HomeMy WebLinkAbout1.2-5900 2 RevisionsGENERAL 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
WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATIO14
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.
3 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION.
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
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 PROVIDED PRIOR TO
ISSUANCE OF A PERMIT.
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 MEASUREMENTS AT THE
BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE
DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. STANTEC, CONSULTING 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 ACCORDING TO AVAILABLE
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
CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION.
7 ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'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.
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.
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.
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 RESPONSIBILITY 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, INDEMNIFY AND HOLD THE
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING 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 P,.bNS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY
STANTEC CONSULTING INC.
1 R�. SEE VsATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS
P R OJ ECT.
D
COB SEWER SPECIFICA1 IONS:
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 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 ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE
WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS
APPROVED BY THE CITY OF BAKERSFIELD.
C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM d 2321. ONLY
CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE.
4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP
OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL 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 -FIl -PINGS 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. WYE FITTINGS ONLY SHALL BE
USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT
WELDED).
7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE
4" IN DIAMETER EXCEPT AS NOTED ON PLANS.
8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS
SW -4 AND SW -5 AND SECTION 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE
STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION.
9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD
DRAWINGS SW -6.
10. SYSTEM TESTING:
INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH 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 REQUIRED FOR TEST AND
INSPECTION.
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A4cA L L IS TER RANCH Tl;?ACT"59009°
KERN COUNTY, CALIFORNIA
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__________________ ________________________- - - - - -- --_--___________-_-__________ _______________- __- ___--
low-
_ ___________________________________________________-___-__-_----_________________-___-__-____-__----
LANE NOTE: OFFSITE SEWER CONNECTION TO
CITY TRUNK IS REQUIRED PRIOR
TPAr-T 9C1nf)JAA4 TO OCCUPANCY OF HOMES
COB SEWER SPECIFICATIONS (CONT) 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, FARMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY.
COB TRENCHING NOTES
1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL --OSHA TRENCHING ORDERS AND THE CONTRACTOR
SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE.
2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT --OF --WAY SHALL BE BACKFILLED AND COMPACTED
PER CITY OF BAKERSFIELD STANDARD DETAIL ST --22.
3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN
ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST--6.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING
BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S
EXPENSE.
5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION.
6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE.
CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%.
7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF
REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO
FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR.
NOTE TO CONTRACTOR
ALL MANHOLES AND CLEANOUTS WITHIN TRACT,
INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED
TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS.
EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING
CONE, AND REMOVAL OR "CHANGE OUT OF BARREL RINGS.
D
CITY STANDARD PLATES:
� • THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL
BE CONSIDERED A PART OF THESE PLANS.
(CONTRACTOR TO OBTAIN LATEST EDITION THEREOF.)
SHEETINDEX
SHEET NO. DESCRIPTION
1. TITLE SHEET
Q 2R KEY MAP AND STREET NAMES
3. DESOTO AVENUE
�1pmr - t. i
, MA WIEN—
4 R UMNUC, !Lm AV ur_
51Z HOPEWELL LANE
6A KOBUK STREET
�R
8. DUNGENESS WAY
9R CONESTOGA WAY
10
CITY STD. No.
DESCRIPTION
SW -1
SEWER LATERAL MARKER
❑
SW -2
TRENCH SECTION FOR CONCRETE ENCASED PIPE
F-1
SW -3
PAVEMENT PATCHES
G BE
Q�
SW -5
is
i
SW -6
6" CLEAN OUT
[I
SW -7
41
[�
v ...._... __ _..
INDUSTRIAL SAND TRAP
F-1
x
SAND TRAP
El
SW -11
PANAMA -------------
AP
e
0
t
- -____ lop -------
C49 / .r iii t�.
i
48 J+ /% ,�./"'�^, •' l 1 ; .SF's �.._ _
. •' ++
46 200' 3Qo' 400'
45 P3; 1 =-2000
A.l
140 Y�
i i +
f41 43
139 42 +
138 ' 41t
�� < .:u •gam "�
t 137
40 t
i G
126 39 � `�" U, --, y- ',fit_________- y �
► 128 127 q 38 _ --
125
124 T -- --- r _ --
20 121 122 123 rr 36 _
AL 35
�34 ,
00 + t
103 102 901 1 't'Z133 _
32 r
1 +
94 95 96 97 31 ----------- - _________� ,
! t
,
00
30
-„r
r�
Q z lK
2 23 24 25 26 27 28
E i
f {
________ `_ _ _-
t t 1
�a <r,r, ... � r xu.y>. +n.. .v-.. ,<. <, r...a .-. ,va 1 . <ec> > � �:..I.kv • : »Y » v.t -_Wa6r ...v rr aaY�v<Mx:.ia NI .a..�
__________________ ________________________- - - - - -- --_--___________-_-__________ _______________- __- ___--
low-
_ ___________________________________________________-___-__-_----_________________-___-__-____-__----
LANE NOTE: OFFSITE SEWER CONNECTION TO
CITY TRUNK IS REQUIRED PRIOR
TPAr-T 9C1nf)JAA4 TO OCCUPANCY OF HOMES
COB SEWER SPECIFICATIONS (CONT) 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, FARMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY.
COB TRENCHING NOTES
1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL --OSHA TRENCHING ORDERS AND THE CONTRACTOR
SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE.
2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT --OF --WAY SHALL BE BACKFILLED AND COMPACTED
PER CITY OF BAKERSFIELD STANDARD DETAIL ST --22.
3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN
ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST--6.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING
BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S
EXPENSE.
5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION.
6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE.
CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%.
7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF
REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO
FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR.
NOTE TO CONTRACTOR
ALL MANHOLES AND CLEANOUTS WITHIN TRACT,
INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED
TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS.
EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING
CONE, AND REMOVAL OR "CHANGE OUT OF BARREL RINGS.
D
CITY STANDARD PLATES:
� • THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL
BE CONSIDERED A PART OF THESE PLANS.
(CONTRACTOR TO OBTAIN LATEST EDITION THEREOF.)
SHEETINDEX
SHEET NO. DESCRIPTION
1. TITLE SHEET
Q 2R KEY MAP AND STREET NAMES
3. DESOTO AVENUE
�1pmr - t. i
, MA WIEN—
4 R UMNUC, !Lm AV ur_
51Z HOPEWELL LANE
6A KOBUK STREET
�R
8. DUNGENESS WAY
9R CONESTOGA WAY
10
OWNERISUBDIVIDER
GCWk�W VN1.W1.►l19LLC
Aaf 2 CA92�nW.
Tel. 9*i.2A1.�4ci4
A"
'ENGINEER
� STANTEC CONSULTING INC.
410D sMxuA"- }fit surer r25
1w
www.s an ec.com
/y
'D TfIll JOWpµ Dn1 Q.CE. /Jo. f68'L3 (EKP. q.',0.15
�D
fmffA:iA
EO 9(: M1P4]bl P. �aNR3l utf�Jant Lrr-%V. 1'L: h1.14
BASIS OF BEARINGS.-
THE BEARING OF SOUTH 89"J6147" EAST AS SHORN FOR THE SOUTHERLY
LINE OF THE SOUTHEAST QUARTER OF SECTION 22, T3DS, R26E,. D. M.,
ON KERN COUNTY SURVEYOR'S FILED MAP 7-- 11 BK 6, PAGE 33.
BENCHMARK USED:
TOP OF BRASS CAP IN CONCRETE MONUMENT AT INTERSECTION OF WHITE LANE
AND VIA I GL ESIA. ELEVATION-J59.27 ( U. S. G. S, DATUM )
BENCHMARK SET.'
TOP OF 2"" IRON PIPE AT NORTHEAST CORNER OF SECTION 2,3, TOWNSHIP 30
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, AND
THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY
AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS
AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES,
STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING
CONSTRUCTION.
0if
R.C.E. No. 25993 EXP 3/31108 DA i£
CITY OF BAKERSFIELD
RECOMMENDED FOR APPROVAL:
RA UL ROJA�, PUBLIC WORKS DIRECTOR, RCE 39880 DATE
� O
SS NT PUBL! WORKS DIRECTOR DA fE
Cl OF BAKERSFIELD
I A PPRO VED B Y.-
KERN COUNTY
I HEREBY CERTIFY THA T THESE SEWER PLANS MEET OR EXCEED MINIMUM
KERN COUNTY STANDARDS.
DIRECTOR OF ENGINEERING AND SURVEY SERVICES DATE
�yY
r.
Stantec Consulting Inc.
470o s�ockdalc t Su+tG 125
�e4a, C�. �i�.,oq
TeI. W I -(pl (v 0000
Fm bbl•(vlfo2
www.stantec.com
CITY STD. No.
DESCRIPTION
SW -1
SEWER LATERAL MARKER
❑
SW -2
TRENCH SECTION FOR CONCRETE ENCASED PIPE
F-1
SW -3
PAVEMENT PATCHES
SW -4
MANHOLE, TYPE "A"
SW -5
FRAMES &COVER FOR MANHOLES & CLEANOUTS
❑
SW -6
6" CLEAN OUT
[I
SW -7
HOUSE CONNECTION WITH VCP SADDLE
[�
SW -8
INDUSTRIAL SAND TRAP
F-1
SW -10
SAND TRAP
El
SW -11
HOUSE CONNECTION WITH CAST IRON SADDLE
❑
SW -12
SEWER LIFT STATION VALVE BOX
ST -22
TRENCH BACKFILL &COMPACTION
❑
ST -6
STANDARD PAVEMENT PATCHES
OWNERISUBDIVIDER
GCWk�W VN1.W1.►l19LLC
Aaf 2 CA92�nW.
Tel. 9*i.2A1.�4ci4
A"
'ENGINEER
� STANTEC CONSULTING INC.
410D sMxuA"- }fit surer r25
1w
www.s an ec.com
/y
'D TfIll JOWpµ Dn1 Q.CE. /Jo. f68'L3 (EKP. q.',0.15
�D
fmffA:iA
EO 9(: M1P4]bl P. �aNR3l utf�Jant Lrr-%V. 1'L: h1.14
BASIS OF BEARINGS.-
THE BEARING OF SOUTH 89"J6147" EAST AS SHORN FOR THE SOUTHERLY
LINE OF THE SOUTHEAST QUARTER OF SECTION 22, T3DS, R26E,. D. M.,
ON KERN COUNTY SURVEYOR'S FILED MAP 7-- 11 BK 6, PAGE 33.
BENCHMARK USED:
TOP OF BRASS CAP IN CONCRETE MONUMENT AT INTERSECTION OF WHITE LANE
AND VIA I GL ESIA. ELEVATION-J59.27 ( U. S. G. S, DATUM )
BENCHMARK SET.'
TOP OF 2"" IRON PIPE AT NORTHEAST CORNER OF SECTION 2,3, TOWNSHIP 30
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, AND
THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY
AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS
AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES,
STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING
CONSTRUCTION.
0if
R.C.E. No. 25993 EXP 3/31108 DA i£
CITY OF BAKERSFIELD
RECOMMENDED FOR APPROVAL:
RA UL ROJA�, PUBLIC WORKS DIRECTOR, RCE 39880 DATE
� O
SS NT PUBL! WORKS DIRECTOR DA fE
Cl OF BAKERSFIELD
I A PPRO VED B Y.-
KERN COUNTY
I HEREBY CERTIFY THA T THESE SEWER PLANS MEET OR EXCEED MINIMUM
KERN COUNTY STANDARDS.
DIRECTOR OF ENGINEERING AND SURVEY SERVICES DATE
�yY
r.
Stantec Consulting Inc.
470o s�ockdalc t Su+tG 125
�e4a, C�. �i�.,oq
TeI. W I -(pl (v 0000
Fm bbl•(vlfo2
www.stantec.com
Stantec Consulting Inc.
4700 Stockdale Highway, Suite 125
Bakersfield, CA 93309
Tel 661.616.0000
Fox. 661.616.2400
www.stantec.com
Copyriight Rossived
The Contractor shall verify and be responsible for 011 dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
Stantec Consulting Inc. without clay.
The Copyrights to all des gins and drowings are the property of
Staintec Consuffing -Inc. Reproduction or use for any purpose other than
that authorized by Stantec consulting Inc. is forbidden.
Construction Notes
F-m
u
PROPOSL
C%4
LEGEND:
,..---PIPE SIZE &
DIRECTION
SEWER PIPE
SEWER SERVICE -
STATION &
LENGTH
� i 1 i � .
EXISTING
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
REMISED LATERAL LOCATK*S GG 8-14-14
By Appd. Date
Dwn. Chid. Ds-qn- Date
clienwrojiect
SOUTHERN VALLEY LAND LLC
Title
SEWER PLANS
McALLISTER RANCH
TRACT 5900 2
Kern County, Cal-ifornia
KEY MAP AND STREET NAMES
Scale.
2042497400.. AS SHOWN
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55.331
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27.74
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1 C2
1 110.031
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54-221
294.001
27.191
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109.371
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Stantec Consulting Inc.
4700 Stockdale Highway, Suite 125
Bakersfield, CA 93309
Tel. 661.616.0000
Fax. 661.616.2400
www.stantec.com
WWW '"m
Copyright Res-med
The Contractor shioll-I Verify and be responsible for all dimeinsions. DO
NOT scale the droWing — any errors or omissions shall be reported to
Stontec: Consulting Inc. without deilay.
The Copyrights to all designs and drawings are the property of
Stantec: Cons,ulting Inc. Reiproduction or use for any purpose other than
that authorized by StaMoc Consulting Inc. is forbidden.
CmIstruction Notes
Uj
LLI
CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
E, COVER PER C.B.D.S. PLATE NOS. S-7& S-8.
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4700 Stockdale Highway, Suite 125
Bakersfield, CA 93309
Tel. 661.616.0000
Fox. 661.616.2400
www.staintec.com
Copyrlht Rw&rved
The Contractor stroll verify and be responsible for all dirn.ensions. DO
NOT scale the drawing — any errors- or omissions shall be reported to
Stantec Consulting Inc. without del-ay.
The Copyrights to all designs and drawings are the property of
Stantec Consulting Inc. Reproductiton or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Nolas
CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
REASED LATERAL LOCATIONS
GG 8-14-14
R evision Appd- Date
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4700 Stockdale Highway, Suite 125
Bakersfield, CA 93309
Tel. 661.616.0000
Fax. 6S 1.616.2400
wwstantec.coym
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I
Copyrigh--t Ramed
The Contractor shall verify and be responsib,le for all dimensions. DO
NOT scale the drawing — my errors or omissions shall be reported to
Stantec Consult hg Inc. with-out delay.
i
The Copyrights' to all designs and drawings are the property of
Staintec ConstAting Inc. Ropiroduction or use for any purpose other than
that authorized by Stantec Consulti ng Inc. is forbidden.
1 CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
Q, REVRSED LATERAL LOCATIONS GG 8 -14-14
Revision By
Appd. Date
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4700 Stockdale Highway, Suite 125
Bakersfield, CA 93309
Tel. 661.616.0000
Fax. 6S 1.616.2400
wwstantec.coym
-
I
Copyrigh--t Ramed
The Contractor shall verify and be responsib,le for all dimensions. DO
NOT scale the drawing — my errors or omissions shall be reported to
Stantec Consult hg Inc. with-out delay.
i
The Copyrights' to all designs and drawings are the property of
Staintec ConstAting Inc. Ropiroduction or use for any purpose other than
that authorized by Stantec Consulti ng Inc. is forbidden.
1 CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
Q, REVRSED LATERAL LOCATIONS GG 8 -14-14
Revision By
Appd. Date
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PROPOS D FINISH GRA E ABOVE PIPE- RIM=336.72
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RIM 335.87 .01
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4700 Stockdale Highway, Suite 125
Bakersfield, CA 93309
Te-I. 661.616.0000
Fax. 661.616.2400
www.stante.c.com
AM
Copytht Remrved
The Contractor shall verify and be responsible for a41 dimensions. DO
NOT scale the draw .9 in — any errors or ommissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all defigm and drawings are the property of
Stantec Comulting Inc. Reproduction or use for any purpose other than
that outhorized by Stantec Consulting Inc. is forbidden.
0 1.- . -.1 41
CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
--- -----
,& REASED LATERAL LOCATK)NS GG 8-14-14
Rile Name:
BY Appd. Date
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Project No. scale
2N24974,00 AS SHOWN
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Drawing No. Sheet Revision
C�J nA
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C/ L CURVE TABLE
SEWER CA
CURVE TABLE
CURVE
LENGTH
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CURVE
LENGTH
RADIUS
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C 1-
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AP ROVED BY.• MARIAN P SHAW R-CE 32178 (EXP 12131114)
EXISTING G -OUND AT C/4
PROPOS D FINISH GRA E ABOVE PIPE- RIM=336.72
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RIM 335.87 .01
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4700 Stockdale Highway, Suite 125
Bakersfield, CA 93309
Te-I. 661.616.0000
Fax. 661.616.2400
www.stante.c.com
AM
Copytht Remrved
The Contractor shall verify and be responsible for a41 dimensions. DO
NOT scale the draw .9 in — any errors or ommissions shall be reported to
Stantec Consulting Inc. without delay.
The Copyrights to all defigm and drawings are the property of
Stantec Comulting Inc. Reproduction or use for any purpose other than
that outhorized by Stantec Consulting Inc. is forbidden.
0 1.- . -.1 41
CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
--- -----
,& REASED LATERAL LOCATK)NS GG 8-14-14
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BY Appd. Date
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127.44
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APPROVED B W RCE 32178 (EXP 12I31114)
Y: MARIAN P .: SHA
Stantec Consulting Inc.
4700 Stockdale Highway, Suite 125
Bakersfield, CA 93309
Tel. 661.616.0000
Fax. 661.616.2400
www.stantecmm
Copyriglt Res"d
The Contractor sholl verify and be responsible for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
Stontec Consulting Inc. without detay.
The Copyrights to G11 designs aM drawings are the property of
Stontoc Consulting Inc. Roproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Gm,* n N*S
CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
REMSED LATERAL LOCATKAS GG 8-14-14
Re vi Appd. Date
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325
320
,Lc-wpj
it li
KOBUK STREET
(SEE SHEET 6)
SEWER CA CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
F C
47.08
294.00
23.59
9* 10'29"
DUNGENESS
CA CURVE TABLE
.CURVE
LENGTH
RADIUS
TANGENT
DELTA
C2
48.04
300.00 1
24.07
9*10126�
wA r
-V481*12' 221.E
...................................
HOPEWELL LANE
(SEE SHEET 5)
10 12 13 14 15 16 17 18
kylous
335
330
325
320
315
........................
75P 100
0
=50 H ------------ ----------------------------------------------------
1" 59V
0 5' 7#6" 10
Stantec Consulting Inc.
4700 Stockdale Highway, Suite 125
Bakersfield, CA 93309
Tel. 661.616.01000
Fax. 661.616.2400
www.stantec.com
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scaile the drowing — any errors or omissions shell be reported to
Stantoc Consulting Inc. without clay.
The Copyrights to oJI desitgns and drawings are the property of
Staintec 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.
Appd. Date
Y
KOVI BY
SM
PROPOSED
FINISH
GRADE AB011E
PIPE
Dwn. Chkd.
Ds9n. Date
0
(0
EXIST:NG
GROUND AT
C
0)
RIM=336.84
Q0
0
C
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a-
SO THE RIB VALLEY LAND LLC
LLI
V)
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SEWER PLANS
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D A
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Kern Colunty, Califomits
ch
/
Tile
RIM=336.'7
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0
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qt
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MR
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0
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FL=330.83
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Cm 1
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INV=32
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LACE 395 LF
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10 12 13 14 15 16 17 18
kylous
335
330
325
320
315
........................
75P 100
0
=50 H ------------ ----------------------------------------------------
1" 59V
0 5' 7#6" 10
Stantec Consulting Inc.
4700 Stockdale Highway, Suite 125
Bakersfield, CA 93309
Tel. 661.616.01000
Fax. 661.616.2400
www.stantec.com
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scaile the drowing — any errors or omissions shell be reported to
Stantoc Consulting Inc. without clay.
The Copyrights to oJI desitgns and drawings are the property of
Staintec 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.
Appd. Date
Y
KOVI BY
SM
L_
0
File Name.:
Dwn. Chkd.
Ds9n. Date
0
(0
15
0)
C'r
Q0
0
C
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V)
Client/P roject
a-
SO THE RIB VALLEY LAND LLC
LLI
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SEWER PLANS
cn
M INCH MCALLISTE
D A
T UXII-MACT 5900 2
°'
Kern Colunty, Califomits
ch
/
Tile
1_01
DUNLO"3ENESS WAY
0
0
0)
qt
Proie d- NO. Scale
MR
(N
0
2,042497400 AS SHOWN
N
>
:F-
Drawing No. Sheet
U
Rev i ' win
Cm 1
O�6 8R of 10
SEWER C CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
C1
68.54
394.00
34.36
9*58'00"
C2
68.54
394.00
34.36
9'058'00"
CA CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
C3
1 139.161
400.00
1 70.291
19 °56'01
335
330
325
320
315
41(11
(SEE SHEET 5) (SEE MAJOR ROADS PHAbL 1.1 1Mt-0KUVtMr-1'41
NOTE: LOT LINES AND LOT NUMBERS HAVE BEEN REVISED.
CONESTOGA
WA Y
10 11 12 13 14 15 16
335
330
325
SEWER
320
315
310
1 —50 H 0 50' 75* 100
m mWiff
1 " =5'V 1 0 'm 'W 1W%
0 59 7#6* 10
kk&ED BY.• • �5 I,T�SAt R�: � =f�Sia3 («�cit
7 A/
APPR-OVED BY.• AiARIAN P SHAW RCE 32178 (EXP� 12I3111 "4'
)
Stantec Consulting Inc.
4700 Stockdale Highway, Suite 125
Bakersfield, CA 93309
Tel. 661.616.0000
Fox. 661.616.2400
www.stantec.com
Cq)yrigIht Rmm*
The Contractor shall verify and be responsible for all dim ensions. DO
NOT scalle the drawing — any errors or omissions sholl be reported to
Stantec Consulting Inc. without delay.
The Copyrigihts to all des-igins and d,rawing s- are the property of
Stantec Consulting Inc. Reproduction or use for any purpose other than
that authorized by Stantec Consulting Inc. is forbidden.
Construction Nolles
CONSTRUCT STANDARD PRECAST MANHOLE TYPE "A" AND
COVER PER C.B.D.S. PLATE NOS. S-7 & S-8.
A
REVISED LATERAL LOCATIONS GG
8-14-14
Rev in By Appd. Date
0
File Nome:,
Dwn. Chkd. Dsqn. Date
(0
K)
66
Imw
LO
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:ft 3
cr)
V
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CHOWProject,
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SOUTHERN VALLEY LAND LLC
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SEWER PLANS
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MCALLISTER RANCH
TRACT 5900 2
�'
Kern County, Califolmia
ch
Tile
T O GA WAY
0
Pmo d- No. Sicale
2042497400 AS SHOWN
Drawing No. Shest Revision
3L
C�l 07 9 R Of 10
CA CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
C1
52.05
400.00
26.06
7`27' 19"
C2
231.34T
1280.00
115.918
1 10'21'19„
SEER CA CURVE TABLE
CURVE L
LENGTH R
RADIUS T
TANGENT D
DELTA
C3 9
91.25 1
12006.00, 4
45.64 4
4 °03'55"
340
335
330
325
320
Ai
CREELEY
------------------
STREET
NOTE: LOT LINES AND LOT NUMBERS HAVE BEEN REVISED.
............ X, Stanttec Consulting Inc.
..............
.............
4700 Stockdale Highway, Suite 125
Bakersfield, CA 93309
Tel. 661.616.0000
....................
Fox. 661.616.2400
0 75f 10-0- X X
..................
1 =50'H
:X
www.stontec.colm
1 =51V ------------- - -----------------------------------------------
............
0 52 7#6" 10 NAL
P r
..............
APPROVED BY.• MARIAN P SHAW RCE 32178 (EXP 12131/1
Copyr ht Rmirved
The Contractor shell verify and be responsible for all dimensions. DO
NOT scole the drawing - any errors or omissions shall be reported to
StGnteC ConSulting Inc. without delay.
The Copyrights to all designs and drawings are the pro
pmem rty of
Stontec Consulting Inc. Reproduct"ton 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.
REVASED LATERAL LOCATIONS GG 8-14-14
RIM=3%'W 8.02
RIM=337.33 ... .. X
RIM':337.67
jjle���
340
rZ
Appd. Date
RIIA=336.73 0
Revision >1
F Name :
File
- - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - -
Dwn. Chkd. Dsg,n. Date
335
co
E36
3a, V
C"
INV=331.16 (IN)
INV=331.06 (OUT) c6
0
V1
INV=331.78 =330.24 IN(S
P
PLACE 176 LF OF 8 V1.01
PLA E 265 LF OF 8" PVC, IN =330.14 OUT
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SDR . . ..........
INV=331.57
SD —35 AT S=O. !05
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10 11 2 13 14 15 16
Title
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