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SHEET INDEX
SHT. -DWG. SHEET TITLE
1 G01 TITLE SHEET AND LOCATION MAP
2 G-02 SHEET INDEXAND CONSTRUCTION NOTES
3 C=01 PIPELINE PLAN
4 C-02 PIPELINE PLAN
5 C=03 PIPELINE PLAN
6 DD-01 PIPING DETAILS
DD-02 PIPING DETAILS
8 PIPING DETAILS
'9 DD-04 CANAL CROSSING AT KROLL WAY
10 DD-05 CANAL CROSSING AT KROLL WAY-PIPE SUPPORT DETAILS
CITY ACKNOWLEDGEMENT OF WATER PLANS FOR
CONSTRUCTION - AND APPROVAL OF PLANS BY
SIGNATURE DOES NOT ABROGATE CITY WRITTEN
SPECIFICATIONS BY OMISSION.-OR MISINTERPRETATION,
AUTHORIZED CITY INSPECTORS R AGENTS MAY
REQUIRE CHANGES IN PLANS BEFORE CERTIFICATION
AND ACCEPTANCE- IN ORDER TO COMPLY WITH
STANDARD SPECIFICATIONS,
ANY CHANGES TO THE APPROVED PLANS OR
SPECIFICATION SHALL BE REVIEWED BY ARVIN-EDISON
WATER STORAGE DISTRICT PRIOR TO CONSTRUCTION,
STREET PERMIT IS REQUIRED FOR WORK IN CITY RIGHT
GEWfBFY'MARK:
B.M. - CHISELED "SQUARE" TOP OF THE MOST
SOUTH EASTERLY PARKING CURB IN PARKING LOT
E EL-, 374-41 PER MCINTOSH DATUM,
N. 11,108,87
E 9,317.72
BASIS OF BEARING:
THE BEARING N89'11'24 "W AS SHOWN FOR THE
CENTERLINE -OF CAMINO MEDIA I ON PARCEL MAP N0.
10291 RECORDED ON PARCEL MAP BOOK 48, AT PAGE
817 IN THE OFFICE OF THE KERN COUNTY RECORDER
WAS USED AS THE BASIS OF -BEARING FOR THIS MAP,
WEST END EAST END
N 10,021.21 N 101000.00
8t499.99 E 10,000.00
RECORD DRAWING
Date: 10 -16 -13
These record drawings apply only to those facilities constructed
.under the contract identified in the title block and have been
prepared, in part, on the basis Of information compiled and
furnished by others. The Engineer/Architect will not be
responsible; for any errors or omissions which have been
incorporated into this drawing as a result of the work by others.
CALIFQRNIA STATE UNIVERSTV
BAKERSFIELD
9001 Stockdale Highway, Bakersfield CA 93 311
����, STATE ���
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EXCELL NCE
PARTNERSHIPS 1*151
COMMUNITY
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APPROVED BY
IFORNIA STATE UNI/EIISITY BAKERSFIELD ATE
LA t 1.�
ARVIN-EDISON WATER S ORAGE DISTRICT DATE
ITY OF AKE FIELD WATER DEPARTMENT DATE
CITY OF BAKERSFIELD PUBLIC WORKS /��
DATE
ROJECT
IRRIGATION MAIN LINE
EXTENSIQN PROJECT
PROFESS— I �nn
-IV
0
ECT ENG. w N0.65403
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DATE
C I V I
of-
C.
A,
ACCOUNT NUMBER FILE NUMBER
60185699 S-2475
SHEET NUMBER OF
SHEETS
10
A r�0%ftji
AE.COM USA) Inc,
5001 E. Commercenter Dr, Suite 100
Bakersfield, California 93309
T 661-325,7253 F 651-395.0359
www.aecom.com
Co.
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D
ALL MATERIALS SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE PRIOR TO
FIVE FEET (5') OF ANY EXISTING- OR PROPOSED WALLS, STREET LIGHTS, OR ANY.
1
2 3
4
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MARK rn
9. ANY EXISTING OR PROPOSED TREE SHALL BE REQUIRED A MINIMUM FIVE FOOT (5')
SHALL BE BROUGHT UP TO THE VALVE. BOXES AT ALL VALVE BOX LOCATIONS ALONG WATER
S
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CITY OF BAKERSFIELD WATER RESOURCES FIRE WATER NOTES:
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CONSTRUCTED. UPON EXTENSION OF WATER LINE WHARF HYDRANTS SHALL BE
1. FIRE WATER SERVICES SHALL CONFORM TO N.F.P. CHAPTER 13 SPECIFICATIONS AND
14 REMOVED AND RELOCATED TO THE NEXT BOUNDARY.
OWNER'S REPRESENTATIVE.
11. CONTRACTOR TO INSTALL METER BOXES. CITY INSTALLS METERS.
SHALL BE INSPECTED BY CITY OF WATER. RESOURCES DEPARTMENT
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING. THE COURSE OF CONSTRUCTION
7�
m
INCLUDING ALL PIPING.' KICKERS, CONNECTIONS FROM. THE CITY WATER. MAIN TO THE
OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT
4.
SH.EET INDEX WATER DEPARTMENT PERSONNEL OR ITS REPRESENTATIVE AGENTS.
i
1h
BUILDING, INCLUDING THE RISER.,
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
E
THE `CALIFORNIA WATERWORKS STANDARDSn DISCUSSED IN TITLE 22> CHAPTER 16, ARTICLE 5
2. ALL ANGLE POINTS WILL CONCRETE KICKERS AS PER CITY WATER STANDARDS.
R.
WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE
VERIFY SCALES OESIGN BY PROJECT ENGINEER
FESS�
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JHS
BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE
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3. F.D.C. WILL BE A MAXIMUM DISTANCE OF 10 FT. FROM FLOWLINE OF CURB AND
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ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON, THIS PROJECT,
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GUTTER AND 150 FT. MAXIMUM DISTANCE FROM A PUBLIC'. FIRE HYDRANT.
4 CHECKED BY PROJECT NUMBER No.65403 AEC(
`� 5001
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REPRESENTATIVE,,
IF NOT ONE INCH ON KBD 60185699 * BOke
J'T � P T 6E
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THIS SHEET, ADJUST DATE CADD STANDARDS 9 r � y \
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SCALES ACCORDINGLY OF �p� \FO
APRIL. 2011
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4. FIRE SERVICE SHALL NOT PASS THROUGH ANY FOOTINGS.
REV DATE DESCRIPTION naaa
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1 2 3 4
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z 5. ANY FLOOR OR WALL PENETRATIONS SHALL BE SLEEVED AND INCLUDE A FLEXIBLE
PRIOR TO START OF CONSTRUCTION OPERATIONS, A TRAFFIC CONTROL PLAN TO THE:
RA110 (DR) NUMBER, AWWA C900, PRESSURE CLASS, MANUFACTURER'S NAME, 'AND .SEAL OF
MATERIAL WITHIN THE* ANNULAR SPACE.
THE TESTING AGENCY THAT THE SUITABILITY OF THE PIPE MATERIAL FOR WATER
TRAFFIC CONTROL PLANS DETAIL THAT.MAY- BE REQUIRED BY THE OWNER'S
SERVICE.
0 200 400 600
1
z 6. RISER INTO BUILDING SHALL BE A STAINLESS STEEL ONE PIECE UNIT WITHIN THE
BUILDING FOOTPRINT AND SHALL MAINTAIN A ONE FT. CLEARANCE MINIMUM FROM
6.
THE CONTRACTOR SHALL EXERCISE PROPER 'DARE IN THE CONSTRUCTION OF THE 11E -1N
SCALE IN FEET
ALL WALLS. RISER SHALL TERMINATE 18". ABOVE FINISH FLOOR ELEVATION.
'
LOCATIONS AS TO NOT CONTAMINATE THE EXISTING WATER SYSTEM-,
REPRESENTATIVE.
6.,
7. FIRE SERVICE SHALL BE SHOWN TO PASS A 200 PSI 2 HR TEST DOCUMENTED BY
��
THE CONTRACTOR SHALL COORDINATE ALL TIE -INS AND CONNECTIONS WITH CSUB.
's
CITY OF BAKERSFIELD WATER RESOURCES.
80
CHARGING THE WATERLINE AND WATER SERVICE PIPING. TO THE OWNER'S SYSTEM
7.
TRAFFIC REGULATION AND CONTROL -SHALL BE- IN ACCORDANCE WITH SPECIFICATION
PRESSURE SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE.
8. A CIVIL ENGINEERED SET OF PLANS SHALL BE SUBMITTED TO.THE CITY OF
g.
ALL TIE -INS TO THE EXISTING WATER SYSTEM SHALL. BE PERFORMED IN THE PRESENCE OF
BAKERSFIELD WATER RESOURCES FOR REVIEW AND SIGNATURE, CLEARLY REFLECTING
THE OWNER'S REPRESENTATIVE.
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THE ABOVE CRITERIA. PLANS SHALL. BE SUBMITTED T OF BAKERSFIELD WATER
10.
THE CONTRACTOR SMALL VERIFY LOCATIONS AND DEPTHS OF EXISTING CONNECTION POINTS
RESOURCES WITH PRIOR FIRE DEPARTMENT APPROVAL CLEARLY INDICATED.
AGENCY AND UTILITY COMPANY NOTES:
PRIOR To CONSTRUCTION OR DIRECTIVE. ACTION,
11.
ALL NEW WATERLINES AND WATER SERVICE PIPING SHALL BE PRESSURE TESTED AND
1.
THE LOCATIONS .OF EXISTING U11LITIES AND UNDERGROUND PIPELINES SHOWN ON THESE
C
PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION
SYSTEM.
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12.
NO WATER SERVICE SHALL BE WITHOUT WATER FOR MORE THAN EIGHT (8) HOURS.
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ALL MATERIALS SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE PRIOR TO
FIVE FEET (5') OF ANY EXISTING- OR PROPOSED WALLS, STREET LIGHTS, OR ANY.
an
BENCH OTHER OBSTRUCTIONS.
G�
B
MARK rn
9. ANY EXISTING OR PROPOSED TREE SHALL BE REQUIRED A MINIMUM FIVE FOOT (5')
SHALL BE BROUGHT UP TO THE VALVE. BOXES AT ALL VALVE BOX LOCATIONS ALONG WATER
HORIZONTAL CLEARANCE FROM ANY WATER MAIN LINE.
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10. INSTALL WHARF HYDRANTS AT PHASE BOUNDARIES IF SUBSEQUENT PHASES ARE NOT
CONSTRUCTED. UPON EXTENSION OF WATER LINE WHARF HYDRANTS SHALL BE
4.
14 REMOVED AND RELOCATED TO THE NEXT BOUNDARY.
OWNER'S REPRESENTATIVE.
11. CONTRACTOR TO INSTALL METER BOXES. CITY INSTALLS METERS.
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING. THE COURSE OF CONSTRUCTION
7�
12. ALL EXISTING WATER VALVES SHALL BE OPERATED SOLEY BY AUTHORIZED CITY
OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT
4.
SH.EET INDEX WATER DEPARTMENT PERSONNEL OR ITS REPRESENTATIVE AGENTS.
P�
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
E
THE `CALIFORNIA WATERWORKS STANDARDSn DISCUSSED IN TITLE 22> CHAPTER 16, ARTICLE 5
LO
WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE
VERIFY SCALES OESIGN BY PROJECT ENGINEER
FESS�
U
JHS
BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE
m
SERVICES REGULATIONS, EVERY .EFFORT WILL BE MADE TO ADHERE TO THESE STANDARDS.
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ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON, THIS PROJECT,
ON oeiciNnL N
VENE
ell
4 CHECKED BY PROJECT NUMBER No.65403 AEC(
`� 5001
*
D DRAWING RECQR
Date: 10-1.6-13'-
I only to e facilities These record drawings apply o y t t s a s constructed
under the contract identified in the title block and have been
prepared, in part, on the basis of information compiled and
furnished by others. The Engineer /Architect will not be
responsible for any errors or omissions which have been
incorporated into this drawing as a result of the work by others.
4 - r
� SHEET C-02A
4� CITY OF WATER RESOURCES STANDARD GENERAL NOTES:
m 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD,
' WATER RESOURCES DEPARTMENT.- CURRENT STANDARDS AND SPECIFICATIONS FOR
Ja DOMESTIC WATER SYSTEMS.
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W
s 2. CONNECTION TO THE CITY OF BAKERSFIELD WATER SYSTEM AND INSPECTION OF NEW
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INSTALLATIONS, SHALL NOT BE ALLOWED, WITHOUT VERIFICATION OF PAYMENT OF ALL
ASSOCIATED WATER AVAILABILITY FEES. AND INSPECTION /METER SET FEES.
. . . . . . . . . . . . .
3. BACKFILL. AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH. THE CITY
4 ! OF BAKERSFIELD STD. DWG. W -1 AND 5 -39, EXCEPT AS NOTED ON THE PLANS.
W � ' 4. WATER LINE TRENCHES SHALL NOT BE SHARED WITH ANY OTHER UTILITY, WITH THIS
REQUIREMENT CLEARLY INDICATED ON THE WATER AND UTILITY PLANS FOR THE
DEVELOPMENT.
5. THE CONTRACTOR. SHALL VERIFY BY POTHOLING, THE EXACT LOCATION OF ALL
CONNECTION POINTS AND ALL OTHER UTILITIES OR APPURTENANCES THAT MAY
POTENTIALLY INTERFERE WITH INSTALLATION OF WATER IMPROVEMENTS PRIOR TO
o PERFORMING WORK.
c iininroroniinin crovirr Al ror cunii or r(WrnrTrn A irecr TWO !0\ wnovinir_
DAYS PRIOR TO CONSTRUCTION, 1- 800 - 227 -2600.
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0 7. CALIFORNIA WATER SERVICE COMPANY,. AS AGENT FOR INSPECTION TO THE CITY OF
o BAKERSFIELD SHALL BE NOTIFIED AT LEAST FOURTH -EIGHT (48) HOURS PRIOR TO
z START OF CONSTRUCTION, 661 - 837 -7200.
O R MAITR G(`Tf1R TO MCI IRF T4JdT Al I FIRE HVf1R4NTC SH AI I N(1T RF PI ArFfl WITHIN
J
ALL MATERIALS SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE PRIOR TO
FIVE FEET (5') OF ANY EXISTING- OR PROPOSED WALLS, STREET LIGHTS, OR ANY.
an
BENCH OTHER OBSTRUCTIONS.
BEING USED FOR CONSTRUCTION OR INSTALLED. THE. OWNER'S REPRESENTATIVE HAS..:
MARK rn
9. ANY EXISTING OR PROPOSED TREE SHALL BE REQUIRED A MINIMUM FIVE FOOT (5')
SHALL BE BROUGHT UP TO THE VALVE. BOXES AT ALL VALVE BOX LOCATIONS ALONG WATER
HORIZONTAL CLEARANCE FROM ANY WATER MAIN LINE.
CIO
A
MAINS AND UP TO THE WATER METER BOX FOR'WATER SERVICE PIPING. DETECTOR WERE
10. INSTALL WHARF HYDRANTS AT PHASE BOUNDARIES IF SUBSEQUENT PHASES ARE NOT
CONSTRUCTED. UPON EXTENSION OF WATER LINE WHARF HYDRANTS SHALL BE
4.
14 REMOVED AND RELOCATED TO THE NEXT BOUNDARY.
OWNER'S REPRESENTATIVE.
11. CONTRACTOR TO INSTALL METER BOXES. CITY INSTALLS METERS.
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING. THE COURSE OF CONSTRUCTION
12. ALL EXISTING WATER VALVES SHALL BE OPERATED SOLEY BY AUTHORIZED CITY
OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT
4.
SH.EET INDEX WATER DEPARTMENT PERSONNEL OR ITS REPRESENTATIVE AGENTS.
P�
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
t�
THE `CALIFORNIA WATERWORKS STANDARDSn DISCUSSED IN TITLE 22> CHAPTER 16, ARTICLE 5
LO
WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE
VERIFY SCALES OESIGN BY PROJECT ENGINEER
FESS�
C-q C>
JHS
BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE
m
SERVICES REGULATIONS, EVERY .EFFORT WILL BE MADE TO ADHERE TO THESE STANDARDS.
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ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON, THIS PROJECT,
ON oeiciNnL N
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4 CHECKED BY PROJECT NUMBER No.65403 AEC(
`� 5001
*
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REPRESENTATIVE,,
IF NOT ONE INCH ON KBD 60185699 * BOke
J'T � P T 6E
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(10 Ln
AND THE OWNER.
THIS SHEET, ADJUST DATE CADD STANDARDS 9 r � y \
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SCALES ACCORDINGLY OF �p� \FO
APRIL. 2011
REV DATE DESCRIPTION naaa
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1 2 3 4
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(CAST IRON PIPE O.D. BASE IS REQUIRED),- THE MATERIAL CODE (PVC 1120), THE DIMENSION
5 6 7 8
01
GENERAL NOTES: WATER IMPROVEMENTS AND CONSTRUCTION NOTES:
1. WORK, IN CITY RIGHT-OF-WAY'SHALL BE PERFORMED, ACCORDING TO THE'LATEST, 1, ALL WATERLINES SHALL BE INSTALLED SO THAT THE TOP OF PIPE AND FITTINGS ARE,NOT
EDITION OF THE CITY OF BAKERSFIELD STANDARDS.AND THESE DRAWINGS. SHOULD. LESS THAN THIRTY SIX (36) INCHES BELOW PAVING OF THE STREET, (42- INCHES IN
THERE EXIST AND ARISE A CONFLICT, THE CONTRACTOR SHALL ALERT THE OWNER'S THE CITY OF BAKERSFIELD RIGHT -OF -WAY) UNLESS A GREATER DEPTH, IS SPECIFIED IN THE
REPRESENTATIVE PRIOR TO ANY CONSTRUCTION OR DIRECTIVE ACTION. EXCAVATION AND/OR. ENCROACHMENT PERMIT,
2. ALL,.WORK SHALL BE EXECUTED TO COMPLETION WITHOUT DELAY SO AS TO-PROVIDE 2. PROVIDE ALL BURIED WATERLINES INCLUDING WATER SERVICE PIPING WITH IDENTIFICATION
MINIMUM INCONVENIENCE TO ADJACENT, PROPERTY OWNERS AND THE PUBLIC. TAPE LABELED CAUTION BURIED WATER MAIN BELOW" 18 TO 24 INCHES ABOVE THE p
WATERLINE.
3.
ALL MATERIALS SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE PRIOR TO
3.
ALL WATERLINES INCLUDING WATER SERVICE PIPING SHALL HAVE A N0, 10 BARE SOFT
BEING USED FOR CONSTRUCTION OR INSTALLED. THE. OWNER'S REPRESENTATIVE HAS..:
COPPER DETECTOR WIRE PLACED OVER THE PIPELINE PRIOR TO BACKFILUNG. THE DETECTOR
THE AUTHORITY TO REJECT THE USE OF MATERIALS THAT ARE DAMAGED AND /OR
SHALL BE BROUGHT UP TO THE VALVE. BOXES AT ALL VALVE BOX LOCATIONS ALONG WATER
NON - COMPLIANT WITH THE PLANS AND SPECIFICATIONS.
MAINS AND UP TO THE WATER METER BOX FOR'WATER SERVICE PIPING. DETECTOR WERE
SHALL BE SECURED TO THE VALVE OR METER BOX IN A MANNER ACCEPTABLE TO THE
4.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
OWNER'S REPRESENTATIVE.
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING. THE COURSE OF CONSTRUCTION
OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT
4.
SEPARATION OF POTABLE AND NON- POTABLE WATER MAINS SHALL BE IN COMPLIANCE WITH.
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
THE `CALIFORNIA WATERWORKS STANDARDSn DISCUSSED IN TITLE 22> CHAPTER 16, ARTICLE 5
WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE
OF THE CALIFORNIA CODE OF REGULATIONS AND:. THE, CALIFORNIA DEPARTMENT OF HEALTH
ENGINEER AND THE OWNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
SERVICES REGULATIONS, EVERY .EFFORT WILL BE MADE TO ADHERE TO THESE STANDARDS.
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON, THIS PROJECT,
ANY DEVIATION. FROM THESE STANDARDS WILL REQUIRE THE APPROVAL OF THE OWNER'S
EXCEPTING THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER
REPRESENTATIVE,,
AND THE OWNER.
50
EACH STANDARD- LENGTH OF PVC PIPE AND COUPLING, IF ..SEPARATE SLEEVE -TYPE
COUPLINGS ARE SHALL BE MARKED WITH THE NOMINAL- DIAMETER, THE O.D. BASE
5.
THE CONTRACTOR SHALL SUBMIT, NOT LESS THAN 14 (FOURTEEN) WORKING DAYS
(CAST IRON PIPE O.D. BASE IS REQUIRED),- THE MATERIAL CODE (PVC 1120), THE DIMENSION
PRIOR TO START OF CONSTRUCTION OPERATIONS, A TRAFFIC CONTROL PLAN TO THE:
RA110 (DR) NUMBER, AWWA C900, PRESSURE CLASS, MANUFACTURER'S NAME, 'AND .SEAL OF
OWNER'S REPRESENTATIVE FOR APPROVAL. PREPARATION OF ANY ADDITIONAL
THE TESTING AGENCY THAT THE SUITABILITY OF THE PIPE MATERIAL FOR WATER
TRAFFIC CONTROL PLANS DETAIL THAT.MAY- BE REQUIRED BY THE OWNER'S
SERVICE.
REPRESENTATIVE DURING.THE COURSE OF THE WORK SHALL BE THE CONTRACTOR'S
RESPONSIBILITY. NO WORK SHALL BEGIN INVOLVING OR REQUIRING ALTERNATE TRAFFIC
6.
THE CONTRACTOR SHALL EXERCISE PROPER 'DARE IN THE CONSTRUCTION OF THE 11E -1N
C
CONTROL. UNTIL. A TRAFFIC CONTROL PLAN IS APPROVED'BY THE OWNERS
LOCATIONS AS TO NOT CONTAMINATE THE EXISTING WATER SYSTEM-,
REPRESENTATIVE.
6.,
THE TRAFFIC CONTROL PLAN, SHALL BE PREPARED AND `PROVIDED BY A CALIFORNIA
��
THE CONTRACTOR SHALL COORDINATE ALL TIE -INS AND CONNECTIONS WITH CSUB.
LICENSED CIVIL ENGINEER OR. TRAFFIC ENGINEER.
80
CHARGING THE WATERLINE AND WATER SERVICE PIPING. TO THE OWNER'S SYSTEM
7.
TRAFFIC REGULATION AND CONTROL -SHALL BE- IN ACCORDANCE WITH SPECIFICATION
PRESSURE SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE.
SECTION. 015526 AND. CALTRANS STANDARD PLANS AND SPECIFICATIONS,.
g.
ALL TIE -INS TO THE EXISTING WATER SYSTEM SHALL. BE PERFORMED IN THE PRESENCE OF
THE OWNER'S REPRESENTATIVE.
10.
THE CONTRACTOR SMALL VERIFY LOCATIONS AND DEPTHS OF EXISTING CONNECTION POINTS
AGENCY AND UTILITY COMPANY NOTES:
PRIOR To CONSTRUCTION OR DIRECTIVE. ACTION,
11.
ALL NEW WATERLINES AND WATER SERVICE PIPING SHALL BE PRESSURE TESTED AND
1.
THE LOCATIONS .OF EXISTING U11LITIES AND UNDERGROUND PIPELINES SHOWN ON THESE
FLUSHED PER PLANS ,AND. SPECIFICATIONS PRIOR TO CONNECTION TO CSUB'S EXISTING
PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION
SYSTEM.
OF ALL EXISTING U1ILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. THE
CONTRACTOR ASSUMES ALL LIABILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES
12.
NO WATER SERVICE SHALL BE WITHOUT WATER FOR MORE THAN EIGHT (8) HOURS.
OCCASIONED BY HIS FAILURE- TO EXACTLY LOCATE, PRESERVE, AND PROTECT. ANY AND ALL
UNDERGROUND U1ILITIES AND PIPELINES. ALL MANHOLE COVERS,- VALVE BOX LIDS, AND
13.
ALL EXISTING WATERLINES TO BE ABANDONED IN PLACE SHALL BE CAPPED,. PLUGGED, OR
UTILITY COVERSt INCLUDING MONUMENTS, SHALL BE ADJUSTED TO THE FINAL GRADE AND IN
gL,IND FLANGED. EXISTING WATER. SERVICE PIPING TO BE REPLACED SHALL BE REMOVED AND
ACCORDANCE WITH THE RESPONSIBLE AGENCY'S REQUIREMENTS.
DISPOSED. OF.
2.
THE ;CONTRACTOR SHALL. CONTACT UNDERGROUND SERVICE ALERT (U,S.A.) AND. THE CSUB
14.
THE CONTRACTOR SHALL IDENTIFY LOCATIONS WHERE TUNNELING EXCEEDS FIVE (5) LINEAR.
FACILITIES DEPARTMENT AT LEAST TWO (2) WORKING D TO THE START OF
FEET PRIOR TO BIDDING AND INCLUDE ANY COST ASSOCIATEQ W ITH CURB, GUTTER, AND
CONSTRUCTION TO MARK THE LOCATIONS OF EXISTING I UTILITY. LINES. THE CONTRACTOR
SIDEWALK REPLACEMENT INTO THE APPROPRIATE BID ITEM. CURB, GUTTER, AND SIDEWALK
SHALL CONTACT AND COORDINATE WITH ALL UTILITY COMPANIES AND AGENCIES WITH
REPLACEMENT .SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER.
SERVICES IN THE AREA PRIOR TO COMMENCING ANY CONSTRUC110N ACTIVITIES AND SHALL
COORDINATE ANY ADJUSTMENTS OR RELOCATION'S FOR FACILITIES AFFECTED BY THE
15.
ALL FITTINGS .SHALL HAVE THRUST BLOCKS. IN ACCORDANCE WITH CITY OF BAKERSFIELD
CONSTRUC110N. THE CONTRACTOR SHALL PROVIDE TO .THE OWNER'S REPRESENTATIVE
STANDARD DETAIL W -2.
FORMAL, WRITTEN CONTACT AND COORDINATION DOCUMENTATION BETWEEN ALL UTILITY
COMPANIES AND AGENCIES IF REQUESTED.
16.
ALL PIPING SHALL BE PLACED IN LEVEL OR CONTINUOUSLY UPHILL OR CONTINUOUSLY
DOWNHILL RUNS TO THE POINTS OF SERVICE. HIGH OR LOW POINTS ARE STRICTLY FORBIDDEN.
FAILURE TO .'COMPLY MAY RESULT IN THE NEED FOR AN AIR RELEASE VALVE ASSEMBLY OR A
ARV1N=ED1,S0N WATER STORAGE NOTES.
BLOWOFF ASSEMBLY, IF EITHER (OR BOTH) ARE REQUIRED, THE CONTRACTOR SHALL PROVIDE
AS NEEDED FOR NO ADDITIONAL COMPENSATION OF ANY KIND,
1.
THE LICENSEE (CALIFORNIA STATE UNIVERSITY BAKERSFIELD). SHALL POST AND MAINTAIN
17.
THE PIPELINE ALIGNMENT IS SUBJECT TO MINOR CHANGES PROMPTED BY OWNER PREFERENCE.
SIGNAGE ON BOTH SIDES OF THE CROSSING. THE .SIGNS ARE TO INCLUDE 24 -HOUR
THE PROJECT BID SHALL ACCOMMODATE MINOR CHANGES AT NO ADDITIONAL COST.
EMERGENCY CONTACT TELEPHONE NUMBERS.
18.
THE PROJECT 'SCHEDULES" IN THE BID SCHEDULE ARE DIVIDED AS SHOWN ON
2.
CONTRACTOR SHALL NOTIFY ARVIN- EDISON WATER STORAGE DISTRICT 48 -HOURS IN ADVANCE
DRAWING C -02A.
OF COMMENCING ANY CONSTRUCTION ACTIVITIES WITHIN AEWSD RIGHT OF WAY.
196
PROTECTIALL EXISTING IMPROVEMENTS W PLACE UNLESS OTHERWISE NOTED THE
3. CONTRACTOR SHALL MAINTAIN ACCESS AROUND THE CONSTRUCTION SITE AT ALL TIMES FOR DRAWINGS.,
AEWSD PERSONNEL TO ACCESS EXISTING MAINTENANCE ROADS. THE AEWSD INTAKE CANAL
S IN OPERATION AT ALL TIMES. 20. ALL LANDSCAPING AND IRRIGATION SYSTEM DAMAGED DURING CONSTRUCTION SHALL BE A
REPLACED AT .CONTRACTORS EXPENSE.
4. THE CONTRACTOR SHALL PROVIDE TEMPORARY FENCING FOR SECURITY AS NECESSARY AND
ENSURE THAT ALL GATES ARE CLOSED AND LOCKED WHEN THE PROJECT SITE IS 21. BACKFLOW PREVENTOR DEVICE TO BE INSPECTED AND TESTED BY KERN COUNTY.
UNATTENDED. ENVIRONMENTAL HEALTH. ALL FEES ASSOCIATED WITH TESTING AND INSPECTION SBE
THE RESPONSIBILITY OF THE CONTRACTOR,
5. NO MATERIALS OF ANY KIND WILL BE ALLOWED TO ENTER THE AEWSD INTAKE CANAL.
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GATES TO MATCH EXISTING AS APPROVED BY
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DESIGNED BY
CONFORMING TO AWWA C200 AND FITTINGS CONFORMING TO AWWA C208 OR
PROJECT ENGINEER
ASME 616.9.
2.
OUTLETS 3 INCHES AND SMALLER SHALL BE OF THE THREDOLET TYPE, PER
MSS - SP-97 AND AWWA MANUAL M11 (2004 EDITION), FIGURE. 13 -260
DRAWN BY
OUTLETS SHALL BE 3,000—POUND WOG FORGED STEEL PER ASTM A105 OR
REG NUMBER EXP DATE
ASTM A216, GRADE WCB. THREADS SHALL COMPLY WITH ASME 61.20.1.
OUTLETS SHALL BE BONNEY FORGE CO. THREDOLET, ALLIED PIPING
PRODUCTS CO. "BRANCHLET," OR EQUAL.
0
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PROJECT NUMBER
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5,
FLANGED COUPLING ADAPTERS SHALL BE ROMAC INDUSTRIES, INC. RFCA
0
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6.
PVC PIPE SHALL BE AWWA C900 CLASS DR 18 OR 14 WITH AWWA C110 OR
V)
C153 DUCTILE IRON FITTINGS.
7,
ALL FINISH GRADES SHALL BE BROUGHT BACK TO PRE JOB CONDITIONS*
8*
STEEL PIPE TO BE FUSION BONDED EPDXY LINED AND COATED.
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SHALL BE REPLACED IN KIND WITH NEW FENCING AND
GATES TO MATCH EXISTING AS APPROVED BY
ARVIN—EDISON WATER STORAGE DISTRICT.
2. CONNECT NEW FENCING TO EXISTING CORNER POSTS,
+� TYPICAL AT EACH END. SEE PLAN FOR ALIGNMENT OF
REPLACEMENT FENCING*
STA. 27+46.31(2) 90
BENDS, BOTTOM BEND
ROTATED AS REQ'D
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SCALE: 1/8"=V-0"
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AS REQUIRED TO MAINTAIN MIN �32-6'2
COB RAD EASEM 7 .CLEARANCE FROM F - - -
STA. 27+52.24 OS 27,98'
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DESIGNED BY
CONFORMING TO AWWA C200 AND FITTINGS CONFORMING TO AWWA C208 OR
PROJECT ENGINEER
ASME 616.9.
2.
OUTLETS 3 INCHES AND SMALLER SHALL BE OF THE THREDOLET TYPE, PER
MSS - SP-97 AND AWWA MANUAL M11 (2004 EDITION), FIGURE. 13 -260
DRAWN BY
OUTLETS SHALL BE 3,000—POUND WOG FORGED STEEL PER ASTM A105 OR
REG NUMBER EXP DATE
ASTM A216, GRADE WCB. THREADS SHALL COMPLY WITH ASME 61.20.1.
OUTLETS SHALL BE BONNEY FORGE CO. THREDOLET, ALLIED PIPING
PRODUCTS CO. "BRANCHLET," OR EQUAL.
30
FLANGES FOR STEEL PIPING TO CONFORM TO AWWA C207, CLASS D. WITH
PROJECT NUMBER
TYPE 316 SS BOLTS AND NUTS CONFORMING TO ASTM A193, GRADE B8M
M
FOR BOLTS AND ASTM A194, GRADE SM FOR NUTS, PROVIDE WASHERS FOR
60185699
EACH NUT TO BE OF THE SAME MATERIAL AS THE NUT.
4,
PROVIDE STEEL PIPE AND COMBINATION AIR VALVE WITH A TOP COLOR COAT
0
PER SPECIFICATION SECTION 099000. COLOR TO-BE DEVOE .233H "SAFETY.
DATE
YELLOW AS APPROVED BY ARVIN—EDISON WATER STORAGE DISTRICT.,
5,
FLANGED COUPLING ADAPTERS SHALL BE ROMAC INDUSTRIES, INC. RFCA
3:
PVC, OR APPROVED EQUAL.
6.
PVC PIPE SHALL BE AWWA C900 CLASS DR 18 OR 14 WITH AWWA C110 OR
C153 DUCTILE IRON FITTINGS.
7,
ALL FINISH GRADES SHALL BE BROUGHT BACK TO PRE JOB CONDITIONS*
8*
STEEL PIPE TO BE FUSION BONDED EPDXY LINED AND COATED.
BASIS OF BEARING FOR KROLL WAY CROSSING
THE NORTH BOUNDARY OF THE AEWSD LICENSE TO ENCROACH EASEMENT
DOCUMENT NO, 0202064978, DATED 4-24-2002, HAVING A BEARING OF
S87'29'09 "E LIES PARALLEL TO THE CENTERLINE OF KROLL WAY HAVING A PLAN
BEARING OF 586'54'57 "E FOR THE KROLL WAY CROSSING OF THE
ARVIN—EDISON INTAKE CANAL.
(CORRECTION ANGLE FROM CONSTRUCTION PLANS TO EASEMENT PLAT= 0'34'12 ".)
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SCALE: 1/4"=1'-091
DESIGNED BY
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PROJECT ENGINEER
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JHS
BAR IS ONE INCH
DRAWN BY
REG NUMBER EXP DATE
ON ORIGINAL DRAWING
VENE
CHECKED BY
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PROJECT NUMBER
I
M
KBD
60185699
IF NOT ONE INCH ON
0
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C31
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SCALES ACCORDINGLY
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2011
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TER
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W/ D.I. FITTINGS
PIPE OPENING TO BE 2 12" RESTRAINED FLANGE
LARGER THAN PIPE O.D. COUPLING ADAPTER,
FILL ANNULAR SPACE WITH TYP RCITH FNn-q
NON-SHRINK GROUT
=COM
*
§ 4=
c 00-'d
AECOM USA, Inc.
No.65403. �u 'm
0-1 -0 5001 E. Commercenter Dr. Suite 100
Bakersfield, California 93309
T 661.325.7253 F 661.395.0359 -
0/
OF CN V, www.0ecom.corfl
.4 5
RECORD DRAWING
Date: 10-16-13
Then rword drawings apply only to those fadlitles, constructed under the contract tract Identiffilm- d In the title block and have been
prepamdp in pod, on the basis of 111%milllmm flu"m complied and
furnished by others. The Engineer/Archftct will wt be
resipm1ble for any errors or ornialons Mich have been
incorporated into this droWng es 8 result of the work by others.
NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE
ARVIN-EDISON INTAKE CANAL CONCRETE LINER FROM DAMAGE. ANY
CRACKS OR DAMAGE TO THE LINER SHALL BE REPLACED BY
SAWCUTTING AND REPLACING THE DAMAGED PORTION OF THE
CONCRETE LINER TO THE FULL SATISFACTION OF THE ARVIN—EDISON
WATER STORAGE DISTRICT-AND WITHOUT INTERRUPTIONS TO THE
INTAKE CANAL OPERATIONS.
�'s�'Te �l IRRIGATION, MAIN LINE EXTENSION PROJECT
19 6
EX EL NCE
�RTNE SHIPS �cn�o�rnnsTn�vxivu�esmr, AT KROLL WAY
CANAL
COMMUNITY
BAUASFEELD
9001 Stockdale Highway, Bakersfield CA 93311
6 7
NEI
IC
C
01
A I
0
SCALE: 1/4"=1'-091
DESIGNED BY
PROJECT ENGINEER
VERIFY SCALES
JHS
BAR IS ONE INCH
DRAWN BY
REG NUMBER EXP DATE
ON ORIGINAL DRAWING
VENE
CHECKED BY
PROJECT NUMBER
.
KBD
60185699
IF NOT ONE INCH ON
EHG THISr SHEET, ADJUST
DATE
CADD STANDARDS
SCALES ACCORDINGLY
APRIL.
2011
APPIR
2
-
3
W/ D.I. FITTINGS
PIPE OPENING TO BE 2 12" RESTRAINED FLANGE
LARGER THAN PIPE O.D. COUPLING ADAPTER,
FILL ANNULAR SPACE WITH TYP RCITH FNn-q
NON-SHRINK GROUT
=COM
*
§ 4=
c 00-'d
AECOM USA, Inc.
No.65403. �u 'm
0-1 -0 5001 E. Commercenter Dr. Suite 100
Bakersfield, California 93309
T 661.325.7253 F 661.395.0359 -
0/
OF CN V, www.0ecom.corfl
.4 5
RECORD DRAWING
Date: 10-16-13
Then rword drawings apply only to those fadlitles, constructed under the contract tract Identiffilm- d In the title block and have been
prepamdp in pod, on the basis of 111%milllmm flu"m complied and
furnished by others. The Engineer/Archftct will wt be
resipm1ble for any errors or ornialons Mich have been
incorporated into this droWng es 8 result of the work by others.
NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE
ARVIN-EDISON INTAKE CANAL CONCRETE LINER FROM DAMAGE. ANY
CRACKS OR DAMAGE TO THE LINER SHALL BE REPLACED BY
SAWCUTTING AND REPLACING THE DAMAGED PORTION OF THE
CONCRETE LINER TO THE FULL SATISFACTION OF THE ARVIN—EDISON
WATER STORAGE DISTRICT-AND WITHOUT INTERRUPTIONS TO THE
INTAKE CANAL OPERATIONS.
�'s�'Te �l IRRIGATION, MAIN LINE EXTENSION PROJECT
19 6
EX EL NCE
�RTNE SHIPS �cn�o�rnnsTn�vxivu�esmr, AT KROLL WAY
CANAL
COMMUNITY
BAUASFEELD
9001 Stockdale Highway, Bakersfield CA 93311
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