HomeMy WebLinkAbout1.2-5900_REVIMPROl/EiLirNT PLi�NS FOR
GENERAL NOTES: (CIN STREET PLANS) McALLISTER RANCH GOLF COURSE
1 .
ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD DEVELOPMENT
STANDARDS AND OTHER
QUANTITY
CITY ADOPTED POLICY; STREET IMPROVEMENTS SHALL BE AS REQUIRED FOR TYPE
"A" SUBDIVISIONS.
2.
ANY WORK WHICH AFFECTS ANY EXISTING CITY MAINTAINED ROAD OR THE TRAFFIC
THEREON SHALL BE
530
COMPLETED WITHIN 20 WORKING DAYS FROM START OF WORK.
6" PVC C-900 PIPE
3.
PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN
ON THESE PLANS) SHALL
389
BE INSTALLED TO PLAN APPROVED BY THE CITY OF BAKERSFIELD ENGINEER.
36" STORM DRAIN
4,
PRIOR TO THE START OF ANY EARTHWORK, THE SUBDIVIDER HAS OBTAINEV
GRADING PERMIT AS REQUIRED
13
BY-GOl1ADOPTED U.B.C. (MODIFIED) AND GRADING ORDINANCE.
DRAIN OUTFALL
5.
ALL EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO STRUCTURES, POLE
$, PIPELINES, CONDUCTS,
"B" AND SUMP "B"
CANALS AND APPURTENANCES, WHICH ARE CONSIDERED TO BE OBSTRUCTIONs
BY THE CITY ENGINEER,
"D", SUMP "D" AND
SHALL BE RELOCATED AT THE EXPENSE OF THE SUBDIVIDER.
DETAILS FUTURE
6.
STORM DRAINAGE SUMP SHALL NOT BE ALLOWED TO ACCEPT WATER UNTIL S
CURED BY PERMANENT FENCING
"R" AND OUTFALL "F2"
OR IN THE CASE OF SHALLOW UNFENCED SUMPS NOT UNTIL COMPLIANCE WI
FH DEPTH AND SIDE SLOPE CRITERIA
"G1" AND DRAIN OUTFALL "02"
AS SET BY THE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS.
DRAIN OUTFALL
7.
ALL FRAMES AND COVERS WITHIN THE STREET RIGHT-OF-WAY SHALL BE ADJ
STED TO FINISHED GRADE
"A" AND SUMP "A" DETAILS
PER K.C.D.S. PLATE NO. R-57.
DRAIN OUTFALL
8.
WHEREVER "CITY ENGINEER" IS CITED IN THESE PLANS, IT SHALL EQUATE TO
"COUNTY ENGINEER".
9.
ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFI
ED AND COMPACTED PER
CITY STANDARD DETAIL ST -22.
- - SUBDIVISION BOUNDARY
10.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD S
ANDARDS AND STATE
OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS
------------------------DRILLING ISLAND
11.
PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRU
ION INSPECTION DEPARTMENT
SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049.
- - 345 EXISTING CONT04
12.
STAMP AND "S" IN CURB FACE OVER EACH SEWER LATERAL.
-/ PROPOSED CENTERLINE
13.
AN OPEN STREET PERMIT FOR EACH PHASE SHALL BE OBTAINED FROM THE
ITY OF BAKERSFIELD PUBLIC
WORKS DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN EXISTIN37
ACCEPTED STREET RIGHT-OF-WAY.
UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON ANA
PROVED ENGINEER'S ESTIMATE
FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS
REQUIRED SHALL BE POSTED
PRIOR TO ISSUANCE OF THE PERMIT.
EXISTING SPOT ELID1ATION
14.
THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, CURRENT EDITION,
APPLY TO THESE PLANS:
ST -1 CURB AND GUTTER ST -20 STREET KNUCKLE
p EXISTING POWER BOLE
ST -4 COMMERCIAL DRIVEWAY TYPE "B" ST -21 SURVEY MONUMENT
FLOW LINE GRADE
ST -5 RESIDENTIAL DRIVEWAY ST -22 STANDARD STRE
LIGHT
ST -8 SIDEWALK SW -4 TYPE "B" MANHOL
ST -10 STANDARD HANDICAP RAMPS SW -6 FRAMES & COVER
FOR MANHOLES
ST -12 PAVEMENT PATCHES D-14 CATCH. BASIN TYP
"A"
ST -14 STREET SPECIFICATIONS D-17 GUTTER DEPRESSIONS
4 ----�
--�_33 PROPOSED CONTOUR (MINOR)
ST -15 STREET CROSS SECTIONS T-1 STANDARD STREET
&GN (POST TYPE)
T-2 MISCELLANEOUS SIG
15.
IF REQUIRED FOR A MINIMUM COVER OF 30" PER COB STD. SEC. 3.4.5.2., EXISTING
PIPELINES AND
UTILITIES SHALL BE LOWERED AT THE DEVELOPERS EXPENSE PRIOR TO THE
NSTALLATION OF
BASE OR PAVING.
COB SEWER SPECIFICATIONS:
-.-
1.
ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF
BAKERSFIELD SUBDIVISION
Date
DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER.
2.
ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE 'B
AND NAME OF THE
MANUFACTURER, AND STRENGTH OR CLASS OF PIPE.
File Name:
3.
PVC PIPE INSTALLATION:
_
own. Chkd. Dsgn.
Date
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF
STM SPECIFICATIONS D 3034 AND
SDR 35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT
AND FREE FROM CRACKS, HOLES,
FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL
BE INJECTION MOLDED AND SHALL
BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT
PERMITTED.
'
B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY 0
JOINTS SHALL BE IN ACCORDANCE
WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE
CONNECTS TO VCP, USE COUPLINGS
APPROVED BY THE CITY OF BAKERSFIELD.
C1V1-.•''��
�
C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORD
NCE WITH ASTM D 2321. ONLY
0
CLASS I OR 11 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE.
4.
FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL
BE PLACED ON TOP
OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL AL
0 BE PLACED ON SEWER
LATERALS EXTENDING FROM SEWER MAIN TO RIGHT-OF-WAY LINE.
5.
SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPER
LINE, UNLESS OTHERWISE
NOTED ON PLANS.
6.
WYE -FITTINGS SHALL BE INJECTION MOLDED IN-LINE AND SHALL BE USED
R ALL LATERAL
CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM
DF 45' ABOVE THE
HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE
FITTINGS ONLY SHALL BE
USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC
PLUG (SOLVENT
WELDED).
7.
ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY
LINE AND SHALL BE
4" IN DIAMETER EXCEPT AS NOTED ON PLANS.
8.
THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF
BAKERSFIELD DRAWINGS
SW -4 AND SW -5 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD
SPECIFICATIONS OF THE
STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION.
9.
THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF
BAKERSFIELD STANDARD
DRAWINGS SW -6.
10.
SYSTEM TESTING:
INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHARTER
1.3 OF THE
SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER
AND
ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED
FOR TEST AND
INSPECTION.
PRI VA TE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTING AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF
THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE
NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF
RECORD OR NOT SHOWN ON THIS DRAWING.
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETE
NESS OF ANY SUCH INFORMATION OR DATA.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS
PRIOR TO CONSTRUCTION. 1-800-642-2444
T)RA C T
�590p, -PHASE I'SE WER LIFT STATION NO. I,
STORM DRAIN OUTFALLS & SUMPS
KERN COUNTY,
CALIFORN/A
SEWER MATERIAL LIST
SCALE. 1"_-1000'
DESCRIPTION
QUANTITY
UNIT
SEWER MANHOLE
3
EA
10" PVC SDR -35 PIPE
530
LF
6" PVC C-900 PIPE
389
LF
12" PVC SDR -35 VENT PIPE
389
LF
QUANTITIES ARE ESTIMATES AND SHALL
NOT BE USED FOR BIDDING PURPOSES
EXISTING SOUTHERN PACIFIC RAILROAD
PANAMA LANE t
COB SEWER SPECIFICATIONS (CON'T)
11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO
EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION
CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND
SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S
CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE
SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN
COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF
CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF
THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR
VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE
OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY.
NOTES FROM THE ENGINEER:
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION.
A PERMIT SHALL BE OBTAINED FROM CITY/COUNTY PUBLIC WORKS DEPARTMENT FOR
WORK TO BE DONE IN THE CITY/COUNTY STREET RIGHT-OF-WAY.
2. THE LOCATION OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN
AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE
COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES
WHICH MIGHT BE OCCASIONED BY HIS FAILURE. TO EXACTLY LOCATE, PRESERVE AND
PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES, ALL EXISTING
IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTERS, FENCING, ETC.) THAT
ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS
DIRECTED BY THE CITY/COUNTY ENGINEER.
3. WHERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING FACILITIES, THE CONTRACTOR
SHALL, PRIOR TO BEGINNING CONSTRUCTION VERIFY THE LOCATION (HORIZONTAL AND
VERTICAL), SIZE AND TYPE OF THE EXISTING FACILITY. SHOULD THE ACTUAL LOCATION,
SIZE OR TYPE DIFFER FROM THAT SHOWN ON THE PLANS, THE CONTRACTOR SHALL
NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES.
4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE HOURS OF CONSTRUCTION OF THE PROJECT,
INCLUDING THE SAFETY OF ALL PERSONAL PROPERTY; THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
5. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY/COUNTY
CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE.
6. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR.
THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY/COUNTY
ENGINEER AND/OR IRRIGATION DISTRICT.
7. STANTEC CONSULTING INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE
APPROVED IN WRITING BY STANTEC CONSULTING INC..
BASIS OF BEARINGS:
THE BEARING OF SOUTH 89' 36' 47" EAST AS SHOWN FOR THE SOUTHERLY
LINE OF THE SOUTHEAST QUARTER OF SECTION 22, T30S, R26E, M.D.M.
ON KERN COUNTY SURVEYOR'S FIELD MAP 7-1, BK 6, PAGE 33.
STORM DRAIN MATERIAL LIST
SCALE. 1"_-1000'
DESCRIPTION
QUANTITY
UNIT
DRAIN MANHOLE
10
EA
CATCH BASIN
2
EA
18" STROM DRAIN
908
LF
30" STORM DRAIN
303
LF
36" STORM DRAIN
1354'
LF
OUTLET STRUCTURES
13
EA.
PANAMA LANE
PLAN VIEW & KEYMAP
WALLiS M
RANCH
BAKERSFIELD, CALIFORNIA
wasco
1uIEaK c
RESERVE
TATE PARK
Maficopa
KERN RIVER STALE
R£CREA71ON AREA
VIC/NN Y MAP
NOT 7'0 SCALE
Q
0
W
Q
0
LARGE LOT MAP 6229 DEFINES GOLF
COURSE.
GOLF COURSE DESIGNED BY:
GREG NORMAN GOLF COURSE DESIGN
TIME OF DRAIN CALCULATIONS WILL BE
DONE IN ACCORDANCE W/ CONDITIONS
OF APPROVAL.
STORM DRAIN AND SEWER EASEMENT
DOCUMENT WILL BE PROVIDED TO CITY WITH A
LANKET EASEMENT OVER THE GOLF COURSE FOR
RAINAGE, SEWER, ACCESS AND INSPECTION PURPOSE
BENCHMARK USED:
TOP BRASS CAP IN CONCRETE MONUMENT AT INTERSECTION OF WHITE LANE AND
VIA IGLESIA. ELEVATION=359.27 (U.S.G.S DATUM)
PANAMA LANE
.BENCHMARKSET.,
0
1 »=1000' I
Tehachapi
1000' 1500
OWNER /SUBDIVIDER
SUNCAL COMPANIES
1700 K STREET
SUITE 120
BAKERSFIELD, CA 93301
(661) 322-7363
ENGINEER
STANTEC CONSULTING, INC.
1400 18th Street
Bakersfield, CA 93301
Tel. 661.616. 0000
Fox. 66t.616.2400
TOP OF 2" 'RON PIPE AT NORTHEAST CORNER OF SECTION 23, TOWNSHIP
SOUTH, RANGE 26 EAST, MOUNT DIABLO MERIDIAN.
ELEVATIOA-=348.19 (U.S G.S. DATUM)
ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY
DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WIT
THE CITY OF Bf,.KERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA
AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY
OR OTHER REVIEW BOARD.
ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES,
STANDARDS, OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION
SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTS
PLANS SUBMITTED TO THE CITY ENGINEER.
R. C. E No. 25993 EXP 3/31/08 /
CITY OF BAKERSFIELD
RECOMMENDED FOR APPROVAL
RAUL
vk 0
AS,SZ
PUBLIC WORKS DIRECTOR, RCE 39880
rANT PUBLIC WORKS DIRECTOR
OF BAKERSFIELD
REVIEWED BY TRAFFIC ENGINEER
APPROVED BY.•
KERN COUNTY
KERN COUNTY rD COMMISSIONER
APPROVED BY.
KERN COUNTY
'000-14f D6
DATE
2000'
DATE
8 Z Z z a�
DATE
)1 24 01.
DATE
DATE
OF ENGI EERIN AND SURVEY SERVICES DATE
Stantec Consulting Inc.
1400 18th STREET
Bakersfield, CA 93301
- Tel. 661.616.0000
Fax. 661.616.2400
www.stantec.com
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
140T scale the drawing - any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
LEGEND
SCALE. 1"_-1000'
1 STORM DRAIN
SHEETINDEX
CATCH BASIN
SHEET NO.
Kern County, California
,
DESCRIPTION
1.
TITLE SHEET
�- FUTURE STORM DRAIN MANHOLE
2.
DRAINAGE STUDY/BASIN LOCATION MAP
3.
DRAINAGE STUDY/BASIN LOCATION MAP
4.
DRAIN OUTFALL
"F" AND SUMP "F"
5.
DRAIN OUTFALL
"C", SUMP "C",
Title
DRAIN OUTFALL
"I" AND SUMP "I"
6.
DRAIN OUTFALL
"B" AND SUMP "B"
7.
DRAIN OUTFALL
"D", SUMP "D" AND
DETAILS FUTURE
STREET
8.
DRAIN OUTFALL
"R" AND OUTFALL "F2"
9.
DRAIN OUTFALL
"G1" AND DRAIN OUTFALL "02"
10.
DRAIN OUTFALL
"H" AND DRAIN OUTFALL "V"
11.
DRAIN OUTFALL
"A" AND SUMP "A" DETAILS
12.
DRAIN OUTFALL
"U' AND SUMP "U"
13.
LIFT STATION NO. 1
LARGE LOT MAP 6229 DEFINES GOLF
COURSE.
GOLF COURSE DESIGNED BY:
GREG NORMAN GOLF COURSE DESIGN
TIME OF DRAIN CALCULATIONS WILL BE
DONE IN ACCORDANCE W/ CONDITIONS
OF APPROVAL.
STORM DRAIN AND SEWER EASEMENT
DOCUMENT WILL BE PROVIDED TO CITY WITH A
LANKET EASEMENT OVER THE GOLF COURSE FOR
RAINAGE, SEWER, ACCESS AND INSPECTION PURPOSE
BENCHMARK USED:
TOP BRASS CAP IN CONCRETE MONUMENT AT INTERSECTION OF WHITE LANE AND
VIA IGLESIA. ELEVATION=359.27 (U.S.G.S DATUM)
PANAMA LANE
.BENCHMARKSET.,
0
1 »=1000' I
Tehachapi
1000' 1500
OWNER /SUBDIVIDER
SUNCAL COMPANIES
1700 K STREET
SUITE 120
BAKERSFIELD, CA 93301
(661) 322-7363
ENGINEER
STANTEC CONSULTING, INC.
1400 18th Street
Bakersfield, CA 93301
Tel. 661.616. 0000
Fox. 66t.616.2400
TOP OF 2" 'RON PIPE AT NORTHEAST CORNER OF SECTION 23, TOWNSHIP
SOUTH, RANGE 26 EAST, MOUNT DIABLO MERIDIAN.
ELEVATIOA-=348.19 (U.S G.S. DATUM)
ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY
DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WIT
THE CITY OF Bf,.KERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA
AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY
OR OTHER REVIEW BOARD.
ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES,
STANDARDS, OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION
SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTS
PLANS SUBMITTED TO THE CITY ENGINEER.
R. C. E No. 25993 EXP 3/31/08 /
CITY OF BAKERSFIELD
RECOMMENDED FOR APPROVAL
RAUL
vk 0
AS,SZ
PUBLIC WORKS DIRECTOR, RCE 39880
rANT PUBLIC WORKS DIRECTOR
OF BAKERSFIELD
REVIEWED BY TRAFFIC ENGINEER
APPROVED BY.•
KERN COUNTY
KERN COUNTY rD COMMISSIONER
APPROVED BY.
KERN COUNTY
'000-14f D6
DATE
2000'
DATE
8 Z Z z a�
DATE
)1 24 01.
DATE
DATE
OF ENGI EERIN AND SURVEY SERVICES DATE
Stantec Consulting Inc.
1400 18th STREET
Bakersfield, CA 93301
- Tel. 661.616.0000
Fax. 661.616.2400
www.stantec.com
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
140T scale the drawing - any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
LEGEND
1 STORM DRAIN
CATCH BASIN
Kern County, California
,
STORM DRAIN MANHOLE
�- FUTURE STORM DRAIN MANHOLE
STORM DRAIN OUTLET
WATER MAIN - SIZE AS NOTED
Title
-- ---- - GATE VALVE - SIZE AS NOTED
L
TEE - SIZE AS NOTED
P
-----� - FIRE HYDRANT - SIZE AS NOTED
i?
TITLE SHEET
c------� --- BLOW -OFF ASSEMBLY
PROPOSED SEWER MAIN .
M i"rh; PROPOSED SEWER FORCE MAIN
>✓
PROPOSED SEWER MANHOLE
Co
.-.-� PROPOSED SEWER CLEANOUT
Project No. Scale
PROPERTY LINE
�
r'
- - SUBDIVISION BOUNDARY
1844 00800 AS SHOWN
PROPOSED EASEMENT LINE
�r
------------------------DRILLING ISLAND
U
- - - PROPOSED RIGHT-OF-WAY
- - 345 EXISTING CONT04
-/ PROPOSED CENTERLINE
Ci -00
(/
x.�
✓ PROPOSED GRADE
EXISTING SPOT ELID1ATION
p EXISTING POWER BOLE
FLOW LINE GRADE
_.
345"-�
PROPOSED CONTOUR (MAJOR)
v
4 ----�
--�_33 PROPOSED CONTOUR (MINOR)
J
-.-
Revision E; Appd.
Date
Yp
File Name:
_
own. Chkd. Dsgn.
Date
Q�pF ESS/04,
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o. 2 993
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Exp.3-31-08
C1V1-.•''��
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OF CAO
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Client/Project
too
MCALLISTER RANCH GOLF COURSE
SEWER LIFT STATION, STORM DRAIN;
OUTFALLS AND SUMPS
Kern County, California
,
s
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Title
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P
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TITLE SHEET
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Co
Project No. Scale
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1844 00800 AS SHOWN
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Drawing No. Sheet
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KEY MAP
SCALE: AS SHOWN
0 250* 375' 500'
1"=250' mE E E
I E E NN
DETAIL "All
DETAIL 111311
Stantec Consulting Inc.
1400 18th STREET
Bakersfield, CA 93301
Tel. 661.616.0000
Fax. 661.616.2400
www.stantec.com
Stat
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec; Consulting Inc. is forbidden.
Construction Notes
(D PLACE 100 LF 12" I.D. PVC IRRIGATION SLEEVE,
100 LF 4" I.D. PVC ELECTRIC CIRCUIT SLEEVE,
AND 100 LF 4" I.D. PVC COMMUNICATIONS CABLE
SLEEVE. SLEEVES SHALL BE CONSTRUCTED WITH 48"
OF COVER.
O PLACE 100 LF 12" I.D. PVC IRRIGATION SLEEVE,
100 LF 4" I.D. PVC ELECTRIC CIRCUIT SLEEVE,
AND 100 LF 4" I.D. PVC SLEEVE FOR FUTURE USE.
SLEEVES SHALL BE CONSTRUCTED WITH 48" OF COVER.
Appd Date
Revision By
0
SQMPV,-,&_DR'AtN`,,,//
-OUTFALL
Dwn. Chkd.
Dsgn. Date
(§EE SHEET /5) sr
I
L
Ui No. 25993`��.
Exp.3-31 —08
CP
OF M0
0
U
4_
Q.
J
ClienVProject
TRACT, 6692
C
v VA00, ub
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IES
f
%-#GMPA
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MCALLISTER RANCH GOLF COURSE
C; 01
SEWER LIFT STATION, STORM DRAIN
LU
f.
OUTFALLS AND SUMPS
V)
2!
Kern County, California
0
OUTFALL_
-,-,,--(--SEE SHEET 7)
Title
DRAINAGE STUDY
7- #
BASIN LOCATION MAP
-------------------------------------------------------------- — -------------------------------------------- ------ -------------------
KEY MAP
SCALE: AS SHOWN
0 250* 375' 500'
1"=250' mE E E
I E E NN
DETAIL "All
DETAIL 111311
Stantec Consulting Inc.
1400 18th STREET
Bakersfield, CA 93301
Tel. 661.616.0000
Fax. 661.616.2400
www.stantec.com
Stat
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec; Consulting Inc. is forbidden.
Construction Notes
(D PLACE 100 LF 12" I.D. PVC IRRIGATION SLEEVE,
100 LF 4" I.D. PVC ELECTRIC CIRCUIT SLEEVE,
AND 100 LF 4" I.D. PVC COMMUNICATIONS CABLE
SLEEVE. SLEEVES SHALL BE CONSTRUCTED WITH 48"
OF COVER.
O PLACE 100 LF 12" I.D. PVC IRRIGATION SLEEVE,
100 LF 4" I.D. PVC ELECTRIC CIRCUIT SLEEVE,
AND 100 LF 4" I.D. PVC SLEEVE FOR FUTURE USE.
SLEEVES SHALL BE CONSTRUCTED WITH 48" OF COVER.
Appd Date
Revision By
0
File Name:
E
Dwn. Chkd.
Dsgn. Date
L
Ui No. 25993`��.
Exp.3-31 —08
CP
OF M0
0
U
Q.
ClienVProject
C
v VA00, ub
.,Ql Ib J A I
IES
%-#GMPA
x -
MCALLISTER RANCH GOLF COURSE
C; 01
SEWER LIFT STATION, STORM DRAIN
LU
OUTFALLS AND SUMPS
V)
2!
Kern County, California
0
0
Title
DRAINAGE STUDY
BASIN LOCATION MAP
O0
Co
Project No. Scale
1844 00800 AS SHOWN
LO
Drawing No, Sheet
Revision
0-002 2 of 13
0
00
CA
LO
IED P
SHED A
SUMP,„AIS &DRAIN ... ....
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OUTFALL
SEE SHEET 1 1
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'ACT 6569-1,1-'
511001
(SEE SHEET 6)
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IFION NO
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J
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SEE DETAIL "A"
(THIS SHEET)
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(SEE SHEET 114.1-1 illill0 R/W
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Z
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7
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35' CSL 35'
all -I
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23' 23'
10,
GFL=335.12 I I I GFL=335-12
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-------- JMIL
---------------------------------
----- --------
-------------------------------------------------------------------------------------------------- — --------------------------------------------------- -------------
KEY MAP
SCALE: AS SHOWN
13' U
TP=328.6
12" PVC PIPE PROFILE "A" INV=327.8(8"S)
N.T.S
C/L
30' 1 30'
0.63"
GFL=333.48 GFL=333.48
.2.0%
M
329(12"W) —J
FL=327.4(30"SD)
U-) TP=326.5
C; TP --326.7
0-63,
U-) BP=325.2
14" PVC PIPE—] 6' — P=324.7
I NV= 3 23.7 (10 "S)
PROFILE 111311
N.T.S
Stantec Consulting Inc.
1400 18th STREET
Bakersfield, CA 93301
Tel. 661.616.0000
Fax. 661.616.2400
www.stantec.com
Stantec
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
ni PLACE 100 LF 12" I.D. PVC IRRIGATION SLEEVE,
100 LF 4" I.D. PVC ELECTRIC CIRCUIT SLEEVE,
AND 100 LF 4" I.D. PVC SLEEVE FOR FUTURE USE.
O
PLACE 100 LF 14" I.D. PVC IRRIGATION SLEEVE,
100 LF 4" I.D. PVC ELECTRIC CIRCUIT SLEEVE,
AND 100 LF 4" I.D. PVC COMMUNICATIONS CABLE
SLEEVE.
R/W
Revision By —7ppd. Date
File Name:
E
Dwn. Chkd. Dsgn.
Dote
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'*.
No. 25993 •
Exp.3-31-08
Mi
C/Vii_
0
I
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•
R/W
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CIienVlJr ect
MCALLISTER RANCH GOLF COURSE
SEWER LIFT STATION, STORM DRAIN
OUTFALLS AND SUMPS
�I, ZS
Kern County, Califonnia
CO,
I
C)
Title
DRAINAGE STUDY
BASIN LOCATION MAP
.5
00
0
Project No. Scale
1844 00800 AS SHOWN
Drawing No. Sheet Revision
0-003 3 of 13 0
00
Lr)
1-1
5:
• 5R
4-- io
RJ/-\ r J J J J
MCALLISTER RANCH ROAD
PROP. GRADES" O
AT PIPE C/L N N
F RIM=341.00
i
I
? e
40 I
,
lit
I
I
I
335
I
-_-..-._.___.
g N ,
I
330
J I
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325 '
FL =330.09(36")
i
320
V
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315 Z
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o
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s �
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ul�
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1"=50'H0 50' 75 100'
Y 1 „=51
v0 5 7.5' 10'
l
j l STARTING
I E `
I DEPTH
I
i = '
z�
328.10 330
------� 325
HGL (HALF
315
I I i
EXISTING 240 OF 36" R.d.P., CL—III SUMP "F", BOTTOM
W/ RGJ DRAIN PIPE, S=0.0120 ELEV=314.0
J t _3TC-36"DRAIN PIPE 310
OUTLET STRUCTURE)
i
o � via o
mc:) o
17 —+= +.
s 18 i
NOTE:
DRAINAGE EASEMENT SHALL BE CLEAR
OF TREES, SHRUBS, GREENS AND
TEES.
NOTE:
BASIN HATCHING REFLECTS EXTENT OF
WATER RETAINED FROM 100 YEAR, 24
HOUR &ENT.
NOTE:
MCALLISTER RANCH IS TO MAINTAIN IN
SUMP AND INSERT AVAILABLE VOLUME
FOR STORAGE OF 100 YEAR 24 HOUR
STORM EVENT RUNOFF.
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
Stantec Consulting Inc.
1400 18th STREET
Bakersfield, CA 93301
Tel. 661.616.0000
Fax. 661.616.2400
www.staniec.com
Stantec
Copyright Reserved
The Contractor shallverify and be responsible for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
O EXISTING TYPE "B" MANHOLE PER
C.B.D.S. NO. S-21.
O EXISTING OUTLET STRUCTURE PER
C.B.D.S. NO. S-9.
Revision BY A Dat
N
.—
M
r7
gUP`
a
1"=50'H0 50' 75 100'
Y 1 „=51
v0 5 7.5' 10'
l
j l STARTING
I E `
I DEPTH
I
i = '
z�
328.10 330
------� 325
HGL (HALF
315
I I i
EXISTING 240 OF 36" R.d.P., CL—III SUMP "F", BOTTOM
W/ RGJ DRAIN PIPE, S=0.0120 ELEV=314.0
J t _3TC-36"DRAIN PIPE 310
OUTLET STRUCTURE)
i
o � via o
mc:) o
17 —+= +.
s 18 i
NOTE:
DRAINAGE EASEMENT SHALL BE CLEAR
OF TREES, SHRUBS, GREENS AND
TEES.
NOTE:
BASIN HATCHING REFLECTS EXTENT OF
WATER RETAINED FROM 100 YEAR, 24
HOUR &ENT.
NOTE:
MCALLISTER RANCH IS TO MAINTAIN IN
SUMP AND INSERT AVAILABLE VOLUME
FOR STORAGE OF 100 YEAR 24 HOUR
STORM EVENT RUNOFF.
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
Stantec Consulting Inc.
1400 18th STREET
Bakersfield, CA 93301
Tel. 661.616.0000
Fax. 661.616.2400
www.staniec.com
Stantec
Copyright Reserved
The Contractor shallverify and be responsible for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
O EXISTING TYPE "B" MANHOLE PER
C.B.D.S. NO. S-21.
O EXISTING OUTLET STRUCTURE PER
C.B.D.S. NO. S-9.
Revision BY A Dat
0
File Name-
Dwn. Chkd. Dsgn.Date
F SS/p
No. 25993�Z: i
Exp.3-31-08
o
3
CIVIL O
�l9jF
OF CAO����Q
0
7 -Z 4 -D6 °
ClientlProjed
MCALLISTER RANCH GOLF COURSE
r ;w
SEWER LIFT STATION, STORM DRAIN =�
OUTFALLS AND SUMPS]
Kern County, Califomia `
s
Title s
DRAIN OUTFALL " F " Cr) I
AND SUMP "F"
c
Project No. Scale O
1844 00800 AS SHOWNco
Drawing No. Sheet Revision
C-101 4 of 13 0
(SEE MAJOR RoCHECO RODS 1.4 AD
ENT PLANS)
90' R/W
45' 45'
34' 34' PL
I � i II t I O b MN
I � � :` I / S�(P• v �
3
I Lr)
I 3
GP C-4
1 �
34 34' 1
45' 45' I
�_
N• j Y„
(SEE MAJOR ADS ACHECO ROAD _>:
MA 1
ROADS .4 IMPROVEMENT T NS)
I ,; 04
I
I /�3 X30
I cv
{ n / A /bV
M
O
SUMP "C" DESCRIPTION
VOL. REQUIRED = 4.43 AC. -FT.
VOL. PROVIDED = 8.66 AC. -FT.
BOTTOM ELEV. = 310.00
100 YEAR W.S. ELEV.=322.44
TOP OF BANK ELEV. = 328.0
op
CIA
A n -N
Co
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aq
a
CID r CJ
D RAIN OUTFALL "C" AND SUMP "C"
SUMP "I" DESCRIPTION
VOL. REQUIRED = 1.07 AC. -FT.
VOL. PROVIDED = 2.75 AC. -FT.
Rppd. Date
W
BOTTOM ELEV. = 322.0
3
0
File Name:
0
100 YEAR W.S. ELEV.=325.46
Dsgn. Date
rn
Q S
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TOP OF BANK ELEV. = 328.0
No. 25993 z
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Exp.3-31-08 =
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EXI
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ABOVE DRAIN! PIPE
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<
w
V'
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L=334.00
333.26 &
u?
OUTFALL "I" AND SUMP "I"
.:
U
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i
i- ----
RCP CL -III
/
----
��
-
YEAR
16
- - ----
UQ
W/RGJI DRAIN PIPE,
-3-,,-
N83'49 35 W�
-
I \ W.S.
LEV 325.46 ){,
TARTING H
PLACE
j W/RGJ,
305 LF OF 18"
DRAIN PIPE,
3
��-- 7_7ELEV
ff
= HALF
STA. MH(D)1
viF
�
"X": N13228.9589
M -(T DRAIN ]PIP
STRUCTURE
i
l
I
"Y": E19634.2707
'
SUMP "I" B
ELEV=322.0 I
i
0
F
CD
NOTE:
BASIN HATCHING REFLECTS EXTENT OF
WATER RETAINED FROM 100 YEAR, 24
HOUR EVENT.
NOTE:
McALLISTER RANCH IS TO MAINTAIN IN '
SUMP AND INSERT AVAILABLE VOLUME
FOR STORAGE OF 100 YEAR 24 HOUR
STORM EVENT RUNOFF.
t
NOTE:
DRAINAGE EASEMENT SHALL BE CLEAR i 331 .0
OF TREES, SHRUBS, GREENS AND
TEES. '
1
PROP. GRADES
AT PIPE C/L a° o O 6N
N06 N O O rrj
r�
345 _ ..-. _.__...._._..._. _._. _..__.......,..._ �- . _._._ _ - _ -_ 345 350
T c i
RIM=338.60 RIM=338.60
340 ___..__._ ___.__.__ _-PtAGE-4 „ 340 345
OF PIPE '(PAINTED YELLOW)
HGL'0=334.97
t
I;I _ II HGL,o=X33.71 r'
r. "'"`.��+ ' (I ' EXISTING I GROUND ABO E DRAIN PIPE; '
335 *..,,.. .... .. ...:.........._ ..__ __._._...___....._._._._ _. _.;.._.. _
IT " �_._ _4 ; 9IM=3U00(1' ABOVE FG) j 1335 340
ftft
FL=333.24 �L
I HGL,o�330.69�
FUTURE 72 LF OF 30" RCP CL -III; _.__._ I i #
3
W/RGJ DRAIN PIPE, :S=4:0012 I I 30 335
FL=332.33(IN)
i
FL=329.13(OUT)
.
FUTURE 20 LF OF 30" RC{P CL -III i f
W/RGJ DRAIN PIPE, S=0.0;123 I HG
325 -_._.. 325 330
FL=328.8 & PLUG ENO I i _ ' i 100 YEAR! i
{ W.S. E { EV=322.44 I
PLACE 72 LF OF 30 RCP, CL -I11 I FL=329.00 '98»
W/ RGJ DRAIN ;PIPE, S=0.0173 FL=328.00(30 l r I
t
320 _ _. _ _._ . ; . _. _. __ PLACE...�.g.__. _ ._ '___ , _r. a --j I_... 320 325
W/ R.GJ. DRAIN PIPE; =0.1053 t f
i I 4
3 I
STARTING HGL ELEV I
HALF $DEPTH =316.27
I
! sss
k
{ 4 s
s i
315_ ------- _
y 315 320
i i I 1 f
w !
i
vz ! �
= I Q 2Qf FL�310.00(30" DRAIN PIPE i _310 a Art--0UTtET_-STROCTURO
310 315
:D _ 0 ! $UMP C iI
a, LO( f OT ELEV.=31 .00 i
p u7 to M,
Q
t
+ + +
+ +
.
10 11 12 13 14 15 16
J
W
w
W
W
N
N
CQ
I
J
N
OD
W
W
0
DRAIN OUTFALL "I" AND SUMP "I"
CA I
., _.A
1"=50'H
1 "=5'V 0
,,,- PL
12
13
NOTE:
50' 75'
5' 7'6"
ALL STATIONING IS ALONG
STREET CENTERLINE EXCE
WHERE NOTED AS FLOWLI
STATIONING.
350
345
a
340
335
330
;L 325
IEPTH)=323.73
320
TTO M
315
Stantec Consulting Inc.
1400 18th STREET
Bakersfield, CA 93301
Tel. 661.616.0000
Fax. 661.616.2400
www.stantec.com
JL
fc
100' Copyright Reserved
Ell The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors or omissions shall be reported to
10' Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
Ol PLACE 75 LF OF 18" R.C.P., CL -III W/
R.G.J. DRAIN PIPE, S=0.05 PLUG END
FL AT MH=329.00, FL AT UPSTREAM
END=332.75
O2 CONSTRUCT OUTLET STRUCTURE PER
C.B.D.S. NO. S-9.
O CONSTRUCT TYPE "B" MANHOLE
PER C.B.D.S. NO. S-21.
O PLUG 30" PIPE.
�5 PLUG 18" PIPE.
>T
IE
Rppd. Date
Revision By
3
0
File Name:
a
0
Dwn. 7,d.
Dsgn. Date
rn
Q S
0
� o �2•
'�
No. 25993 z
_T
Exp.3-31-08 =
I
I RIM=3;1.0.00
i
P CE 2"X6" MARKER
0 PIPE (COLORED
AT END
YELLOW)
EXI
TING GROUND
i
ABOVE DRAIN! PIPE
I
1
Client/Project
VA(„ -( LA#JD/ LU.-
dol o
°
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N
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CIO
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SEWER LIFT STATION STORM DRAIN
0
OUTFALLS AND SUMPS
V'
1
HGL
0
s ° U
4C
Title•
L=334.00
333.26 &
OUTFALL "I" AND SUMP "I"
.:
U
0
i
PUG END
i FUTURE 20 LF OF 1�„
RCP CL -III
00
��
100
YEAR
Revision
W/RGJI DRAIN PIPE,
=0.0369
I \ W.S.
LEV 325.46 ){,
TARTING H
PLACE
j W/RGJ,
305 LF OF 18"
DRAIN PIPE,
RCP, CL -III
=0.0369
��-- 7_7ELEV
ff
= HALF
f
viF
�
522.
& OUTLr
M -(T DRAIN ]PIP
STRUCTURE
i
l
I
Z:
; I
'
SUMP "I" B
ELEV=322.0 I
i
F
CD
i
4
a
ON
o
i ++
UT)
+
N
t
12
13
NOTE:
50' 75'
5' 7'6"
ALL STATIONING IS ALONG
STREET CENTERLINE EXCE
WHERE NOTED AS FLOWLI
STATIONING.
350
345
a
340
335
330
;L 325
IEPTH)=323.73
320
TTO M
315
Stantec Consulting Inc.
1400 18th STREET
Bakersfield, CA 93301
Tel. 661.616.0000
Fax. 661.616.2400
www.stantec.com
JL
fc
100' Copyright Reserved
Ell The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors or omissions shall be reported to
10' Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
Ol PLACE 75 LF OF 18" R.C.P., CL -III W/
R.G.J. DRAIN PIPE, S=0.05 PLUG END
FL AT MH=329.00, FL AT UPSTREAM
END=332.75
O2 CONSTRUCT OUTLET STRUCTURE PER
C.B.D.S. NO. S-9.
O CONSTRUCT TYPE "B" MANHOLE
PER C.B.D.S. NO. S-21.
O PLUG 30" PIPE.
�5 PLUG 18" PIPE.
>T
IE
Rppd. Date
Revision By
3
0
File Name:
a
0
Dwn. 7,d.
Dsgn. Date
rn
Q S
0
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No. 25993 z
o
Exp.3-31-08 =
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N
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9T£ OF CAO
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VA(„ -( LA#JD/ LU.-
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MCALLISTER RANCH GOLF COURSE
CIO
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SEWER LIFT STATION STORM DRAIN
0
OUTFALLS AND SUMPS
V'
Kern County, Califomia
0
s ° U
4C
Title•
o
s
DRAIN OUTFALL "C", SUMP "C",
OUTFALL "I" AND SUMP "I"
.:
U
0
Project No. Scale
O
00
o
1844 00800 AS SHOWN
00
Drawing No. Sheet
Revision
C-102 5 of 13
Co
0
V
Rj/— 6 9 2 28
_JZr 7
iI
00
0
+ 26
25
V)
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23 i 24
.03BOUNDARY
SUBDIVISION
N88 -47'14'E — — — — — — ---
1 65
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334.
0" rn X R.
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344\ ,,
PROP. GRADES c� CD CD
AT PIPE C/L U-) c6 c6
h7 pry M
PLACE' 2"X6" MARKER AT END
OF PIIIE (COLORED YELLOW)
RIM=338.0
40 OP
3
PIROSED
4-
RIM=316._010
335
Ij
,51 HGL
P
ROPOSEDI HGL " i��
330
L
IL
=,326.98
325 _L- - ___
-2 - 334-
ABOVE PIPIt C
_T
FL=3326.31 &
,... 26._4
FL=
FUTURE 115 LF OF 36" RCP, CL -111 PLUG ENQ FL=325.06(36")
W/ RGJ DRAIN PIPE, S=0.0050
PLA IE 248 LF OF 36" RCP, Cl_-�LIII
W/ IRGJ DRAIN PIOE, S=0.0050 1
320 J
FOTIJIRt�220
-
W/RGJ DRAIN PIPE, S=0.005
FL -37.79 -
IN
29', 30
23
332
C>
A
............... .
A,
Rr
-0
W_10 N
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U-2
356,
i334
3-32
III � III � I J�I I a
I 111ILWIgIIIIii
1 [111111115 1
R1111111 I I 2"s
RIM=339.00(1' ABOVE
HGL
PLACE 179 LF OF 36"6-P 21CL-111 1i
1
W/ RGJ D�AIN PIPE, S=F.0100
IFL=316.00(36 DRAIN PIPE
20
i "=50,H 0 50' 75' 100'
1.=5'V
0 51 7-6- 10,
(D CD CD C) C) C)
o6
100 YEAR!
W.S.ELEV=X529.90
;TART HG ' ELEV
HALF DE H)=32
SUMO "D" BOTTOM
ELE\6=314.0
M T
Z
0
+ IT + +
21 22
N 7
NQ)
& X Z
NOTE:
DRAINAGE EASEMENT SHALL BE C1
OF TREES, SHRUBS, GREENS AND
TEES.
C
NOTE:
BASIN HATCHING REFLECTS EXTENT OF
WATER RETAINED FROM 100 YEAR, 24
HOUR EVENT.
NOTE
McALLISTER RANCH IS TO MAINTAIN IN
SUMP AND INSERT AVAILABLE VOLUME
FOR STORAGE OF 100 YEAR 24 HDUR
STORM EVENT RUNOFF.
SUMP B DESCRIPTION
VOL. REQUIRED = 9.06 AC. -FT.
VOL. PROVIDED = 9.28 AC. -FT.
BOTTOM ELEV. = 314.00
100 YEAR WS ELEV = 329.90
TOP OF BANK ELEV. = 328.00
330 NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
:325
II
1320
315
4
310
23
Stantec Consulting Inc.
1400 18th STREET
Bakersfield, CA 93301
Tel. 661.616.0000
Fox. 661.616.2400
www.stantec.com
stamp
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the dr win — any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidder.
Construction Notes
O CONSTRUCT TYPE "B" MANHOLE PER
C.B.D.S. NO. S-21.
O CONSTRUCT OUTLET STRUCTURE PER
C.B.D.S. NO. S-9.
PLUG 36" PIPE.
Revision BY Appd
Date
0
A4
315 _L
E
ov
own. Chkd. Dsgn.
Date CA
6i
L
Q)
No. 25993
Exp.3-31 —08
Z
flqCIVIl\_
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OF
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310
ClienUProject
D ,
�Tll �N& LA* -' I— I Lut
z4ff
MCALLISTER RANCH GOLF COURSE
Lit
SEWER LIFT STATION, STORM DRAIN
OUTFALLS AND SUMPS
Kern County, Cal ifomia
Title
c� o6
Q
0
r-6
0
+ +
Project No. Scale
0
1844 00800 AS SHOWN
1.
IN
29', 30
23
332
C>
A
............... .
A,
Rr
-0
W_10 N
_ 1 MIM
U-2
356,
i334
3-32
III � III � I J�I I a
I 111ILWIgIIIIii
1 [111111115 1
R1111111 I I 2"s
RIM=339.00(1' ABOVE
HGL
PLACE 179 LF OF 36"6-P 21CL-111 1i
1
W/ RGJ D�AIN PIPE, S=F.0100
IFL=316.00(36 DRAIN PIPE
20
i "=50,H 0 50' 75' 100'
1.=5'V
0 51 7-6- 10,
(D CD CD C) C) C)
o6
100 YEAR!
W.S.ELEV=X529.90
;TART HG ' ELEV
HALF DE H)=32
SUMO "D" BOTTOM
ELE\6=314.0
M T
Z
0
+ IT + +
21 22
N 7
NQ)
& X Z
NOTE:
DRAINAGE EASEMENT SHALL BE C1
OF TREES, SHRUBS, GREENS AND
TEES.
C
NOTE:
BASIN HATCHING REFLECTS EXTENT OF
WATER RETAINED FROM 100 YEAR, 24
HOUR EVENT.
NOTE
McALLISTER RANCH IS TO MAINTAIN IN
SUMP AND INSERT AVAILABLE VOLUME
FOR STORAGE OF 100 YEAR 24 HDUR
STORM EVENT RUNOFF.
SUMP B DESCRIPTION
VOL. REQUIRED = 9.06 AC. -FT.
VOL. PROVIDED = 9.28 AC. -FT.
BOTTOM ELEV. = 314.00
100 YEAR WS ELEV = 329.90
TOP OF BANK ELEV. = 328.00
330 NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
:325
II
1320
315
4
310
23
Stantec Consulting Inc.
1400 18th STREET
Bakersfield, CA 93301
Tel. 661.616.0000
Fox. 661.616.2400
www.stantec.com
stamp
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the dr win — any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidder.
Construction Notes
O CONSTRUCT TYPE "B" MANHOLE PER
C.B.D.S. NO. S-21.
O CONSTRUCT OUTLET STRUCTURE PER
C.B.D.S. NO. S-9.
PLUG 36" PIPE.
Revision BY Appd
Date
0
A4
File Name:
E
ov
own. Chkd. Dsgn.
Date CA
6i
L
Q)
No. 25993
Exp.3-31 —08
flqCIVIl\_
TF o
OF
-7 (0
ClienUProject
D ,
�Tll �N& LA* -' I— I Lut
z4ff
MCALLISTER RANCH GOLF COURSE
Lit
SEWER LIFT STATION, STORM DRAIN
OUTFALLS AND SUMPS
Kern County, Cal ifomia
Title
DRAIN OUTFALL "B"
AND SUMP "B"
0
0
00
0
Project No. Scale
0
1844 00800 AS SHOWN
>
Drawing No. Sheet Revision
C-103 6 of 13 0
00
N
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DES
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345
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P=342.2
LOT 66
P=342.1
-1-- R/W
16 -E----
�bZ4
F
d7W LAF '7
a
OD
ISION BOUNDARY
100 YEAR, 241i; HR W.S ELEVATION
i
k
LOT 63� LOT 62
j LOT 64 !
} rP=342.4 P=342.6 �`;
I ;
rT~
9 2
DRAIN OUTFALL "D" AND SUMP "D"
LO
oq
M
i 3
PLACE 2"2" MARKER AT11 END
OF PIPE (COLORED YELL�W) -
0
PENSINGER ROAD
VVI_. rKUVIUW =
0'
o6
BOTTOM ELEV. _
6
00
100 YEAR W.S. EI
a;
110' R/W
TOP OF BANK ELI
_
�� ^^
- VO 7�.
55' 55'
LLJ ; No. 25993
45' � 45'
sl . civti�.oN��:
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Title
DRAIN OUTFALL D & SUMP D DETAILS
I
I
00'21'08"E
U
0
1
I
Project No. Scale
�<
II
I
+
+
Drawing No. Sheet Revision
� U
~
ill
I
U
iI(X
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T I
�
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PENSINGER ROAD
DES
/L
345
LU I Of
P=342.2
LOT 66
P=342.1
-1-- R/W
16 -E----
�bZ4
F
d7W LAF '7
a
OD
ISION BOUNDARY
100 YEAR, 241i; HR W.S ELEVATION
i
k
LOT 63� LOT 62
j LOT 64 !
} rP=342.4 P=342.6 �`;
I ;
rT~
9 2
DRAIN OUTFALL "D" AND SUMP "D"
LO
oq
M
i 3
PLACE 2"2" MARKER AT11 END
OF PIPE (COLORED YELL�W) -
0
0 0
0
0'
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sl . civti�.oN��:
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RIM X340.67
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?
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V LANAD,ur,
^�w��w��rn
�
I i I RIM=339 I + i
RIM=339.3 � X39 i f I
340
100 YEAR ( I
W.S.E EV=336.75
I ( I
, .
f
FL=333.00I 1;8" 335
�
'FL=334.65 `�. I i I i�HGL I�
1�" DRAIN PIPE,! S=0.0016T ( 1
E ms► i j PROPOSED GR, DE ABOVE PIP C/L i
FL-- 334.5018
330 �_03�::� ��..__._. �•.. __._.. _.. , .�__________ `
FL=333.00 30" START NG HGL I I
: I i(HALF I DEPTH =327. i 8
)f ' i FL=329.419 &
FUTURE 37 LF OF 30 RSP, CL -III � I I
W/ RGJ DRAIN PIPE, S=0;027 PLUG ENI s 3
t j
3
_'FUTURE
' wFUf T-URRGEJ `1D01�2At�ILFM('OrPFE30 �R. QP4, CL--. I_.I.I325
RGJ-1eD�R--A�IN PiIP—E�, c�-5--= �0�.P0;0-9-�1IPLACE 20 LFIOF 30" RCP tL-III
..
I fi
i ;W/RGJ DRAIN; PIPE, S=0.026 I. i
i,
I 1
320___._________..__
LEV=318.00
FL=32.00 30"IN)
F � FL -31x.00 30::OUT) FL= 18.00((30 D IN PIPE ?
z m I m j o FL=320.00 18 IN) -w-% AND I OUTLET STRUCTURE)
i _.__..__ . __ w ;
I U U i 0 p Ur
UI UI U i -JI OZ I ~ O I
i 0- IM i o
(� } M
I 6>Lfi O 'O OD { O i
cQ
10 11 12 13 14 15 16
345
W1
~ 335
325
320
315
1"=50H0 50' 75' 100'
1 =5 V0 5' 7.5' 10'
NOTE:
DRAINAGE EASEMENT SHALL BE CLEAR
OF TREES, SHRUBS, GREENS AND
TEES.
NOTE:
BASIN HATCHING REFLECTS EXTENT OF
WATER RETAINED FROM 100 YEAR, 24
HOUR EVENT.
NOTE:
McALLISTER RANCH IS TO MAINTAIN IN
SUMP AND INSERT AVAILABLE VOLUME
FOR STORAGE OF 100 YEAR 24 HOUR
STORM EVENT RUNOFF.
3
,M
ALL STATIONINGIS AL NG
STREET CENTERLINE E CEPT
WHERE NOTED AS FLO LINE
STATIONING.
stantK
Copyright Reserved
Stantec Consulting Inc.
1400 18th STREET
Bakersfield, CA 93301
Tel. 661.616.0000
Fax. 661.616.2400
www.stantec.com
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
O CONSTRUCT TYPE "B" MANHOLE PER C.B.D.S.
NO. S-21.
O2 CONSTRUCT OUTLET STRUCTURE PER C.B.D.S.
NO. S-9.
O3 PLACE 20 LF OF 18" RCP CL -III W/RGJ DRAIN
PIPE, S=0.0025 & PLUG END, FL AT MH=330.0,
FL AT UPSTREAM END=330.05
G PLUG 30" PIPE.
Revision By Appd. Date
3
a
File Name:
oB°
own. Chkd. Dsgn. Dote
N
ES
a;
�� G• L o�F�'c ��'
0
_
�� ^^
- VO 7�.
N
LLJ ; No. 25993
Exp.3-31-08
sl . civti�.oN��:
9jE OF
E
ClientlProject
a a
V LANAD,ur,
^�w��w��rn
�
�.I v
WALLISTER RANCH GOLF COURSE
.#
o
SEWER LIFT STATION, STORM DRAIN'
61
OUTFALLS AND SUMPS
�
01
Kern County, California
o
Title
DRAIN OUTFALL D & SUMP D DETAILS
c
FUTURE STREET
:>
U
0
Co
Project No. Scale
1844 00800 AS SHOWN
Co
Drawing No. Sheet Revision
C-104 7 of 13 0
OD
iI(X
V_
N�
6
6
,332 —�
Me
'
r c 9/ '� 6
%i
M
33A -0
i_330
,332
328
b Z €--
9Z2—�,
t76
b2� w
C
n
OUTFALL " R "
& SUMP
355 _ ..._ _ _.._...._..._.
I
PLACE 2"X�� " MARKER AT! END
350C
E I I # 'C
s
EXISTING GROUND ABOVE DRAIN PIP
:
i F
RIM=341.75
345
I
I 1
} i
i
340
i
f
335
i
i
i € s
, 5
` i I
330
fi- -�- � ---J II FUfiURE 20 LF CIF 1$" RCP
"R"
SUMP "R" DESCRIPTION
330
325
VOL. REQUIRED = 1.46 AC. -FT.
File Name:
VOL. PROVIDED = 3.19 AC. -FT.
100 YR W.g.ELEV=322.30
Date N
BOTTOM ELEV. = 320.00
I
L
100 YEAR W.S. ELEV. = 322.30
STARTING
�
TOP OF BANK ELEV. = 325.00
j{
CIS-lil i
W ;RGJ DRAIN PIPE, S=0.0097 I
Ili I
HGL? I
i
i
325 :
FUTURE 142 LF OF 18" RCP, CL -III { I
W/RGJ DRAIN PIPE AT S=0.002 ,
{
FL=34.79 & ► i
S i i
I
PLUG,END I !
320 1-L=325.070 1s3,OUT)- __. .............._._.....-_.-.p ._w.___...�.._.....__._ ._..___._ __.._..__-___...___.__._.....___..__.;___..__.___.__..__..._....�__.__�__....._._
AFL=329.00(18"IN) ? PLACE ;288 LF OF 14" RCP, CL—III
W/RGJ 1 DRAIN PIPE ATI S=0.0097
I I I i
315 _. _.__Y _....___ _.._-.__._...._._ _....._ _._.._.._ .___.. __ ..__._..._._._.._. ___.....__...__._....._.M. �__...___.._.._._..
I E I #
I
dC = J {
SC> �Q CS
310 +___«___._______- _.... _ _-_-.-___.___ -t_._.. _ ..._ . _._ .___-__
19 20 21 22
355 355
350 350
-- -- — 345 345
f
I
I
------- ' - 340 340
i
�-- 335 335
DRAIN OUTFALL " F2 "
& SUMP "F"
1 "=50'H M
SUMP "R" BOTTOM /
ELEV=322. 0 /
1
STARTING HGL FFIT � 323.5
i
330
325
330
325
File Name:
0
100 YR W.g.ELEV=322.30
Date N
Q FE
I
L
1t
STARTING
�
I ;
j{
ELEV=321.
C
320
320
FL=322.00 (18"DRAIN PIR E
i
S
AND OUTLET STRUCTURE);
I
E
I
PLIACE
ORf
2"X6" MARKER
PIPE (COLORI,ED
#
AT END!
YELLOW) -
RIM=,340.00
i
j
EXISTING
GROU
I
315
315
E 20 LF OF
#-"-PIi'E;
18" RCP CL—III
"�=6 fl57
SUMP "F", BOTTOM
10
AND
ELEV=314.0 —
� I
10 CD
C3 LO
O
0
Project No. Scale
1844 00800 AS SHOWN
310
310
23
24
j
DRAIN OUTFALL " F2 "
& SUMP "F"
1 "=50'H M
Date
File Name:
0
Dwn. Chkd. Dsgn.
Date N
Q FE
f
L
1t
iiSS
�
II
I
j{
i
i
Exp.3-31-08
I
i
S
{
E
I
PLIACE
ORf
2"X6" MARKER
PIPE (COLORI,ED
#
AT END!
YELLOW) -
RIM=,340.00
i
j
EXISTING
GROU
D ABOVE DRAIN
PIPE--\
FUTU
E 20 LF OF
#-"-PIi'E;
18" RCP CL—III
"�=6 fl57
,
AND
OUTFALL " F2 "
� I
O
0
Project No. Scale
1844 00800 AS SHOWN
!
3
I
Drawing No. Sheet Revision
j
C-105 8 of 13 0CA
!
L100 YEAR
W.S.ELEV=
l
1 _
28.10
I
iI
I{-00,00
I f
I HGL
€
i
FL=33.10
€
I
s
I
€
}
FL=331.96 j&
?
j /
}
{
iGL HALF DEf�TH
'
D5
_......__ ...J,_' _.�-.._...._.
}
...
__�__....__•__—....__
tet.
4
�
4
I
{
j
I PLACE 3151
W/RGJ DRIN
LF OF 18" ROP,
PIPE AT SO.(�57
-CL -111
I
FL:i=314.00(18"
AN
OUTLET STRICTURE)
RAIN PIPE
I
{
co g
a
1
CDU
CD
F
-
_..._o___
10
il
iFA
13
355
350
345
340
335
330
325
320
315
50' 7�
i.,
,-= Stantec Consulting Inc.
1400 18th STREET
Bakersfield, CA 93301
Tel. 661.616.0000
Fax. 661.616.2400
www.stantec.com
100'
Stantec
10' Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings ore the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
O1 CONSTRUCT TYPE "B" MANHOLE PER C.B.D.S.
NO. S-21.
O CONSTRUCT OUTLET STRUCTURE PER C.B.D.S.
NO. S-9.
O PLUG 18" PIPE.
Revision BY Appd.
Date
File Name:
0
Dwn. Chkd. Dsgn.
Date N
Q FE
m
0
L
• ��
. 7
LLJ : No. 25993 ; z
Exp.3-31-08
fl . CIV1�;. •�Q
9lFOF
:.
CX1."
Client/ProjectCal
LLb
McALLISTER RANCH GOLF COURSE
SEWER LIFT STATION, STORM DRAIN
�$o
OUTFALLS AND SUMPS
�.y
Kern County, California
L6-
Title
r DRAIN OUTFALL " R "
AND
OUTFALL " F2 "
� I
O
0
Project No. Scale
1844 00800 AS SHOWN
Drawing No. Sheet Revision
C-105 8 of 13 0CA
ca
330
336 334
z 0 c
a
i? t
4 4,j-\ 12 's
V)
50'22' 1
o40
�0
Zq o
Wo '� d o
a sok "' t14
SSP # 1 z
o
(SEE MgJp ST
R RpgoSTSON / l
4q �MPRo ME l
NT pL4NS�
3 3 4 ,
36
334
RET BASIN (SUMP "G11.
.a
7 330' "o
1 r-
8 S52'24'05"E
T-3-
0
3-0 '53"E 332 �
336
NTION BASIN
328
0 6
t
3 CL -- --
;� w
104 `
05
b
O \0, o
107
_10
Zo
F co / - X06
O
------- — - ---- - —
- -----------------
UJ
!W
coo NOTE:
=` �o DRAINAGE EASEMENT SHALL BE CLEAR
J OF TREES, SHRUBS, GREENS AND
TEES.
DRAIN OUTFALL "G-1" AND SUMP "G"
PROP. CL .- O O O O O
GRADES
rn
345 _ __.. ___.. _.......... ....._._. _._.__.-._.._«_ ..
i
j ss
t € i
{ t
t
t
340 ,
T—
RIM=334.00 s
RIM=334.0 j
> F S
} i t
335 -- --� -- _ _._.._._RIM=3 3,13(1' ABOVE --F )_,.-__.__._,._._-___
PROPOSED GRADI$ ABOVE C/L PIPE
:
G
330
rho
325 HGL
,
I
FL=328.25 30"" F 328.16 18"
FL=328.2524� L' FL=328.16 30"
FL=326.66 36"
320 I _
EXISTING 55 LF Or 30" RCP FL=3 5:30(36)
CL -III W/RGJ AT S=0.0017 FL=3 0:53 36" ;
EXISTING 100 LF OF 36" RCP 1 CL -III
W/RGJ AT S=.®136 I
315 _
$ i
EXIS IN!G 211 LF OF 136" RCP I I
4
CL -111 W/RGJ AT S=0.01 19
310
E
t $ II I $
z Q i Iii
CP
305 _ _ -_ - _ - . _ - . - ..... _ _. •.-�_ ...._.__.�_.._ ' ..
I
M I� $ i
0O
C�
Q�
-i O
Q6 6
+++
._ _+++rc+300 _ -_
10 11 12 \fl
_
13
15 "" .
STARTING HGL (
10
1 "=50'H j
0
,336
_77Q
5' 17.5' 10'
ERICKSON DRIVE
(SEE MAJOR ROADS 1.1 IMPROVEMENT PLANS)
DRAIN OUT"FALL "G-2" AND SUMP "G"
Stantec Consulting Inc.
1400 18th STREET
Bakersfield, CA 93301
Tel. 661.616.0000
Fax. 661.616.2400
www.stantec.com
Stan
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
O EXISTING TYPE "A" CATCH BASIN PER C.B.D.S.
NOS. S-12 & S-14.
O EXISTING 182 LF OF 18" R.C.P., CL -III W/
R.G.J. DRAIN PIPE, S=0.0015, FL AT UPSTREAM
END=328.43, FL AT DOWNSTREAM END=32.8.16
O EXISTING 100 LF OF 36" R.C.P., CL -111 W/
R.G.J. DRAIN PIPE, S=0.0136, FL AT CB=326.66,
FL AT MANHOLE=325.30
tJ4 EXISTING OUTLET STRUCTURE PER C.B.D.S. NO.
S-9.
t�5 EXISTING 124 LF OF 30" R.C.P., CL -111 W/
R.G.J. DRAIN PIPE, S=0.002. FL AT UPSTREAM
END=328.75. FL AT DOWNSTREAM END=328.50
O EXISTING 100 LF OF 30" R.C.P., CL -Ili W/
R.G.J. DRAIN PIPE, S=0.0026. FL AT CB=328.50.
FL AT MANHOLE=328.24
O EXISTING TYPE "B" MANHOLE PER C.B.D.S.
NO. S-21.
O EXISTING 211 LF OF 36" R.C.P., CL -III W/
R.G.J. DRAIN PIPE, S=0.0120. FL KF UPSTREAM
END=320.53. FL AT DOWNSTREAM END=318.00
O EXISTING 330 LF OF 30" R.C.P., CL -III W/
R.G.J. DRAIN PIPE, S=0.0128, FL AT UPSTREAM
END=328.24, FL AT DOWNSTREAM END=324.00
10 EXISTING 29 LF OF 30" R.C.P., CL -III W/
R.G.J. DRAIN PIPE, S=0.0069. FL AT UPSTREAM
END=320.2. FL AT DOWNSTREAM END=320.00
11)PLUG 24" PIPE
12 EXISTING 10 LF OF 24" R.C.P., CL -III W/ R.G.J.
DRAIN PIPE, S=0.0044, FL AT UPSTREAM
END=328.30, FL AT DOWNSTREAM CE3=328.25
Revision Ey Appd. Date
File Name: E
0
Dwn. Md. Dsgn. Date
L�NF� < \.
N
Z;
O
i
L0
N
GD tf)
�i C
*'�
10
1 "=50'H j
0
,336
_77Q
5' 17.5' 10'
ERICKSON DRIVE
(SEE MAJOR ROADS 1.1 IMPROVEMENT PLANS)
DRAIN OUT"FALL "G-2" AND SUMP "G"
Stantec Consulting Inc.
1400 18th STREET
Bakersfield, CA 93301
Tel. 661.616.0000
Fax. 661.616.2400
www.stantec.com
Stan
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
O EXISTING TYPE "A" CATCH BASIN PER C.B.D.S.
NOS. S-12 & S-14.
O EXISTING 182 LF OF 18" R.C.P., CL -III W/
R.G.J. DRAIN PIPE, S=0.0015, FL AT UPSTREAM
END=328.43, FL AT DOWNSTREAM END=32.8.16
O EXISTING 100 LF OF 36" R.C.P., CL -111 W/
R.G.J. DRAIN PIPE, S=0.0136, FL AT CB=326.66,
FL AT MANHOLE=325.30
tJ4 EXISTING OUTLET STRUCTURE PER C.B.D.S. NO.
S-9.
t�5 EXISTING 124 LF OF 30" R.C.P., CL -111 W/
R.G.J. DRAIN PIPE, S=0.002. FL AT UPSTREAM
END=328.75. FL AT DOWNSTREAM END=328.50
O EXISTING 100 LF OF 30" R.C.P., CL -Ili W/
R.G.J. DRAIN PIPE, S=0.0026. FL AT CB=328.50.
FL AT MANHOLE=328.24
O EXISTING TYPE "B" MANHOLE PER C.B.D.S.
NO. S-21.
O EXISTING 211 LF OF 36" R.C.P., CL -III W/
R.G.J. DRAIN PIPE, S=0.0120. FL KF UPSTREAM
END=320.53. FL AT DOWNSTREAM END=318.00
O EXISTING 330 LF OF 30" R.C.P., CL -III W/
R.G.J. DRAIN PIPE, S=0.0128, FL AT UPSTREAM
END=328.24, FL AT DOWNSTREAM END=324.00
10 EXISTING 29 LF OF 30" R.C.P., CL -III W/
R.G.J. DRAIN PIPE, S=0.0069. FL AT UPSTREAM
END=320.2. FL AT DOWNSTREAM END=320.00
11)PLUG 24" PIPE
12 EXISTING 10 LF OF 24" R.C.P., CL -III W/ R.G.J.
DRAIN PIPE, S=0.0044, FL AT UPSTREAM
END=328.30, FL AT DOWNSTREAM CE3=328.25
Revision Ey Appd. Date
File Name: E
0
Dwn. Md. Dsgn. Date
L�NF� < \.
N
Z;
.50(30»)
No. 2599
Exp.3-31-08 -
*'�
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CIV1..
�l�j£ OF CAO��
I
x
7'Z _� 6
40�z
0
�-
Client/Project
C
'SiIK I Al
MCALLISTER RANCH GOLF
COURSE
SEWER LIFT STATION, STORM DRAIN
a
OUTFALLS AND SUMPS
00
Kern County, California
Title
o
DRAIN OUTFALL 11G1"
C
a
AND
DRAIN OUTFALL "G2"
0
.��
Project No. Scale
O
cr
1844 00800
co
r$ Drawing No. Sheet
Revision
C-106 9 of 13
0LO
Co
(S££ �,YN Chi ,t
sss �q�0
36' £M£NT ,oCgN 338
CV 60, .
rn
CID
ro
M
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CID o
___LJ o
uo
21
N44740 "E 3 ( 00
STA.10+00 CB 332
M
V
1 -T7 S
W
N 5
N
7.5
(
W
00 N
O
C�
0 RAN
-o
[a
3
__,332
334
SUMP "V" DESCRIPTION
VOL. REQUIRED = 2.81 AC. -FT.
VOL. PROVIDED = 4.02 AC. -FT.
BOTTOM ELEV. = 316.00
100 YEAR W.S. ELEV. = 323.20
P OF BANK ELEV. = 333.00
�0.
326
IN OUTFALL "V" AND SUMP "V"
PROP. GRADESO 0 0 0 0
AT PIPE C/L
rN O a0
� r7 r7 M
345
I I
S 3 3
I
f 1 } 3
e �
340 s
I
PROPOSED GRADE ABOVE CA PIPE
333.22 i
I
i
335
t
RIM=329. ( ABOVE FG
330 .
PROPOSEb HGL
NOTE:
BASIN HATCHING REFLECTS EXTENT OF
WATER RETAINED FROM 100 YEAR, 24
HOUR EVENT.
NOTE:
McALLISTER RANCH IS TO MAINTAIN IN
SUMP AND INSERT AVAILABLE VOLUME
FOR STORAGE OF 100 YEAR 24 HOUR
STORM EVENT RUNOFF.
330
325 _ 100 YEAR 325
3 _
I STARTING HGL(SOFFIT)
i I ELEV=321.20
FL=325.57 & PLUG END
PLACE 184 LFI OF 36" j
320_ .... PCP CL -III W/ RGJ AT a ' i
FUTURE 5Q.._LF..OF �6' p_
320
CL -III W/ RGJ, S=P.0085 l I
FL=326.00(36") I {
FL=326.00(30") i 3 i SUMP "V" BOTTOM -
FL=326.00(24") i s ' V=316.00
315
, E
I
FL=324.00(IN j („ '
i FL=319.60(Ol' T3 f FL=318.20(36 DRAIN PIPE
i ( I AND gUTLET STRUCTURE)
Lb k
# i PLACE J32 LFOF 36' RCP CL -III
4 I i i = {
¢j
310 _ . _ . _ _., r ._ _.._. __ __.__ ` __._.... ___ i 310
( W/RGJ T S 0 0106
4 1. _..I_ _ rV i _ _. t _._
y o
j N
305 + + g + + + + �+ +
305
10 11 12 13 14
PENSINGER ROAD
(S --a MAJOR ROADS 1.4 IMPROVMENT LANS)
tCo
1
1,
fi
-,
5 55'
-WT U 1 45'
71 Too
IIS I
Q) =00�
W 100korII ��
49.44'06W
1
I �
' 6
W }
� � W
_ W
I:
o
� I
i
T
PENSINGER ROA
(SEE MAJOR ROADS 1.4 IMPROVME T PLANS)
w
W
w
N
co
DRAIINOUTFALL "H" 8 SUMP "H"
0\
1 °=50'H j
1 "=5'V0
Stantec Consulting Inc.
1400 18th STREET
Bakersfield, CA 93301
Tel. 661.616.0000
Fax. 661.616.2400
►� "'*' www.stantec.com
Sd11i�C
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
50' 75r 100' NOT scale the drawing - any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
5' 7. ' 10' Stantec Consulting Inc. Reproduction or use for ony purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
�1 CONSTRUCT OUTLET STRUCTURE PER
C.B.D.S. NO. S-9.
SUMP "H" DESCR PTION 0 CONSTRUCT 6' HIGH CHAIN LINK FENCE
VOL. REQUIRED = 2.10 AC. -FT. PER CITY OF BAKERSFIELD STANDARD
VOL. PROVIDED = 3.91 A(. -FT.
DETAIL S-10.
BOTTOM ELEV. = 316.00 �3 CONSTRUCT STANDARD CHAIN LINK PENCE
100 YEAR W.S. ELEV. = 221.37 GATE PER CITY OF BAKERSFIELD STANDARD
TOP OF BANK ELEV. = 3 6.0 DETAIL S-11
Bo
ALL STATIONING IS A NG
STREET CENTERLINE XCEPT
WHERE NOTED AS FL WLINE
STATIONING.
335
330__. _.._..
FL=39.7E
i
325 - -
320
315 [__-_
310
305
Co
Co
r7
r7
340
(
I
t
335
a
330
_-1-325
i
320
i
i
-- 315
- 310
305
O CONSTRUCT TYPE "B" MANHOLE C.B.D.S.
NO. S-21.
O5 PLUG 36" PIPE.
O6 PLUG 30" PIPE.
Appd.
Date
Revision By
IIS
3
O
I
71 Too
IIS I
Q) =00�
W 100korII ��
49.44'06W
1
I �
' 6
W }
� � W
_ W
I:
o
� I
i
T
PENSINGER ROA
(SEE MAJOR ROADS 1.4 IMPROVME T PLANS)
w
W
w
N
co
DRAIINOUTFALL "H" 8 SUMP "H"
0\
1 °=50'H j
1 "=5'V0
Stantec Consulting Inc.
1400 18th STREET
Bakersfield, CA 93301
Tel. 661.616.0000
Fax. 661.616.2400
►� "'*' www.stantec.com
Sd11i�C
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
50' 75r 100' NOT scale the drawing - any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
5' 7. ' 10' Stantec Consulting Inc. Reproduction or use for ony purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
�1 CONSTRUCT OUTLET STRUCTURE PER
C.B.D.S. NO. S-9.
SUMP "H" DESCR PTION 0 CONSTRUCT 6' HIGH CHAIN LINK FENCE
VOL. REQUIRED = 2.10 AC. -FT. PER CITY OF BAKERSFIELD STANDARD
VOL. PROVIDED = 3.91 A(. -FT.
DETAIL S-10.
BOTTOM ELEV. = 316.00 �3 CONSTRUCT STANDARD CHAIN LINK PENCE
100 YEAR W.S. ELEV. = 221.37 GATE PER CITY OF BAKERSFIELD STANDARD
TOP OF BANK ELEV. = 3 6.0 DETAIL S-11
Bo
ALL STATIONING IS A NG
STREET CENTERLINE XCEPT
WHERE NOTED AS FL WLINE
STATIONING.
335
330__. _.._..
FL=39.7E
i
325 - -
320
315 [__-_
310
305
Co
Co
r7
r7
340
(
I
t
335
a
330
_-1-325
i
320
i
i
-- 315
- 310
305
O CONSTRUCT TYPE "B" MANHOLE C.B.D.S.
NO. S-21.
O5 PLUG 36" PIPE.
O6 PLUG 30" PIPE.
Appd.
Date
Revision By
3
O
File Name:
E
Dwn. C)kd,
Dsgn.
Date
_o
`V
Is
°'
<<1
Q0
o
No. 25993"
Exp.3-31-08 •y,
7�
..C......�����
OF CNO
si0
. -7f Z re Vhnx
E
ClientlPro ect Vp L�
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o
0
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ne�rrar:r�r
�-
E
MCALLISTER RANCH GOLF COURSE
3
SEWER LIFT STATION STORM DRAIN
z
of
OUTFALLS AND SUMPS
<
Kern County, California
,0
•�
o
_ Title
DRAIN OUTFALL "H"
C
6
AND
DRAIN OUTFALL "V"
_
0
Project No. Scale
1844 00800 AS SHOWN
Drawing No. Sheet
Revision
C-1 07 10 of 13
0
00
co
ROPD N� P NS) �3
PF D .4�M \ 6
SEE MAJ� mT +1
\ w ca.
00 TILTI_
+ r1i 3
1
S4 S
+ 00`
34' 3 3 3 3 6
o , 3� 8
X \ + t \
PL \ +
� l 4
\ PGN CA'4OIMPR°vEM
Mp,J� R°PO
2
2 ,r3—
339
T Rj/-\ rT /E75` —Ae
SUMP "A"
DRAIN OUTFALL "A" AND SUMP "A"
SUMP "A" DESCRIPTION
VOL.
j
= 4.07 AC.–FT.
VOL.
PROVIDED
= 11.8 AC.–FT.
BOTTOM ELEV.
= 316.00
jr
YEAR W.S.
SUMP "A"
DRAIN OUTFALL "A" AND SUMP "A"
SUMP "A" DESCRIPTION
VOL.
REQUIRED
= 4.07 AC.–FT.
VOL.
PROVIDED
= 11.8 AC.–FT.
BOTTOM ELEV.
= 316.00
100
YEAR W.S.
ELEV. = 324.93
TOP
OF BANK
IELEV. = 334.00
T R) A , C T E-) r 5- J r 5J ic
P'
I �� r
r�, ,
�-) or
�.,
1"=50'H0 50' 75' 100'
■ ■ ■ ■�
1"=5'VI ■ ■ �-�7-1� 1
0 5' 7.5' 10'
y�
334 3g
79
332.
330
\32 \
8
`3'30
336 339 I 332 32�
�I
S�
PROP. GRADES o no 0 0 0 0 0 0 0 0 0
AT PIPE C/L oo r- 1 h ao (0 o 0
M rr) r') M M PO
340 _ ___ _..__..._.-___----
RIM=336.3 IM=336.37
335 RIM=3334331' ABOVE FGA
6
ANG o I I A
I� PROPOSED GRADE ABOVE C/L PIPE
{ { i
I � i
(� �Hc� ' FgTURE 20 LF -JF 36" RCP---
'� + C `–III W/ RGJ,– 017 !
._ -_ ._. ___...w.-_ .._.9 I '
330 _-� � � � ' ``~ � ... _ ___. _._� ..._ .. � _� _-...._...._.. _________ ..__...... _._. __.
PRyPOSED HGL ! ? 100 YEAR 1
i
FL=327.35 i I I W.S.ELEV=333.31 '
___._..... _.......__._a___ . _..
325 _.__.. _ ...,_.__.__...___.�___-E��--,-
�
° FL=326.32 & PLUG i 1 ;� 1 �..�, tLEV=323.0
END
i I
FL4327.20 30" I �
FLi326.70�36"� 4 FL=323.81(36") ? ! €`,-
320_...___..._.....___._.______._-�...a._
F TUBE 73 -LF OF 30 RGP fCL-111
I W RGJ AT 8=0.0021
PLACE 149 LF =0F 36" RCP, L-111
F !
o # } V'/ RGJ AT S=0.017 i
I
I I PLACE 208 I LF OF 36" R i P CL–III
UJ
Z z °' ' i FL=320.00 36j" DRAIN PIPE I
a- i i I W/ RGJ AT= S=0.0183
_..
Q_..._.__.._.._._.__.7...................._..._._�._____.__..._,_.___...___ ; A,ND OUTLET STRUCTURE
315, ____.___..__ ____...r.__..._______. _____ ..__..__._._ ___..._.____.__ _.._._.__._...._._.__. _i___._____.._�
;..- _�---
o I i i I SUMP 11A" BOTTOM
s a _J _ } 'T ; BASIN ELEV=316.0 i
ac ;
cv c� ai U a
O M � QCD C)
Q C'JCD
Q
10 11 12 13 14 15 16 17
___--1_______1.-J .
i
i
0
o6
N
340
335
we]
325
315
18 19
\O
Stantec Consulting Inc.
1400 18th STREET
Bakersfield, CA 93301
Tel. 661.616.0000
Fax. 661.616.2400
www.stantec.com
FTE: manWc
EASEMENT SHALL BE C EAR
, SHRUBS, GREENS AND Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
O1 CONSTRUCT OUTLET STRUCTURE PER
C.B.D.S. NO. S-9.
O CONSTRUCT TYPE "B" MANHOLE PER
C.B.D.S. NO. -S-21.
O PLUG 36" PIPE.
Revision
By Appd. Date
NOT scale the drawing — any errors or omissions shall be reported to
s
Stantec Consulting Inc. without delay.
File Name:
E
v
The Copyrights to all designs and drawings ore the property of
Dwn. Chkd. Dsgn. Date `\
a;
9
Stantec Consulting Inc. Reproduction or use for any purpose other than
NOTE:
ClientlPro'e t y 4LLS-( LAX, LILZ�-
that authorized by Stantec Consulting Inc. is forbidden.
BASIN HATCHING REFLECTS EXTENT
OF
MCALLISTER RANCH GOLF COURSE
WATER RETAINED FROM 100 YEAR
24
SEWER LIFT STATION, STORM DRAIN
Construction Notes
HOUR EVENT.
I ,
Kern County, California
Title
•� o
DRAIN OUTFALL "A"
GENERAL NOTES:
AND
SUMP "A" DETAILS
o
ALL WORK SHOWN SHALL CONFORM TO THE APPLICABLE
Co
0
Project No. Scale
1844 00800 AS SHOWN
NOTE:
SECTIONS OF THE CURRENT SPECIFICATIONS ENTITLED
McALLISTER RANCH IS TO MAINTAIN
IN
Co
STANDARD SPECIFICATION. STATE OF CALIFORNIA. BUSINESS
SUMP AND INSERT AVAILABLE VOLUME
AND TRANSPORTATION AGENCY, DEPARTMENT OF
FOR STORAGE OF 100 YEAR 24 HOUR
TRANSPORTATION" LATEST EDITION AND THE FOLLOWING GENERAL
STORM EVENT RUNOFF.
NOTES.
DRAINAGE BASIN SHALL BE MINIMUM OF ONE BUILDABLE LOT,
FRONTING ON A STREET, AND HAVING A SHAPE AND LOCATION
ACCEPTABLE TO THE CITY ENGINEER.
LANDSCAPED PARK DRAINAGE BASINS SHALL NOT BE GOVERNED
BY THIS STANDARD.
BASIN SIZE SHALL BE DEEDED IN FEE TO THE CITY OF
BAKERSFIELD.
SIDE SLOPES SHALL NOT EXCEED 2:1
ALL EXPOSED METAL IN THE OUTLET STRUCTURE SHALL BE HOT
DIPPED GALVANIZED AFTER FABRICATION.
OUTLET STRUCTURE SHALL BE CONSTRUCTED WITH CLASS "A"
(6 SACK) CONCRETE WITHIN 2Y2" TO 5Y" SLUMP.
CONCRETE SHALL CONTAIN NO ADDITIVES UNLESS PRIOR
WRITTEN APPROVAL IS OBTAINED FROM THE CITY ENGINEER.
CONCRETE SHALL BE CURED WITH A WHITE PIGMENTED CURING
COMPOUND COMPLYING TO SECTION 90-7.108 OF THE
STANDARD SPECIFICATIONS.
NO PIPE BELLS SHALL BE PLACED IN STRUCTURE.
CHAIN LINK FENCE AND GATES CONFROM TO THE
SPECIFICATIONS SHOWN ON CITY OF BAKERSFIELD STANDARD
DRAWINGS S-10 AND S-11.
ALL NEW DRAINAGE BASINS INCLUDING AREA BETWEEN FENCE
AND SIDEWALK SHALL BE STERILIZED WITH A PERMANENT
NOTE:
STERILENT SUCH AS HYVAR A. ADDITIONAL TREATMENT TO THE
AREA BETWEEN FENCE AND SIDEWALK SHALL BE DIRECTED BY
ALL STATIONING IS ALONG
THE ENGINEER. APPLICATION RATE IS TWENTY–FIVE (25)
STREET CENTERLINE EXCEPT
POUNDS PER ACRE. A REPRESENTATIVE OF TH'E PARKS
WHERE NOTED AS FLOWLINE
DIVISION SHALL BE ON–SITE AT TIME OF STER!LiZATION.
STATIONING.
BASIN CAPACITY SHALL CONFORM TO CITY OF BAKERSFIEND
PUBLIC PARKS DEPARTMENT DESIGN POLICY FOR DRAINAGE.
O1 CONSTRUCT OUTLET STRUCTURE PER
C.B.D.S. NO. S-9.
O CONSTRUCT TYPE "B" MANHOLE PER
C.B.D.S. NO. -S-21.
O PLUG 36" PIPE.
Revision
By Appd. Date
a
s
File Name:
E
v
Dwn. Chkd. Dsgn. Date `\
a;
9
T
l
C. Lo &
o
No. 25993
Exp.3-31-08
00
V/ 0
OF
CAO,
I
*7- zg-O6
ClientlPro'e t y 4LLS-( LAX, LILZ�-
0.
eeoAN E
MCALLISTER RANCH GOLF COURSE
SEWER LIFT STATION, STORM DRAIN
OUTFALLS AND SUMPS
I ,
Kern County, California
Title
•� o
DRAIN OUTFALL "A"
AND
SUMP "A" DETAILS
o
Co
0
Project No. Scale
1844 00800 AS SHOWN
Co
Drawing No. Sheet Revision
C-108 11 of 13 0
Co
SUMP "U"
DESCRIPTION
By 4ppd.
Date
VOL. REQUIRED
= 2.99
AC. -FT.
VOL. PROVIDED
= 2.99
AC. -FT.
BOTTOM ELEV.
= 320.0
100 YEAR W.S.
ELEV. =
331.73
TOP OF BANK
ELEV. =
332.00
336
336
PROP. CL
GRADES IT
320
315
310
305
1
DRAIN OUTFALL "U"
N O CO
� � N
r7
{ F I
PROPgSED GRADE ABOVE C/L PIPS RIM=334.43 RIM=334.
N 100 YEAR HGL
} ! W.S.ELEV=33 .73
--- RIM=330.0
4 l
(1' ABOVE FG)
I ' STARTING HGS
340
335
9
330
(HALF
DEPTH EL V"?__ t ` F ` 328.27 18")
. -323.87.._._.___.._;._ (
_ _. _.__.._. 325
EXISTING 50 LF OF 30" RCP CL -III
I `4 I W/I GJ AT S=0.0536
FLT328.1818"
FL$328.18 24
FLt327.18(30
, ...... 320
RL=324.50 30" EXISTING 54 LF OF 18" RCP CL -III
F;`L=320.80(30"
W/RGJ AT $=0.0017
EXISTING B7 LF OF 30' RCP CL -III
W/RGJ AT S=0.012
DRAINtpE-__.__,_..__._.._.__.R.....__...._._...w____...__......_i 3
i AND OUTIET STRUCTURE) I 15
z SUMP "U" BOTTOM C
i ELEV=320.00) o- z
I _ Q cn
{ t o .
M m
310
_j
N
g1'012 305
1"=50'H 0 50' 75' 100'
1 "=5'V0
5' 7.5' 10'
NOTE:
DRAINAGE EASEMENT SHALL BE CLEAR
OF TREES, SHRUBS, GREENS AND
TEES.
NOTE:
BASIN HATCHING REFLECTS EXTENT OF
WATER RETAINED FROM 100 YEAR, 24
HOUR EVENT.
NOTE:
McALLISTER RANCH IS TO MAINTAIN IN
SUMP AND INSERT AVAILABLE VOLUME
FOR STORAGE OF 100 YEAR 24 HOUR
STORM EVENT RUNOFF.
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
Stantec Consulting Inc.
1400 18th STREET
Bakersfield, CA 93301
Tel. 661.616.0000
Fax. 661.616.2400
www.stantec.com
Afto xankhc
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
O EXISTING TYPE "A" CATCH BASIN PER C.B.D.S.
NOS. S-12 & S-14.
tJ2 EXISTING 160 LF OF 24" R.C.P., CL -111 W/
R.G.J. DRAIN PIPE, S=0.0015, FL AT UPSTREAM
END=328.42, FL AT DOWNSTREAM END=328.18
O EXISTING 50 LF OF 30" R.C.P., CL -111 W/
R.G.J. DRAIN PIPE, S=0.0536, FL AT CB=327.18,
FL AT MANHOLE=324.50
O EXISTING OUTLET STRUCTURE PER C.B.D.S.
NO. S-9.
O5 EXISTING TYP 'B' MANHOLE
PER C.B.D.S. NO. S-21.
�6 EXISTING 67 LF OF 30" R.C.P., CL -111 W/
R.G.J. DRAIN PIPE, S=0.0120, FL AT UPSTREAM
END=320.80, FL AT DOWNSTREAM END=320.00
O7 EXISTING 10 LF OF 24" R.C.P., CL -111 W/
R.G.J. DRAIN PIPE, S=0.0017, FL AT UPSTREAM
END=328.44, FL AT DOWNSTREAM D1=328.42
PLUG 24" PIPE
EXISTING 57 LF OF 18" RCP CL -III W/ RGJ
DRAIN PIPE, S=.00157. FL AT UPSTREAM
END=328.51. FL AT DOWNSTREAM END=328.42
Revision
By 4ppd.
Date
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File Name:
---
E
Dwn
Chkd. Dsgn
Date
FCr)
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\
No. 25993 rri
O
\
Exp.3-31-08
CC
32
\ O
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7-ZN'o &
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DRAIN OUTFALL "U"
N O CO
� � N
r7
{ F I
PROPgSED GRADE ABOVE C/L PIPS RIM=334.43 RIM=334.
N 100 YEAR HGL
} ! W.S.ELEV=33 .73
--- RIM=330.0
4 l
(1' ABOVE FG)
I ' STARTING HGS
340
335
9
330
(HALF
DEPTH EL V"?__ t ` F ` 328.27 18")
. -323.87.._._.___.._;._ (
_ _. _.__.._. 325
EXISTING 50 LF OF 30" RCP CL -III
I `4 I W/I GJ AT S=0.0536
FLT328.1818"
FL$328.18 24
FLt327.18(30
, ...... 320
RL=324.50 30" EXISTING 54 LF OF 18" RCP CL -III
F;`L=320.80(30"
W/RGJ AT $=0.0017
EXISTING B7 LF OF 30' RCP CL -III
W/RGJ AT S=0.012
DRAINtpE-__.__,_..__._.._.__.R.....__...._._...w____...__......_i 3
i AND OUTIET STRUCTURE) I 15
z SUMP "U" BOTTOM C
i ELEV=320.00) o- z
I _ Q cn
{ t o .
M m
310
_j
N
g1'012 305
1"=50'H 0 50' 75' 100'
1 "=5'V0
5' 7.5' 10'
NOTE:
DRAINAGE EASEMENT SHALL BE CLEAR
OF TREES, SHRUBS, GREENS AND
TEES.
NOTE:
BASIN HATCHING REFLECTS EXTENT OF
WATER RETAINED FROM 100 YEAR, 24
HOUR EVENT.
NOTE:
McALLISTER RANCH IS TO MAINTAIN IN
SUMP AND INSERT AVAILABLE VOLUME
FOR STORAGE OF 100 YEAR 24 HOUR
STORM EVENT RUNOFF.
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
Stantec Consulting Inc.
1400 18th STREET
Bakersfield, CA 93301
Tel. 661.616.0000
Fax. 661.616.2400
www.stantec.com
Afto xankhc
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
O EXISTING TYPE "A" CATCH BASIN PER C.B.D.S.
NOS. S-12 & S-14.
tJ2 EXISTING 160 LF OF 24" R.C.P., CL -111 W/
R.G.J. DRAIN PIPE, S=0.0015, FL AT UPSTREAM
END=328.42, FL AT DOWNSTREAM END=328.18
O EXISTING 50 LF OF 30" R.C.P., CL -111 W/
R.G.J. DRAIN PIPE, S=0.0536, FL AT CB=327.18,
FL AT MANHOLE=324.50
O EXISTING OUTLET STRUCTURE PER C.B.D.S.
NO. S-9.
O5 EXISTING TYP 'B' MANHOLE
PER C.B.D.S. NO. S-21.
�6 EXISTING 67 LF OF 30" R.C.P., CL -111 W/
R.G.J. DRAIN PIPE, S=0.0120, FL AT UPSTREAM
END=320.80, FL AT DOWNSTREAM END=320.00
O7 EXISTING 10 LF OF 24" R.C.P., CL -111 W/
R.G.J. DRAIN PIPE, S=0.0017, FL AT UPSTREAM
END=328.44, FL AT DOWNSTREAM D1=328.42
PLUG 24" PIPE
EXISTING 57 LF OF 18" RCP CL -III W/ RGJ
DRAIN PIPE, S=.00157. FL AT UPSTREAM
END=328.51. FL AT DOWNSTREAM END=328.42
Revision
By 4ppd.
Date
a
L
File Name:
---
E
Dwn
Chkd. Dsgn
Date
FCr)
G L pN l
(D
2'
No. 25993 rri
Exp.3-31-08
flgT£ OF CAS\F����
U'
7-ZN'o &
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ClienUPro�roject
m t-sAl'�i�i P��
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MCALLISTER RANCH GOLF
COURSE
fan
SEWER LIFT STATION, STORM DRAIN,,
OUTFALLS AND SUMPS
;PI
Kem County, California.
a
Title
4� `
DRAIN OUTFALL "U"
AND SUMP "U"
i
Pro, -act No. Scale
1844 00800
00
Drawing No. Sheet
Revision00
o
C-109 12 of 13
0
/342
3Aa-� �a2
3q0 /
N6S'57'3g„
r �� x
7 A
�NIJ
/ O
350
! { PLACE 387 11F OF 12" PV i
i I I i j SDR -35 VEN PIPE
_. _.
345_-_.._...---
RIM=340.30 f - t -
I PVI ELEVI - 325.76 €
I RIMI=340.66
A.D. =4 3.5000
z
i
I
f
i
C..)
♦�� f
S�
1 "=50'H0 50' 75' 100'
W t 0�
-A/ 88 X3=4 - ..^ ;n �
75
rL XOO
co IJ
♦s I �
FF /
7'
q
Imp
�(SE �L
3' f THIS Sy1�
LIFT $TATION -
EE LIFT TATION PLANS)
SEWER LATErXML A"A"
t
340 '
_.. i 20' �� ! 1 ! I
i
II i
M
# RIM=335.1(1' ABOVE FINISH GRADE, _YP)
PLACE 20 LF OF i 0" PVC,
�)
SDR 35 AT S=0.0035 j > \ • • i \ i !
I r� m
335
r
4' MIN. i
COVER
F TP=328.90
i
! TPI 3 !
1
28.06 CO
330 . _.... j ... __- FU
330 LF OF i1Q" ,-PVC._._. ._f.._..�._..._ .____�..__.-..._.._.
VER
SDR -15 AT S=0.005 r _"=3.27-. 3-27.12-
92 8 IN) ` � � � � ��� _
» i } =326.69 TP=326.17
INV�331.92 10 IN) INV4332.61 & PL G END
INV'=331.8210"OQT) NV=329.26 i { TP=325.7
INV=3.6
8(10"OUT) INV=328.#0
3368INV=3,(6 FM -IN INY=
3.56325 i fi f
INV=326.19 INV325.67PLAs
! ! 99
E 86 LF OF PVC,
C 0(COLOR GR E�N) AT S=0.0 '0 INV=325.26
}
320 _ _.._... _ = Ir
' INV 32.96
o 387' LF 6" PVC C COLOR G ) & 387 12" PVC S
315 t _. _._ .
! !
LL
I
i
t I Io !
i
CL
U V) V)
W
i Z Z Z Z Z
310 V o 0
:
W cn _ w
0
N j iiw J _j '?
C�' N f M L J W I W W
LL UJ
!! - CAO N t[) N N
t LIFT STATION
�
PROPOSED GRADE OBOVE C/L PIRE
I
C-P00(COLOR GREEN) I # )
AT S=0.0050
7
�; i ►
TP=325.4 i
TP=32'
i
INV=324.7]
324.77 INV=32.25 ( I FUTURE 50 LF P OF 10" # j
{ PVC -SDR -35 AT S=0.0025 i -
_._._..FUTl.IBE_..5�_LF_OF...6_._P�C__.__._..�..__._.....__:4g
C-900(COLOR GREEN) I fi _ ,1
IN 317.38 10 UT
AT S=0.0050 ? (j i INV=316.93 - )
I
Z-35 VENT PI!E ? INV=324.0 6"OUT) "
1NV-316. 1 Q flat PI ACE 180 i r OF 10
10 2 13 14 15
i
! s
PVC SDR -35
AT S=0.0025
i
w
I
i
i w
I
i
i
la
Iz
CL
!
I
i
iQ
0
J
O_
11Z
I J
1
_►
1 d
1(0
j (0
N
d'
r N
�F
1 N
tet'
i
CJ
+0
+
+
+
16
17
18
o
00
We
NOTE:
SEWER EASEMENT SHALL BE CLEAR
OF TREES, SHRUBS, GREENS AND
TEES.
NOTE:
BASIN HATCHING REFLECTS EXTENT OF
WATER RETAINED FROM 100 YEAR, 24
HOUR EVENT.
NOTE:
McALLISTER RANCH IS TO MAINTAIN IN
SUMP AND INSERT AVAILABLE VOLUME
FOR STORAGE OF 100 YEAR 24 HOUR
STORM EVENT RUNOFF.
INV=317.88(TI RU)
PLACE 15P LF OF 10" I
PVC SDR -435 AT S=0.0 025
i `�
i
44f
f
2
9b�
d .4
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
Stantec Consulting Inc.
1400 18th STREET
Bakersfield, CA 93301
Tel. 661.616.0000
Fax. 661.616.2400
www.stantec.com
mardK
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
f O CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
O PLUG 10" PIPE.
I
�3 PLUG 6" PIPE.
f 340
RIM=336.5 RIM= 334.56
- Revision By Appd. Date
I Name:
File 335
Dwn. Chkd, Dsgn. Date
30 No. 25993 Z;
t € i Exp.3-31-08
17
} I E OF
25
FUTURE i30 LF OF 10" PVC,
SDR -35 AT S=0.0025 i Client/Project
I i If ,t=�, o
``H..pj.Lt
INV 318.36 & PLG i10SEWER PIPEQ
20 MCALLISTER RANCH GOLF COURSE�.I N
o INVa318.5(10-1 IN)) SEWER LIFT STATION, STORM DRAIN_' a
! Z INV�318.4 10 OUT
" w OUTFALLS AND SUMPS,a
/PLACE 191.;. LF _OF- _10 o_ I
PVC SDR -3,5 AT S=0.00 57 _, 15 Kern County, California
w�
:�: M I Title
I Of ! 1
t o3 :D SEWER LATERAL "A"
310
U)
I a w V) i o
N
! { L co
! r
i cl� Project No. Scale
�+
__..-._.._.. _.._...__.. + _ _._.-�-__.._+1$44 00800
12 23 Drawing No. Sheet Revision
-= C-110 13 c! 13 0