HomeMy WebLinkAbout1.2-5900 BGENERAL NOTES:
1.
ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE
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
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WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF
TRANSPORTATION
3.
STANDARD SPECIFICATIONS, LATEST EDITION. ALL REFERENCES TO SECTION 90 OF T
E CALTRANS
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STANDARD SPECIFICATIONS SHALL REFER TO THE CALTRANS STANDARD SPECIFICATIONS
DATED JULY 1992.
®
THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THEE
PLANS AND THE
❑
CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE.
BE INJECTION MOLDED AND SHALL
3.
THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION.
PERMITTED.
❑
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 SECURED
BY A SUBDIVISION
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AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WOK
PERFORMED
1
WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED
PRIOR TO
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ISSUANCE OF A PERMIT.
TRENCH BACKALL & COMPACTION
4.
PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT -DF
-WAY, THE
CITY 'TRUNK IS REQUIRED PRIOR
CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS
NOTICE.
5.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASURE
ENTS AT THE
5.
BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS
ON THESE
SACRAMENTO, CA. 95833-3288
DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. STANTEC CONSULTI
G INC. MUST BE
6.
NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY T
ESE DRAWINGS.
6.
EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCCIRDING
TO AVAILABLE
www.stantec.com
RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS.
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)
SHALL BE
7.
CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAV
TION.
7.
ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDE
CUT BY
8.
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S
EXPENSE, AS
DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY.
OF THE
8.
IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT
IT IS THE
9.
RESPONSIBILITY OF THE OWNER OR GRADING CONTRACTOR TO NOTIFY THE ENGINEEF
IMMEDIATELY PRIOR
TO ANY FURTHER WORK.
9.
THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND
SUPERVISION
NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT.
1.3 OF THE
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 REP
CED BY THE
CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWE
FOR SUCH
CORRECTION.
11.
NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE.
LL RESTAKING OR
REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
12.
IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS
OR OTHER
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 RESPONSI
ILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING
SAFETY OF ALL
PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND
NOT BE LIMITED
TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNI
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 AR
SING 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 DR A
INGS 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 UNAUTHORI
ED 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 THAT AR
PART OF THIS
PROJECT.
COB SEWER SPECIFICATIONS:
1.
ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD
SUBDIVISION
®
DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER.
SEWER LATERAL MARKER
2.
ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND
NAME OF THE
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MANUFACTURER, AND STRENGTH OR CLASS OF PIPE.
PAVEMENT PATCHES
3.
PVC PIPE INSTALLATION:
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A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF
STM SPECIFICATIONS D 3034 AND
®
SDR 35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT
AND FREE FROM CRACKS, HOLES,
❑
FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL
BE INJECTION MOLDED AND SHALL
❑
BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT
PERMITTED.
❑
B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF
JOINTS SHALL BE IN ACCORDANCE
------------
WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS
TO VCP, USE COUPLINGS
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APPROVED BY THE CITY OF BAKERSFIELD.
HOUSE CONNECTION -WITH CAST IRON SADDLE
1
C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORD
NCE WITH ASTM D 2321. ONLY
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1
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CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE
TRENCH BACKALL & COMPACTION
4.
FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL
3E PLACED ON TOP
CITY 'TRUNK IS REQUIRED PRIOR
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.
1700 "K" STREET
5.
SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE,
UNLESS OTHERWISE
SACRAMENTO, CA. 95833-3288
NOTED ON PLANS.
CA 93301
6.
WYE -FITTINGS SHALL BE INJECTION MOLDED IN-LINE AND SHALL BE USED FOR A
L LATERAL
Fax 916 921-9274
CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 4,r.'
ABOVE THE
www.stantec.com
HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTI
GS ONLY SHALL BE
USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTI
PLUG (SOLVENT
WELDED).
7.
ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPE
TY LINE AND SHALL BE
4" IN DIAMETER EXCEPT AS NOTED ON PLANS.
8.
THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD
DRAWINGS
SW -4 AND SW -5 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS
OF THE
STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION.
9.
THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BA
ERSFIELD STANDARD
DRAWINGS SW -6.
10.
SYSTEM TESTING:
INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER
1.3 OF THE
SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER
AND
ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIR
D FOR TEST AND
INSPECTION.
SEWER I-M.PROVEMENT PLANS
McA L L /S TER RA NCH 5900B
KERN COUNr1; CALIFORNIA
da�
PANAMA LANE
\_ TRACT 5900 B
INDEX MAP
COB SEWER SPECIFICATIONS (CON -T) SCALE: AS SHOWN
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 OFTHE 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 ANS 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.
WALLISTER
BAKERSFIELQ CALIFORNIA
wasco
WaK c
cars W
TALE P
Maricopa
/ON RIDER STAIE
REM TW AWA
VI CINI T Y M)
NO SCALE
Tehachapi
0 200' 300' 400'
1 "-200'
SHEETINDEX
SHEET NO. DESCRIPTION
1. TITLE SHEET
2. KEY MAP AND STREET NAMES
3. DESOTO AVENUE
4. BANDELIER AVENUE
5. HOPEWELL LANE
6. KOBUK STREET
7. MANASSAS WAY
8. DUNGENESS WAY
9. CONESTOGA WAY
10. LOSTWOOD STREET
CITY STANDARD PLATES:
1 • THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL
BE CONSIDERED A PART OF THESE PLANS.
(CONTRACTOR TO OBTAIN LATEST EDITION THEREOF.)
CITY
STD. No.
DESCRIPTION
®
SW -1
SEWER LATERAL MARKER
❑
SW -2
TRENCH SECTION FOR CONCRETE ENCASED PIPE
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SW -3
PAVEMENT PATCHES
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4
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FRAMES & COVER FOR MANHOLES & CLEANOUTS
❑
1
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❑
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HOUSE CONNECTION WITH VCP SADDLE
❑
SW -8
, 1
1 1
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t S 1 1
f 1 1
$AND TRAP
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SW -11
HOUSE CONNECTION -WITH CAST IRON SADDLE
1
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I
SEWER LIFT STATION VALVE BOX
I I 1
1
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ST -22
TRENCH BACKALL & COMPACTION
NOTE:
OFFSITE SEWER CONNECTION TO
STANDARD PAVEMENT PATCHES
l
CITY 'TRUNK IS REQUIRED PRIOR
ENGINEER
TO OCCUPANCY OF HOMES
WALLISTER
BAKERSFIELQ CALIFORNIA
wasco
WaK c
cars W
TALE P
Maricopa
/ON RIDER STAIE
REM TW AWA
VI CINI T Y M)
NO SCALE
Tehachapi
0 200' 300' 400'
1 "-200'
SHEETINDEX
SHEET NO. DESCRIPTION
1. TITLE SHEET
2. KEY MAP AND STREET NAMES
3. DESOTO AVENUE
4. BANDELIER AVENUE
5. HOPEWELL LANE
6. KOBUK STREET
7. MANASSAS WAY
8. DUNGENESS WAY
9. CONESTOGA WAY
10. LOSTWOOD STREET
CITY STANDARD PLATES:
1 • THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL
BE CONSIDERED A PART OF THESE PLANS.
(CONTRACTOR TO OBTAIN LATEST EDITION THEREOF.)
CITY
STD. No.
DESCRIPTION
®
SW -1
SEWER LATERAL MARKER
❑
SW -2
TRENCH SECTION FOR CONCRETE ENCASED PIPE
❑
SW -3
PAVEMENT PATCHES
®
SW -4
MANHOLE, TYPE 7A-
0
Fl -
®
SW -5
FRAMES & COVER FOR MANHOLES & CLEANOUTS
❑
SW -6
6" CLEAN OUT
❑
SW -7
HOUSE CONNECTION WITH VCP SADDLE
❑
SW -8
INDUSTRIAL SAND TRAP
❑
SW -10
$AND TRAP
❑
SW -11
HOUSE CONNECTION -WITH CAST IRON SADDLE
❑
SW --12
SEWER LIFT STATION VALVE BOX
®
ST -22
TRENCH BACKALL & COMPACTION
❑
ST -6
STANDARD PAVEMENT PATCHES
l
OWNER/SUBDIVIDER
ENGINEER
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STANTEC CONSULTING INC.
1700 "K" STREET
2590 VENTURE OAKS WAY
SUITE 120
SACRAMENTO, CA. 95833-3288
BAKERSFIELD,
CA 93301
Tel. 916 569-2500
(661) 322-7363
Fax 916 921-9274
www.stantec.com
BASIS OF BEARINGS:
THE BEARING OF SOUTH 89'3647" EAST AS SHOWN FOR THE SOUTHERLY
LINE OF THE SOUTHEAST QUARTER OF SECTION 22, T30S, R26E, M.D.M.,
ON KERN COUNTY SURVEYOR'S FILED MAP 7-1, BK 6, PAGE 33.
BENCHMARK USED:
TOP OF BRASS CAP IN CONCRETE MONUMENT AT INTERSECTION OF WHITE
AND VIA IGLESIA. ELEVATION=359.27 ( U.S.G.S. DATUM
BENCHMARKSET.
TOP OF 2" IRON PIPE AT NORTHEAST CORNER OF SECTION 23, TOWNSHIP
SOUTH, RANGE 26 EAST, MOUNT DIABLO MERIDIAN.
ELEVATION=348.19 ( U. S. G. S. DATUM
ENGINEER'S STATEMENT
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, Al`
THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY
AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PL/
AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES,
STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING
CONSTRUCTION.
R.C.E. No. 25993 EXP 3/31/08
C1 TY OF BAKERSFIELD
RECOMMENDED FOR APPROVAL:
RAUL ROJAS PUBLIC WORKS DIRECTOR, RCE 39880
PSjANT PUBLIC WORKS D/RECTOR
BAKERSFIELD
APPROVED BY.'
DATE
.3 3 c
DATE
DA fE
KERN COUNTY
I HEREBY CERTIFY THAT THESE SEWER PLANS MEET OR EXCEED MINIMUM
KERN COUNTY STANDARDS.
DIRECTOR OF ENGINEERING AND SURVEY SERVICES DATE
Stant
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AGGREGATE BASE
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CB
CATCH BASIN
The Contractor shall verify and be responsible for all dimensions. DO
CURB AND GUTTER
C/L
110
109
108
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107
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CATCH BASIN
The Contractor shall verify and be responsible for all dimensions. DO
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CL
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CURB RETURN
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The Co rl hts to all designs and drawings are the property of
PY �9 9 9 P P Y
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EDGE OF PAVEMENT
Stantec Consulting Inc. Reproduction or use for any purpose other than
EXISTING
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that authorized by Stantec Consulting Inc. is forbidden.
FL
FLOWLINE
GB
GRADE BREAK
INV.
INVERT ELEVATION
C.B.D.S.
CITY OF BAKERSFIELD DEVELOPMENT STANDARDS
LT
LEFT
I ,1
NATURAL GROUND
DS
DISCHARGE STRUCTURE
P/L
PROPERTY LINE
PI
POINT OF INTERSECTION
V)
PROPOSED
PVMT.
PAVEMENT
'I 5 6 7 8 g
10 11 12 13 14 15 16 17
18
REINFORCED CONCRETE PIPE
9
RUBBER GASKETED JOINT
RT
RIGHT
R/W
RIGHT OF WAY
RIM
RIM ELEVATION
I
STATION
T.I.
19 20
/ 10
11
12
13
14
15
1g
17
89 90 91 92 93 94
95 PANAMA 96 LANE
97 96 99
—I —1 100 101 102 103 104 105 106 107
--F— —i---- —I 1 —I I— —I --I
18 19 20 21 22
Stantec Consulting Inc.
2590 Venture Oaks Way
Sacramento, CA 95833-3288
Tel. 916.569.2500
Fax. 916.921.9274
www.stantec.com
Construction Notes
LEGEND:
PROPOSED EXISTING
PIPE SIZE &
DIRECTION —
8 S SEWER PIPE -- •-
SEWER SERVICE —
i
r . ' STATION &
- c-4 LENGTH
,,-
ABBREVIATIONS
AC
btaniec
AB
AGGREGATE BASE
BCR
z=
BEG.
Copyright Reserved
CB
CATCH BASIN
The Contractor shall verify and be responsible for all dimensions. DO
CURB AND GUTTER
C/L
NOT scale the drawing — any errors or omissions shall be reported to
CL
s
Stantec Consulting Inc. without delay.
CURB RETURN
ECR
The Co rl hts to all designs and drawings are the property of
PY �9 9 9 P P Y
EP
EDGE OF PAVEMENT
Stantec Consulting Inc. Reproduction or use for any purpose other than
EXISTING
FG
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
LEGEND:
PROPOSED EXISTING
PIPE SIZE &
DIRECTION —
8 S SEWER PIPE -- •-
SEWER SERVICE —
i
r . ' STATION &
- c-4 LENGTH
,,-
ABBREVIATIONS
AC
ASPHALT CONCRETE
AB
AGGREGATE BASE
BCR
BEGIN CURB RETURN
BEG.
BEGIN
CB
CATCH BASIN
C&G
CURB AND GUTTER
C/L
CENTERLINE
CL
CLASS
CR
CURB RETURN
ECR
END CURB RETURN
EP
EDGE OF PAVEMENT
EXIST., EX.
EXISTING
FG
FINISH GRADE
FL
FLOWLINE
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
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
NF F�
w o. 259 2" m
Exp.3-31-08
OF CA0���
Client/Project
St£�4i
5�VAU.s-(1„ WD,L�.l`i
SEWER PLANS
MCALLISTER RANCH
TRACT 5900 B
Kern Countv. California
Title
KEY MAP AND STREET NAMES
ReVISIOn
By Appd. Date o
01
Scale
E
0.
File Name:
1844 00800
AS SHOWN
Dwn. Chkd. Dsgn. Date
Q�0 FESS/� �ql
Co
0
•
�O G 'L
NF F�
w o. 259 2" m
Exp.3-31-08
OF CA0���
Client/Project
St£�4i
5�VAU.s-(1„ WD,L�.l`i
SEWER PLANS
MCALLISTER RANCH
TRACT 5900 B
Kern Countv. California
Title
KEY MAP AND STREET NAMES
O
Project No.
Scale
1844 00800
AS SHOWN
'
U
6
I
Drawing No.
Sheet Revision
_131CoN
r.
C-Oo22
of 10 0
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w � u7 co
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oJREFT 0
C L CURVE TABLE
CURVE LENGTH RADIUS TANGENT DELTA
C1 55.331 300.00 27.74 10'34'02"
C2 110.031 1000.00 55.07 6' 18'14"
w w
(~ Cn Z
N
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Cn O N
UJ Y
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PLACE 108 F OF 8" PVC
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325-
320
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INV=32 .62 THRU)
INV=32.72�IN)(N
SEWER
SEWER C
L CURVE TABLE
CURVE LENGTH
RADIUS TANGENT DELTA
C3 54.22
294.00 27.19 10'34'02"
C4 109.37
994.00 54.74 6' 18'14'1
151
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t�
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152 153 154 1551 co
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AVENUE
EXISTING GROUND ATC L
— PROPO ED FINISH G ADE ABOVE PI E
— — —
336.46
13 14
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NCE 220 LF OF 8" PVC
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15
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w
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1431142
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-35 AT S4.0035
17
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46
22' 45
1 9
HOPEWELL LANE
(SEE SHEET 5)
RIM=X36.04
PLACE 216 F OF 8" PVC
SDR -35 AT =0.0035 INV=326.32 IN)(W
INV=326.22(THRU6&$)
19
0_0
co00
Voo
50' 7 ' 100'
5' 7'�" 10'
1
i
I
Stantec Consulting Inc.
2590 Venture Oaks Way j
Sacramento CA 95833-3288
Tel. 916.569.2500
Fax. 916.921.9274
www.stantec.com
Stantec
s 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
t. Stantec Consulting Inc. without delay.
' The Copyrights to all designs and drawings are the property of
'ems" Stantec Consulting Inc. Reproduction or use for any purpose other than
s
V-0that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes .
s
CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
x
r a,
I
C
C
Revision By Appd. Date o
rn
E
File Name:
own. Chkd. Dsgn. Date
ESSIDNq o
' o. 25993 2. o
Exp.3-31-08 i
clo\_.••'�� o
��9T£ Of CPQ\F�`�� a
Client/Project
-tPd (;/_CL---E-6�dtE S -
SEWER PLANS
MCALLISTER RANCH
TRACT 5900 B
Kern Countv. California
Title
DESOTO AVENUE
o
0
,�
Project No.
Scale
�y ��
1844 00800
AS SHOWN
m
U
�+ A�
Drawing No.
NN
r`
00�
,pay
C-101
N
13 14
�— I V=327.85(TH U)
NCE 220 LF OF 8" PVC
R-35 AT S=0.0035
15
U)
U
w
16
1431142
'1E 220 L !OF 8" PVC
-35 AT S4.0035
17
RIM=336
1�
1 "=50 H ;
1 "=5'V 0
0
(0 u7
�0�
49 `° +
+o
Cn N
i Q
r Cn
47
46
22' 45
1 9
HOPEWELL LANE
(SEE SHEET 5)
RIM=X36.04
PLACE 216 F OF 8" PVC
SDR -35 AT =0.0035 INV=326.32 IN)(W
INV=326.22(THRU6&$)
19
0_0
co00
Voo
50' 7 ' 100'
5' 7'�" 10'
1
i
I
Stantec Consulting Inc.
2590 Venture Oaks Way j
Sacramento CA 95833-3288
Tel. 916.569.2500
Fax. 916.921.9274
www.stantec.com
Stantec
s 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
t. Stantec Consulting Inc. without delay.
' The Copyrights to all designs and drawings are the property of
'ems" Stantec Consulting Inc. Reproduction or use for any purpose other than
s
V-0that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes .
s
CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
x
r a,
I
C
C
Revision By Appd. Date o
rn
E
File Name:
own. Chkd. Dsgn. Date
ESSIDNq o
' o. 25993 2. o
Exp.3-31-08 i
clo\_.••'�� o
��9T£ Of CPQ\F�`�� a
Client/Project
-tPd (;/_CL---E-6�dtE S -
SEWER PLANS
MCALLISTER RANCH
TRACT 5900 B
Kern Countv. California
Title
DESOTO AVENUE
o
0
,�
Project No.
Scale
�y ��
1844 00800
AS SHOWN
�' �
U
�+ A�
Drawing No.
Sheet Revision
,pay
C-101
3 of 10 �,
�
on
7
8
LC
340
335
330
IN\
IN\
325
320
50' 75'
5' 7'6"
i
t Stantec Consulting Inc.
2590 Venture Oaks Way
Sacramento, CA 95833-3288
_ Tel. 916.569.2500 ;
Fax. 916.921.9274
www.stantec.com
Stantec
100Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
10' Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
,- that authorized by Stantec Consulting Inc. is forbidden.
s
Construction Notes
Q CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
Revision
File Name:
Q��F ESLo
S�Orygl
gt€% 4a1 �� y• 1 .
o. 25993
A, Exp.3-31-08
TF OF CPQ\E
Alt
ClienV roject
fN1 ASIJ L COMPANIES
'Ault,:
SEWER PLANS
d MCALLISTER RANCH
TRACT 5900 B
_ Kern Countv. California
By Appd. Date o
U
61
f=
Q
M
Dwn. Chkd. Dsgn. Date
co
M
Title
BANDELIER AVENUE
Project No. Scale
1844 00800 AS SHOWN
0
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KOBUK STREET
N
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N
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30' 30'
(SEE SHEET 5)
20' 20'
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11 12
13
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50' 75'
5' 7'6"
i
t Stantec Consulting Inc.
2590 Venture Oaks Way
Sacramento, CA 95833-3288
_ Tel. 916.569.2500 ;
Fax. 916.921.9274
www.stantec.com
Stantec
100Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
10' Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
,- that authorized by Stantec Consulting Inc. is forbidden.
s
Construction Notes
Q CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
Revision
File Name:
Q��F ESLo
S�Orygl
gt€% 4a1 �� y• 1 .
o. 25993
A, Exp.3-31-08
TF OF CPQ\E
Alt
ClienV roject
fN1 ASIJ L COMPANIES
'Ault,:
SEWER PLANS
d MCALLISTER RANCH
TRACT 5900 B
_ Kern Countv. California
By Appd. Date o
U
61
f=
Q
M
Dwn. Chkd. Dsgn. Date
co
M
Title
BANDELIER AVENUE
Project No. Scale
1844 00800 AS SHOWN
Sheet
4 of 10
O
00
0
0
i
U
6
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t
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N �
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C L
CURVE TABLE
I
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1
CURVE
LENGTH
RADIUS
TANGENT
DELTA
C1
94.31
500.00
47.29
10'48'24"
C2
604.79
1500.00
306.56
23'06'04"
C3
113.45
1000.00
56.79
6'30'01"
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29 � �� �� N � _ E 3- N c
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31 32N
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(n
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= w0
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M=336.6
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PLACE 155 FLI OF 8"
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I
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11 12
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1241 125
126
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330'
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132.29
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C6
343.30
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172.40
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10
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M=336.6
1J
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PLACE 156 FL OF 8" !PVC
SDR -35 AT S=0.0025
PLACE 155 FLI OF 8"
_- -
SDR -35 AT S 0.0025
I
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11 12
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1241 125
126
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137 138 139
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CPo
I
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Stantec Consulting Inc.
2590 Venture Oaks Way
Sacramento, CA 95833-3288
Tel. 916.569.2500
00
Fax. 916.921.9274
100'3 www.stantec.com
10' 1 �
U-"
Copyright Reserved
VZ
The Contractor shall verify and be responsible for all dimensions. DO
56 NOT scale the drawing - any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
�JJ 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.
2-1
Construction Notes
�1 CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
dr
= COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
54
all
N 53
23'
- Ar
-
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C7 52 51
49 50
h
u7
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+
N
N
25
RIM=337.26
RIM= 336.04
35
I
30
NV 32 . IN -PLACE'- FE---DF-8�'�-PVC -
INV 326.22 THRU NW&SE) SDR -35 AT S=0.004
INV=27.74 IN)(S\�)
INV= 27.64�OUT)($E)
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21 22 23
SEWER CA
CURVE
TABLE
-7p-pd.
CURVE
LENGTH
RADIUS
TANGENT
DELTA
C4
95.44
506.00
47.86
10'48'24"
C5
263.90
1506.00
132.29
10'02'25"
C6
343.30
1506.00
172.40
13'03'39"
C7 1
114.131
1006.001
57.13
6'30'01 "
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2590 Venture Oaks Way
Sacramento, CA 95833-3288
Tel. 916.569.2500
00
Fax. 916.921.9274
100'3 www.stantec.com
10' 1 �
U-"
Copyright Reserved
VZ
The Contractor shall verify and be responsible for all dimensions. DO
56 NOT scale the drawing - any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
�JJ 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.
2-1
Construction Notes
�1 CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
dr
= COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
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all
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Title
HOPEWELL LANE
Project No. Scale
1844 oosoo AS SHOWN
a
Drawing No. Sheet Revision
00N
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Revision 8y
Date o
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File Name:
M
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Date
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NO
Exp.3-31-08
civil. ••��
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TRACT 5900 B
x �
N
Kern Countv. Califomia
Title
HOPEWELL LANE
Project No. Scale
1844 oosoo AS SHOWN
a
Drawing No. Sheet Revision
00N
C103 5 of 10 0
340
335
330
325
320
I
Revision
259 3
I
i
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Exp.3-31-08
E
EXISTING GROUND AT C/1,d
File Name:
own. Chkd. Dsgn. Date
Q�oFG �Sl�iygl
o
PROPOSED FINISH GRADE
ABOVE PIPE
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RIM=3
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Stantec Consulting Inc.
2590 Venture Oaks Way
Sacramento, CA 95833-3288 j
Tel. 916.569.2500
Fax. 916.921.9274
www.stantec.com 1
' 9
stantg
` The Contractor shall verify and be responsible for all dimensions. DO
_ NOT scale the drawing — any errors or omissions shall be reported to
w Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
O CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
By Appd Date 0
r
Revision
259 3
o.
Exp.3-31-08
E
File Name:
own. Chkd. Dsgn. Date
Q�oFG �Sl�iygl
o
d
�rt
ClientlProject
-6-UW--AL eE)MPANIES
SEWER PLANS
MCALLISTER RANCH
. TRACT 5900 B
Kern County, California
.; y> Title
KOBUK STREET
Project No.
1844 00800
Drawing No.
C-104
Scale
AS SHOWN
U
f
Sheet Revision
00
N
U7
6 of 10 0
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259 3
o.
Exp.3-31-08
d
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ClientlProject
-6-UW--AL eE)MPANIES
SEWER PLANS
MCALLISTER RANCH
. TRACT 5900 B
Kern County, California
.; y> Title
KOBUK STREET
Project No.
1844 00800
Drawing No.
C-104
Scale
AS SHOWN
U
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Sheet Revision
00
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6 of 10 0
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340
335
330
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i
C L CURVE TABLE
CURVE
I LENGTH
I RADIUS I TANGENT DELTA
C1
1 127.441
1000.001 63.80 7'18'05"
M
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MANASSAS
163
SEWER C L CURVE TABLE
CURVE I LENGTH
RADIUS TANGENT DELTA
C2 1 128.201
1006.001
64.19 7'18'05"
57156
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6
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340
335
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e ■ ��I
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ae
Stantec Consulting Inc.
2590 Venture Oaks Way
Sacramento, CA 95833-3288
Tel. 916.569.2500
Fax. 916.921.9274
www.stantec.com
stantec
b
gx
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
O CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
1b
Revision By Appd.
Date o
;_
Q
File Nome:
MANASSAS
Dwn. Chkd. Dsgn.
{
Q�QF t .SIO/Vq
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EXISTING
GROUND AT
L
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TATE OF
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RIM=3
6.53-
CL
'SUN
PROPOSED
SED FINISH GRADE
ABOVE
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RIM=337.
6
Drawing No.
Sheet
Revision
z.
Co
C105
7of10
0
INV=32
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ae
Stantec Consulting Inc.
2590 Venture Oaks Way
Sacramento, CA 95833-3288
Tel. 916.569.2500
Fax. 916.921.9274
www.stantec.com
stantec
b
gx
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
O CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
Title
a
a
/
10 11 12 13 14 15
1b
Revision By Appd.
Date o
;_
Q
File Nome:
MANASSAS
Dwn. Chkd. Dsgn.
Date co
Q�QF t .SIO/Vq
o
ao
CD
No. 25993 Z;
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Exp.3-31-08
i
C/v1\-. •��,
TATE OF
°
Client/Project
C
a_
Scale
CL
'SUN
a
1844 00800
AS SHOWN
SEWER PLANSco
McALLISTER RANCH
oa
-,;f
TRACT 5900 B
Kern Countv. California
Title
a
a
/
10 11 12 13 14 15
1b
In
MANASSAS
WAY
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Project No.
Scale
Co
1844 00800
AS SHOWN
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Drawing No.
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Revision
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Co
C105
7of10
0
SEWER C L CURVE TABLE
CURVE
LENGTH
RADIUS TANGENT DELTA
C1
47.081
294.001 23.59 9.10'29"
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CURVE
LENGTH
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335
325
320
RIM=33
INV -32.33
INV=32 23 �IN)tN&S
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Eto
10
DUNGENESS
CA CURVE TABLE
CURVE
LENGTH
I RADIUS
ITANGENTI
DELTA
C2
1 48.041
300.001
24.07
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12
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1021101
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335
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325
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5' 7'6"
100'
10'
Stantec Consulting Inc.
2590 Venture Oaks Way
rA'M Sacramento, CA 95833-3288
Tel. 916.569.2500
Fax. 916.921.9274
www.stantec.com
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 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. PLATE NOS. S-7 & S-8.
0
s;.
grV;E
C
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M
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100
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U)SDR— 5 AT S=0.0035 PLACE 80 LF OF 8" PVC,
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340
335
330
325
320
315
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1 "=5'v 0
50' 75'
5' 7'6"
100'
10'
Stantec Consulting Inc.
2590 Venture Oaks Way
rA'M Sacramento, CA 95833-3288
Tel. 916.569.2500
Fax. 916.921.9274
www.stantec.com
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 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. PLATE NOS. S-7 & S-8.
o. 25993r ,
Exp.3-31-08
CiVi\- ••
�lqT£ OF co
Client/Project
�_eO
LAV-Pf LQ -1
SEWER PLANS
MCALLISTER RANCH
. TRACT 5900 B
5
Kern Countv, California
Title
_
DUNGENESS WAY
s;.
grV;E
C
f 3
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Project No. Scale
x
y�-
1,�
1844 00800 AS SHOWN
�;
�;
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By Appd. Date o
Revision
F0
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File Name:
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O
QQGF F SS'ONq
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�_eO
LAV-Pf LQ -1
SEWER PLANS
MCALLISTER RANCH
. TRACT 5900 B
5
Kern Countv, California
Title
_
DUNGENESS WAY
s;.
C
f 3
,�
Project No. Scale
1,�
1844 00800 AS SHOWN
�;
�_ u-
Drawing No. Sheet
Revision
0
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1
14
32
1 340
1 335
1 330
1 325
320
1 315
1 310
r-
04
N
O
O
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0
0
146
145
SEWER C
L CURVE TABLE
CURVE LENGTH I
RADIUS I TANGENT DELTA
C1 68.541
394.001 34.36 9'58'00"
C2 68.541
394.001 34.36 9'58'00"
>5� 134 135
� o
� 136
W s�. 40 137
1 N
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12928 � ^127 126
CONESTOGA
W
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rn
a
CA CURVE TABLE
CURVE
LENGTH
I RADIUS
I TANGENT DELTA
C3
1 139.161
400.001
70.29 19'56'01 "
HOPEWE L LANE
(SEES ; 41
MCALLISTER RO ovDEMENT PCNs)
(SEE MAJOR ROADS PHASE �1 •1
b
t � �
3a j
�I fHOPEWELL LANE(SEE SHEET 5)
MCALLISTER ROAD
(SEE MAJOR ROADS (PHASE 1.1 IMPROVEMENT PLANS)
I��
10 11 12
13
MI
15
16
O
335
330
325
SEWER
320
315
310
J
0 50' 75' 100'
1 "=50'H ■ ® ■ ■ ■ —
0 5' 7'6" 10'
i
I
Y
r Stantec Consulting Inc.
2590 Venture Oaks Way i
Sacramento, CA 95833-3288
Tel. 916.569.2500
Fax. 916.921.9274
h wwwstantec.com
Stantec
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
11 CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
Revision By
Appd.
Date o
t
I_
�11.c`-..1,
J
b
v
File Name:
�
ri
Ja
PROPOSED FII�IISH
GRADEW
ABOVE PIPE
Q*v SS/ p�
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EXISTING
GROUND AT
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RIM-- 33
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RIM=336.11
RIM=3
6.83
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TRACT 5900 B
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Kern County' California
f
SDR -35 AT
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a
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Title
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Project No. Scale
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j
DrawingNo. Sheet
Revision
s
IN
324.93(THRU)(E&W)
C -107g of 0
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Stantec
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Notes
11 CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
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2590 Venture Oaks Way
Sacramento, CA 95833-3288
Tel. 916.569.2500
Fax. 916.921.9274
www.stantec.com
nIm,
- ` " Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
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=y. 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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COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
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