITCH _ .. _.- s-
10 10 -IR
_ �-�
LLI
--. _.POINT OF CONNECTION TO EXISTING PIPE �-"-- -- --..-_ _+ ..m_ __ -- -- 101R--
- SNtW ROA®
- {REFER TO TRACT 7264 IRRIGATION PLANS} ---._ _- - -- _-_... __. ._ ------
CITY/COUNTY
BOUNDARY ---
iCITY/COUNTY BOUNDARY -__-- - -. EX. 10"IR --_.
DENOTES SHEET NUMBER FOR IRRIGATION KEY MAP
SCALE: 1"=80'
PLANSTHESE i SPECIFICATIONS W- PREPARED C
UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE ■
BELIEF COMPLY W111H CITY OF BAKERSFIELD, WATER RESOURCES
DEPT. ORDINACES, STANDARDS AND DESIGN
IMPROVEMENTALL REQUIREMENTS
_ iADVISORY AGENCY OR
OTHER BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON
THESE PLANS AND ANY ERRORS, OMISSIONS,VIOLATIONS
THOSE _ STANDARDS
CO2liI DURING COUSTRUCTION.
/ � I
3 8-1°1
APPROVED BY: ROGER 3 MdNTOSM R.G.E. 33322 DATE
EXP. 6-30-20
APPROVED Y:
WATER RESOURCES MANAGER FOR THE CITY OF BAKERSFIELD
IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF
BAKERSFIELD WATER RESOURCES DEPARTMENT.
REVIEWED Y•
STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR DATE
R.C.E. NO. \44898 jEXP. 3-31-20
9
IRRIGATION PIPE:
UNLESS OTHERVASE SPECIFIED ON THESE PLANS, THE IRRIGATION PIPE SHALL BE
REINFORCED CONCRETE PIPE (R.C,P.): REINFORCED CONCRETE PIPE SHALL BE A.S.T.M. OWN,
CLASS III AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD
SPECIRGATTONS, STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION
(STANDARD SPECIFICATIONS).
JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION
65-1.05 OF THE STANDARD SPECIFICATIONS.
CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 05-1,07
OF THE STANDARD SPECIFICATIONS.
MM i
i
1. COVER SHEET
MONTOSH Al ASSOCIATES LANDSTONE COMPANIES, LLC
2001 NUEELAN COURT 4927 CALLOWAY DRIVE, SUITE 101
2. SNOW ROAD
BAKERSFIELD, CA 93309 BAKERSFIELD, CA 93312
3, DETAILS
CONTACT PERSON - ROGER MCINTOSH CONTACT PERSON: MATE' WADE
(661) 834-4814 TEL No: (661) 679-6780
REM
K.C.M.B.M, 3.39 PER K.C.S.F.B. #1170, PG. 30 FOUND
CH. 1/4 CIRCLE ON TOP OF CURB AT WEST END OF
�a
THE SOUTHWEST CURB RETURN AT QUAIL
CREEK/SNOW.ROAD
ELEVATION = 403.02' (PER COUNTY DATUM)
LEGEND: LEGEND CON`i LEGEND (CO 'T)
A89ftETnAT14NS (i} SURVEY MONUMENT PROPOSED GATE VALVE & VALVE '39 •B i TOP OF JUNCTION BDX
FJ- RJOBLINE RAW RIGHT-OF-WAY BOX - SEE CWS PLAN
CL CENTERLINE M.H.AMH MANHOLE STORM. DRAIN MANHOLE EXISDNG GATE VALVE - — - - —
REV. ELEVATION SMH SEWER MANHOLE IRRIGATION JUNCTION BOX -- CENTERLINE
N.D.R.S.D. NORTH OF RIVER SANITARY STNM STORM DRAIN MANHOLE At ETRE HYDRANT __
IN.Y - SEE CHS PLAN D_—_.,—_. PROPOSED STORM DRAIN -SEE NORSE. PLAN
DISTRICT NO. t GB CATCH BASIN CATCH BASIN MINING FIRE HYDRANT
T.O.M. TOP OF MANHOLE GB GRADE BREAK - s PROPOSED SEWER -SEE N.O.ft.S.O. PLAN
INV, INVERT S/W SIDEWALK PROPOSED SEWER MANHOLE B PR 2' LA.OWOF
E,/ELEV, ELEVATION HO. HYDRAULIC GRADE LINE AMMBLY - SEE CWS PLAN _—� . _..—..._..._... yx ..__._......._... PROPOSED WATER - SEE CWS PLAN
P PROPERTY LINE D.W.S. DESIGN WATER SURFACE EXISTING SEWER MANHOLE
/L /—PPE SIZE PROPOSED IRRIGATION USE
E.P. EDGE. OF PAVEMENT XRW EX. RIGHT-OF-WAY EXISTING STORM DRAIN MANHOLE R' S—UUUTY:
EN/EXIST. EXISTING CBS CALIFORNIA WATER SAuACE TRACT BOUNDARY
CAG CURB & GUTTER K.C.D.S, KERN COUNTY DEVELOPMENT (y PROPOSED IRRIGATION/ACCESS MANHOLE G -GASB D-®
IS IRRIGATION STANDARD IR -IRRIGATION - EXISTING IRRIGATION
_....... - - EXISTING SEWER
EXISTING WATER
- - --- --- EXISTING STORM DRAIN
PHASE ^1 i (,]-...... EXISTING GAS
I ' 1 ! I I @ 17 I W j I<9 10 � 11112 i1 �1 i1 11 17118�1 j 2I j
__ 1
i 1 I I I 3 JLIJ
J ll M i` f7-._ `LJ
CUTQ E 38 7 36 3 1 33) �i i 3; 31 3€7 29 1 2 � 7 1 26 � 5 24 22
I C ( ! 21'
EX. 30"IR� IJftfW f I \ H-- --,�_ RfW 30"IR
3T B 30 IR -- _ ._ }j
-------- -- l� .. L
.-- ---CMINTY- �_.:_..- _„� s __ . EX. FOUR DITCH- _.-_ 30"1R iA -
,r\- .__ _.. _ ...-�EX SEWER �_--�- .,.-s ------ - _=--- -s.. - ' -- DITCH _ .. _.- s-
10 10 -IR
_ �-�
LLI
--. _.POINT OF CONNECTION TO EXISTING PIPE �-"-- -- --..-_ _+ ..m_ __ -- -- 101R--
- SNtW ROA®
- {REFER TO TRACT 7264 IRRIGATION PLANS} ---._ _- - -- _-_... __. ._ ------
CITY/COUNTY
BOUNDARY ---
iCITY/COUNTY BOUNDARY -__-- - -. EX. 10"IR --_.
DENOTES SHEET NUMBER FOR IRRIGATION KEY MAP
SCALE: 1"=80'
PLANSTHESE i SPECIFICATIONS W- PREPARED C
UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE ■
BELIEF COMPLY W111H CITY OF BAKERSFIELD, WATER RESOURCES
DEPT. ORDINACES, STANDARDS AND DESIGN
IMPROVEMENTALL REQUIREMENTS
_ iADVISORY AGENCY OR
OTHER BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON
THESE PLANS AND ANY ERRORS, OMISSIONS,VIOLATIONS
THOSE _ STANDARDS
CO2liI DURING COUSTRUCTION.
/ � I
3 8-1°1
APPROVED BY: ROGER 3 MdNTOSM R.G.E. 33322 DATE
EXP. 6-30-20
APPROVED Y:
WATER RESOURCES MANAGER FOR THE CITY OF BAKERSFIELD
IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF
BAKERSFIELD WATER RESOURCES DEPARTMENT.
REVIEWED Y•
STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR DATE
R.C.E. NO. \44898 jEXP. 3-31-20
9
IRRIGATION PIPE:
UNLESS OTHERVASE SPECIFIED ON THESE PLANS, THE IRRIGATION PIPE SHALL BE
REINFORCED CONCRETE PIPE (R.C,P.): REINFORCED CONCRETE PIPE SHALL BE A.S.T.M. OWN,
CLASS III AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD
SPECIRGATTONS, STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION
(STANDARD SPECIFICATIONS).
JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION
65-1.05 OF THE STANDARD SPECIFICATIONS.
CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 05-1,07
OF THE STANDARD SPECIFICATIONS.
MM i
i
1. COVER SHEET
MONTOSH Al ASSOCIATES LANDSTONE COMPANIES, LLC
2001 NUEELAN COURT 4927 CALLOWAY DRIVE, SUITE 101
2. SNOW ROAD
BAKERSFIELD, CA 93309 BAKERSFIELD, CA 93312
3, DETAILS
CONTACT PERSON - ROGER MCINTOSH CONTACT PERSON: MATE' WADE
(661) 834-4814 TEL No: (661) 679-6780
REM
K.C.M.B.M, 3.39 PER K.C.S.F.B. #1170, PG. 30 FOUND
CH. 1/4 CIRCLE ON TOP OF CURB AT WEST END OF
THE SOUTHWEST CURB RETURN AT QUAIL
CREEK/SNOW.ROAD
ELEVATION = 403.02' (PER COUNTY DATUM)
X2„003
DAM OF q 'ia
THE BEARING OF N 17491 E SHOWN FOR THE
a
EAST LINE OF THE SOUTHEAST QUARTER OF
SECTION 5, T. 29 S., R. 27 E. ON K.C.S. FILED
MAP NO, 7-1 BOOK 6, SHEET 50 WAS USED AS
THE BASIS OF BEARINGS SHOWN HEREON.
Know What's below.
II before you dig.
SUMP
i1�171ii1� 1,38
37 i 36 35 34
I I 1
33 5. ( 32 31
I f
WM1,
\ / '1 \ I 1 I N! z
EX. 30. IR
REFER T01R 7264 __
IRPoGATION-PLANS) _ IR L4 ,1 \ ` _w.` Jb� -:._� r ,a0 - -_.
_N T�. _�._�— PROP. FL-__ �)
N88'5414'W 30 IR 28610' -- _--
:._.-®-
30' -
Ex. S_//-_ _-(Su—J--.-- _ ' C]N - - X12' S = - --
N8854'14W 30 IR 60000 --
J -
C177/COUNTY I- - _BOUNDARY'I
- 17+00 - - - PROPOSED MmIAN
_— i6 0_-.N8854Y4"W 556.39' 19+00, - 20+00 W - 00 --
00.
EX MEDIAN -- ---r ��� _ --- - - ---
_S - - - - -r - ---
PROPOSED MEDIAN
oJ.G5 EX. R/W�tl
ULR �� rcnumiw rwm X0`8 �y�SJ J -i
Qf0!-, W�btnG � 20101 '�iO
I N 7�t+O W
nn
ti++ 6 �
m wig-.^
e
o n +
ryry¢d Vll llAA amen 9: rn iii ice_•••
FV�1 N ZwN
I
LINE TABLE
EXISTING TRACT 7229 UNE BEARING DISTANCE
412
410
408
406
404
402
400
398
396
394
392
390
388
386
384
if
30 I 29 I 28 i 27 i 26J 1 25 i 24
EXISTING FOUR DITCH TO BE
BACKFILLED PER GRADING PERMIT
NO. 16-40000021 SUBSEQUENT TO NEW
I
I
30 PIPE BEING ACCEPTED BY C.O.B.
I I
i 1
23
1
22
(FPV-'
471
L1
N 8950`10" W
69.80'
L2
N 89'50'10' W
.63.91'
L3
N 0072'59' E
16.14'
L4
N 8751'44" W
52.41'
30 I 29 I 28 i 27 i 26J 1 25 i 24
EXISTING FOUR DITCH TO BE
BACKFILLED PER GRADING PERMIT
NO. 16-40000021 SUBSEQUENT TO NEW
I
I
30 PIPE BEING ACCEPTED BY C.O.B.
I I
i 1
23
1
22
(FPV-'
471
i
R/W
s
200
CENTERUNE
{^
OIIZ+Dail
21
+N i
+ o++
NIFr�I
SMH
I
I 1
d
SDMH
�layy)
KNN
n
CB
CATCH BASIN
T.O.M.
a�
I
I EX 10* IRRIGATION UNE
a
/ IX 36' IR
1 AND STRUCTURE SHALL
BE REMOVED
d
/ (UNE BE
' I
¢y
FUTURE
COMMERCIAL
DEVELOPMENT
_ s _
_ 12 S -�- �' r.
- 4,
-'Iti5 - -_. - IX FOUR DITCH
_ R/W.. - -
SEESBIARATE
tel' __ . _ SEWER PLANS
- �'- _. t -
23+00 _ (4'11'/ 7 �/� -.� -m ry NLNl5414 YT 10_IRm 25132•— -. �� _� L31 ,_ r _
24+00 N685414'W - -25+00-_ -
1
T�-- \ _ Z6-i-�� 763.15 -27+00 __ --26+00- i--29+OOr - ( )
- - - - - _ _ _
- -- �_ -
-_—_ --. --- —._—NII ---—_— 3��-
< _— \ _ _"___.i --_ 30+00
.-_tL�--of-o---r.`-c (PROTECT IN PLAOL�„rt-e``}oJv
�-
IX. 10° IR. -
-(PROTECT
-t r - pF�� _ _
117-=� �)_- �,Nca '` omF
t'li _----.-_-
d _
rc
EX R/W z�o waoc an ijg F�rc
« z
00�KI�1�Qnn 2NW
aNN I W�00
U' JJNN (J O+ �ap
gdd I 2¢ ¢d FOPj 6MM
N N KN(~/1 d•NIn
I � I
SNOW R O A D NOTE: CONTRACTOR SHALL POTHOLE POINT OF
STA. 161 62.79 C.L. TO 30158.54 C.L. CONNECTION TO EXISTING IRRIGATION PIPE TO
SCALE: 1” = 50' HORIZONTAL VERIFY LOCATION AND ELEVATION AND NOTIFY
1" = 5' VERTICAL ENGINEER OF ANY DISCREPANCIES
rim
APPR (MATE Fl ISHED
I
SURFA I ABOVE�PIPEIINE <` _ _ I_____ ____----------- ''.__ _ ____ ----- r____'�---------_r__
IDL
____ --------------------�__ ____I_____ _I APPROXI TATE FIN
m
sc ^�
_ �____ .I APPh0%'MATE EIOSTING _ v" E 30' M . C04IIt. -__) I-___ ml ; • i... 1 -_--_-
- - - - _
31Y N. _I, _ -- - -- -- _ -
_ \ T' PIPELINE
�I
(,1ioD(N ABOVE J'I I I R DITCH
MIN. COVER
APPROXIMAT ExISTING
FUND ABO PIPEUIE
I
i I
I I I
INV. (. 30' IR V __-._ ._.. - I, -_ _ -__-_- I --____- � r--- �i`JV.-'•�" _- -_ _ _ - MlV.�O'-1
I V t' 3 1 I V. 30" IR
( TO TR 7264 yyIR 3 w 1 INV. 30' IR _.-- , .. -- -
IRRIOATI PUNS} - �• 'i ' __ _. Ilz _ --z J—_
w r
x 30 l _
zz Y U zz F Z i
zo
mad - -
r I I
i
I
6 d MM I n - OO ~•M nm =1� rt1M Z.OI
if li
II � I
-� i I >i
r m M
INSTALLINSTALL
z o ^ > LF F INSTALL 6191 LF
_ m ¢ w 52.41 LF, OF fig 80 t� N
- - - -�—-- jq mw-
0 4.1 R
O 0.1!!'6. INSTALL 6.10 OF 30' RGJ RCP O 0.10R' IN TALL 60).00 LF 30' R J RCP O.tOX INSTALL 1316.26 LF OF JO' RGJ- O 0.1 O 0.10R'
+00
17+00 18+00 19+00
LEGEND:
(FPV-'
471
ABBREMATIONS
FLOWUNE
R/W
RIGHT -0.' -WAY
200
CENTERUNE
{^
OIIZ+Dail
MANHOLE
+N i
+ o++
NIFr�I
SMH
0
ro
o
�
SDMH
�layy)
KNN
DISTRICT NO. i
CB
CATCH BASIN
T.O.M.
TOP OF MANHOLE
GB
GRADE BREAK
30' IR (L2)
_ s _
_ 12 S -�- �' r.
- 4,
-'Iti5 - -_. - IX FOUR DITCH
_ R/W.. - -
SEESBIARATE
tel' __ . _ SEWER PLANS
- �'- _. t -
23+00 _ (4'11'/ 7 �/� -.� -m ry NLNl5414 YT 10_IRm 25132•— -. �� _� L31 ,_ r _
24+00 N685414'W - -25+00-_ -
1
T�-- \ _ Z6-i-�� 763.15 -27+00 __ --26+00- i--29+OOr - ( )
- - - - - _ _ _
- -- �_ -
-_—_ --. --- —._—NII ---—_— 3��-
< _— \ _ _"___.i --_ 30+00
.-_tL�--of-o---r.`-c (PROTECT IN PLAOL�„rt-e``}oJv
�-
IX. 10° IR. -
-(PROTECT
-t r - pF�� _ _
117-=� �)_- �,Nca '` omF
t'li _----.-_-
d _
rc
EX R/W z�o waoc an ijg F�rc
« z
00�KI�1�Qnn 2NW
aNN I W�00
U' JJNN (J O+ �ap
gdd I 2¢ ¢d FOPj 6MM
N N KN(~/1 d•NIn
I � I
SNOW R O A D NOTE: CONTRACTOR SHALL POTHOLE POINT OF
STA. 161 62.79 C.L. TO 30158.54 C.L. CONNECTION TO EXISTING IRRIGATION PIPE TO
SCALE: 1” = 50' HORIZONTAL VERIFY LOCATION AND ELEVATION AND NOTIFY
1" = 5' VERTICAL ENGINEER OF ANY DISCREPANCIES
rim
APPR (MATE Fl ISHED
I
SURFA I ABOVE�PIPEIINE <` _ _ I_____ ____----------- ''.__ _ ____ ----- r____'�---------_r__
IDL
____ --------------------�__ ____I_____ _I APPROXI TATE FIN
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- - - - _
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MIN. COVER
APPROXIMAT ExISTING
FUND ABO PIPEUIE
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INV. (. 30' IR V __-._ ._.. - I, -_ _ -__-_- I --____- � r--- �i`JV.-'•�" _- -_ _ _ - MlV.�O'-1
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( TO TR 7264 yyIR 3 w 1 INV. 30' IR _.-- , .. -- -
IRRIOATI PUNS} - �• 'i ' __ _. Ilz _ --z J—_
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+00
17+00 18+00 19+00
LEGEND:
F.L
ABBREMATIONS
FLOWUNE
R/W
RIGHT -0.' -WAY
C.L
CENTERUNE
M.H./MH
MANHOLE
ELEV.
ELEVATION
SMH
SEWER MANHOLE
N.O.R.S.D.
NORTH OF RIVER SANITARY
SDMH
STORM DRAIN MANHOLE
HGL
DISTRICT NO. i
CB
CATCH BASIN
T.O.M.
TOP OF MANHOLE
GB
GRADE BREAK
INV.
INVERT
S/W
SIDEWALK
EL/EIFV.
ELEVATION
HGL
HYDRAULIC GRADE UNE
PA
PROPERTY UNE
D.W.S.
DESIGN WATER SURFACE
E.P.
EDGE OF PAVEMENT
XRW
FX. RIGHT-OF-WAY
IX./EXIST.
EXISTING
CWS
CAUFORNIA WATER SERVICE
C/G
CURB 1E GUTTER
K.C.D.S.
KERN COUNTY DEVELOPMENT
IR
IRRIGATION
STANDARD
Q
SURVEY MONUMENT
M PROPOSED GATE VALVE 8 VALVE
N W
BOX - SEE CWS PLAN
®
STORM DRAIN MANHOLE
�
EXISTING GATE VALVE
U❑
IRRIGATION JUNCTION BOX
yJ PROPOSED ARE HYDRANT
ASSEMBLY - SEE CWS PUN
CATCH BASIN
EXISTING FIRE HYDRANT
®
PROPOSED SEWER MANHOLE
S PROPOSED 2' BLOWOFF
o
ASSEMBLY - SIE CWS PLAN
..,
EXISTING SEWER MANHOLE
/-PIPE SIZE
EXISTING STORM DRAIN MANHOLE
8" S-UTIUTY:
®
PROPOSED IRRIGATION/ACCESS MANHOLE
W -WAG -GASB 0 -DEAN
0
1
IR -IRRIGATION
20+00 21+00 22+00
LEGEND (CONT.)
9
TOP OF JUNCTION BOX
— _ _ - _ CENTERLINE
-- D PROPOSED STORM DRAIN - SEE N.O.R.S.D. PIAN
— s PROPOSED SEWER - SEE N.O.R.S.D. PUN
w PROPOSED WATER - SEE CWS PLAN
IRPROPOSED IRRIGATION UNE
---------- TRACT BOUNDARY
EXISTING IRRIGATION
-- - __ EXISTING SEWER
-- - - EXISTING WATER
- EXISTING STORM DRAIN
EXISTING GAS
immmmmmmmms PHASE LINE
SECTION LETTER
2 SHEET WHERE SECTION IS SHOWN
23+00 24+00
CONSTRUCTION NOTES:
O CONSTRUCT IRRIGATION INLET STRUCTURE W/
CANAL GATE AT EACH OPENING PER DETAIL
ON SHEET 3.
O TOP OF JUNCTION BOX SHALL BE SET BELOW
FUTURE IMPROVEMENTS TO AVOID CONFUCTS
AND RAISED TO GRADE WITH GRADE RINGS.
O CONSTRUCT TRASH RACK AND FRAMING
SHALL BE HOT DIP GALVANIZED PER
A.S.T.M. SPECIFICATION A-123
25+00 26+00 27+00
414
412
410
408
406
404
402
400
398
396
394
392
390
28+00 29+00 30+00
�I
31+00
314
412
410
408
406
404
402
400
398
396
394
392
390
388
386
384
50
414
j 412
410
408
406
404
402
400
398
396
394
392
390
27+50 28+00 29+00 30+00 31+00 31+75
Know. what's below.
Call before you dig.
SCALE: 1" = 50'
50' 25' O' 50' too'
CITY RECORDS NO:
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PIPELINE
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RCP
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414
j 412
410
408
406
404
402
400
398
396
394
392
390
27+50 28+00 29+00 30+00 31+00 31+75
Know. what's below.
Call before you dig.
SCALE: 1" = 50'
50' 25' O' 50' too'
CITY RECORDS NO:
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30' C-10 CANAL GATE
W/24° FRAME EXTENSION
2° STEEL PIPE AIR
AIR VENT
DEEPEN FOOTING 3' BELOW CANAL GATES /
CLASS'B° CONCRETE (TW.)
0.5'
INLET STRUCTURE - PLAN WEW �1
1 "=3' 3
I
3
F
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TRASH RACK 1 TOE OF
SLOPE
I
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10' C-10 CANAL GATE
W/36' STORM EXTENSION I .
1 WALL MOUNT
#4 REBAR YE/W 0.5'
® 12OCC
SECTION B
SCALE. 1" = 3' 3
.M
I
J*X4'-6' GRADE 30, HOT DIP
GALVANIZED PROOF COIL CHAIN 'NTH
SAFETY SNAP HOOKS
Ir x i DIRECT METALS 19
SERRATED BAR GRATING Wil
CLIPS OR APPROVED EQUAL
L
SECTION D
SCALE. 1" = 2' 3
NOTE
TRASH RACK PLATES AND FRAMING
SHALL BE HOT DIP GALVANIZED PER
A.S.T.M. SPECIFICATION A-123
A
F
TRASH RACK
IRRIGATION INLET
STRUCTURE
11/16'. HOLE W/
1/2.0 X 2' BOLT W/
FLAT WASHER (X2)
6' HOLE W/
1/270 X 41/2°
LONG REDHEAD OR
EPDXYED BOLT W/
FLAT WASHER (X2)
* 5/6' x 6' RED HEAD TRUBOLT+, CS W/
ZINC PLATING, PART NO. CWS-5BK Be
GAL, INSTALL PER IGC -E3 ESN2427
RAIL CONNECTION DETAIL (E1
SCALE.- 1" = 1' 3
/-L YX2°X}°X4• LONG
TYP 2X
GA's \ 1}° x r DIRECT METALS 19 -W -T
SERRATED BAR GRATING NTH
SADDLE CLIPS OR APPROVED EQUAL
2
■
I PL 6'X45('
W/2 (}b HOLES
FOR P EXPANSION
ANCHORS
III }}'0 HOLES � (BOTH SIDES) �
DETAIL 2
SCALE: N.T.S. \
v
6;'x37° GRATING
WT OUT
71' , 1'-S
a
N
3/16"
'
O
e
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Z
i
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GA's \ 1}° x r DIRECT METALS 19 -W -T
SERRATED BAR GRATING NTH
SADDLE CLIPS OR APPROVED EQUAL
2
■
I PL 6'X45('
W/2 (}b HOLES
FOR P EXPANSION
ANCHORS
III }}'0 HOLES � (BOTH SIDES) �
DETAIL 2
SCALE: N.T.S. \
v
6;'x37° GRATING
WT OUT
71' , 1'-S
HOT DIP GALVANIZED
PROOF COIL OWN
WITH SAFETY SNAP I
HOOKS I
11/16' HOLE W/ 6'x5/16" R G
1/2.0 X 2' BOLT W/ 3---� ----
(LAT WASHER (X2) �
3 6 �_________.�__
3 6° L 4°X3°XrX4• LONG _-
' /1
1}° x }° DIRECT METALS \ I
19 -W -T SERRATED BAR
GRATING WITH SADDLE CLIPS 2 1/2-X a GRATING \
3°x5/16° B 0 OR APPROVED EQUAL WT OUT
e GC. \
h WALKWAY DETAIL
SCALE. • 1" = 1' 3
TVP. 3/16 m
2�y
4'x5/16° Q
14' x }° DIRECT METALS 19 -W -T •� � �
TRASH RACK DETAILS rF-'�\
SCALE. • I" = 2' 3
2' -6 -
SECTION
SCALE. 1" = 3' 3
2' AIR VENT PIPE
H� NON -SHRINK GROUT
MORTAR SEAL
I
! r,!!, 3 =
MEQ
JSTAINLESS STEEL BAND CORED CONCRETE WALL
(GPENING TO PROMDE A
MIN. U CLEAR)
'FERNCO' WATERSTOP,
QU APPROVED EQUAL
AIR LENT CONNECTION DETAIL H
NO SCALE 3
SERRATED BAR GRATING WITH SADDLE
CLIPS OR APPROVED EQUAy e
'24'
4
s' 2r
o it
\ }}'0 HOLES
e\
DETAIL 1
SCALE: N.T.S.
CONSTRUCTION NOTES:
OCONSTRUCT IRRIGA11ON INLET STRUCTURE W/
CANAL GATE AT EACH OPENING PER DETAIL
ON SHEET 3.
O TOP OF JUNCTION BOX SHALL BE SET BELOW
FUTURE IMPROVEMENTS TO AVOID CONFLICTS
AND RAISED TO GRADE VATH GRADE RINGS.
4'XYX}'X4' LONG
P 2X
3/16"
ASH RACK
PL 6'X4°Xr W/2
j}'4 HOLES FOR
}° EXPANSION
ANCHORS
(BOTH SIDES)
164,
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Call before you dig.
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CITY RECORDS NO:
N
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HOT DIP GALVANIZED
PROOF COIL OWN
WITH SAFETY SNAP I
HOOKS I
11/16' HOLE W/ 6'x5/16" R G
1/2.0 X 2' BOLT W/ 3---� ----
(LAT WASHER (X2) �
3 6 �_________.�__
3 6° L 4°X3°XrX4• LONG _-
' /1
1}° x }° DIRECT METALS \ I
19 -W -T SERRATED BAR
GRATING WITH SADDLE CLIPS 2 1/2-X a GRATING \
3°x5/16° B 0 OR APPROVED EQUAL WT OUT
e GC. \
h WALKWAY DETAIL
SCALE. • 1" = 1' 3
TVP. 3/16 m
2�y
4'x5/16° Q
14' x }° DIRECT METALS 19 -W -T •� � �
TRASH RACK DETAILS rF-'�\
SCALE. • I" = 2' 3
2' -6 -
SECTION
SCALE. 1" = 3' 3
2' AIR VENT PIPE
H� NON -SHRINK GROUT
MORTAR SEAL
I
! r,!!, 3 =
MEQ
JSTAINLESS STEEL BAND CORED CONCRETE WALL
(GPENING TO PROMDE A
MIN. U CLEAR)
'FERNCO' WATERSTOP,
QU APPROVED EQUAL
AIR LENT CONNECTION DETAIL H
NO SCALE 3
SERRATED BAR GRATING WITH SADDLE
CLIPS OR APPROVED EQUAy e
'24'
4
s' 2r
o it
\ }}'0 HOLES
e\
DETAIL 1
SCALE: N.T.S.
CONSTRUCTION NOTES:
OCONSTRUCT IRRIGA11ON INLET STRUCTURE W/
CANAL GATE AT EACH OPENING PER DETAIL
ON SHEET 3.
O TOP OF JUNCTION BOX SHALL BE SET BELOW
FUTURE IMPROVEMENTS TO AVOID CONFLICTS
AND RAISED TO GRADE VATH GRADE RINGS.
4'XYX}'X4' LONG
P 2X
3/16"
ASH RACK
PL 6'X4°Xr W/2
j}'4 HOLES FOR
}° EXPANSION
ANCHORS
(BOTH SIDES)
164,
Know what's below.
Call before you dig.
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CITY RECORDS NO:
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