HomeMy WebLinkAbout1.2-5900_1.1REVISIONGENERAL NOTES:
SEWER CONSTRUCTION PLANS FOR
1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDIN CODE, LATEST EDITION
AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE PART HEREOF. McA IS FR RANCH TRA C T 5900L L L:
2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL
BE IN ACCORDANCE
WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTME
T OF TRANSPORTATION
STANDARD SPECIFICATIONS, LATEST EDITION. ALL REFERENCES TO SECTION 90
OF THE CALTRANS
STANDARD SPECIFICATIONS SHALL REFER TO THE CALTRANS STANDARD SPECIFICATIONS
DATED JULY 1992.
THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART 0
THESE PLANS AND THE
CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE.
SEWER
3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF
CONSTRUCTION.
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIE
D FOR ANY WORK TO BE
PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SI.CURED
BY A SUBDIVISION
AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FORTE
WORK PERFORMED
" WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE
PROVIDED PRIOR TO
- ISSUANCE OF A PERMIT.
PLAN, OFFSITE -SEWER MAIN STA. 10+00 TO STA. 19+05.41
4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREETRIGHT-OF-WAY,
THE
CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48
HOURS NOTICE.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND M
SUREMENTS AT THE
BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN
DIMENSIONS ON THESE
DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. STANTEC C014SULTING
INC. MUST BE
NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOW
BY' THESE DRAWINGS.
6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLA
ACCORDING TO AVAILABLE
RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR
MISSIONS. THE
- CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEP
OF ALL UTILITIES PRIOR
TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600)
SHALL BE
' CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR
EXCAVATION.
v 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR
UNDERCUT BY
- CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONT
ACTOR'S EXPENSE, AS
DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY.
8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT,
IT IS THE
RESPONSIBILITY OF THE OWNER OR GRADING CONTRACTOR TO NOTIFY THE ENGINEER
IMMEDIATELY PRIOR
- TO ANY FURTHER WORK.
FRAMES & COVER FOR MANHOLES & CLEANOUTS
9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT
AND SUPERVISION
NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT.
10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY
OF THE REQUIREMENTS OF
THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND
REPLACED BY THE
CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED
FOR SUCH
CORRECTION.
HOUSE CONNECTION WITH VCP SADDLE
11. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE.
ALL RESTAKING OR
^ REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
INDUSTRIAL SAND TRAP
12. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS,
DRAWINGS OR OTHER
DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, T1
E CLIENT, 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 RE
PONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCL
JDING SAFETY OF ALL
PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOU
LY AND NOT BE LIMITED
_ TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, It
DEMNIFY 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 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 DRAWINGS,
HE SHALL SUBMIT A
WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR
TO 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 BE
APPROVED IN WRITING BY
- STANTEC CONSULTING INC.
16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS T
AT ARE PART OF THIS
PROJECT.
COB SEWER SPECIFICATIONS:
1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY
F BAKERSFIELD SUBDIVISION
DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER.
2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE B
RAND NAME OF THE
MANUFACTURER, AND STRENGTH OR CLASS OF PIPE.
_ - 3. PVC PIPE INSTALLATION:
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMEN73
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.
B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEM13LY
OF JOINTS SHALL BE IN ACCORDANCE
WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC
IPE CONNECTS TO VCP, USE COUPLINGS
APPROVED BY THE CITY OF BAKERSFIELD.
- C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN A
CORDANCE WITH ASTM D 2321. ONLY
CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SU
TABLE.
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 ALSO
BE PLACED ON SEWER
- LATERALS EXTENDING FROM SEWER MAIN TO RIGHT-OF-WAY LINE.
5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY
LINE, UNLESS OTHERWISE
NOTED ON PLANS.
6. WYE -FITTINGS SHALL BE INJECTION MOLDED IN-LINE AND SHALL BE USED
FOR ALL LATERAL
- CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM
OF 45' ABOVE THE
- HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WY
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 0
BAKERSFIELD DRAWINGS
- SW -4 AND SW -5 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDAR
SPECIFICATIONS OF THE
STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION.
9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY CF
BAKERSFIELD STANDARD
DRAWINGS SW -6.
= 10. SYSTEM TESTING:
4 INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER
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 R
QUIRED FOR TEST AND
Y INSPECTION.
D
5
7
:R RANCH
BOUNDARY
8
KERN COUNTY,
DRIVE
4 35
34 33
36
QQQ
Q
38
CA3
37
GP
01
01
39
2
42
1
41
MAJOR ROADS
PHASE 1.1
SHEET NO.
2.
3.
4.
5.
6.
7.
8.
9.
PHASE 1,. 1
CALIFORNIA
SHEETINDEX
DESCRIPTION
TITLE SHEET
THE FOLLOWING
CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL
SEWER
LAYOUT
4,226
L.F.
SEWER
PLAN, PENSINGER ROAD
STA. 101+96.44
TO STA. 114+00
SEWER
PLAN, PENSINGER ROAD
STA. 114+00 TO
STA. 127+00
SEWER
PLAN, PENSINGER ROAD
STA. 127+00 TO
STA. 139+00
SEWER
PLAN, ERICKSON DRIVE STA. 10+00 TO STA.
17+64.98
SEWER
PLAN, OFFSITE -SEWER MAIN STA. 10+00 TO STA. 19+05.41
SEWER
LATERAL / STETSON WAY,
SEWER LATERAL
"A" AND SEWER LATERAL "B"
SEWER
LATERAL "C" AND SEWER
LATERAL "D"
®
McALLIS MR
BAKERSFIELQ CALIFORNIA
Wesco
KERN RIVER STA 7E
RECREATION AREA
TULE ELK (�
RESERVE v
TATE PARK
VICINITY MAP
NOT TO SCALE
EX/STING SOUTHERN PACIFIC RAILROAD
9
12 13 5
10 14 19 21 0 $ Voa
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RR;
TER RANCH TRACT o
31 I£
I �' - ROAD OWNER /SUBDIVIDER
1 SU 1.5 C ' r'� ---, _ e
` 45 , °�°� °�°�
PEN LOT20 `- K^� ` SUNCAL COMPANIES
f 51 s2a•t� 2-00-0` _ 1700 K STREET
30 `� ,'" i . ! 50 W ti j SUITE 120
t. =� _. t, " air D ti� tia BAKERSFIELD, CA 93301
torzr vs (661) 322-7363
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24
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;i 's ENGINEER
°1 °titi 1�° I
W STANTEC CONSULTING, INC.
01 29 � 28 _ = " = 1 = _ _ _�� " _ �I` Z Q 2590 VENTURE OAKS WAY
v� ?; = -- ,may O �r�ti SACRAMENTO, CA 95833
- R f W 53 o `� �"� �� �` 1'� � ( ) 569-2500
�jj t �° 916
PLAN VIEW & KEY MAP NOTE: FOR DESIGN OF EXTENDED FACILITIES TO THE POINT OF CONNECTION
AT THE CITY TRUNK SEWER, SEE "SEWER CONSTRUCTION PLANS
FOMAIcNrLANE" SAN QRIudG
APAoENGINEERING. 1"=1000' RANCH ,c
COB SEWER SPECIFICATIONS (CON'T) CITY STANDARD PLATES: BENCHMARK USED:
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 WATERJE17ING 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.
1 •
THE FOLLOWING
CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL
TOP OF BRASS CAP IN CONCRETE MONUMENT AT INTERSECTION OF WHITE LANE
8" SEWER LINE
4,226
L.F.
AND VIA IGLESIA. ELEUATlON=359.27 (U.S.G.S. DATUM
132
BE CONSIDERED
A PART OF THESE PLANS.
529
L.F.
(CONTRACTOR TO OBTAIN LATEST EDITION THEREOF.)
345
L.F.
48" MANHOLE
17
BENCHMARK SET-
48" MH W/I.D.C.
1
EA.
TOP OF 2" IRON PIPE AT NORTHEAST CORNER OF SECTION 23, TOWNSHIP 30
4,500
CITY STD. No.
DESCRIPTION
SOUTH, RANGE 26 EAST, MOUNT DIABLO MERIDIAN.
ELEVATION=348.19 ( U. S. G. S. DATUM
®
SW -1
SEWER LATERAL MARKER
Drawing No. Sheet
❑
SW -2
TRENCH SECTION FOR CONCRETE ENCASED PIPE
ENGINEER'S STATEMENT
❑
SW -3
PAVEMENT PATCHES
l HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH
I
0,
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND
®
SW -4
MANHOLE, TYPE "A"
THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY
AGENCY OR OTHER REVIEW BOARD.
®
SW -5
FRAMES & COVER FOR MANHOLES & CLEANOUTS
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS
AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES,
❑
SW -6
6" CLEAN OUT
STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING
❑
SW -7
HOUSE CONNECTION WITH VCP SADDLE
CONSTRUCTION.
❑
SW -8
INDUSTRIAL SAND TRAP
�l•�� •V�
❑
SW
SAND TRAP
R. C. . No. 25993 EXP 5 13 /06 DATE
-10
❑
SW -11
HOUSE CONNECTION WITH CAST IRON SADDLE
CITY OF BAKERSFIELD
❑
SW -12
SEWER LIFT STATION VALVE BOX
RECOMMENDED FOR APPROVAL:
®
ST -22
TRENCH BACKFILL & COMPACTION
❑
ST -6
STANDARD PAVEMENT PATCHES
Z
AUL ROL PUBLIC WORKS DIRECTOR RCE 39880 DATE
MATERIALS LIST
DESCRIPTION
QUANTITY
UNITS
8" SEWER LINE
4,226
L.F.
12" SEWER LINE
132
L.F.
15" SEWER LINE
529
L.F.
18" SEWER LINE
345
L.F.
48" MANHOLE
17
EA.
48" MH W/I.D.C.
1
EA.
ACCESS ROAD
4,500
S.F.
K '
,4 07,_ 7-441 EL �/ef�s �7/2�cToe
KERN COUNTY
04E�)� 9&9RN T�tT rt cc c cruirn ni nnuir��r-o�n�t 4y rvinvrrvrvwi
DIRECTOR dF ENGINES ING AND SURVEY SERVICES DATE
Y
F _ Stantec Consulting Inc.
2590 Venture Oaks Way
>' Sacramento CA 95833-3288
Tel. 916.569.2500
y=..' Fax. 916.921.9274
www.stantec.com
Stantec
Copyright Reserved
M 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
- x
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
LEGEND
13- STORM DRAIN
-- CATCH BASIN
sx -- ---- DRAIN MANHOLE
WATER MAIN - SIZE AS NOTED
- -- --- GATE VALVE - SIZE AS NOTED
°` --- -} -j ------ TEE - SIZE AS NOTED
`':_ --- -- FIRE HYDRANT - SIZE AS NOTED
----- -� - BLOW -OFF ASSEMBLY
PROPOSED SEWER MAIN
PROPOSED SEWER FORCE MAIN
PROPOSED SEWER MANHOLE
r` s PROPOSED SEWER CLEANOUT
ABBREVIATIONS
`> 't AC ASPHALT CONCRETE
AB AGGREGATE BASE
BCR BEGIN CURB RETURN
BEG. BEGIN
s CB CATCH BASIN
C&G CURB AND GUTTER
- C/L CENTERLINE
CL CLASS
1 COB CITY OF BAKERSFIELD
" ECR END CURB RETURN
w, = EP EDGE OF PAVEMENT
s EXIST., EX. EXISTING
FG FINISH GRADE
y .i FL FLOWLI N E
GB GRADE BREAK
INV. INVERT ELEVATION
C.B.D.S. CITY OF BAKERSFIELD DEVELOPMENT STANDARDS
.'- LT LEFT
NG NATURAL GROUND
DS DISCHARGE STRUCTURE
P/L PROPERTY LINE
;< PI POINT OF INTERSECTION
PROP. PROPOSED
4 PVMT. PAVEMENT
>'- P.V.C. POLYVINYL CHLORIDE PIPE
. R.C.P. REINFORCED CONCRETE PIPE
RGJ RUBBER GASKETED JOINT
RT RIGHT
R/W RIGHT OF WAY
RIM RIM ELEVATION
STA. STATION
., T.I. TRAFFIC INDEX
TP TOP OF PAVEMENT
By Appd. Date
v
U
0
own. Chkd. Dsgn. Date ro
0
ClientlProject
yf �aGL7t 1� 'W�.1.t-l'�
SEWER PLANS
"�%` McALLISTER RANCH
F.N„
MAJOR ROADS - PHASE 1.1
Kern Countv. California
Ln
0
�A Z
Title
TITLE SHEET
Project No. Scale
1844 00800 AS SHOWN
Drawing No. Sheet
Revision
C-001 1 of 9
I
0,
�A Z
SK(i.
Stantec Consulting Inc.
2590 Venture Oaks Way
ENGINEERS NOTES:—
Sacramento, CA 95833 3288
Tel. 916.569.2500
Fax. 916.921.9274
1. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES wwwstantec.com
AS SHOWN ON THESE IMPROVEMENT PLANS WERE OBTAINED FROM SOURCES OF VARYING
RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL
REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND
ntK
UTILITIES. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL
KNOWN UNDERGROUND UTILITIES. HOWEVER, STANTEC CONSULTING INC. CAN ASSUME NO > Copyright Reserved
a
RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH <r> % The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
UNDERGROUND UTILITIES NOR FOR THE EXISTENCE OF OTHER BURIED OBJECTS OR :`" '
Stantec Consulting Inc. without delay.
UTILITIES WHICH MAY BE ENCOUNTERED WHICH ARE NOT SHOWN ON THESE PLANS. 0 200' s 300' 400' The Copyrights to all designs and drawings are the property of
1'=200' ■ ®■ ■ ■ Stantec Consulting Inc. Reproduction or use for any purpose other than
I ■ ■ ■7 i that authorized by Stantec Consulting Inc. is forbidden.
2. CONTRACTOR TO EXPOSE END OF EXIST. SEWER AND (OR) DRAIN LINE FOR SURVEYORS�r�
TO VERIFY LOCATION AND ELEVATION PRIOR TO PLACEMENT OF PIPE. ALL COSTS OF SUCH Construction Notes
EXCAVATION AND BACKFILL SHALL BE INCLUDED IN PRICE PAID FOR VARIOUS ITEMS OF
WORK.
F UT URI rr-
3. CONSTRUCTION CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED
���� r r CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME
"�°'SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.
rJ THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED
ti! TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO '<
' DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND
ALL LIABILITY, REAL, OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
t, O ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
DESIGN PROFESSIONAL.
EXISTING PG&E TOWER �
4. PRIOR TO ANY CORRECTIVE ACTION, BY THE CONTRACTOR, WHICH IS NECESSARY DUE TO
ALLEGED STAKING ERROR, THE CONTRACTOR SHALL NOTIFY STANTEC CONSULTING INC.
r r FOR RESTAKING AND VERIFICATION OF PREVIOUS STAKING. SHOULD ANY CORRECTIVE
R� WORK BE DONE PRIOR TO NOTIFICATION, OR IF THE ORIGINAL STAKING IS DONE BY�r�>
r r OTHERS, STANTEC CONSULTING INC. ASSUMES NO LIABILITIES FOR THE COSTS INCURRED rU 1 -r r
GOLF r J U R v r FOR THIS WORK. WHERE IT IS DETERMINED THAT ANY CORRECTIVE ACTION WILL REQUIRE J RE54
FINANCIAL PARTICIPATION BY STANTEC CONSULTING INC., THAT AMOUNT SHALL BE AGREED
TO BY STANTEC CONSULTING INC. IN WRITING PRIOR TO TAKING CORRECTIVE ACTION.
GOLF J J v r
I FAILURE TO OBTAIN WRITTEN ACCEPTANCE BY STANTEC CONSULTING INC. WILL NEGATE
ALL REQUIREMENTS OF OUR FINANCIAL 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
) F' L ACTIVITIES OCCURRING AFTER PLAN SIGNATURE. THESE ACTIVITIES INCLUDE CALCULATION, % If
r J J B D I V � S 1 J J�1 TPLAN HAN CHECKAND
DCONSULT NG NN DURING CONSTRUCTION. SHOULD PERSONS, OTHER
/ ( 4 r I r r INC., PERFORM THE CONSTRUCTION STAKING OPERATION,
J_
J r , J THEY SHALL INDEMNIFY STANTEC CONSULTING INC. FROM ANY DAMAGES RESULTING FROM
ff .e
FAILURE TO PERFORM THOSE TASKS OR ANY EXPENSE OR DAMAGE RESULTING FROM
OMISSION OR ERROR CONTAINED IN THE PLANS WHICH WOULD REASONABLY HAVE BEEN
IN / DISCOVERED AND CORRECTED BY STANTEC CONSULTING INC..
co
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DRIL LINISLAND,
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•' "' EXISTING PG&E TOWER � � � � ' \ _ __ �
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n %
� d - r t \ I �� r By Appd. Date
I . .. �- .. q \ i ,� Revision
rJr,
FUTURE
c1iii r I \/ J1?V.J rJrJ r r JJ1D J\ J_
_j
File Name.
m r
Dwn. Chkd. Dsgn. Date
-L r/)I
wR 1 9 OFESS/p
0
OFFSITE -SEWER LATERAL
EXISTING PG8cE I � J j
I TOWER J
--__-,
DRILLING ISLAND
l o. 25 93 'T'
Exp.3-31-06
f ? 3 aX
\ W J, CIV 1 �- . ' • ��
l L LIFT STATION i I s IA__.___ _..__�_ _ 9jE p pv\F���
-FT- F C
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PANAMA �>
CONSTRUCTION PLANS p SEWER PLANS
� FOR MCALLISTER RANCH PANAMA LANE L A N E ,
FOR LIFT STATION AND GRAVITY SEWER
DETAILS WITHIN PANAMA LANE. ^y MCALLISTER RANCH
4'r MAJOR ROADS - PHASE 1.1
{f
Kern County, Califomia
Title
SEWER LAYOUT SEWER LAYOUT
s�f
Project No. Scale
1844 00800 AS SHOWN
~t= Drawing No. Sheet Revision
Co
C-002 2 of 9 0
i
I
l o. 25 93 'T'
Exp.3-31-06
f ? 3 aX
\ W J, CIV 1 �- . ' • ��
l L LIFT STATION i I s IA__.___ _..__�_ _ 9jE p pv\F���
-FT- F C
-----------�-------------- ----------------_ - i ClientlPro'ect
_ -r--------
--------------------- —---------------------------_------------------------------- -_--=------------- ==------==--=---
-------------------------------------------------------------------------------------------------------------------------------------------------------------- — — — — — "t7C7TVCr�%�L'
pp
:;..: Vtt i� �%
-------------------------------------------
PANAMA �>
CONSTRUCTION PLANS p SEWER PLANS
� FOR MCALLISTER RANCH PANAMA LANE L A N E ,
FOR LIFT STATION AND GRAVITY SEWER
DETAILS WITHIN PANAMA LANE. ^y MCALLISTER RANCH
4'r MAJOR ROADS - PHASE 1.1
{f
Kern County, Califomia
Title
SEWER LAYOUT SEWER LAYOUT
s�f
Project No. Scale
1844 00800 AS SHOWN
~t= Drawing No. Sheet Revision
Co
C-002 2 of 9 0
PROP. GRADES
AT STREET C/L
345 r
340
335
330
325
320
C L TANGENT DATA
LINE
LENGTH
BEARING
L1
w�
N40'03'53"W
154.68
8°54'08"
I
i
V)
zz
oo
rn
U,
o
Z:
w
V)
0-
V)
M
M
d-
f
M
d-
M
n
1`10
LI
to
n
+00
0
M
N
N
i
--------
--/
Q
�
O
u7
W
)1 �
02
:D Z
LL
z
o
0
W
1
PROP. GRADES
AT STREET C/L
345 r
340
335
330
325
320
C L TANGENT DATA
LINE
LENGTH
BEARING
L1
1250.04
N40'03'53"W
FUTURE
STETSON WAY
(SEE SHEET 8)
C/L CURVE DATA
CURVE LENGTH I RADIUS
1
ITANGENTI
DELTA
C1 3141.591 2000.001
2000.00
90.00'00"
SEWER PIPE C/L CURVE DATA
CURVELENGTH
I RADIUS
ITANGENTI
DELTA
C2
1 308.731 1987.001
154.68
8°54'08"
0
0
EXISTING PG&E TOWER
LU
Nz
o UI
j
1"=50'H0 50' 75' 100'
%%%R m 11
1 "=5 V 0 5' 7.5' 10'
70' R/W 00 N �'/L —' a P/L — CO
35' 35' C" + + z a d04 N `o i
25' 25' 04 o o w 00 + + oo ± `r ' >
C_ Z o M 0) I C) _ + r- 0
CL
— w — -- -- -- — -- ---------------- ---- --- — — — — `Z
0
C2
2 i 1 U 1 C1 '
z 1 Q0
104 Q, 105 106 ; 8 S 113
+ +
C777- a
�o
{' o SEE WATER PLANS COm
r` o
-12 — - - -��- _ ----- —------------ / M
QR
i
Y.
a' L 1 + r7
,
r t / + °0
+
38' ' 50' o0 0 0 35' 35' '
O_
49' 61'
Q 70' R/W
11 ' R/W N V) TRADITION WAY
FUTURE
STETSON WAY
0 0
M M r�
� M M
RIM=334.79
INV=326.50(8"IN) j a
INV=X26.40(8"OUT)
101 102 103
(
�
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0
I
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Li
oo
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t
M
1
i
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M
f
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to
101 102 103
FL=348. 6(18"DRAIN)
104
� � CC14
to r�7 M M LID
M r7 to 1`0 r' )
o N N
110 LO LO
rnj M rM
— PROPOSED GRADE T C/L
I i Rly 335.49 I 1 IZIM=335.60
i i I i i
C.
i` i �
25% —0.25% i
i
1
"
_ IN =325.63(8) ! P iCE 307 LF 0 8" P.V.C., S R-35 i „ P14CE' 307 LF 0 8" P.V.C., S R-35
PLACE 06 LF OF 8 P.V.C., SDR 3p ; �1 � � INV -324.86(8)
SEWER }IPE, S=0.002 SEWER PIPE, S= .0025 — SEVER PIPE, S=0.0025
OR N I
i C6i
cfl LID Q CP 00 CD o u7 M CD
105 106 107 108 109 110 111 112
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
0) PROP. GRADES
n AT STREET C/L
_--t 345
340
RIM=334183
335
330
(18"DRAIN)
325
i
INV=323.57(8")
PLACE 309 JF OF 8" P.V. ., SDR -35
SEWER�1?1 = OQ ---�- � �—�---� 320
113
im
Stantec Consulting Inc.
2590 Venture Oaks Way
yn
Sacramento, CA 95833-3288
'~ Tel. 916.569.2500
Fax. 916.921.9274
r' www.stantec.com
s+
SlAntK
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 an purpose other than
�5 iN 9 P Y P P
w,> " s: that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
-t 1 CONSTRUCT STANDARD PRECAST MANHOLE TYPE A AND
COVER PER C.B.D.S. NOS. S-7 & S-8.
2 PLACE 90 LF OF 8" P.V.C., SDR -35 SEWER PIPE AND
=fix•Fa PLUG END, S=0.0026, INV. AT PLUG=326.73, INV. AT
MH=326.50.
o,
ReVISIOn ; By Appd. Date
a
File Name:
own. Chkd.Dsgn. Date a
N
'eOf Ess/op�
No. 259 3
Exp.3-31-06
OF CP\
Client/Project
UNri ��innr nr16AC]AAIICC`
a` SEWER PLANS E
a 4,.
MCALLISTER RANCH
a
MAJOR ROADS - PHASE 1.1 N
Kern County, California
Title 3
SEWER PLAN
PENSINGER ROAD o
VSTA. 101 +96.44 TO STA. 114+00 co
0
co
Project No. Scale
1844 00800 AS SHOWN '
U
R Drawing NoSheet Revision
_Y` o . Co
ra �
-= C-101 3 of 9 0
�
N
o
o
o
r�
Li
oo
rn
M
tLO
M
M
M
M
M
M
M
n
1`10
to
n
to
FL=348. 6(18"DRAIN)
104
� � CC14
to r�7 M M LID
M r7 to 1`0 r' )
o N N
110 LO LO
rnj M rM
— PROPOSED GRADE T C/L
I i Rly 335.49 I 1 IZIM=335.60
i i I i i
C.
i` i �
25% —0.25% i
i
1
"
_ IN =325.63(8) ! P iCE 307 LF 0 8" P.V.C., S R-35 i „ P14CE' 307 LF 0 8" P.V.C., S R-35
PLACE 06 LF OF 8 P.V.C., SDR 3p ; �1 � � INV -324.86(8)
SEWER }IPE, S=0.002 SEWER PIPE, S= .0025 — SEVER PIPE, S=0.0025
OR N I
i C6i
cfl LID Q CP 00 CD o u7 M CD
105 106 107 108 109 110 111 112
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
0) PROP. GRADES
n AT STREET C/L
_--t 345
340
RIM=334183
335
330
(18"DRAIN)
325
i
INV=323.57(8")
PLACE 309 JF OF 8" P.V. ., SDR -35
SEWER�1?1 = OQ ---�- � �—�---� 320
113
im
Stantec Consulting Inc.
2590 Venture Oaks Way
yn
Sacramento, CA 95833-3288
'~ Tel. 916.569.2500
Fax. 916.921.9274
r' www.stantec.com
s+
SlAntK
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 an purpose other than
�5 iN 9 P Y P P
w,> " s: that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
-t 1 CONSTRUCT STANDARD PRECAST MANHOLE TYPE A AND
COVER PER C.B.D.S. NOS. S-7 & S-8.
2 PLACE 90 LF OF 8" P.V.C., SDR -35 SEWER PIPE AND
=fix•Fa PLUG END, S=0.0026, INV. AT PLUG=326.73, INV. AT
MH=326.50.
o,
ReVISIOn ; By Appd. Date
a
File Name:
own. Chkd.Dsgn. Date a
N
'eOf Ess/op�
No. 259 3
Exp.3-31-06
OF CP\
Client/Project
UNri ��innr nr16AC]AAIICC`
a` SEWER PLANS E
a 4,.
MCALLISTER RANCH
a
MAJOR ROADS - PHASE 1.1 N
Kern County, California
Title 3
SEWER PLAN
PENSINGER ROAD o
VSTA. 101 +96.44 TO STA. 114+00 co
0
co
Project No. Scale
1844 00800 AS SHOWN '
U
R Drawing NoSheet Revision
_Y` o . Co
ra �
-= C-101 3 of 9 0
EXISTING PG&E TOWER
CA CURVE DATA
SEWER PIPE C/L CURVE DATA
ITANGENT
CURVE
LENGTH
RADIUS
TANGENT
DELTA
C2
308.73
1987.00
154.68
8*54'08"
C3
308.73
1987.00
154.68
8*54'08"
C4
312.72
1987.00
157.19
9*02'47"
C5
57.74
1987.00
28.87
1*39'54"
C6
294.86
1987.00
147.70
8*30'09"
C7
307.11,
1987.00,
153.86,
8*
CA CURVE DATA
CURVE LLENGTH I RADIUS
ITANGENT
1 DELTA
C1 1 3141.591 2000.001
2000.001
90-00'00"
1"=50'H0 50' 75' 100'
1"==5'V
0 51 7.5' 10,
+C)
C2 U-) HERITAGE WAY
EET 8)
(SEE SH
Z
r "j-
M2 Q0 +
35 35
+
Un co
00
Q)
C3 Q: +
0 - 25 25 C6
4 CA
C4
- - - - - - - - - - - - - - - --
CIO -"j
412 C5
123
3
to
"W
0)
+
OFFSITE -SEWER MAIN
0)
Lr)
� 06 5 (SEE SHEET 7)
\ 7
�
C7
to
t Stantec Consulting Inc. 2590 Venture Oaks Way
Sacramento, CA 95833-3288
Tel. 916.569.2500
Fax. 916.921.9274
www.stantec.com
1,
Stant
;Q111
.,--jo-,7 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
^4s Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A"
AND COVER PER C.B.D.S. NO. S-7 & S-8.
. ....
(2) PLACE 82 LF OF 12" P.V.C., SDR -35 SEWER PIPE
cP AND PLUG END, S=0.0015, INV AT PLUG=321.48,
INV AT MH=321.36.
PLACE 108 LF OF 8" P.V.C., SDR -35 SEWER PIPE
AND PLUG END, S=0.0025, INV AT PLUG=321.90,
INV AT MH=321.63.
LOwHEKI
-
00
- C'4
SEE WATER PLANS +
+
< 00
<
0
\ �� \\ �� ..�
<
Cn
5t 25
......... ....
PROP. GRADES
nt:Q.
3.59 35
Ld
><
70 RIW
V)
w7'0 PL
345
1<
PROP. GRADES
AT STREET C/L
C14
NO
2 345 t---
340 340
335
330
325
INV=323.57(8") -
320
114
0.2
0
Cq
LO LO
ON
00
im
RIM=35.61
INV�323.31 (8")
116
C1 r-
7 �
r.0 c0 (0 (0 n
RIM=335.76
HERITAGE v"v- -, M -r
(SEE SHEET 8)'--'�4- c:)
+
N C)
PENSINGER ROAD
'q- -r- -t - LO 00 0 n LO 00
o? r-: Iq n n Lq 11� r*� oq
LO LO LO U-) LO LO UO Ln LO LO n
ro
Pr) n to ff) n n ff) n n n K) n PO
PROPOSE -D GRADE AT /L
I RIM=335.04
FL=328.28(1 8"DRAIN)
IM=335.11
PLACE 59 L� OF 15" PVC; SDR -35
SEWER PIPE,!, S=0.0011
EXISTING PG&E TOWER
M=335.87
NOTE:
'AILSTATIONING IS ALONG
STREET- ,QENTERLINE EXCEPT
WHERE NOTED.- AS FLOWLINE
STATIONING.
C) 00 U-)
q OR
(.0 LO L0
-0.25
OF 8" P.V.C.A INV=322.97(8 Kern County, California
- PLACE 309 LF 04 8- P.V.C., SDR -35
E
INV = 322.52(8")\� PLACE 312 I -It � SDR -35 VINV=3 2.43K;\ -PLACE 284
e'r-11br-n nin- IkIl/ 4�4 P� 2 LF OF 8- P.�.C., SDR -3
----S-EWER--PfP E-,- Tit e
SE. VYLFA F FL. INV=3,2 36 1 t 15::1 N) --- Z*� I
11-qv�q/- PLAC-E-2- 95 -L -F -OF -81- D -.V -C -7, -SDR -S, i -
PIPE, P�0-.00-29-- Z*= >- 2 SEWER PIPE, S=0.003� H-)�l 320
I:V:=, 21:1�
INV=121.16 15"OUT1 INV=321.Op 15 OUT)
00 U-Ixno SEWER PLAN,
ro I C4
CD
t 00
C) C) I,- C) 00-tE C) C) PENSINGER ROAD 0
LM C) C) C"V)L.LJ 00 CP C) L0
00 U)
Co
STA. 114+00 TO STA. 127+00
0
117 118 119 120 121 122 123 124 125 126 127 Project No. Scale
1844 00800 AS SHOWN
6, Drawing No. Sheet Revision
Co
C-1 02 4 of 9 0
"Y
......... ....
PROP. GRADES
nt:Q.
---
AT STREET C/L
LO
345
BY
Revision Appd. Date
File Nome:
Dwn. Chkd. Dsgn. Date
340
<<1
0
0
6. 25993
Exp .3-31-06
335
C/vl
C14
0
OF
T
CKO"
330
ClientlProject
GUNGAL 189MRANIES
5CUT44C-W VAUZ-( LAOD, U4,
SEWER PLANS
E
325
McALLISTER RANCH 1,
MAJOR ROADS - PHASE 1.1
iI
OF 8" P.V.C.A INV=322.97(8 Kern County, California
- PLACE 309 LF 04 8- P.V.C., SDR -35
E
INV = 322.52(8")\� PLACE 312 I -It � SDR -35 VINV=3 2.43K;\ -PLACE 284
e'r-11br-n nin- IkIl/ 4�4 P� 2 LF OF 8- P.�.C., SDR -3
----S-EWER--PfP E-,- Tit e
SE. VYLFA F FL. INV=3,2 36 1 t 15::1 N) --- Z*� I
11-qv�q/- PLAC-E-2- 95 -L -F -OF -81- D -.V -C -7, -SDR -S, i -
PIPE, P�0-.00-29-- Z*= >- 2 SEWER PIPE, S=0.003� H-)�l 320
I:V:=, 21:1�
INV=121.16 15"OUT1 INV=321.Op 15 OUT)
00 U-Ixno SEWER PLAN,
ro I C4
CD
t 00
C) C) I,- C) 00-tE C) C) PENSINGER ROAD 0
LM C) C) C"V)L.LJ 00 CP C) L0
00 U)
Co
STA. 114+00 TO STA. 127+00
0
117 118 119 120 121 122 123 124 125 126 127 Project No. Scale
1844 00800 AS SHOWN
6, Drawing No. Sheet Revision
Co
C-1 02 4 of 9 0
C")
PROP. GRADES
AT STREET C/L
M
u7
r7
r�
345
340
335
0
coJ rn
�
ro�
N o
i
AT S- 0.0025 E
c^ n
J
I
3254+---
i
INV=322.97(8")
N
PROP G RAD E S
C")
PROP. GRADES
AT STREET C/L
M
u7
r7
r�
345
340
335
0
�
T
N
i
AT S- 0.0025 E
J
I
r�
13, 1
34' ,
1 45 5 + �
90' RAW 1
ERICKSO
(SEE SHEET RIVE
o 00 0
NMj r�j M
RIM=335.24
330
`34 -
� I
8" SER PIPE
i
AT S- 0.0025 E
I
3254+---
i
INV=322.97(8")
N
PROP G RAD E S
INV=3?3.14(8")(W&E�
INV=323.24 8"IN)(S)
z�
oLJ�
aPPd.
Date
320
.
AT STREET C/L
I
W
!
3L� cj
.Y
File Name:
127
Dwn. Chkd.
128
Date o
FL=326.5218"DRAIN)
Stantec Consulting Inc.
2590 Venture Oaks Way
Sacramento, CA 95833-3288
CURVE DATA Tel. 916.569.2500
C
SEWER PIPE C/L CURVE DATA L
CURVE LENGTH I RADIUS ITANGENTI DELTA
Fax. 916.921.9274
CURVE LENGTH RADIUS TANGENT DELTA C1 3141.591 2000.001 2000.00 p"
90'00 0 www.stantec.com
C2 299.86 1987.00 150.21 8°38 47
C3 300.04 1987.00 150.30 8'39'06"
C4 1 283.15 1987.00 141.81 8°09'53" Stant
C5 308.31 1987.001.154.97 8'55'09" 1"=5o'HO 50' 75' 100' =;
Copyright Reserved
1"=5'V
0 5' 7.5' 10' 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
GP stiE� a�=E
SSE -7O, RAW / fi
25
CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A"
AND COVER PER C.B.D.S. NOS. S-7 & S-8.
PLACE 82 LF OF 8" P.V.C., SDR -35 SEWER
N PIPE AND PLUG END, S=0.0025, INV AT
o w C : C5 -� oma' ` ' PLUG=325.69, INV AT MH=325.48.
Z_ 2 iX
_I t j �
-i- N
- �,. ► -
F - Q / S l
v! P 0
129
130
— l Q
U O n}5
Y
LIJ
--- _---_--__ —�---=
Z
v~i:2
Z w
�- m
SEE WATER PLANS C: <
o r` ca
ck� �?
(0 o
.? .
U) v~i
n u7 00 o r7 u7 co o V)
r 00 0i r N r7 d- c0 r`
LO u; U -)co
to M to t� rM7 n
PROPOSED! GRADE AT C
=335.93
U-) 00 0 n LO
00 N rr)
I� M r7 IM rKj
A
00
t
r7
r7
PLACE 308, LF OF 8" P.V.C., SDR -35
i INV=23.89 PIS ACE 283 LF PF 8" P.V.C., SDR -35 INV=32460 SEWER PIPS AT S=0.002
PLAC 300 LF OF P.V.C., SD —35 I SEWER PIPE AT iS=0.0025
z
0 fl0 --_ __ _ _ _ ___._.__ __ ___ _ _ _ I I -}-
! N '
,f
� i #- I D 6
C) O CD 6
r, upn
129 130 131 132 133 134 135 136
PO co 0) CD
tM I� M M
RIM=337.43
INV=3 5.48 8"IN)
INV=35.388"OUT)
137
138
`34 -
N
PROP G RAD E S
= _,::;.
Revision BY
aPPd.
Date
P0
PO
7
.
AT STREET C/L
0
,.x3
3L� cj
.Y
File Name:
Dwn. Chkd.
Dsgn.
Date o
=
Q�p -ESS/04,/4,
L
-
340
s
r^
w o. 25993
Exp.3-31-06
f
l
qT£ OF co
to
_
335
v
Client/Project
3
yGI
IAInAI _r�'111AnAAlICC� _
i
N
--
330
y `.
eGWrVVV14)/dAUrr-%( tAOO,1.7t.0 1
o
-'
SEWER PLANS
'
MCALLISTER RANCH
MAJOR ROADS - PHASE 1.1
Q
N
325
Kern County, Califomia
E
-3
.Title
I
i
SEWER PLAN,
-
320
PENSINGER ROAD
o
o
STA. 127+00 TO STA. 139+00
Co
r:r
C
cb
Project No. Scale
1844 00800 AS SHOWN
139
Drawing No. Sheet
Revision
CoN
C-1 03 S of 9
0
_
all,
I
335
330
325
320
[us
11
12
13
14
15
W1
17
1"=50'H0 50' 75' 100'
1 "=5'V I ■ ■ ■ ■ ■
0 5' 7.5' 10'
PROP. GRADES
AT STREET C/L
340
335
330
325
�E)
320
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
!R
Stantec Consulting Inc.
2590 Venture Oaks Way
Sacramento, CA 95833-3288
Tel. 916.569.2500
Fax. 916.921.9274
www.stantec.com
\'N#-1•lilt^'"
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
OCONSTRUCT STANDARD PRECAST MANHOLE TYPE "A"
AND COVER PER C.B.D.S. NOS. S-7 & S-8.
PLACE 70 LF OF 8" P.V.C., SDR -35 SEWER
PIPE AND PLUG END, S=0.0026, INV AT
PLUG=324.51, INV AT MH=324.33.
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PROP. GRADES
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340
335
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325
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320
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
!R
Stantec Consulting Inc.
2590 Venture Oaks Way
Sacramento, CA 95833-3288
Tel. 916.569.2500
Fax. 916.921.9274
www.stantec.com
\'N#-1•lilt^'"
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
OCONSTRUCT STANDARD PRECAST MANHOLE TYPE "A"
AND COVER PER C.B.D.S. NOS. S-7 & S-8.
PLACE 70 LF OF 8" P.V.C., SDR -35 SEWER
PIPE AND PLUG END, S=0.0026, INV AT
PLUG=324.51, INV AT MH=324.33.
yr Exp.3-31-06
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`SUN
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MCALLISTER RANCH
MAJOR ROADS - PHASE 1.1
Kern County, California
Title
SEWER PLAN,
ERICKSON DRIVE
r STA, 9+00 TO STA. 18+50
Project No. Scale
1844 00800 AS SHOWN
Drawing No. Sheet
C-104 6 of 9
Revision
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MAJOR ROADS - PHASE 1.1
Kern County, California
Title
SEWER PLAN,
ERICKSON DRIVE
r STA, 9+00 TO STA. 18+50
Project No. Scale
1844 00800 AS SHOWN
Drawing No. Sheet
C-104 6 of 9
Revision
00
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315
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"A" COVER PER C.B.D.S. NOS. S-7 & S-8.
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Stantec Consulting Inc.
2590 Venture Oaks Way
Sacramento, CA 95833-3288
Tel. 916.569.2500
Fox. 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. 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 Stantec; Consulting Inc. is forbidden.
Construction Notes
O CONSTRUCT STANDARD PRECAST MANHOLE TYPE
"A" COVER PER C.B.D.S. NOS. S-7 & S-8.
RIM ELEVATION SHALL BE ADJUSTED TO GRADE
WITH PARK CONSTRUCTION.
G) PLACE 50 LF OF 12" P.V.C. SDR -35 SEWER
PIPE AND PLUG END, S=0.0015, INV AT
PLUG=318.18, INV AT MH=318.10
3 PLACE 20 LF OF 18" P.V.C., SDR -35 SEWER
PIPE AND PLUG END, S=0.0010, INV AT
MH=317,17, INV AT PLUG=317.15
CONSTRUCT STANDARD INSIDE DROP MANHOLE
TYPE "A" AND COVER PER C.B.D.S. NOS. S-7
& S-8. MANHOLE SHALL HAVE A BOLTED
DOWN AND GASKETED COVER AND HAVE A
PROTECTIVE INTERIOR COATING.
O SEWER LIFT STATION AND GRAVITY MAINS IN
PANAMA LANE TO BE CONSTRUCTED PER
"MCALLISTER RANCH TRACT 5900 PANAMA
LANE" DATED 11-07-05 PREPARED BY SAN
JOAQUIN ENGINEERING.
O CONSTRUCT 0.20' A.C. OVER 0.40' CRUSHED A.B.
X 15' WIDE ACCESS ROAD ON A 90% COMPACTED
GROUND AS SHOWN. (CROSS—HATCHED AREA)
evisi By Appd. Dote
R ion
.2
File
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—Tw—n —Chkd. —7s—gn.
Date
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Exp.3-31 —06
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SEWER PLANS
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MCALLISTER RANCH
MAJOR ROADS - PHASE 1.1
Kern County, California
E
Title
OFFSITE -SEWER MAIN
CD
STA. 10+00 TO STA. 19+05.41
co
CD
Project No. Scale
1844 00800 AS SHOWN
Drawing No. Sheet Revision
co
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C-105
7 of 9 0
1'5 0..6
IN A
1
SEWER
FUTURE
PENSINGER ROAD
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PROP. GRADES � 0) r- N o N X 0) 00 PROP. GRADES
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The Contractor shall verify and be responsible for all dimensions. DO
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Tel. 916.569.2500
Fax. 916.921.9274
www.stantec.com
u.
Stantec
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
to
NOT scale the drawing — any errors or omissions shall be reported
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
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SEWER PLANS
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MAJOR ROADS - PHASE 1.1
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Drawing No. Sheet Revision
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PROP. GRADES
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340
335
330
325
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PLACE 100 LF OF 8" P.V.Ci., SDR ,35
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MAJOR ROADS - PHASE 1.1
"'
+�__..______.._-__
L
320
Kern County, California
10
11
12
a
340'
File Name:
Dwn. Chkd.
Dsgn.
Date a
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SEWER PLANS
MCALLISTER RANCH
MAJOR ROADS - PHASE 1.1
a
N
L
320
Kern County, California
Title
to
0
SEWER LATERAL "C"
315
AND
o
SEWER LATERAL "D"
o '
Project No. Scale
j
1844 00800 AS SHOWN
`
Drawing No. Sheet
Revisionca
i
t
C-107 9 of 9
0
>
a
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING
ODE, LATEST EDITION
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
WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT
OF TRANSPORTATION
STANDARD SPECIFICATIONS, LATEST EDITION. ALL REFERENCES TO SECTION 90
OF THE CALTRANS
STANDARD SPECIFICATIONS SHALL REFER TO THE CALTRANS STANDARD SPECIFICATIONS
DATED JULY 1992.
THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF
THESE PLANS AND THE
CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE.
SHALL BE
3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF C
NSTRUCTION.
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD
FOR ANY WORK TO BE
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
WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE
IROVIDED PRIOR TO
ISSUANCE OF A PERMIT.
SEWER
4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY,
THE
CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48
HOURS NOTICE.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEA UREMENTS AT THE
BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE
DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. STANTEC CONS LTING INC. MUST BE
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
kCCORDING TO AVAILABLE
RECORDS. THE ENGINEER IS NOT RESPONSIBLE
FOR POSSIBLE ERRORS
OR 0
ISSIONS. THE
CONTRACTOR IS RESPONSIBLE FOR VERIFICATION
OF THE LOCATION AND
DEPTH
OF ALL UTILITIES PRIOR
TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE
ALERT (U.S.A.: 1-800-227-2600)
IMMEDIATELY PRIOR
SHALL BE
CONTACTED AT LEAST TWO WORKING DAYS PRIOR
TO ANY CONSTRUCTION
OR E
CAVATION.
7.
ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT
BY
SHEET NO.
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S
EXPENSE, AS
❑
DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY.
AND NOT BE LIMITED
8.
IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PRO
ECT, IT IS THE
LAYOUT
RESPONSIBILITY OF THE OWNER OR GRADING CONTRACTOR TO NOTIFY THE ENG114EER
IMMEDIATELY PRIOR
SEWER
TO ANY FURTHER WORK.
ARISING FROM THE SOLE
9.
THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT
D SUPERVISION
14.
NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT.
RAWINGS AND
10.
ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF
THE REQUIREMENTS OF
SEWER
THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND
REPLACED BY THE
7.
CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED
FOR SUCH
15.
CORRECTION.
CHANGES TO OR
11.
NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONC
. ALL RESTAKING OR
7.
REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
ERTY LINE AND SHALL BE
12.
IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS
OR OTHER
8.
DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE
CLIENT, 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 RESP
NSIBILITY FOR JOB SITE
SHEET NO.
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUD
NG SAFETY OF ALL
❑
PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED
4.
TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY
AND HOLD THE
LAYOUT
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
LLEGED, IN CONNECTION
SEWER
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
ARISING FROM THE SOLE
5.
NEGLIGENCE OF THE OWNER OR THE ENGINEER.
NE, UNLESS OTHERWISE
14.
IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE I
RAWINGS AND
6.
SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWIN
S, HE SHALL SUBMIT A
SEWER
WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR
TO FILING HIS BID PRICE
7.
FOR THE PROJECT.
ONLY SHALL BE
15.
STANTEC CONSULTING INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANGES TO OR
"A" AND SEWER LATERAL "B"
USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BEA
PROVED IN WRITING BY
7.
STANTEC CONSULTING INC.
ERTY LINE AND SHALL BE
15.
SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT
ARE PART OF THIS
8.
PROJECT.
DRAWINGS
COB SEWER SPECIFICATIONS:
SEWER CONSTRUCT/OPV PLANS FOR
McA L L IS TER RA NCf i - TRACT �i900
MAJOR ROADS - .PHASE 7. 7
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 BRAND NAME OF THE
MANUFACTURER, AND STRENGTH OR CLASS OF PIPE.
3. PVC PIPE INSTALLATION:
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS ASTM SPECIFICATIONS D 3034 AND
SDR 35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHO T AND FREE FROM CRACKS, HOLES,
FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SH LL BE INJECTION MOLDED AND SHALL
BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE N T PERMITTED.
B. JGiNTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY1OF JOINTS SHALL BE IN ACCORDANCE
WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIP CONNECTS TO VCP, USE COUPLINGS
9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF 84KERSFIELD STANDARD
DRAWINGS SW -6.
10. SYSTEM TESTING:
INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTE 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.
APPROVED BY THE CITY OF BAKERSFIELD.
DESCRIPT ON
SHEET NO.
C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE
WITH ASTM D 2321. ONLY
❑
CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITA
LE.
4.
FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHA
BE PLACED ON TOP
LAYOUT
OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO
BE PLACED ON SEWER
SEWER
LATERALS EXTENDING FROM SEWER MAIN TO RIGHT-OF-WAY LINE.
TO STA. 114+00
5.
SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY L
NE, UNLESS OTHERWISE
STA. 127+00
NOTED ON PLANS.
SEWER
6.
WYE -FITTINGS SHALL BE INJECTION MOLDED IN-LINE AND SHALL BE USED FOR
ALL LATERAL
SEWER
CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF
45' ABOVE THE
7.
HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS
ONLY SHALL BE
8.
USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLA
TIC PLUG (SOLVENT
"A" AND SEWER LATERAL "B"
WELDED).
SEWER
7.
ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PRO
ERTY LINE AND SHALL BE
Revision By
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 SIFECIFICATIONS
OF THE
STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDIPON.
9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF 84KERSFIELD STANDARD
DRAWINGS SW -6.
10. SYSTEM TESTING:
INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTE 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.
EXISTING SOUTHERN PACIFIC RAILROAD
PLAIN VIEW t9 KEY M,4P
SCALE 1`=1000'
COB SEWER SPECIFICATIONS (CON -T) CITY STANDARD PLATES:
11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO 1. THE FOLLOWING CITY OF B4 ERSFIELD STANDARD DRAWINGS SHALL
EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THI: TELEVISION BE CONSIDERED A PART OF THESE PLANS.
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 CIT('S (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF.)
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 NST 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 PRO'/IDED 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.
n^n -rnr-L1n1 nLln n1n-rr-n
1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THI= CONTRACTOR
SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE.
2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED I\ND COMPACTED
PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22.
3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REF LACED 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 HND LOCATION OF
REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETEST NG 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.
Stantec ConsW ing Inc.
2590 Venture C oks Way
• Sacramento, CA 95833-3:?E38
Tel. 916.569.2: i00
Fax. 916.921.9:174
ss www.stantec.com
as Wesco AMA
4.
mantei,.
KERN RIVER STATE --
43 RECREAnON AREA Copyright Reserved .
78
The Contractor '0 all verify and be responsible for al di ensions. 1'10
<. NOT scale the drrwing -" any errors or omissions $lwll a eported to
MdirNd '' Stantec Consulting Inc. without delay.
TOLE ELK 5 The Copyrights to all designs and drawings are the ;rop rty of
RESERVE ' Stantec Consultinq Inc. Reproduction or use for any burp se other than
STATE PARK that authorized i i. Stantec Consulting Inc. is forbiddc n.
NLLIS MR58 Construction Notes
PtAk ICN - 23
LEGEND
BAKERSFIELQ CALIFORNIA 33---
SHEET INDEX
DESCRIPT ON
SHEET NO.
-
DESCRIPTION
❑
1.
TITLE SI- EET
❑
2.
SEWER
LAYOUT
-- - - - CATCH BASIN
3.
SEWER
FILAN, PENSINGER ROAD STA. 101+96.44
TO STA. 114+00
4.
SEWER
PLAN, PENSINGER ROAD STA. 114+00 TO
STA. 127+00
5•
SEWER
FLAN, PENSINGER ROAD STA. 127+00 TO
STA. 139+00
6.
SEWER
FLAN, ERICKSON DRIVE STA. 10+00 TO STA.
17+64.98
7.
SEWER
FLAN, OFFSITE -SEWER MAIN STA. 10+00 TO STA. 19+05.1.1
8.
SEWER
LATERAL / STETSON WAY, SEWER LATERAL
"A" AND SEWER LATERAL "B"
9.
SEWER
LATERAL "C" AND SEWER LATERAL "D"
ST -6
EXISTING SOUTHERN PACIFIC RAILROAD
PLAIN VIEW t9 KEY M,4P
SCALE 1`=1000'
COB SEWER SPECIFICATIONS (CON -T) CITY STANDARD PLATES:
11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO 1. THE FOLLOWING CITY OF B4 ERSFIELD STANDARD DRAWINGS SHALL
EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THI: TELEVISION BE CONSIDERED A PART OF THESE PLANS.
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 CIT('S (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF.)
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 NST 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 PRO'/IDED 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.
n^n -rnr-L1n1 nLln n1n-rr-n
1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THI= CONTRACTOR
SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE.
2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED I\ND COMPACTED
PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22.
3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REF LACED 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 HND LOCATION OF
REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETEST NG 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.
Stantec ConsW ing Inc.
2590 Venture C oks Way
• Sacramento, CA 95833-3:?E38
Tel. 916.569.2: i00
Fax. 916.921.9:174
ss www.stantec.com
as Wesco AMA
4.
mantei,.
KERN RIVER STATE --
43 RECREAnON AREA Copyright Reserved .
78
The Contractor '0 all verify and be responsible for al di ensions. 1'10
<. NOT scale the drrwing -" any errors or omissions $lwll a eported to
MdirNd '' Stantec Consulting Inc. without delay.
TOLE ELK 5 The Copyrights to all designs and drawings are the ;rop rty of
RESERVE ' Stantec Consultinq Inc. Reproduction or use for any burp se other than
STATE PARK that authorized i i. Stantec Consulting Inc. is forbiddc n.
NLLIS MR58 Construction Notes
PtAk ICN - 23
LEGEND
BAKERSFIELQ CALIFORNIA 33---
MATEF'IALS LIST
CITY STD. No.
DESCRIPT ON
®
-
--'ia -- STORM DRAIN
❑
SW -2
TRENCH `.;ECTION FOR CONCRETE ENCASED PIPE
❑
SW -3
PAVEMEN__ PATCHES
®
-- - - - CATCH BASIN
MANHOLE. TYPE "A"
®
SW -5
FRAMES ('c COVER FOR MANHOLES & CLEANOUTS
❑
SW -6
- --
- - --- DRAIN MANHOLE
SW -7
HOUSE C DNNECTION WITH VCP SADDLE
//
VIC�IVIT l 1I/A�
SW -8
INDUSTRII,L SAND TRAP
❑
SW -10
-- - X12" I --a WATER MAIN -SIZE 1;3
O1 -ED
SW -11
NOT TO SCALE
❑
SW -12
-
GATE VALVE - SIZE A;; NOTED
ST -22
TRENCH BACKFILL & COMPACTION
•
ST -6
STANDARE', PAVEMENT PATCHES
Revision By
__
AIppd. :ate
-----
# -_;r TEE - SIZE AS NOTED
H
ENGINEER'S STATEMEI'r'T
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH
File Name: "'
-
-�•-- - -•
•:ate
C'
CITY OF BAKERSFIELD ORDINAM,-ES, STANDARDS, AND DESIGN CRITERIA, AND
Dwn. Chkd.
DBgn.
-- -----�' FIRE HYDRANT - SIZE AS
NOTED
AGENCY OR OTHER REVIEW B0�1,?D.
I AM RESPONSIBLE FOR ALL CfILCULATIONS
ICE
BLOW -OFF ASSEMBLY
AND DRAWINGS ON THESE PLANS
AND ANY ERRORS, OMISSIONS, OR VIOLATIONS
y
OF THOSE ORDINANCES,
��
-- PROPOSED SEWER MAN
C
a
o
v' to,
Exp.3-31 -.06
_
F8"FM -- PROPOSED SEWER FORCE
MAIN
o
R.C. . No. 25993 EXP 3 31!96 DATE
l9T ' ��
F OF CP -,
`
.f
CITY OF BAKERSFIELD
=-
c,
Client/Project
#_... .
---�- PROPOSED SEWER MACHO
E
1
��
!
AUL ROJAS, PUBLIC WORKS 01RECTOR, RCE 39880 DATE
:
SEWER PLANS
RpgO°s60
MCALLISTE:R RANCH
STAVTA"'UN-A/ wo���soie�cToR vArMAJOR
--.--�
- .� PROPOSED SEWER CLIAN
UT
OVED BY.'
Kern County, C-1lifomia
M
KERN COUNTY
-
-
TAT
Title
i
3
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i�.�r
�I"W6V
TITLE SH E:ET
=
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DIRECTOR dF ENGINES LNG AVD SURVEY SERVICES DATE
-
No. Scale
�r
ABBREVIATIONS
`Project
J
�
1844 00800 AS SHOWN
Drawing No. Sheet
"
�r
o�
,y
0-0011 of 9
0
AC
,ASPHALT CONCRETE
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C oo t
I
AB
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``'
BCR
13EGIN CURB RETURN
BEG.
13EGIN
CB
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ROAD
OWNER/SUBDIVIDER
CBcG
',URB AND GUTTER
C/L
CENTERLINE
corms
SUNCAL COMPANIES
CL
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zi
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°
1;
1700 K STREET
COB
: CITY OF BAKERSFIELD
SUITE 120
BAKERSFIELD, CA 93301
ECR
1=ND CURB RETURN
eor2r
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v�
(661) 322-7363
s,
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C
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21
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EX. 1=XISTING
FG
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, s°
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ENGINEER
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STANTEC CONSULTING, INC.
INV.
INVERT ELEVATION
2590 VENTURE OAKS WAY
C.B.D.S.
CITY OF BAKERSFIELD DEVELUPM�NT
STI.NDAI-DS
1
ti
SACRAMENTO, CA 95833
LT
LEFT
41
�o�°��°
�`
Vo��
(916) 569-2500
NG
NATURAL GROUND
0
��
4
�M
DS
DISCHARGE STRUCTURE
P/L
PROPERTY LINE
PI
POINT OF INTERSECTION
•
PROP.
PROPOSED
NOTE:
FOR DESIGN OF EXTENDED FACILTIES
TO THE POINT OF CONNECTION
PVMT.
"PAVEMENT
AT THE CITY TRUNK SEWER, SEE "SEWER CONSTRUCTION PLANS
P.V.C.
POLYVINYL CHLORIDE PIPE,
#JMS LLISTER RANCH PNMAP
Ao
ENGINEERING.
R.C.P.
[REINFORCED CONCRETE PIPE
V�lOF-our-MAAPA -r op T"%-% •
RGJ
RUBBER GASKETED JOINT
RT
RIGHT.
BENCHMARK USED:
R/W
RIGHT; OF WAY
MATEF'IALS LIST
CITY STD. No.
DESCRIPT ON
®
SW -1
SEWER LATERAL MARKER
❑
SW -2
TRENCH `.;ECTION FOR CONCRETE ENCASED PIPE
❑
SW -3
PAVEMEN__ PATCHES
®
SW -4
MANHOLE. TYPE "A"
®
SW -5
FRAMES ('c COVER FOR MANHOLES & CLEANOUTS
❑
SW -6
6" CLEAN OUT
❑
SW -7
HOUSE C DNNECTION WITH VCP SADDLE
❑
SW -8
INDUSTRII,L SAND TRAP
❑
SW -10
SAND TR/,P
❑
SW -11
HOUSE CDNNECTION WITH CAST IRON SADDLE
❑
SW -12
SEWER LIT STATION VALVE BOX
X
ST -22
TRENCH BACKFILL & COMPACTION
❑
ST -6
STANDARE', PAVEMENT PATCHES
MATEF'IALS LIST
DESCRIPTION
QUANTITY
UNITS
8" SEWER LINE
4,226
L.F.
12" SEWER LINE
132
L.F.
15" SEWER LINE
529
L.F.
18" SEWER LINE
345
L.F.
48" MANHOLE
17
EA.
48" MH W/I.D.C.
1
EA.
ACCESS ROAD
4,500
S.F.
RIM RIM ELEVATION
TOP OF BRASS CAP IN CONCRETE MONUMENT AT INTERSECTION OF WHITE LANE
STA. !STATION .
AND VIA IGLESIA. ELE/ATlON=3,,i9.27 ( U.S G.S DATUM)
';
T.I. RAFFIC INDEX
TP OP OF PAVEMENT
BENCHMARKSET
-
- - --
TOP OF 2" IRON PIPE AT NORryEAST CORNER OF SECTION 23, TOWNSHIP 30
-
- ------
SOUTH, RANGE 26 EAST, MOUA ;r DIABLO MERIDIAN.
ELEVATION=348.19 ( U.S G.S. L),4TUM)
_
Revision By
__
AIppd. :ate
H
ENGINEER'S STATEMEI'r'T
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH
File Name: "'
-
-�•-- - -•
•:ate
C'
CITY OF BAKERSFIELD ORDINAM,-ES, STANDARDS, AND DESIGN CRITERIA, AND
Dwn. Chkd.
DBgn.
THAT THEY INCLUDE ALL IMPRCtIEMENT REQUIREMENTS OF THE ADVISORY
AGENCY OR OTHER REVIEW B0�1,?D.
I AM RESPONSIBLE FOR ALL CfILCULATIONS
�pFESS/t�,�
Q q�
c��c0. '' C• L Oti L.•. F
AND DRAWINGS ON THESE PLANS
AND ANY ERRORS, OMISSIONS, OR VIOLATIONS
y
OF THOSE ORDINANCES,
��
C
STANDARDS, AND DESIGN CRI TEWA SHALL BE CORRECTED DURING
� o. 255133 Z' �'
CONSTRUCTION.
Exp.3-31 -.06
_
R.C. . No. 25993 EXP 3 31!96 DATE
l9T ' ��
F OF CP -,
`
.f
CITY OF BAKERSFIELD
=-
RECOMMENDED FOR j1 PPROVAL:`.
Client/Project
-
1
iGU N G7°SL OMPANIES
!
AUL ROJAS, PUBLIC WORKS 01RECTOR, RCE 39880 DATE
:
SEWER PLANS
�0"PAi/Zz��
MCALLISTE:R RANCH
STAVTA"'UN-A/ wo���soie�cToR vArMAJOR
RCiADS -PHASE 1.1
OVED BY.'
Kern County, C-1lifomia
M
KERN COUNTY
-
-
TAT
Title
i
3
�vnr
i�.�r
�I"W6V
TITLE SH E:ET
=
DIRECTOR dF ENGINES LNG AVD SURVEY SERVICES DATE
-
No. Scale
�r
`Project
1844 00800 AS SHOWN
Drawing No. Sheet
Revision
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o�
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0-0011 of 9
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E> ISTING PG&E TOWER
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uOL r COUF� r
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ENGINEERS NOTES:
1. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES
AS SHOWN ON THESE IMPROVEMENT PLANS WERE OBTAINED FRODA SOURCES OF VARYING
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 AILD DELINEATE ALL
KNOWN UNDERGROUND UTILITIES. HOWEVER, STANTEC, CONSULTING INC. CAN ASSUME NO
RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH
UNDERGROUND UTILITIES NOR FOR THE EXISTENCE OF OTHER BL RIED OBJECTS OR
UTILITIES WHICH MAY BE ENCOUNTERED WHICH ARE NOT SHOWN ON THESE PLANS.
2. CONTRACTOR TO EXPOSE END OF EXIST. SEWER AND (OR) DRAIN LINE FOR SURVEYORS
TO VERIFY LOCATION AND ELEVATION PRIOR TO PLACEMENT OF PIPE. ALL COSTS OF SUCH
EXCAVATION AND BACKFILL SHALL BE INCLUDED IN PRICE PAID FOR VARIOUS ITEMS OF
WORK. '
3. CONSTRUCTION CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PEFSONS AND PROPERLY.
THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AI4D NOT BE LIMITED
TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TIJ
DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HAFMLESS FROM ANY AND
ALL LIABILITY, REAL, OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
DESIGN PROFESSIONAL.
I
4. PRIOR TO ANY CORRECTIVE ACTION, BY THE CONTRACTOR, WHICH IS NECESSARY DU. TO
ALLEGED STAKING ERROR, THE CONTRACTOR SHALL NOTIFY STAN FEC CONSULTING INC.
FOR RESTAKING AND VERIFICATION OF PREVIOUS STAKING, SHOULD ANY CORRECTIVE
WORK BE DONE PRIOR TO NOTIFICATION, OR IF THE ORIGINAL STAKING IS DONE BY
OTHERS, STANTEC CONSULTING INC. ,ASSUMES NO LIABILITIES FOZ THE COSTS INCUF'RED
FOR THIS WORK. WHERE IT IS DETE=RMINED THAT ANY CORRECTIVE ACTION WILL RE9UIRE
FINANCIAL PARTICIPATION BY STANTEq CONSULTING INC., THAT AIAOUNT SHALL BE AGREED
TO BY STANTEC CONSULTING INC. IN WRITING PRIOR TO TAKING CORRECTIVE ACTION,
FAILURE TO OBTAIN WRITTEN ACCEPTANCE BY STANTEC CONSULTING INC. WILL NEGA-"E
ALL REQUIREMENTS OF OUR FINANCI L ASSISTANCE.
5. STANTEC CONSULTING INC. HAS EXE CISED A REASONABLE AND ACCEPTABLE STANDARD OF
CARE IN THE PREPARATION OF THES PLANS. HOWEVER, THE DESIGN PROCESS INCLUDES
ACTIVITIES OCCURRING AFTER PLAN SIGNATURE. THESE ACTIVITIES INCLUDE CALCUL/,TION,
PLAN CHECK AND VERIFICATIONS DURING CONSTRUCTION. SHOL LD PERSONS, OTHER
THAN STANTEC CONSULTING INC., PERFORM THE CONSTRUCTION STAKING OPERATION,
THEY SHALL INDEMNIFY STANTEC CONSULTING INC. FROM ANY DAMAGES RESULTING FROM
FAILURE TO PERFORM THOSE TASKS OR ANY EXPENSE OR DAMAGE RESULTING FROM
OMISSION OR ERROR CONTAINED IN THE PLANS WHICH WOULD REASONABLY HAVE BEEN
DISCOVERED AND CORRECTED BY STANTEC CONSULTING INC..
1
'r!Jr lit SU6B
r I % .ate �
` IP HAS _. $ 1.
Stantec Consultim Inc.
2590 Venture Oaks Way
Sacramento,
CA 95:133-3288
- Tel. 916.569.2500
Fax. 916.921.9274
w www.stantec.com
Sftntec
f Copyright Reserved
The Contractor shall Verify and be responsible for all din ,snsions. DO
NOT scale the drawin<i — any errors or omissions shall ha reported t:
Stantec Consulting Irc. without delay.
0 200' s 300' 400' The Copyrights to all designs and drawings are the prop:-ty of
1 "=200' E � ® Stantec Consulting Inc. Reproduction or use for any purr ose other thl�
—I 1 that authorized by Stantec Consultina Inc. is forbidden.
k-./ -I ✓iJL.l1\V� _ ----
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�. -- •� _. _+.. _ ' I ! j .r — � �tr` Dwn. Chkd. Dsgn.- Data o
PARK I \ 'z oo N
PARK _._
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OFFSITE -SEWER LATERAL
EXISTING PGBcE a i tff r SU 0 ' oill
I TOWER
_� 0_1
r
DRILLING ISLAND
24519 �
I _— -- —--- Exp.3-31-06
cNi
LIFT STATION i W L _ -__ ._----.--- .-- '�rF OF CI+O`+
ClienUProject
- -----------------------------------------------------------
w
- ---------------------------------------------------------------------------- ----- ---- --- -------------------------------------------------------------- - ---- ---- ----+-------------------------------------------- ------------ — - - -- -- •- -- •-•. -• ---- a
REFER TO SEWER CONSTRUCTION PLANS � 'I ------------'----------------- °` � ` 50��W �AUJE`{ LAa1b 1.1.C1
FOR MCALLISTER RANCH PANAMA LANE
P A N A M ,�4 L A N E SEWER PLANS... � E
FOR LIFT STATION AND GRAVITY SEWERRANCH a
McALLISTEI�'
DETAILS WITHIN PANAMA LANE.
MAJOR ROADS - PHASE 1.1
SEWER LAYOUT
Kern County, California
�l
Title
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SEWER UkYOUT
o
00
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Project No. Scale
i
1844 00800 -' AS SHOWN
Drawing No. Sheet
Revision
C-002 2 of 9
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C L TANGENT DATA
O
BEARING"
L1 1250.04
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C L TANGENT DATA
LINE LENGTH
BEARING"
L1 1250.04
N40'03'53"W
FUTURE
STETSON WAY
(SEE SHEET 8)
C L CURVE DATA
CURVE I LENGTH RADIUS TANGENT1 DELTA
C1 1 3141.59 2000.001 2000.00 90.00'00"
SEWER PIPE C/L CURVE DATA
CURVE I L=NGTH I RADIUS
TANGENT DELTA
C2 308.73 1987.00
154.68 8.54'C 8"
70'RW 000 N PL- ,
> > I r` d W1 N N
35 35 + + U z d
U-) u7 + as �h
25' 25' o o N o o` w t+ +
tQ— f¢-= af M 1 OM 00 O
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— —
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38' ' 50' o o o
49' 61' / < ►-
v� Q
11 ' R/W
FUTURE
STETSON WAY
PROP. GRADES
AT STREET C/L '
345 --____ — — _._ ____ T'
i
� 4 i
340
I
RUI
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i i I
330
I 1
� f
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325
j INV=26.50 8"IN) a
INV=X26.40(8"OUT)
320
101
102
co
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RIM1=334.79
103
FL=328.26(18"DRAIN)
PENSINGER ROAD
N u7 r- O N LO r`
M rt LQ r` 00 0) O
to n
NMj tM t�j M M M M
PLACE A06 LF OF 8" IP.V.C., SDR -
SEWER 01PE, S=0.002`
104 105
RIM=335.49
=325.63(8")
00
O
106
O 1'-
N O
CD cfl
M M
GRADE AT C/L
E 307 LF 0( 8" P.V.C., SPR -35
'R PIPE, S=0.0025
N
a0
M
M
Ste ntec Consl j Iting I Inc.
25 0 Venture :>aks Way
Sacramento, C1, 958.33-3—ei88
Tel. 916.569..".500
FaxJ 916.921.5 274
ww stantec.com
zi!C "
0 50' 75' 100 Copyright Reserved -
1"=50'H `- `i` The Contractor shall verify and be re ponsible for sl dimension... DO
1 "=5'V ��� 1 —� NOT scale the crowing — any errors or omissions mall be repo -.(;d tc
0 5' 7.5' 10' Stantec Consultiiitf Inc.' without delay.
The Copyrights to all designs and drawings are the property of
r:t Stantec Consulting Inc. Reproduction r use for am purpo.e othor thar
that authorized 3y Stantec Consulting Inc. is forbids ,m.
Construction Notes
O rl- n, N
r.. Lq d N�
LO Ln
1
I }
I
IM=335.60
! -0.257. f r
f
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- INV=324.86(") SEWER POIPE,L S4.0025"
�0 00'25 .V.C., SR -35
f s }
I N
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4
t!{) 00 CD q t0
107 108 109 110 111
TRADITION WAY
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N
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NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
M M M
RIM=
FL=328.5(18"DRAIN)
325 �`�YLI.
MCALLISI'ER RANCH t
a
i MAJOR ROADS - PHASE 1.1 N
i INV=323.570") EI
i Kern County. California
-PLACE 309 F OF 8" '.V. ., SDR -35 E
_.SEWER p .S=_ZL ,1L_ -M) - 320 ---
i Title 3
0
SEWER FLAN,
PENSINCiER ROADGo
o
--- - - -- STA. 101 +96.44 TO %CiTA. 114 +00 _
_ o
113 114 Project No. -' -- --
Scale °°2
1844 00800 ASSHOWN
Drawing No. Sheet Revision
ao
• ;v
C-101 3 of 9 0
`2—S�lc�c� l • I
h .
EXISTING PG&E TOWER
Ch CURVE DATA
SEWER PIPE CA CURVE DATA
Stan
CURVE
LENGTH
RADIUS
TANGENT
DELTA
C2
308.73
1987.00
154.68
8*54'08"
C3
308,73
1987.00
154.68
8*54'08"
C4
312.72
1987.00
157.19
9-02'47-
05
57.74
1987.00
28.87
1'39'54"
C6
294.86
1987.00
147.70
8*30109"
C7
307.11
1987.00
153.86
8*51'
Ch CURVE DATA
CURVE_ LENGTH I RADIUS ITANGENT -T-DELTA
Stan
C 1 3141.591 2000.001 2000.001
90-00'00"
441
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2590
Venture O(I<s Way
HERITAGE -W-AY
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(SEE SHE ET 8)
O�
Tel.
C2
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916.921.92i4
to
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123
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Copyright Reserved
O
6. 259
E
for all dimensions.
-7
NOT scale the dro,ying - any errors or
C4
335
Stantec Consulting Inc. without delay.
- - - - - - - - - - - - - - - - - - -
- - - - - - - -
The Copyrights to all designs and drawings
are the p-.)perty of
C,
441
Z
- - I /
HERITAGE WA( '.P1 -- ? AND COVER PER C.B.D.S. NO. S-7 & S--8.
C7 0000
(SEE SHEET 8)
PLACE 82 l�F OF 12"' P.V.C., SDR -35 SEWER PIPE
70' RIW CA 00 Co AND PLUG END, S=0.0015, I\IV AT PLU(�=321.48,
➢+
' 25 +00 C6 AND PLUG f
CID cr INV AT MH:z321,36.
35' 35
CP oQP 0 PLACE 1,08 LIF OF 8" P.V.C., SDR -35 S:'WER PIPE
25 .
-ND, S=0.0025, I�V AT PLU(;=321.90,
A- INV AT MH -321.63.
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A," STREET C/L
Cq rl- 0) N
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K) n n to
345
340
335
330
325
INV=;323.57(8-) -
320
K
8" S
RIM=335.61
INV�323.31(8")
114 115 1 116
E 309 LF Oft 8" P.V.C., SOR-35
117 118
.76
PENSINGER ROAD
U-)
r7 r•7
0
Vji
61"- -
4 NI'll
2 �5) 'A
122
D; --L
Ar
C -n
3 --------- -3
+
OFFSITE -SEWER MAIN
(SEE- SHEET 7)
<
0
51 21
35' 35
70' R
V) Uj Z
Z
LLJ
Stan
tec Consuh ing Inc..
S FV
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2590
Venture O(I<s Way
HERITAGE -W-AY
C)
Sacrc
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(SEE SHE ET 8)
O�
Tel.
916.569.25:0
00
+
Fax.
916.921.92i4
to
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122
n
123
Copyright Reserved
6. 259
The Contractor sl- c 11 verify and be responsible
for all dimensions.
-7
NOT scale the dro,ying - any errors or
omissions shall be r(portec to
335
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings
are the p-.)perty of
C,
Stantec Consultinq Inc. Reproduction or
use for any pirpose other than
cr
330
that authorized 61 Stantec Consulting Inc.
is forbidder .
50' 75' 100'
1 "=50'H0
Construction Notes
1 "=5'V
0 5' 7.5' 10,
11
ER (IPE,
S=0.003,1
(L
-7
�
PLACE 28
M1 i,
--SEERI IFIL
LF 0` 8" P.k., SDR-35�l
L
- % n^^Ir ?k " I �- I
-t fvrrT IV MH) --Z
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V
CONSTRUCT STANDARD PRECAST
MANHOLE TYPE "A"
HERITAGE WA( '.P1 -- ? AND COVER PER C.B.D.S. NO. S-7 & S--8.
C7 0000
(SEE SHEET 8)
PLACE 82 l�F OF 12"' P.V.C., SDR -35 SEWER PIPE
70' RIW CA 00 Co AND PLUG END, S=0.0015, I\IV AT PLU(�=321.48,
➢+
' 25 +00 C6 AND PLUG f
CID cr INV AT MH:z321,36.
35' 35
CP oQP 0 PLACE 1,08 LIF OF 8" P.V.C., SDR -35 S:'WER PIPE
25 .
-ND, S=0.0025, I�V AT PLU(;=321.90,
A- INV AT MH -321.63.
Co
72
--j
CL
CF? I Z
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00 SEE WATER" -ANS +
00 C-4 r -
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PROP. GRADES
A," STREET C/L
Cq rl- 0) N
� 09 0> 17 OR
U-) r.0 r-0 cfl U')
K) n n to
345
340
335
330
325
INV=;323.57(8-) -
320
K
8" S
RIM=335.61
INV�323.31(8")
114 115 1 116
E 309 LF Oft 8" P.V.C., SOR-35
117 118
.76
PENSINGER ROAD
U-)
r7 r•7
0
Vji
61"- -
4 NI'll
2 �5) 'A
122
D; --L
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C -n
3 --------- -3
+
OFFSITE -SEWER MAIN
(SEE- SHEET 7)
<
0
51 21
35' 35
70' R
V) Uj Z
U-)
PROPOS�D GRADE AT : C/L
I RIM=335.04
FL=328.2811(18"D RAIN)
INV=322.52(8") '--iPLACE 312 Ll� OF 8" P.V.CJ SDR -35 I lye
INV=121.,36 12"01N
I INV=321.16 15"0
W
120
00C1
r) L0
Lr;
SIM=335.11
U.ZD/o
PLACE 59 LF OF 15" PVC! SDR -3E
SEWER PIPE,! S=0.0011
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INV=32 .10, 1 i,:IN)
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PROPOS�D GRADE AT : C/L
I RIM=335.04
FL=328.2811(18"D RAIN)
INV=322.52(8") '--iPLACE 312 Ll� OF 8" P.V.CJ SDR -35 I lye
INV=121.,36 12"01N
I INV=321.16 15"0
W
120
00C1
r) L0
Lr;
SIM=335.11
U.ZD/o
PLACE 59 LF OF 15" PVC! SDR -3E
SEWER PIPE,! S=0.0011
EXISTING PG&E TOWER
00
C)
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INV=32 .10, 1 i,:IN)
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INV=32 15 OUT)
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121
PO
122
n
123
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ER (IPE,
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MCALLISTER RANCH''
MAJOR R010S - PHASE
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INV=322.97(8")
Kern County, Qi1ifomia
0
E
320
Title
SEWER PLAN,
PENSINGI.::R ROAD
STA. 114+00 TO STA.
127+00
cc
0
127
Project No. Scale
AS SHO
1844 00800 WN
Drawing No. Sheet Revision
co
N
C-1 02 4 of 0
(I C)
P
C/L CURVE DATA
SEWER PIPE C/L CURVE DATA
DELTA
CURVE
LENGTH
RADIUS
TANGENT
DELTA
C2
299.86
1987.00
150.21
8'38'47"
C3
300.04
1987,00
150.30
8'39'06"
C4
283.15
1987.00
141.81
8'09'53"
C5
308.311
1987.001
154.97
8'55'09"
C/L CURVE DATA
CURVE LENGTH RADIUS I TANGENT
DELTA
C1 3141.591 2000.001 2000.00
90'00'00"
PROP. GRADES
AT STREET C/L
U0
ro
r7
345 1-
340
335
-t-u? - h
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330
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AT S�0.0025 !
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4 `
Title
SEWER FLAN
PENSIN1.3 ROA
STA. 127+00 TOS
139+0)
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SEE WATER PLANS
34'
1 34 1
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340
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0 5' 7.5' 10'
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INV=23.89INV=324.60 P4ACE 283 LF QF 8" P.V.C., SDR -35 , SEWER PIPE AT S=0..002
PLAC( 300 LF OF d8" P.V.C., SD( -35 SEWER PIPE AT S=0.0025
:
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129 130 131 132 133 134 135 136
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INV=3�5.38�8 OUT)
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t
LO 00 0 O
M rro M
[so*
L
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
N PROP. GR
AT STREE
-t 345
340
335
330
325
320
139
Stantec Con, lilting Inc.
2590 Venture Daks Way
a Sacramento, (;A 95E33—:5288
Tel 916.569.' 2500
'
Fax. 916.921.:1274
ww .stantec.com
Stanbix
Copyright Resentec'
The Contractor shall verify and be re sponsible for u(dim( nsion; . DO
NOT scale the hawing —any errors or omissions ;shall berepo 1:ed tc
Stantec Consu ting Inc. without delay.
The Copyrights to all designs and drawings are th., property of
Stantec Consu t ng Inc. Reproduction or use for or), purpose offor th,i
that authorized by Stantec Consultinc Inc. is forbic (len.
Construction Notes T
CONSTRJCT STANDARD PRECAST MANHOLE TYP!: "A"
AND COVER PER C.B. .S NOS. S-7 & S --B.
O PLACE 82 LF OF 8" .V. ., SDR -31r- SEWER
PIPE AND PLUG END, S 0.0025, IN' AT
PLUG=:325.69, INV ATM =325.48.
V. Exp.3—:,1-06
Client/Project
N
ni IAIn A 1 ��
SEWER FLANS
MCALLISI'ER RANC
MAJOR R+)ADS = PH
E 1.1
Kern County, California
4 `
Title
SEWER FLAN
PENSIN1.3 ROA
STA. 127+00 TOS
139+0)
'
Project No. Scale
— -
1844 oosoo
S
SHOWN
Drawing No. Sheet
Revisior..�..
C-103- 509
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IN
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LINE LENGTH BEARING
L1 764.98 S00'52'45"W
f
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s` �
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r
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_ r -
r7 L0
11 12 13 15 17
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6'
25'
25'
35'
35'
70'
R/W
oe
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COMPASS WAY
(SEE SHEET 9)
ERICKSON DRIVE
PROP. GRADES "' °° n N � �' 0
� u? rn � oo r� oo cy ao �- tet- r� o
AT STREET C/L 4 4 �' "'
r7 r7 r7 r7 M r7 r7 r7 M M r7 r7 r7
r7 M r7 �`� M r7 M r7 r7 M r7 r7 r7340
335
330
325
i 3
320
10
11
im
13
I
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PROPOSED GRADE Ail C/L
RIM=332.65 i
I
FL= 26.60 24"DRAT
MI
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RIM
N ! INV=3243(8"IN)
F LACE
j INV=324.
3 8"OUT)
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EWER
PIPE, S=0.0026
cl-
Lq U
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I
I
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,�— Fl.=325.35(36"
MI
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RIM
15 16
PENSiNGER ROAD
(SEE SHEET 4 )
----- S R/W
110' R/W
PENSINGER ROAD
(SEE SHEET 5)
rn
4co
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>>
„ 0 50' 75' 100'
1 5V
0 5' 7.5' 10'
to
Na:r.y PROP. GRACES
M - AT STREET
340
F LACE
243 LF {,OF
8" P.V.C., ;SD's -35
! P
EWER
PIPE, S=0.0026
P
INV=
I
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,�— Fl.=325.35(36"
RAIN)
EE
i
UaCE 138 LF SOF 8"
wry INVr323.24(8")(S
ji
S
zo INV�323.14
6 U50
2
8" W
!
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W -
O_ �
15 16
PENSiNGER ROAD
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110' R/W
PENSINGER ROAD
(SEE SHEET 5)
rn
4co
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1 5V
0 5' 7.5' 10'
to
Na:r.y PROP. GRACES
M - AT STREET
340
17
•
335
330
325
cE)
320
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
I
Sta tec Consulting Inc.
-
259C Venture O.ks Way
Sacramento, CA 95833 3 .38
Tel. 916.569.2` 00
Fax. 91 6.921.9 74
www. tantec.com
:.. n
Amid
Copynght Reserved
The Contractor siatl verify and be responsible for all dimensions. DD
NOT scale the di c wing — any errors or omissions sF ull be reporte i to
Stantec Consultinc Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any :urpose other than
that authorized t Stantec Consulting Inc. is forbidde i.
Construction Notes
O CONSTRUCT STANDARD PRECAST MANHOLE T PE 'A"
AND COYER PER C.B.D.S. 140S. S-7 1c S-8.
O PLACE 70 LF. OF 8" P.V.C. SDR -35 `.;EWER
PIPE ANC PLUG END, S=0.0026, INV ,J
E: PLUG=32t'."51, "INV AT MH -324.33.
X
f�
Revision By Appd. .late .
File Name: _ _
Own. Chkd. Dsgn .ate
� c=
LOb F
LtJ No. 59) m
Exp.3-31 - 06
£ OF CpU;
' ClientlProject 3
a
NGA GOMPANIE --
SOOToe-9-o VAS -E -f LA D, Ll.e�.' =
SEWER PLANS =
MCALLISTE:R RANCH =
MAJOR ROADS = PHAS 1.1
Kern County, CEIlifomia
Title
SEWER PLAN,
ERICKSON DRIVE
STA, 9+00 TO STA. 18+50
.t
Project No. Scale :=
t
1844 00800 ASHOWN
Drawing No. Sheet Revision <r
a�
CJ
C-104 6 of 0 u�
��,..
i
34.02
1.46%
I
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,�— Fl.=325.35(36"
RAIN)
EE
i
UaCE 138 LF SOF 8"
wry INVr323.24(8")(S
ji
.V.C., SDR -35
-WER 1PIPE, S=0.00
zo INV�323.14
6 U50
2
8" W
!
i
W -
O_ �
CnM
I
17
•
335
330
325
cE)
320
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING.
I
Sta tec Consulting Inc.
-
259C Venture O.ks Way
Sacramento, CA 95833 3 .38
Tel. 916.569.2` 00
Fax. 91 6.921.9 74
www. tantec.com
:.. n
Amid
Copynght Reserved
The Contractor siatl verify and be responsible for all dimensions. DD
NOT scale the di c wing — any errors or omissions sF ull be reporte i to
Stantec Consultinc Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any :urpose other than
that authorized t Stantec Consulting Inc. is forbidde i.
Construction Notes
O CONSTRUCT STANDARD PRECAST MANHOLE T PE 'A"
AND COYER PER C.B.D.S. 140S. S-7 1c S-8.
O PLACE 70 LF. OF 8" P.V.C. SDR -35 `.;EWER
PIPE ANC PLUG END, S=0.0026, INV ,J
E: PLUG=32t'."51, "INV AT MH -324.33.
X
f�
Revision By Appd. .late .
File Name: _ _
Own. Chkd. Dsgn .ate
� c=
LOb F
LtJ No. 59) m
Exp.3-31 - 06
£ OF CpU;
' ClientlProject 3
a
NGA GOMPANIE --
SOOToe-9-o VAS -E -f LA D, Ll.e�.' =
SEWER PLANS =
MCALLISTE:R RANCH =
MAJOR ROADS = PHAS 1.1
Kern County, CEIlifomia
Title
SEWER PLAN,
ERICKSON DRIVE
STA, 9+00 TO STA. 18+50
.t
Project No. Scale :=
t
1844 00800 ASHOWN
Drawing No. Sheet Revision <r
a�
CJ
C-104 6 of 0 u�
��,..
PANAMA LANE
85' R/�
LINE
315
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916.569.%500
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ELEV.=3�6.6
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-------- --- -
Copyright Reserved
>
The Contractor shall verify and be r
sponsible for till dimensions. DO
><
NOT scale the drawing any errors
1
it
X
PVC11, SDR -35
INV=$17.17((18 OUT�
> SEWER
PIPE, S=0.0010
The Copyrights to all designs and drawings
%)
Stantec Consult ng Inc. Reproduction
CD
UP CD
CENTERLINE!; -
0
CD
+
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Construction Notes
12
13
4�
CONSTR!JCT STANDARD PRECAST
O
FUTUR
C 0 IM IN/1 r
R Cl
6
f-\
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RIM ELEVATION SHALL BE
ADJUSTED TO GRADE
WITH P4RK CONSTRUCTIO\l.
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AND H4kVE A
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X
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340
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330
325
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The Contractor shall verify and be r
sponsible for till dimensions. DO
><
NOT scale the drawing any errors
INV=X17.2718IN)
PLACE
X
PVC11, SDR -35
INV=$17.17((18 OUT�
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PIPE, S=0.0010
The Copyrights to all designs and drawings
%)
Stantec Consult ng Inc. Reproduction
CD
UP CD
0
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+
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Construction Notes
12
13
14
CONSTR!JCT STANDARD PRECAST
O
FUTUR
C 0 IM IN/1 r
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6
f-\
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RIM ELEVATION SHALL BE
ADJUSTED TO GRADE
WITH P4RK CONSTRUCTIO\l.
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C)
INV AT
PLUG=' 318.18, INV ATMli=318.1
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0.0010, INS' AT
(n
V)
4,
O CONSTRJCT STANDARD INSIDE
DROP MANH)LE
TYPE "C' AND COVER PER
+
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HAVE A BOLTED
DOWN AND GASKETED CCVER
AND H4kVE A
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GRAVITY MAINS 1V
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X 15' WIDE ACCESS ROAD
ON A 9CO" CONIPAC7"1:*D
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-
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----
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Revision
By Appd. Do:,!
N"
File Name:
4
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STATION SITE.
SEWER PLANS
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MCALLISI -ER RANCH
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MAJOR ROADS PHASE
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The Contractor shall verify and be r
sponsible for till dimensions. DO
NOT scale the drawing any errors
INV=X17.2718IN)
PLACE
325 LF OF 18"
PVC11, SDR -35
INV=$17.17((18 OUT�
> SEWER
PIPE, S=0.0010
The Copyrights to all designs and drawings
are thtt property of
Stantec Consult ng Inc. Reproduction
CD
UP CD
0
CD
+
Inc. is forbiccien.
Construction Notes
12
13
14
EXISTING PG&E TOWER
X,
St -intec
Consulting Inc.
LO
2590
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. ...........
/—TOP OF }ACCESS ROADi
ELEV.=3�17.2
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15
PLACE 470 LIF OF 15" FVC, SDR -35
SEW ---R PIPE, S=0.0067 1
...........
+ I
16 17
RlIv =t335.11
INV=321.41 8"IN)
INV=321.1 15"IN)
INV=321.00. 15"OUT)
i *=50,H0 50' 75' 100'
1 "=5'V
0 5. 7.5' 10'
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING. . I
EXIST GROUND
U')
ABOVE SEWER PIPE
OK
335
330
325
320
315
4. 310
M
41I C)
ui
19
r
St -intec
Consulting Inc.
LO
2590
Venture Oaks Noy
(6
(�6
6
(A 95833--'288
Tel.
916.569.%500
raj
r�
916.921.'274�
wwkstantec.corn
Stank 1
Copyright Reserved
The Contractor shall verify and be r
sponsible for till dimensions. DO
NOT scale the drawing any errors
or omissions shall be repoiied t)
Stantec Consult ng Inc. without delay
—EXI$ITING GROUND ABOVE SEWEI§, PIPE
. ...........
/—TOP OF }ACCESS ROADi
ELEV.=3�17.2
•7
— -- —7 7
.. . . .. ....
--- - -------
�1
INV=317.85 1 :IN)
INV=317.601 ,OUT)
15
PLACE 470 LIF OF 15" FVC, SDR -35
SEW ---R PIPE, S=0.0067 1
...........
+ I
16 17
RlIv =t335.11
INV=321.41 8"IN)
INV=321.1 15"IN)
INV=321.00. 15"OUT)
i *=50,H0 50' 75' 100'
1 "=5'V
0 5. 7.5' 10'
NOTE:
ALL STATIONING IS ALONG
STREET CENTERLINE EXCEPT
WHERE NOTED AS FLOWLINE
STATIONING. . I
EXIST GROUND
U')
ABOVE SEWER PIPE
OK
335
330
325
320
315
4. 310
M
41I C)
ui
19
r
St -intec
Consulting Inc.
2590
Venture Oaks Noy
Sacramento,
(A 95833--'288
Tel.
916.569.%500
Fax.
916.921.'274�
wwkstantec.corn
Stank 1
Copyright Reserved
The Contractor shall verify and be r
sponsible for till dimensions. DO
NOT scale the drawing any errors
or omissions shall be repoiied t)
Stantec Consult ng Inc. without delay
The Copyrights to all designs and drawings
are thtt property of
Stantec Consult ng Inc. Reproduction
-
or use for cry purpose ot�er tho I
that outhorize( by Stantec Consultinc
Inc. is forbiccien.
Construction Notes
CONSTR!JCT STANDARD PRECAST
O
MAIN -IOLE TYPE
"A" CO`JER PER C.B.D.S.
NOS. S-7 1k S-3.
RIM ELEVATION SHALL BE
ADJUSTED TO GRADE
WITH P4RK CONSTRUCTIO\l.
PLACE 0 LF OF 12 P.
O "
.C., SDR -125 SEWER
PIPE AND PLUG END, S=0.0015,
INV AT
PLUG=' 318.18, INV ATMli=318.1
0
O PLACE' 20 LF OF 18" P.V.C.,
SDR -1-5 SEWER
PIPE AIvDPLUG END, S
0.0010, INS' AT
4,
O CONSTRJCT STANDARD INSIDE
DROP MANH)LE
TYPE "C' AND COVER PER
C.B.D.S. NOS. '3-7
S-8. MANHOLE SHALL
HAVE A BOLTED
DOWN AND GASKETED CCVER
AND H4kVE A
PROTECT -IVE INTERIOR CO
TING.
O SEWER IFT STATION AN
GRAVITY MAINS 1V
PANAMA LANE TO BE CO
qSTRUCTED SER
"MCALLISTER RANCH TRA
T 5900 PANAMA
LANE" ;.,GATED 11-07-05
PREPARED BY S�,N
JOAQU11\, ENGINEERING.
CONSTRJCT 0.20' A.C. OVER
0.40' :RUSH --D A 13.
X 15' WIDE ACCESS ROAD
ON A 9CO" CONIPAC7"1:*D
/0
GROUN,u,AS- SHOWN.
-
OSS—HATCHED AREA)
Revision
By Appd. Do:,!
File Name:
Dwn. ChA. D39n. Do t,
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cc
941
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LLJNo. 5993
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MCALLISI -ER RANCH
MAJOR ROADS PHASE
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Kern County, CalifomlE
E
Title
OFFSITE: -SE ER
AIN
STA. 10-10070 ST
19+05.41
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Project No. Sc le
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Copyright Reserved
1
The Contractor shall verify and be responsible
for all cimensions. D
< .
NOT scale the da wing - any errors or
I
Stantec Consulting Inc. without delay.
I
l
I
The Copyrights to ill designs and drawl
gs are the pioperty of
Stantec Consulting Inc. Reproduction or
use for any p rpose ether than
that authorized by Stantec Consulting In..
i
Construction Notes
,
(
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INV=3
INV=3
6.50
6.40
"IN)
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INV=326.73
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315 315
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1 (SEE SHEET 4)
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330
--- -{ 325
- INV:=325.69
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-- - 320
315
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C L TANGENT
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LINE
LENGTH
2590
L1
248.12
_BEARING
N49'56'07"E
L2
150.89
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F777TT7
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(SEE SHEET ROAD
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(SEE SHEET
SEWER LATERAL "B"
0� 09 410 PROP. GRADES
AT STREET C L
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- INV:=325.69
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-- - 320
315
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4
Stan
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2590
Venture Oc k Wa
Sacramento,
CA 95833-3288
+� t Tel.
916.569.2500
Fax.
16.921.92•14
www.stantec.com
And
Copyright Reserved
The Contractor shall verify and be responsible
for all cimensions. D
< .
NOT scale the da wing - any errors or
omissions she l be reported to
Stantec Consulting Inc. without delay.
The Copyrights to ill designs and drawl
gs are the pioperty of
Stantec Consulting Inc. Reproduction or
use for any p rpose ether than
that authorized by Stantec Consulting In..
is forbidden
Construction Notes
,
N
A
Revision
BY Appd. G ite
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File Name:
Cr
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Exp.3-31-06
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SEWER PLANS
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MCALLISTEF; RANCH
s
MAJOR ROAbS - PHASE
1.1
e
Kern County, California
0
Title
3
SEWER LITERAL / S
ETSON WAY
SEWER LATERAL "A'
AND00
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SEWER LUERAL T'
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Project No. Scale
r-
1844 00800 N ` AS S
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PROP -GRADE S M
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340
335
330
325
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INV=324.6 I
PLACE 100 LF OF 8" P.V.G., SDR435
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320 1
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L1 364.78 N70 -26'50"E
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ERICKSON DRIVE
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SEWER L,:ATERAL "Dr'
PROP. GRADES Iq
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F- :> Stantec Consultin cf Inc.
2590 Venture Oak:, Way
Sacramento, CA 9:833— 328E!
Tel. 91 6.569.250(
Fax. 06.921.927'
www.stantec.com
SftntK
Copyright Reserved .
The Contractor shat verify and be responsible for all di pensions. DC
NOT scale the draw rig .- any errors or omissions shall )e reported 11c,
Stantec Consulting Irc. without delay.
The Copyrights to all designs and drawings are the pro )arty of
Stantec Consulting Im, Reproduction or use for any purpose other th:n
that authorized by !i:antec Consulting Inc. is forbidden.
Construction Notes
CONSTRUC3. STANDARD PREC ST MANHOLE: TYPE "A'
COVER PEP' C.B.D.S. NOS. S+-7 & S-8.
N
4)"A -
ds
'A
N
- Appd. Cc 'I e
7y
Revision
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File Name:
D_wn Chkd. Dsgn. Cc i:e o
Q�YISS/04�
rri
o. 2599.3
Exp.3-31-G6
�19T£ OF CNOc� V
N
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ClienVProject
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=CIL
— - — — 1.Ak1L� u.C,
SEWER PLANS
{ McALLISTE Ft RANCH
n
MAJOR ROADS - PHASE 1.1 N'
Kern County, Ca l fornix
Title
0
L
SEWER LITERAL "C
AND o
0
SEWER LITERAL "D; 0
IT
Project No. Scale
1844 00800 AS SHOWN
Drawing No. Sheet Revisi n
Co
C-107 9
Of