HomeMy WebLinkAbout1.2-5900_1.3 RevGENERAL NOTES:
1.
ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING
ODE, LATEST EDITION
UNITS
AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A
PART HEREOF.
2.
ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL,
BE IN ACCORDANCE
SEWER
WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMEN
OF TRANSPORTATION
STA.
STANDARD SPECIFICATIONS, LATEST EDITION. ALL REFERENCES TO SECTION 90
DF THE CALTRANS
4.
STANDARD SPECIFICATIONS SHALL REFER TO THE CALTRANS STANDARD SPECIFICATIONS
DATED JULY 1992
161+00 TO STA. 170+31.12
THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF
THESE PLANS AND THE
WAY
CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE.
16+51.70 TO STA. 25+00
3.
THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF C
NSTRUCTION.
STA.
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD
FOR ANY WORK TO BE
6.
PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SEC
RED BY A SUBDIVISION
AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE
WORK PERFORMED
CITY STD. No.
WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE FROVIDED
PRIOR TO
®
ISSUANCE OF A PERMIT.
IC PLUG (SOLVENT
4.
PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RICHT-OF-WAY,
THE
7.
CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48
HOURS NOTICE.
5.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS
AT THE
8.
BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN
DIMENSIONS ON THESE
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND
DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. STANTEC CONSULTING
INC. MUST BE
MANHOLE, TYPE "A"
NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY
THESE DRAWINGS.
6.
EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN
CCORDING TO AVAILABLE
®
RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OM
SSIONS. THE
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS
CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH
F ALL UTILITIES PRIOR
TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-
27-2600) SHALL BE
❑
CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION.
6
7.
ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR U14DERCUT
BY
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRA
TOR'S EXPENSE, AS
CONSTRUCT9N.
DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY.
SW -7
8.
IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT,
IT IS THE
SW -8
RESPONSIBILITY OF THE OWNER OR GRADING CONTRACTOR TO NOTIFY THE ENGI
EER IMMEDIATELY PRIOR
TO ANY FURTHER WORK.
9.
THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND
SUPERVISION
St�i
NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT.
10.
ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF
THE REQUIREMENTS OF
I
USE CONNECTION WITH CAST IRON SADDLE
THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND
REPLACED BY THE
SW -12
CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED
FOR SUCH
®
CORRECTION.
I
TRENCH BACKFILL & COMPACTION
11.
NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONC
. ALL RESTAKING OR
REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
❑
12.
IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, D
AWINGS OR OTHER
DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE
LIENT, OWNER AND
CONTRACTOR AGREE TO HOLD THE CONSULTANT HARMLESS AND RELEASE THE CONSULTANT
FROM ALL
`'
LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS.
13.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPO
SIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUD114G
SAFETY OF ALL
PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED
TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY
AND HOLD THE
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION
xk�
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE ENGINEER.
14.
IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS
AND
SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWING
3, HE SHALL SUBMIT A
WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR
FO FILING HIS BID PRICE
FOR THE PROJECT,
15.
STANTEC CONSULTING INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANGES TO OR
USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BEA
PROVED IN WRITING BY
STANTEC CONSULTING INC.
16.
SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT
RE PART OF THIS
PROJECT.
COB SEWER SPECIFICATIONS:
SEWER CONSTRUCTION PLA NS FOR
McA L L IS TER RANCH - TRA C
MAJOR ROADS - PHASE 7.3
KERN COUNTY, CALIFORNIA
1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION
DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER.
2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAN NAME OF THE
MANUFACTURER, AND STRENGTH OR CLASS OF PIPE.
3. PVC PIPE INSTALLATION:
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM 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.
9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BA ERSFIELD STANDARD
DRAWINGS SW -6.
10. SYSTEM TESTING:
INSTALLED PIPE SHALL BE ' CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE
SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFA TURER AND
ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUI ED FOR TEST AND
INSPECTION.
PANAMA LANE
T 5900
TITLE SHEET
B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY
F JOINTS SHALL BE IN ACCORDANCE
UNITS
WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE
CONNECTS TO VCP, USE COUPLINGS
3,065
APPROVED BY THE CITY OF BAKERSFIELD.
10" SEWER LINE
SEWER
C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCOR
ANCE WITH ASTM D 2321. ONLY
STA.
CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE.
SEWER
4.
FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL
BE PLACED ON TOP
161+00 TO STA. 170+31.12
OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO
E PLACED ON SEWER
WAY
LATERALS EXTENDING FROM SEWER MAIN TO RIGHT-OF-WAY LINE.
16+51.70 TO STA. 25+00
5.
SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LI
E, UNLESS OTHERWISE
STA.
NOTED ON PLANS.
OBTAIN LATEST EDITION THEREOF.)
6.
WYE -FITTINGS SHALL BE INJECTION MOLDED IN-LINE AND SHALL BE USED FOR
LL LATERAL
CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF
5' ABOVE THE
CITY STD. No.
HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITrINGS
ONLY SHALL BE
®
USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLAS
IC PLUG (SOLVENT
WELDED).
SW-2TRENCH"ECTION
7.
ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY
LINE AND SHALL BE
SW -3
4" IN DIAMETER EXCEPT AS NOTED ON PLANS.
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH
8.
THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD
DRAWINGS
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND
SW -4 AND SW -5 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SP
CIFICATIONS OF THE
MANHOLE, TYPE "A"
STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION.
9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BA ERSFIELD STANDARD
DRAWINGS SW -6.
10. SYSTEM TESTING:
INSTALLED PIPE SHALL BE ' CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE
SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFA TURER AND
ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUI ED FOR TEST AND
INSPECTION.
PANAMA LANE
T 5900
TITLE SHEET
DESCRIPTION
QUANTITY
UNITS
SEWER
LAYOUT
3,065
L.F.
10" SEWER LINE
SEWER
PLAN, PENSINGER
ROAD
STA.
151+46.82 TO STA. 1161+00
SEWER
PLAN, PENSINGER
ROAD
STA.
161+00 TO STA. 170+31.12
SEWER
PLAN, CONESTOGA
WAY
STA.
16+51.70 TO STA. 25+00
SEWER
PLAN, CONESTOGA
WAY
STA.
25+00 TO STA. 29+49.23 &
McALLISTER
BAKERSFIELQ CALIFORNIA
Wasco
IDLE ELK C
RESERVE
TATE PARK
Maricope
KERN RIVER STATE
RECREATION AREA
VICIN17 YMAP
NOT TO SCALE
1
W
Q
ti
O
Tehachapi
OWNER /SUBDIVIDER
SUNCAL COMPANIES
1700 K STREET
SUITE 120
BAKERSFIELD, CA 93301
(661) 322-7363
ENGINEER
STANTEC CONSULTING, INC.
2590 VENTURE OAKS WAY
SACRAMENTO, CA 95833
(916) 569-2500
-
\ PANAMA LANE
PLAN VIEW &KEY MAP !NO'T'E: FOR DESIGN OF EXTENDED FACILITIES TO THE POINT OF CONNECTION
�� i AT THE CITY TRUNK SEWER, SEE "SEWER CONSTRUCTION PLANS
SCALE. 1 "=1000' �� i i i FOR McALLISTER RANCH PANAMA LANE" BY SAN JOAQUIN ENGINEERING.
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.
COB TRENCHING NOTES
1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR
SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE.
2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND COMPACTED
PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22.
3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN
ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING
BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S
EXPENSE.
5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION.
6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE.
CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%.
7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF
REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO
FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR.
NOTE TO CONTRACTOR
ALL MANHOLES AND CLEANOUTS WITHIN TRACT,
INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED
TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS.
EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING
CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS.
MATERIALS LIST
DESCRIPTION
QUANTITY
UNITS
8" SEWER LINE
;
3,065
L.F.
10" SEWER LINE
BENCHMARK USED:
L.F.
12" SEWER LINE
623
L.F.
TOP OF BRASS CAP IN CONCRETE MONUMENT AT INTERSECTION OF WHITE LANE
CITY STANDARD PLATES:
AND VIA IGLESIA. ELEVATION=359.27 ( U.S G.S. DATUM
1
THE FOLLOWING
CITY OF�
i
BAKERSFIELD STANDARD DRAWINGS SHALL
BENCHMARKSET.'
48" MANHOLE
BE CONSIDERED
A PARI
OF THESE PLANS.
48" MH W/I.D.C.
1
(CONTRACTOR TO
OBTAIN LATEST EDITION THEREOF.)
TOP OF 2" IRON PIPE AT NORTHEAST CORNER OF SECTION 23, TOWNSHIP 30
PROPOSED
SEWER FORCE MAIN
SOUTH, RANGE 26 EAST, MOUNT DIABLO MERIDIAN.
SEWER MANHOLE
CITY STD. No.
DESCRIPTION
ELEVATION=348.19 ( U.S.G.S DATUM
®
SW -1
SEWER LATERAL MARKER
❑
SW-2TRENCH"ECTION
FOR CONCRETE ENCASED PIPE
ENGINEER'S STATEMENT
❑
SW -3
PAVEMENT PATCHES
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND
®
SW -4
MANHOLE, TYPE "A"
THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY
Mx 'sry4J
AGENCY OR OTHER REVIEW BOARD.
®
SW -5
FRAMES & COVER FOR MANHOLES & CLEANOUTS
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS
slgj£ .. •
AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES,
❑
SW -6
6
CLEAN OUT
STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING
CONSTRUCT9N.
❑
SW -7
H USE CONNECTION WITH VCP SADDLE
❑
SW -8
INDUSTRIAL SAND TRAP
� - 5 .A to
.E. R. No. 25993 EXP 3/31/06 DATE
El
SW -10
St�i
ND TRAP
❑
SW -1 1
H
I
USE CONNECTION WITH CAST IRON SADDLE
CITY OF BAKERSFIELD
❑
SW -12
S WER LIFT STATION VALVE BOX
RECOMMENDED FOR APPROVAL:
®
ST -22
I
TRENCH BACKFILL & COMPACTION
3
❑
ST -6
STANDARD PAVEMENT PATCHES
i
RAUL ROJAS, PUBLIC WORKS DIRECTOR, RCE 39880 DATE
MATERIALS LIST
DESCRIPTION
QUANTITY
UNITS
8" SEWER LINE
;
3,065
L.F.
10" SEWER LINE
97
L.F.
12" SEWER LINE
623
L.F.
15" SEWER LINE
TEE - SI
945
L.F.
18" SEWER LINE
50
L.F.
48" MANHOLE
NT - SIZE AS NOTED
13
EA.
48" MH W/I.D.C.
1
EA.
or rl8'7ANT PUBLIC WORKS DIRECTOR ' DA
OF BAKERSFIELD
APPROVED BY
KERN COUNTY
OF ENGINEERING AND SURVEY SERVICES
3-P4
DATE
Sta'ntec Consulting Inc.
2590 Venture Oaks Way
Sacramento, CA 95833-3288
Tel. 916.569.2500
Fax. 916.921.9274
www stantec.com
Stang
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors pr omissions shall be reported to
Stantec Consulting Inc. without delay. I
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 Stontec Consulting Inc. is forbidden.
Construction Notes
r---
STORM DIRIN
---
CATCH BASIN
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DRAIN MANHOLE
File Name:
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WATER MAIN - SIZE AS NOTED
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GATE VALVE
- SIZE AS NOTED
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FIRE HYD
NT - SIZE AS NOTED
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BLOW -OFF
ASSEMBLY
PROPOSED
SEWER MAIN
8"FM
PROPOSED
SEWER FORCE MAIN
PROPOSED
SEWER MANHOLE
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PROPOSED
SEWER CLEANOUT
-`----
AC
AB
BCR
BEG.
CB
C&G
C/L
CL
COB
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EXIST., EX.
FG
FL
GB
INV.
C.B.D.S.
LT
NG
DS
P/L
PI
PROP.
PVMT.
P.V.C.
R.C.P.
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R/W
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Revision
EVIATI
ASPHALT CONCRETE
AGGREGATE BASE
BEGIN CURB RETURN
BEGIN
CATCH BASIN
CURB AND GUTTER
CENTERLINE
CLASS
CITY OF BAKERSFIELD
END CURB RETURN
EDGE OF PAVEME T
EXISTING
FINISH GRADE
FLOWLINE
GRADE BREAK
INVERT ELEVATION
i
a
CITY OF BAKERSFIELD DEVELOPMENT STANDARDS
LEFT
NATURAL GROUND
DISCHARGE STRU TURE
PROPERTY LINE
POINT OF INTERS CTION
PROPOSED
PAVEMENT
POLYVINYL CHLORIDE PIPE
REINFORCED CONCRETE PIPE
RUBBER GASKETE JOINT
RIGHT
RIGHT OF WAY
RIM ELEVATION
STATION
TRAFFIC INDEX
TOP OF PAVEMENT
By Appd. Date
a°�
o
File Name:
CITY OF BAKERSFIELD DEVELOPMENT STANDARDS
LEFT
NATURAL GROUND
DISCHARGE STRU TURE
PROPERTY LINE
POINT OF INTERS CTION
PROPOSED
PAVEMENT
POLYVINYL CHLORIDE PIPE
REINFORCED CONCRETE PIPE
RUBBER GASKETE JOINT
RIGHT
RIGHT OF WAY
RIM ELEVATION
STATION
TRAFFIC INDEX
TOP OF PAVEMENT
By Appd. Date
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File Name:
V
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Dsgn. Date
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SEWER PLANS
MCALLISTER RANCH
E
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MAJOR ROADS - PHASE
1.3
t
Kern County, California
a omia
Title
TITLE SHEET
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Project No. Scale00
�
1844 00800 AS SHOWN
-
Drawing No. Sheet
Revision
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C-001 1 of
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ENGINEERS NOTES:
1.
THE TYPES, LOCATIONS, SIZES AND/OR
DEPTHS OF EXISTING UNDERGROUND UTILITIES
r
AS SHOWN ON THESE IMPROVEMENT
PLANS WERE OBTAINED FROM SOURCES OF VARYING
Appd. Date
RELIABILITY. THE CONTRACTOR IS
CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL
REVEAL THE TYPES, EXTENT, SIZES,
LOCATIONS AND DEPTHS OF SUCH UNDERGROUND
UTILITIES. A REASONABLE EFFORT
HAS BEEN MADE TO LOCATE AND DELINEATE ALL
KNOWN UNDERGROUND UTILITIES.
HOWEVER, STANTEC CONSULTING INC. CAN ASSUME NO
RESPONSIBILITY FOR THE COMPL17ENESS
OR ACCURACY OF ITS DELINEATION OF SUCH
Chkd.
UNDERGROUND UTILITIES NOR FO
THE EXISTENCE OF OTHER BURIED OBJECTS OR
UTILITIES WHICH MAY BE ENCOUNTERED
WHICH ARE NOT SHOWN ON THESE PLANS.
2.
CONTRACTOR TO EXPOSE END 0
EXIST. SEWER AND (OR) DRAIN LINE FOR SURVEYORS
Q�OFESS1pN9�
F�f;�;•
TO VERIFY LOCATION AND ELEVATION
PRIOR TO PLACEMENT OF PIPE. ALL COSTS OF SUCH
EXCAVATION AND BACKFILL SHALI.
BE INCLUDED IN PRICE PAID FOR VARIOUS ITEMS OF
WORK.
3.
CONSTRUCTION CONTRACTOR AG
EES THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, CON
TRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSI
ILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.
THIS REQUIREMENT SHALL BE MADE
TO APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKING HOURS, AND
CONSTRUCTION CONTRACTOR FURTHER AGREES TO
DEFEND, INDEMNIFY AND HOLD
THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND
Exp.3-31-06
ALL LIABILITY, REAL, OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THIS PROJECT, EXCEPTING
IABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
DESIGN PROFESSIONAL.
4.
PRIOR TO ANY CORRECTIVE ACTT
N, BY THE CONTRACTOR, WHICH IS NECESSARY DUE TO
ALLEGED STAKING ERROR, THE CONTRACTOR
SHALL NOTIFY STANTEC CONSULTING INC.
FOR RESTAKING AND VERIFICATI
N OF PREVIOUS STAKING. SHOULD ANY CORRECTIVE
WORK BE DONE PRIOR TO NO
IFICATION, OR IF THE ORIGINAL STAKING IS DONE BY
OTHERS, STANTEC CONSULTING INC.
ASSUMES NO LIABILITIES FOR THE COSTS INCURRED
o
FOR THIS WORK. WHERE IT IS
DETERMINED THAT ANY CORRECTIVE ACTION WILL REQUIRE
FINANCIAL PARTICIPATION BY ST
TEC CONSULTING INC., THAT AMOUNT SHALL BE AGREED
TO BY STANTEC CONSULTING ING.
IN WRITING PRIOR TO TAKING CORRECTIVE ACTION.
FAILURE TO OBTAIN WRITTEN ACCEPTANCE
BY STANTEC CONSULTING INC. WILL NEGATE
ALL REQUIREMENTS OF OUR FIN
NCIAL ASSISTANCE.
5.
STANTEC CONSULTING INC. HAS
EXERCISED A REASONABLE AND ACCEPTABLE STANDARD OF
CARE IN THE PREPARATION OF THESE
PLANS. HOWEVER, THE DESIGN PROCESS INCLUDES
ACTIVITIES OCCURRING AFTER PLkN
SIGNATURE. THESE ACTIVITIES INCLUDE CALCULATION,
PLAN CHECK AND VERIFICATIONS
DURING CONSTRUCTION. SHOULD PERSONS, OTHER
THAN STANTEC CONSULTING INT.,
PERFORM THE CONSTRUCTION STAKING OPERATION,
y_
THEY SHALL INDEMNIFY STANTE
CONSULTING INC. FROM ANY DAMAGES RESULTING FROM
FAILURE TO PERFORM THOSE TkSKS
OR ANY EXPENSE OR DAMAGE RESULTING FROM
OMISSION OR ERROR CONTAIN
IN THE PLANS WHICH WOULD REASONABLY HAVE BEEN
MCALLISTER RANCH
DISCOVERED AND CORRECTED
Y STANTEC CONSULTING INC..
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0 200' 300' 400'
1 "=200' M6 ■ ®■ -MM
TACT 6692
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CONESTOGA
�----•r _ •►—�--,�. -----
WAY
LIFT STATION
--ssasr-----aspare—---�---�a�ua�--�-v,w s—�--aac.�------
REFER TO SEWER CONSTRUCTION PLANS
FOR MCALLISTER RANCH PANAMA LANE
FOR LIFT STATION AND GRAVITY SEWER
DETAILS WITHIN PANAMA LANE.
A' Stante6 Consulting Inc.
2590 Venture Oaks Way
Sacramento, CA 95833-3288
Tel. 916.569.2500
Fax. 916.921.9274
` 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 drawing& 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
r
5
Revision By
Appd. Date
File Name:CD
o
rI
Dwn.
Chkd.
Dsgn. Date
- -
Q�OFESS1pN9�
F�f;�;•
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5
Revision By
Appd. Date
File Name:CD
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Dwn.
Chkd.
Dsgn. Date
- -
Q�OFESS1pN9�
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259
Exp.3-31-06
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OF CAN0
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Client/Project
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SEWER PLANS
y
MCALLISTER RANCH
<_;
MAJOR ROADS - PHASE 1.3
Kern County, California
Title
�
L
SEWER LAYOUT
o
Py
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Project No. Scale
X k
1844 00800 AS SHOWN
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Drawing No. Sheet
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C-002
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C L TANGENT DATA
LINE LENGTH BEARING
L1 1134.64 S49'56'07"W
SEWER PIPE C L CURVE DATA
CURVE LENGTH
oz
TANGENT
o' <
C2 1 345-021
W W
173.54
0
-o
<
W
35' 35'
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48�'2
L1
25' 25'
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C L TANGENT DATA
LINE LENGTH BEARING
L1 1134.64 S49'56'07"W
SEWER PIPE C L CURVE DATA
CURVE LENGTH
I RADIUS
TANGENT
DELTA
C2 1 345-021
13637001
173.54
14'30'43"
z
d
N
m
LENGTH RADIUS
TANGENT
DELTA
0
m w
z
v
-o
<
W
35' 35'
m
uzi
L1
25' 25'
J W
153
_
152 - ---+ -
LA
T O
38' 50'
61'
49'
110' R/W
NCH ROAD
MCAL-�-I Rp p PHASE 1.1)
(MAJop,
171 171
XX X X X
L•.1 W W W W
PROP. C/L N 7 Iq Oq
GRADES
r7 r� M r7 t�
345 -- -
340
25/a( EX.
335
i
{ o
I Q:
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330 - - — - a
J
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325 - -
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149 150
151
EX.
X
W
C)o
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rn a,
m W
o6
M
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152
o6 06
M trj
153
C/L CURVE DATA
CURVE
LENGTH RADIUS
TANGENT
DELTA
C1
966.24 1350.00
504.86
41'00'31"
-v
0
-o
0
rn
0
_--- --._._----------- .. --
154 _ -t -- e--- - —+-- - - - -
I
1 "=50'H0 50' 75' 100'
1 ".5'v ims
wo
vo
0 5' 7.5' 10'
SHOEMAKER
`- zv;--
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1"
STREET
(SEE SHEET 9)
w
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70' RAW
a.
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35' 35'
+
n
V
25' 25'
U r-
+
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25' 25'
35' 35' 1
70' RAW
SHOEMAKER STRE
(SEE SHEET 9)
I
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ET
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
!
1
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1
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N N� CD co N PROP. C/L
f` a0 O � N M u kC) co 1� op O N M
o C5 6 GRADES
M 1 M M �N j M M rKj r!j M M r
C/L GRADE RIM=339
INV_329.72 81N) i Y
INV 329.62 8 OUT) < N
W
0
_
V,--
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It in
+ +
155 156 157 158
V PL205V.�., S R -350R PE,S 02�
159
160
RIM=3410.11
340
335
-- 330
76 INV=328.73(8")
N
--- 325
N
+
iLo
Stantec Consulting Inc.
?590 Venture Oaks Way
iacramento, CA 95833-3288
el. 916.569.2500
'ax. 916.921.9274
mcstantec.com
Stantec
Copyright Reserved
The Contractor shall verify and b 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 STANDARD PRECAST MANHOLE TYPE "A'
AND COVER PER C.B. .S. NO. S-7 & S-8.
O PLACE 80 LF OF 8" .V.C., SDR -35
SEWER PIPE & PLUG END. S=0.0025,
INV. AT PLUG=329.92
INV. AT MH=329.72
CD
0
3>
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z
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0
Revision BY Appd. Date
`- zv;--
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FESS/04
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• 599 , �
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NO
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Client/Project
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C.ZVT"eU1N11\1AAAr.�( Lit,i
SEWER PLANS
MCALLISTER RANC
a
MAJOR ROADS - PHASE 1.3
a
W I
Kern County, California
'_ --
1
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7
3
0
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Project No. Scale
I
1844 00800 AS SHOWN
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C2
3
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25' 25'
35' 35' 1
70' RAW
SHOEMAKER STRE
(SEE SHEET 9)
I
C 1 '� 1
ET
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
!
1
I
1
I
N N� CD co N PROP. C/L
f` a0 O � N M u kC) co 1� op O N M
o C5 6 GRADES
M 1 M M �N j M M rKj r!j M M r
C/L GRADE RIM=339
INV_329.72 81N) i Y
INV 329.62 8 OUT) < N
W
0
_
V,--
0) �
It in
+ +
155 156 157 158
V PL205V.�., S R -350R PE,S 02�
159
160
RIM=3410.11
340
335
-- 330
76 INV=328.73(8")
N
--- 325
N
+
iLo
Stantec Consulting Inc.
?590 Venture Oaks Way
iacramento, CA 95833-3288
el. 916.569.2500
'ax. 916.921.9274
mcstantec.com
Stantec
Copyright Reserved
The Contractor shall verify and b 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 STANDARD PRECAST MANHOLE TYPE "A'
AND COVER PER C.B. .S. NO. S-7 & S-8.
O PLACE 80 LF OF 8" .V.C., SDR -35
SEWER PIPE & PLUG END. S=0.0025,
INV. AT PLUG=329.92
INV. AT MH=329.72
CD
0
3>
z
z
M
0
Revision BY Appd. Date
File Name:
a
o
own. Chkd. Dsgn. Date
o
FESS/04
E
zPri
• 599 , �
1 06
N
.3
N
CIV
9T£ OF
NO
0
i
i
Client/Project
C
C.ZVT"eU1N11\1AAAr.�( Lit,i
SEWER PLANS
MCALLISTER RANC
MAJOR ROADS - PHASE 1.3
a
I
Kern County, California
Title
I
SEWER PLAN
3
0
PENSINGER ROAD
a
STA. 151+46.82 TO STA.161 +00
0
0
Co
0
Project No. Scale
1844 00800 AS SHOWN
co
Drawing No. Sheet Revision
o
PROP. C/L GRADES 0
340
335
330
325
0 50' 75' 100,
I �50:H Pi
M?v
Sm
gin
1"=5 V lowniminammom�
0 5' 7.5' 10'
- — — — — — — — — — -
0 114:
oW
V)
<
7-
a-
- — --- — — — — — — LU
0
Z
V)
Z ry
LLJ 0
----------
I PROP. C/L GRADES
162
EM
163 164 165 166 167 168 169 170
171
335
330
325
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
ulting Inc.
Oaks Way
A 95833-3288
2500
3274
all dimensions. DO
shall be reported to
property of
y purpose other then
den.
NHOLE TYPE
& S-8.
--;ppd. Date
U)
03
Esgn. -Dote
CL
O
12 0
00
co
Q
Revision
00
N
U')
PROPOSE C
C/L GRADE
RIM=340.99
0.25%
--.25%
<1
INV=328.13(8-)
PLA
PLACE
S EW
(MH
350
--R PI
-�O KA
LF OF
E, S=O.�025
8" P V C SDR
-13155,
L'A
CL
INV=327.88
I NV=327.78FOUT)
B - IN)
Vi
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LLJ
----------
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4MO
-* 74-
0
U)
6
0
U)
0
C14
162
EM
163 164 165 166 167 168 169 170
171
335
330
325
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
ulting Inc.
Oaks Way
A 95833-3288
2500
3274
all dimensions. DO
shall be reported to
property of
y purpose other then
den.
NHOLE TYPE
& S-8.
--;ppd. Date
U)
03
Esgn. -Dote
CL
O
12 0
00
co
Q
Revision
00
N
U')
335
330
325
320
315
15 16 ( 17
iff
M
21
22
23
W
♦ PROP. C/L GRADES
335
330
325
�— INV=322.07(12")
V.C., SDR -35
)320
25
315
1"=50'H0 50' 75' 100'
0 7ri
1 =5 V ��
0 5' 7.5' 10'
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
Stantec Consulting Inc.
2590 Venture Oaks Way
Sacramento, CA 95833-3288
Tel. 916.569.2500
Fax. 916.921.9274
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 anti 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 STANDARID PRECAST MANHOLE TYPE "A"
AND COVER PER C.B'�D.S. NO. S-7 & S-8.
O PLACE 65 LF OF 8" P.V.C., SDR -35
SEWER PIPE & PLUG END. S=0.0025,
INV. AT PLUG=323.7
INV. AT MH=323.61
O REMOVE EXISTING SEWER PLUG AND
CONNECT 8" SEWER PIPE.
`$$k Revision By Appd. Date
File Name:
Dwn. Chkd. Dsgn. Date
Q�pFESS/ON9
.E9l 25 31-06
93
Client/Project
sj
VAu-p`f LA4iJ,W—'
SEWER PLANS j
MCALLISTER RANCH
MAJOR ROADS - PHASE 1.3
.:
Kern County, California
! i
—� 5e —0
RIM335.51
PROPOSED C/
GRADE
IM=336.15
X. (EX'
—0.25%
0.25%
—0.25%
i
I
EXIS
. JEWER
MH.
FL=329.45(
4 DRAIN)
XIS
S=0.0025
. 8" SEWER
EXIST. 8"
S=0.00250
7ER
INV=3
4.4
(EX.) 1
=324.25(EX.)
PLACE 293 L
OF 8" P.V.C.
SDR -35
PLACE 31
LF OF 8" P..C.
SDR -35
'
PIPE,
=0.0025 (—)
INV
323.61 8" N)
SEWER PI
E, S=0-00250—)
PLACE 33"20FSEWER
INV
323.51�83�W
E}
I
V=322.83 8"
N
EWER PI
a
o lI
V=322. 8
w
I
V=322.4 9 1
( )kMH
W
N
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v7 u7
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+ _
---+
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+
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+
4- 4-
15 16 ( 17
iff
M
21
22
23
W
♦ PROP. C/L GRADES
335
330
325
�— INV=322.07(12")
V.C., SDR -35
)320
25
315
1"=50'H0 50' 75' 100'
0 7ri
1 =5 V ��
0 5' 7.5' 10'
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
Stantec Consulting Inc.
2590 Venture Oaks Way
Sacramento, CA 95833-3288
Tel. 916.569.2500
Fax. 916.921.9274
www.stantec.com
stantec
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs anti drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
O CONSTRUCT STANDARID PRECAST MANHOLE TYPE "A"
AND COVER PER C.B'�D.S. NO. S-7 & S-8.
O PLACE 65 LF OF 8" P.V.C., SDR -35
SEWER PIPE & PLUG END. S=0.0025,
INV. AT PLUG=323.7
INV. AT MH=323.61
O REMOVE EXISTING SEWER PLUG AND
CONNECT 8" SEWER PIPE.
`$$k Revision By Appd. Date
File Name:
Dwn. Chkd. Dsgn. Date
Q�pFESS/ON9
.E9l 25 31-06
93
Client/Project
sj
VAu-p`f LA4iJ,W—'
SEWER PLANS j
MCALLISTER RANCH
MAJOR ROADS - PHASE 1.3
.:
Kern County, California
Title
SEWER PLAN
CON ESTOGA WAY
STA. 16+51.70 TO STA. 25+00
Project No.
1844 00800
Drawing No.
" C-103
Scale
AS SHOWN
Sheet Revision
5'of 9
SEWER PIPE CA CURVE DATA
CURVE
LENGTH
I RADIUS
ITANGENTI
DELTA
C2
32.671
794.001
16.34
2.21'27"
PROP. C/L _
GRADESto
M
335
330
325
INV=322.07(12") -�
320
315
CA CURVE DATA
CURVE LENGTH
I RADIUS ITANGENTI
DELTA
C1 1 42.65
1000.00 21.33
2'26'37"
RAWHIDE ROAD
HEET 8)
CONESTOGA WAY
1"=50'H050' 75' 100'
11 111001111111 16P16i 11611111161111111111
1"=5'V 1161
0 5' 7.5' 10'
C L TANGENT DATA
LINE LENGTH BEARING
L1 451.55 S86'56'18"E
L2189.85 S89'2255"E
26
30
CONSTRUCTION CA CURVE DATA
CURVE
LENGTH
I RADIUS
TANGENT DELTA
C3
289.881
525.001
148.74 31'38'08"
.3.79
2'58'53"
RIM --335.63
PLACE 187
PROPOSED
/L GRADE
LF OF 8"
RIM=336.
3
0
-0.25%
PIPE, S=0.002
5
PLUG
0.28%
W
o
w
�-
vi
a-
a-
M
o'
U-1
FL=329.
1(18"DRAIN)
FL=326.08(4
"DRAIN)
��-
Z
W
PLACE 97 LF
OF 10" P.V
Ot...
. . . i
'd
U0
+
SEWER PIPE,
S=0.0068
INV G EN
PLUG EN
9(10")
"
12 SEWER
IPE,
INV=
21.89(12")
P
E 284 LF 0
12" P.V.C., SDR
35
4"
I.24
_
,.
12"
aINV=321.46
o
INV=321.21
15"
w
0
Cf
LJ
U-1
r`
o
M w
C)
N
N N
LJ
+
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M ai
O It
26
30
CONSTRUCTION CA CURVE DATA
CURVE
LENGTH
I RADIUS
TANGENT DELTA
C3
289.881
525.001
148.74 31'38'08"
CONSTRUCTION C/L TANGENT DATA
LINE
LENGTH
BEARING
L3
284.00
N73 -40'23"E
STREET CA CURVE DATA
CURVE
LENGTH
I RADIUS
ITANGENTI
DELTA
C4
27.58
530.00
.3.79
2'58'53"
STREET CA TANGENT DATA
LINE
LENGTH
BEARING
L4
289.46
N73-4O'23"E
SEWER PIPE CA, CURVE DATA
CURVE
LENGTH I RADIUSTANGENT
DELTA
C5
1 41.861 51.9.001
20.94
4.37'18"
AWK DRIVE
GRAY H
(SEE SHEET 9)
1 "=50'H0 50' 75' 100'
■■■■■om
5' 7.5' 10'
MCALLISTER RANCH ROAD
PROP. CA PROP. C/L 19 0 N PROP. C/L
GRADES GRADES ' n n CD�GRADES
M rj r M I
M
335 340
330 335
SDR -35
325 330
INV=;
INV
320 325
315 320
'- RIM=338.73
PROPOSED CONST. CA GRADE
340
0.35%
9.68(8 „)(W.)
i 9.58(8) S
PLACE 187
LF OF 8"
P.V.C., SDR -3
INV=33
0
SEWER
PIPE, S=0.002
5
PLUG
W
o
w
�-
vi
a-
a-
M
o'
U-1
��-
Z
W
Ot...
. . . i
'd
U0
+
36
37
s
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
Stantec Consulting Inc.
2590 Venture Oaks Way
Sacramento, CA 95833-3288
Tel. 916.569.2500
Fax. 916.921.9274
www.stantec.com
a;
stantK
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
5`,:1 ;``' Stantec Consulting Inc. without delay.
�',•N The Copyrights to all designs and drawings are the
g g property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
,nl, that authorized by Stontec Consulting Inc. is forbidden.
Construction Notes
O CONSTRUCT STANDARD
AND COVER PER C.B.D.
Revision
�'`;' File Name:
335
o. 25993
330 4:;=fin Exp.3-31-06 �1
i t a .• /�
y', q .•
F�
v z
lF OF CNV
-0:
325K.
320
PRECAST MANHOLE TYPE "A"
S. NO. S-7 & S-8.
By Appd. Date
a
�U
Dwn. Chkd. Dsgn. Date
W
ClienUProject
-aSUNEAE-£-$iFNPAP�d FF_r's--
L.AM, LIQ
SEWER PLANS
MCALLISTER RANCH
MAJOR ROADS - PHASE 1.3
Kern Countv, Califomia
Title
SEWER PLAN, CONESTOGA WAY
STA. 25+00 TO STA! 29+49.23 &
MCALLISTER RANCH ROAD
0
a
00
0
Project No. Scale
00
1844 00800 AS SHOWN %
Drawing No. Sheet Revision
C-104 6 of 9 0Co
A TANGENT DATA
LINE LENGTH BEARING
Ll 1228.09 S00*56'38"W
1"=50'H0 50' 75' 100'
1"=:5'VP161116116111�t —�f _l
0 5' 7.5' 10'
CONESTOGA WAY 'ER ROAD
(SEE SHEET 5) pENSING
(SEE SHEET 4)
60' R/W 120, R/W
30' 30 65' 551
22' 22' 55' 451
Q I' I UJ I1 ` I
w
O24.5' R
IL 13'
Ld U-1
Z UJ
CL LIJ LLI < C4
Cf)
Ld V) (if fl- V)
0 Lii u')
Lr) 0 ;E 0
V-) + CL F- + Z
CD -t n 00 0 Z LIJ +0
Ld UJ 0)—
+ + CL
ig
C14 F<� 7- Ll
— — — — — — — — — — — — — — — — — — — — — — — — — 0:2
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PROP.
11
L
n
14
+ id
15
C
117 18
00
19 (01,
a)
STA. 10+06.00
GRADES
t
o
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to
MH 5
n
330
ro
n
1`0
nro
- - - - -
- - - - - - - - ---
- - - - - - - - - - - - - - - - - - - - - -
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- - - - - - - - - - - - - - -
- - - --- -
- — -- — -- — --
- - - - - - - - - - - - - - - - - - - - - - - -
INV=327.88�8::IN)
514 W
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60' R/W
�—INV=325.67
1
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8" P.V.C., SD
-35
I NV=32
3.32
P LACE
SEWER
300 LF OF 8"
PIPE, S=0.0025
P.V.C., SDR -35
(SEE SHEET 5)
INV=32
INV=327.07�8"
7.17 8"� S)
-----'Ptxct
SEWER
_3 Lt- Ul' b
PIPE, S=0.0
P V'C--,
25
0
PROP.
n
n
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00
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C0cq
GRADES
t
o
to
n
n
330
ro
n
1`0
nro
340
335
330
325
320
Q0 (0
FL=330.5 (11 8"DRAIN)
=327.00(36"DIRAIN)
INV=32�.38
INV=322.783((8
M
0
aim 0 Lr)
1 7
C) 0Q0 CD C)C:)
00
We
11
61*0111:100M11191011 0=11 0
STA. 22+41
MH # 3
45' 45
55' 55'
110' R/W
PENSINGER ROAD
(SEE SHEET 4)
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
00 M C1 C4 V') (0 00 00 0) 0 N 00 — P0 0) r -
OR 17 U? 0� 7 OR LO 00 C14 r- r) PROP. C L
00 00 00 00 00 0) (M C; C3 6 C5 C; 6
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GRADES
4E
RIM=337.02
is
RIM=338.28
RIM=33�1.54
340
335
Stantec Consulting Inc.
2590 Venture Oaks Way
Sacramento, CA 95833-3288
Tel. 916.569.2500
Fax. 916.921.9274
www.stantec.com
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
O CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A"
AND COVER PER C.B.D.S. NO. S-7 & 5--5.
O I
PLACE 50 LF OF 8" P.V.C., SDR -35
SEWER PIPE & PLUG END. S=0.0025,
INV. AT PLUG=327.30
INV. AT MH=327.17�
PLACE 50 LF OF 8" P.V.C., SDR -35
SEWER PIPE & PLUG END. S=0.0025,
INV. AT PLUG=325.80
INV. AT MH=325.671
Revision
Z3=
By ApDd.. Date
3.
Dwn. Chkd. Dsqn. Date
00
0
Client(Project
-5b'NC-Ah 6E)MPANIES
ZAY"VA VAUJF--(
SEWER PLANS
MCALLISTER RANCH
MAJOR ROADS - PHASE 1.3
Kern County, California
Title
SEWER PLAN
DESPERADO ROAD
,4 Project No.
1844 00800
Drawing No.
C-105
V
4�0
0
Scale
CC
AS SHOWN
Sheet Revision
00
00
(N
Ln
7 of 9 0 11
330
INV=327.88�8::IN)
INV=327.8
8 7OUT
�i-tpl-ACE
�—INV=325.67
1
300 LF OF
8" P.V.C., SD
-35
I NV=32
3.32
P LACE
SEWER
300 LF OF 8"
PIPE, S=0.0025
P.V.C., SDR -35
INV=32
INV=327.07�8"
7.17 8"� S)
-----'Ptxct
SEWER
_3 Lt- Ul' b
PIPE, S=0.0
P V'C--,
25
0
325
INV=325.57
�8::
��E)
8 N&Sl
SEWER
PIPE, S=0.0025
�E J51
LF OF 8"
P.V.C., SDR -35
ER
TIPE, S=0.0078
00
0)
Z "I
320
M
0
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r-�
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4-
00
04 06
It Lo
rl-
12 13 14 15 16
17 18
19
26
21
22
Stantec Consulting Inc.
2590 Venture Oaks Way
Sacramento, CA 95833-3288
Tel. 916.569.2500
Fax. 916.921.9274
www.stantec.com
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
O CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A"
AND COVER PER C.B.D.S. NO. S-7 & 5--5.
O I
PLACE 50 LF OF 8" P.V.C., SDR -35
SEWER PIPE & PLUG END. S=0.0025,
INV. AT PLUG=327.30
INV. AT MH=327.17�
PLACE 50 LF OF 8" P.V.C., SDR -35
SEWER PIPE & PLUG END. S=0.0025,
INV. AT PLUG=325.80
INV. AT MH=325.671
Revision
Z3=
By ApDd.. Date
3.
Dwn. Chkd. Dsqn. Date
00
0
Client(Project
-5b'NC-Ah 6E)MPANIES
ZAY"VA VAUJF--(
SEWER PLANS
MCALLISTER RANCH
MAJOR ROADS - PHASE 1.3
Kern County, California
Title
SEWER PLAN
DESPERADO ROAD
,4 Project No.
1844 00800
Drawing No.
C-105
V
4�0
0
Scale
CC
AS SHOWN
Sheet Revision
00
00
(N
Ln
7 of 9 0 11
340
335
330
325
320
315
�
I
pFESS/0�9
l
4:
?c°1'-
RIM =3
9.19
330 ---j .
Z•
0. 5993 ; �
a,>
Exp.3-31-06
ROPOSED C/
GRADE
C
OF CAS\
325
RIM=
37.19
—0'807.
RIM=,"36.32
SEWER FO CEMAIN
-0.25
0.25% 1 5%
2 OOq
!
FL=330.03(2
"DRAIN)
i
LU k
PLACE 343
LF OF 15"-P.V.C.,
'NVINV=3
P
CE 256 LF
F 15" P.V.C.,
SDR -35
A4
PLACE 3
SEWER PPE,
6 LF OF 15"
S=0.0011
P.V.C., SDR -25
SEWER PIP
S=0.0011
SDR -35
1.46 12"
"
S
15"INV=3
WER PIPE, S=:0.0011
INV=3
1.03 8" W)
0.4515"�(N&)
INV=32
.83
INV=3
1.21 15LJ
INV=31
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iff
11
12
13
14
15
17
iv
MC
FAVI
21
340
335
50' 75' 100'
M
5' 7.5' 10'
kTIONING IS ALONG
CENTERLINE EXCEPT
NOTED AS FLOWLINE
ING.
D. C/L GRADES
r a Stantec Consulting Inc.
2590 Venture Oaks Way
Sacramento, CA 95833-3288
` Tel. 916.569.2500
Fax. 916.921.9274
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.
i
Construction Notes
O .CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A"
AND COVER PER C.B.D.S. NO. S-7 & S-8.
2 PLACE 78 LF OF 8'� P.V.C., SDR -35
SEWER PIPE & PLUG END. S=0.0025,
INV. AT PLUG=321.23
INV. AT MH=321.03
O PLACE 50 LF OF 18" P.V.C., SDR -35
SEWER PIPE & PLUG END. S=0.001,
INV. AT MH=319.921
INV. AT PLUG=319.87
O CONSTRUCT STANDARD INSIDE DROP MANHOLE TYPE "A"
AND COVER PER C.B.D.S. NOS. SW -3 & SW -6.
MANHOLE SHALL HAVE A BOLTED DOWN AND GASKETED
COVER AND A PROTECTIVE INTERIOR COATING.
Revision
r File Name:
320
315
aa>
Z
Z
°n
By Appd. Date
0
a
Dwn. Chkd. Dsgn. Date
1=
Client/Project
I
-81dNe
twTK-W VkAs,:%(l.�A�.1t7, ut-1
SEWER PLANS
MCALLISTER RANO
MAJOR ROADS - PHASE 1.3
Kern County, California
Title
SEWER PLAN
RAWHIDE ROAD
Project No.
1844 00800
Drawing No.
C-106
Scale
Sheet
AS SHOWN
N
Revision
0 N
/3
pFESS/0�9
l
4:
?c°1'-
Lo F2
330 ---j .
Z•
0. 5993 ; �
a,>
Exp.3-31-06
OF CAS\
325
320
315
aa>
Z
Z
°n
By Appd. Date
0
a
Dwn. Chkd. Dsgn. Date
1=
Client/Project
I
-81dNe
twTK-W VkAs,:%(l.�A�.1t7, ut-1
SEWER PLANS
MCALLISTER RANO
MAJOR ROADS - PHASE 1.3
Kern County, California
Title
SEWER PLAN
RAWHIDE ROAD
Project No.
1844 00800
Drawing No.
C-106
Scale
Sheet
AS SHOWN
N
Revision
0 N
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F-
W
0_
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LL � Ih N
W
o in
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32
32
1 "=50 H 0 50' 75' 100'
1 "=5'V
0 5' 7.5' 10'
13 I /
PENSINGER ROAD o
(SEE SHEET 3 )
+
N `—
r-
N g
SEWER LATERAL "A"
12 13
INV=329.92(PL
IPE,. S=0.0025
�G)
335
330
325
IP
Il�
320
w�
V) 0
0
M W
O 0
1"=50'HO 50' 75' 100'
1 "=5'V
60' R /W 0 5' 7.5' 10'
a)
1
ao
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I +
1
r- -I-
CON ESTOGA WAY
(SEE SHEET 5) N
SEWER LATERAL "B"
W
RI=335.51
j
i
W F—
ly
i
W
U) r7 3.
N
$
of
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W W o✓
=323.518 &E )
g" SEWER
N io
Q W r -
m
—
0 O
no00
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LACE 73 LF
VJ
INV=329.92(PL
IPE,. S=0.0025
�G)
335
330
325
IP
Il�
320
w�
V) 0
0
M W
O 0
1"=50'HO 50' 75' 100'
1 "=5'V
60' R /W 0 5' 7.5' 10'
a)
1
ao
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I +
1
r- -I-
CON ESTOGA WAY
(SEE SHEET 5) N
SEWER LATERAL "B"
12
W
W
M
`0
340
335
,
1 "=50'H
�j 75 100
1 "=5'V I ■ ■ ■ 1��011111
0 5' 7.5' 10'
DESPERADO ROAD
(SEE SHEET 7)
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or Ir i� I
Ir
LoM II r(
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Ir I
II 6' it
I� E0.2 II
I
330
INV=323.77(PLUG)
PIPE, S=0.0025 INV=327.17(
INV=327.07(
325
SEWER LATERAL "C"
o3
RIM =339.
RI=335.51
j
i
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INV=327.3 1
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=326.61�8"��%l
TER HRANC
=323.518 &E )
g" SEWER
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no00
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W
M
`0
340
335
,
1 "=50'H
�j 75 100
1 "=5'V I ■ ■ ■ 1��011111
0 5' 7.5' 10'
DESPERADO ROAD
(SEE SHEET 7)
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LoM II r(
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Ir I
II 6' it
I� E0.2 II
I
330
INV=323.77(PLUG)
PIPE, S=0.0025 INV=327.17(
INV=327.07(
325
SEWER LATERAL "C"
o3
I.�
,
1"=50 H ■ ■ ■ ■ ■5� 7� 0
1 "=5'V ■
5' 7.5' 10'
RAWHIDE ROAD
(SEE SHEET 8)
335
330
325
INV=321.2:
PLUG)
).0025 320
8" SE
SEWER LATERAL "D"
RIM =339.
4
1
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i
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INV=327.3 1
J
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b
UP
fr
I.�
,
1"=50 H ■ ■ ■ ■ ■5� 7� 0
1 "=5'V ■
5' 7.5' 10'
RAWHIDE ROAD
(SEE SHEET 8)
335
330
325
INV=321.2:
PLUG)
).0025 320
8" SE
SEWER LATERAL "D"
11
12
1"=50'H0 50' 75' 100'
1 "=5'V
0 5' 7.5' 10'
RIM=337.19
"B"
1
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i
MCALLIS H
ROAD
� Y
N
fr
TER HRANC
(PLUG)
_
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V=329.58(8" 1
INV
LACE 73 LF
F 8" P.V.C., l
INV
EWER PIPE, S
0.0026
ER PIPE, S=().0025
WN
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SEWER PLANS
'
N�
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11
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1 "=5'V
0 5' 7.5' 10'
321.03(8") W)
320.45(15' (N&S)
335
330
INV=329.34
325
320
SEWER LATERAL "E"
RIM=338.3
"B"
1
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i
7
MCALLIS H
ROAD
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N
fr
TER HRANC
IV=329.68(8"i
8")(PLUG)
Q}
V=329.58(8" 1
vV1YV/'11�,e'1sir%w&11r-�
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F 8" P.V.C., l
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LooT
NONO
M
I
r I
�
18' 18'
35'
30'
65'
R/W
321.03(8") W)
320.45(15' (N&S)
335
330
INV=329.34
325
320
SEWER LATERAL "E"
13
14
S�
DR -35
T
o
Stantec Consulting Inc.
2590 Venture Oaks Way
Sacramento, CA 95833-3288
rm _ Tel. 916.569.2500
Fax. 916.921.9274
www.stantec.com
Sta�
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.
I
Construction Notes
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
Revision
BY Appd. Date
' ~•" File Name:
777—
Dwn• Chkd• Dsgn. Date v
.l
o 10 ESS/p�� l=
8
S .; CD
Exp.3-31-06 N
OF CKO
RIM=338.3
"B"
1
i
7
"D11 AND "Ell
fr
Client/Project�AIMA
IV=329.68(8"i
8")(PLUG)
I
V=329.58(8" 1
vV1YV/'11�,e'1sir%w&11r-�
LACE 73 LF
F 8" P.V.C., l
EWER PIPE, S
0.0026
w
wads='
SEWER PLANS
^rz
LL
W
UJ
Q
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MCALLISTER RANCH
E
. a"
`yy y4
MAJOR ROADS — PHASE,
-00
=
==
I
Kenn County, Califomia
�m
W
co
h F=
Title
LooT
NONO
I
13
14
S�
DR -35
T
o
Stantec Consulting Inc.
2590 Venture Oaks Way
Sacramento, CA 95833-3288
rm _ Tel. 916.569.2500
Fax. 916.921.9274
www.stantec.com
Sta�
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.
I
Construction Notes
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
Revision
BY Appd. Date
' ~•" File Name:
777—
Dwn• Chkd• Dsgn. Date v
.l
o 10 ESS/p�� l=
8
S .; CD
Exp.3-31-06 N
OF CKO
s "
SEWER LATERAL "All
"B"
3
+:..11C111
"D11 AND "Ell
fr
Client/Project�AIMA
Q
vV1YV/'11�,e'1sir%w&11r-�
3
_
wads='
SEWER PLANS
Q
Y
MCALLISTER RANCH
E
. a"
`yy y4
MAJOR ROADS — PHASE,
1.3
=
aj
Kenn County, Califomia
a
h F=
Title
i
s "
SEWER LATERAL "All
"B"
3
+:..11C111
"D11 AND "Ell
1844 00800
Drawing No.
C-107
Scale I
AS SHOWN
>
Sheet Revision a
� I
00
9 Of 9
0