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APPLICATION FOR ENCROACHMENT PERMIT PERMIT NO.: EN-01509
TO THE CITY ENGINEER OF THE CITY OF BAKERSFIELD CALIFORNIA:
Pursuant to the provisions of Chapter 12.20 of the Bakersfield Municipal Code, the undersigned applies for a permit
to place, erect, use and maintain an encroachment on public property or right of way as therein defined.
1. Full name of applicant and complete address including phone number:
PACIFIC PIPELINE SYSTEM LLC
5900 CHERRY AVE LONG BEACH CA
90805 Phone No.
2. Nature or decription of the encroachment for which this application is made:
(1) 8" AND (1) 10" OIL PIPELINE WITHIN CITY RIGHT OF WAY
NO FEE - INS OK PER RISK MGMT.
OK PER B. WILSON
3. Location of proposed encroachment is :
MING AVE AND ALLEN RD
4. Period of time for which the encroachment is to be maintained:
Applicant agrees that if this application is granted, applicant will idemnify, defend and hold harmless City, its
officers, agents, and employees against any and all liability, claims, actions, causes of action or demands, whatsoever
against them, or any of them, before administrative, quasi-judicial or judicial tribunals of any kind whatsoever,
arising out of, connected with or caused by applicant's placement, erection, use (by applicant or any other person or
entity) or maintenance of said encroachment. The applicant further agrees to mantain the aforesaid encroachment during
the life of the said encroachment or until such time that this permit is revoked.
Applicant further agrees that upon the expiration of the permit for which this application is made, if granted, or upon
revocation thereof by the City Engineer, applicant will at his own cost and expense remove the same from the public
property or right of way where the same is located, and restore said public property or right of way to the condition
as nearly as that in which it was before the placing, erection, maintenance or existence of said encroachment.
Applicant further agrees to obtain and keep all liability insurance required by the City Engineer in full force and
effect for however long the encroachment remains. Applicant shall furnish the City Risk Manager with a certificate
of insuance evidencing sufficient coverage for bodily injury or property damage liability of both and required
endorsements evidencing the insurance required.
The type(s) and amount(s) of insurance coverage is:
Date: 11/1412001
rsfield Municipal Code Chapter 12.20 to revoke
Applicant acknowledges the right of the
the permit at any time.
PERMIT
I HEREBY CERTIFY THAT I HAVE MADE AN INVESTIGATION OF THE FACTS STATED IN THE FOREGOING
APPLICATION AND FIND THAT THE
MAINTENANCE OF SAID ENCROACHMENT (1) WILL (NOT) SUBSTANTIALLY INTERFERE WITH THE USE OF THE
PUBLIC PLACE WHERE THE
SAME IS TO BE LOCATED AND (2) WILL (NOT) CONSTITUTE A HAZARD TO PERSONS USING SAID PUBLIC PLACE;
SAID APPLICATION IS
THEREFORE (GRANTED) (DENIED). Said permit shall expire
Date: 11/ 14/200 1
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Signature of City Engineer
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BAKERSFIELD
PUBLIC WORKS DEPARTMENT
MEMORANDUM
TO:
Raul M. Rojas, Public Works Director
FROM:
Marian P. Shaw, Civil Engineer IV, Subdivisions
DATE:
December 10,2001
SUBJECT:
Encroachment Permit Application for 8" & 10" oil pipelines along the Kern River Canal.
Pacific Pipeline Systems, Inc.
Ming Avenue and at Allen Road
-,'
Engineering and Traffic staffhave reviewed the attached encroachment permit to allow the installation of8"
& 1 0" oil pipelines along the Kern River Canal. The site is located at the Ming Avenue crossing and the Allen
Road crossing of the Kern River Canal.
The applicant has provided proof of appropriate insurance coverage to Risk Management, and has provided
signatures of all immediate neighbors stating that they have no objection to the proposed construction.
Based on their review, staff recommends approval of the permit.
A:\Pacific Pipeline Sec 12 30-27wpd
xc: Applicant
Reading File
Construction Inspection
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GENFRAL NOTES
1. DESlGN CODE AND GENERAL REQUIREfolENTS:
A,! KERN COUNTY BUILOING COOE, LATEST REVISION,
B, FEDERAL OCCUPATIONAL SAFETY AND HEALTH STANDARDS ACT. (O,S,H.A.)
C. CAUFORNIA STATE INDUSTRIAL SAFETY ORDERS.
O. ASfolE B31.4 (LATEST EOIllON) - UQUID TRANSPORTATION SYSTEfolS FOR
HYDROCARBONS (ETC.).
E,) U,S, D.O,T. 49CFR195 (LATEST EDIllON) - TRANSPORTATION OF HAZARDOUS
UQUIDS BY PIPELINE.
2. COORDINATE ALL WORK \\1TH THE O\\NERS' FIELD REPRESENTATIVE.
3. THE LOCATIONS OF THE SUBSTRUCTURES SHD\\lII ON THESE PLANS I'<t:RE OBTAINEO BY
SEARCH OF THE AVAILABLE RECORDS, THERE IS NO ASSURANCE THAT THE RECORO
'NFORfolATION 'S ACCURATE. OR THAT ALL EXISTING SUBSTRUCTURES ARE SHOWN ON
THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR TAKING THE NECESSARY
PRECAUTIONARY folEASURES TO PROTECT THE SUBSTRUCTURES SHO\Wol ANO ANY OTHER
SUBSTRUCTURES NOT OF RECORO OR NOT SHO\\lll ON THESE PLANS.
4. ALL SUGGESTED CHANGES OR folODIFICA TIONS TO THE DESIGN SHO\\lll ON THESE
CONSTRUCTION DOCUfolENTS folUST HAVE WRITTEN APPROVAL FROfol THE O\\lllERS'
REPRESENTATIVE PRIOR TO folAKING ANY SUCH folODIFlCA TIONS, THE CONTRACTOR IS
INSTRUCTED NOT TO ACCEPT VERBAL AUTHORIZATIONS ANO ASSUfolES ANY AND ALL
LIABILITY FOR NOT CDfolPL TlNG \\1TH THIS PROCEDURE IN ITS ENTIRETY, AS A RESULT.
THE CONTRACTOR folAY BE REDUIRED TO REWORK ANY UNAUTHORIZED folOD'FlCATIONS
TO COfolPLY \\1TH THE DESIGN SHO\\lll ON THESE CONSTRUCTION DOCUfolENTS. AT NO
ADDITIONAL COST TO O\\lllER, NO EXCEPTIONS \\1LL BE PERfollTTED,
5. STATION'NG SHOWN IS 'APPROXlfolATE. PIPELINE SHALL BE INSTALLED AS D'folENSIONED
AND STAKED IN FIELD,
6, INSTALL PIPEUNE AT ELEVATIONS SHO\\lll ON THE PIPEUNE AUGNfolENT ORA\\1NG PROFILE.
IN THE EVENT THAT FOREIGN LINE CROSSINGS OR OTHER OBSTRUCTIONS IMPACT THE
VERTICAL ALlGNfolENT, PIPELINE folUST BE LOWERED TO folA'NTAIN A MINlfolUfol 12" CLEARANCE
FROfol ALL CROSS'NG LINES AND/OR OBSTRUCTIONS.
7, CROSSING LINES IND'CA TED IN THE PROFILE ARE SHO\\lll APPROXlfolA TEL Y. CONTRACTOR
SHALL DETERfollNE EXACT LOCATION AND DEPTH OF ALL CROSSING LINES, WHETHER
SHO\\lll OR NOT SHOWN. PRIOR TO INSTALLATION OF PIPEUNE,
8, THE CONTRACTOR SHALL CONFORfol TO ALL REQUIREfolENTS OF THE COUNTY OF
BAKERSFIELD DEPARTMENT OF BUILOING .Ie SAFETY. BAKERSFIELD FIRE DEPARTMENT. CAUFORNIA
WATER QUALITY CONTROL BOARD (BAKERSFIELD REGION), SOUTHERN CAUFORNIA AIR
QUALITY folANAGEfolENT DISTRICTS. AND ANY OTHER CITY, STATE. OR FEDERAL AGENCY
REQUIREMENTS,
9. ANY EXCAVATION IN EXCESS OF 5 FEET SHALL BE SHORED IN ACCORDANCE \\1TH THE
STATE CONSTRUCTION SAFETY ORDERS.
10, ALL WORK \\1THIN RAILROAO PROPERTY. EASEfolENT OR RIGHT OF WAY SHALL COfolPLY TO
ALL APPUCABLE AfolERICAN RAILWAY ENGINEERING ASSOCIATION (A.R.E.A.) folANUAL FOR
RA'LWAY ENGINEERING RECOfolfolENDED PRACTICES AND APPLICABLE PERfollT SPECIFICATIONS.
11. FOR P'PELlNE BACKFILL REQUIREfolENTS. CONTRACTOR SHALL REFER TO NOTES ON
EAST .Ie WEST ALlGNfolENT SHEETS,
12. ALL TIE-IN DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELO PRIOR TO
F ABRICA TION,
13. CHANGES IN DIRECTION OF PIPEUNE ROUTING SHALL BE ACHIEVED BY 3D
RADIUS BENDS AS SPECIFIED IN THE CONTRACT SPECIFICATIONS.
14. WELDED FITTINGS. OTHER THAN REDUCERS AND TEES. ARE NOT SHOWN ON THE DRA\\1NGS
EXCEPT AT OBVIOUS 90 DEGREE OR 45 DEGREE TURNS.
IS. THE CONTRACTOR IS RESPONSlBLE FOR PROCUREfolENT OF ALL MATERIAL WHICH IS NOT
SUPPUED BY O\\lllER.
16, THE CONTRACTQR IS RESPONSlBLE TO folAINTAIN PIPELINE ROUTE LAYOUT AND STAKING
PERFORfolED BY O\\lllER. IN THE EVENT OF AN AUGNfolENT CONFLICT. CONTRACTOR SHALL
REQUEST CLARIFICATION FROM O\\l'olER REPRESENTATIVE BEFORE CUTTING PAVEfolENT
OR EXCAVATING.
17. ENGINEER PREPARING THESE PLANS \\1LL NOT BE RESPONSIBLE FOR. OR LIABLE FOR
UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.
18. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A) AT LEAST 4B HOURS
PRIOR TO BEGINNING WORK IN THIS AREA. IF WORK CONTINUES IN THIS AREA BEYOND
14 DAYS. CONTRACTOR SHALL AGAIN NOTIFY U.S.A.
PHONE: (800) 422-4133
19. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAfolAGE TO EXISTING UNDERGROUND
AND ABOVE GROUNO FACIUTIES. AND OTHER FAC'UTIES ON THE PROJECT AND
SHALL REPAIR ANY DAfolAGE AT NO COST AND TO THE SATISFACTION
OF THE O\\lllER AS WELL AS APPROPRIATE PERfollTT1NG AGENCIES.
20, ALL TRAOES SHALL AT ALL TIfolES KEEP THE PREfollSES FREE FROfol ACCUfolULA TION OF
WASTE folATERIALS OR RUBBISH CAUSED BY THE WORK DURING CONSTRUCTION. AND AT
THE COMPLETION OF THE WORK SHALL REfolOVE ALL RUBBISH AND DEBRIS.
21. ALL WORK SHALL BE IN ACCORDANCE \\1TH O\\lllERS' SPECIFICATION.
22. ELEVATIONS SHO\\l'ol ARE IN FEET ABOVE NORTH AfolERICAN VERTICAL DArUfol OF 1988
(NAVOB8). CALIFORNIA STATE PLANE COORDINATES NAD 83. ZONE 5.
23. CONTRACTOR SHALL COORDINATE \\1TH SURVEY CREW TO COLLECT ALL AS-BUILT DATA
BEFORE BACKFILUNG TRENCH.
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CAUTION
PACIFIC PIPELINE SYSTEM, INC.
8" LINE 84 & 10" LINE 85
I
PIPELINE RELOCATION
KERN COUNTY, G'ALIFORNIA
FIRE DEPARTMENT REOUIREMENTS
1. ALL NEW CONSTRUCTION SHALL BE DONE IN ACCORDANCE \\1TH KERN COUNTY.
CURRENT EDIllON.
2. ALL PIPING SYSTEfolS SHALL BE LABELED IN ACCORDANCE \\1TH ANSI A-13.1.
CURRENT EDIllON,
3. VEHICULAR ACCESS SHALL BE folAINTAINED DURING CONSTRUCTION.
ABBREVIATIONS
B,C,
B.O,P.
CPTS
ERW
E.C.
ECC. T.F.
ECC, B.F.
EL.
F,B,
FLG.
F,O.F.
F,S.
INS
G.T.S.
LT.
LG.
N,T,S.
O,C.
P.I.
P,S.
RED.
RED, TEE
RF
RJ"Mol
RT.
S.B.
S.O,L.
T.O.
T.O.C.
T,O.P,
T,O.S,
VERT.
W.T.
..c
LOCAT10NS ex: "I"E LINES AS SHOWN t,lAY NOT BE EX....CT. THE INfORMAT1ON
SHOWN HEREON 'S fURNISHEO 'MlliOUT LIABlUTY ON Tl-i( ""RT Of ......OF'IC
"IF-ELINE SYSTE'-l, INC. F'OR ANY OAI.lACES RESULT1NC FROI.I ERRORS
OR Ot,llSSlONS THERE'N. THE SPECifiC LOCAnONS &: OE"THS OF" SUCH LINES
I.lUST BE DETEFlt,llNEO BY HANO EXCAVAT1ON. BEF'ORE ANY EXCA'IA.TlON OR OlliER
WORK NEAR THE LINES SHOWN ON Tl-!IS I,lAP, CONT....CT PACIF'IC PIPELINE
SYS1U.I, tNC, 111 N. nRST ST. SUIrE 100 BURBANK, CA. 91502-1851
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DRAWING LIST
= BEGIN CURVE
= BOTTOfol OF PIPE
CATHODIC PROTECTION
TEST STATION
= ELECTRIC RESISTANCE WELDED
= END CURVE
- ECCENTRIC TOP FLAT
= ECCENTRIC BOTTOfol FLAT
ELEVATION
FIELD BEND
= FLANGE
FACE OF FLANGE
= FlN'SHED SURF ACE
- INSULATION FLANGE SET
GENERAL T\\1N SEAL VALVE
= LEFT
= LONG
= NOT TO SCALE
= ON CENTER
= POINT OF INTERSECTION
- PIPE SUPPORT
= REDUCER
REDUCING TEE
= RAISED FACE
= RAISED FACE I'<t:LD NECK FLANGE
= RIGHT
= SHOP BEND
- SOCKOLET
= TOP OF
= TOP OF CONCRETE,
= TOP OF PIPE
= TOP OF STEEL
= VERTICAL
= WALL, THICKNESS
DWG. NO.
TITLE
2633-G-001 .
DRA\\1NG INDEX .Ie NOTES
2633-G-005.
TRENCH DETAILS
2633-A-101
2633-A-l02 :
2633-A-103 '
2633-A-l04 .
2633-A-l05
ALlGNfolENT SHEET
ALlGNfolENT SHEET
ALlGNfolENT SHEET
ALlGNfolENT SHEET
ALlGNfolENT SHEET
2633-A-121
PIPELINE TIE-IN DETAILS
DRAWING NO.
2633-A-l0l
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ISSUED FOR CONSTRUCTION
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2633-A-103
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PROPOSED
8" UNE 84 &:
10" UNE 85
PIPEUNE
RELOCATIONS
DRAWING INDEX
SCALE: '.=2000'
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SPEC Services, Inc.
1710', Bushard Street
Fountain Volley. CA 92708
(714) 963-8077
K: \2663\ALlGN\2663G001: 1
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DIRECTORy PATH:
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DATE
2633-A-l04
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ISSUED FOR
CONSTRUCTION
OCTOBER 12, 2001
PACIFIC PIPEL.lt-JE SYSTEM, INC.
a. UNE a4 &: 10. UNE a5
PIPEUNE RELOCA TlON
KERN COUNTY, CAUFORNIA
DRAWING INDEX &: NOTES
D"'_ 2663-G-001
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TYPICAL TRENCH DETAIL
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LOCATIONS OF' PIPE LINES AS 51010""" /.AAY NOT BE EXACT. THE INFORMATION
Sl-IO'NN HEREON IS FURNISHED 'Ml'HQUT LIA8ILIT'!' ON THE PART OF PACIFIC
PIPELINE SVSTEl.l, INC. FOR ANY DAMAGES RESULTING I'"RO~ ERRORS
OR OMISSIONS THEREIN. THE SPECIFIC LOCATIONS &: DEPTHS OF' SUCH LINES
l,lUST BE DETERMINED BY HAND EXCAVA nON. BEFORE ANY EXCAVATION OR OT'l-+ER
WORK NEAR THE LINES SHO~ ON T'l-+IS /.lAP, CONUCT PAOF"!C PIPELINE
SYSTEl,l, INC. 111 N. FIRST ST. SUITE 100 eURBANK, CA. 91502-1851
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SPECIFlCA TIONS FOR SUBGRADE
AND RESURFACING REQUIREMENTS
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ISSUED FOR
CONSTRUCTION
OCT 12, 2001
PACIFIC PIPELINE SYSTEM, INC.
a" UNE a4 & 10" UNE 85
PIPEUNE RELOCATION
KERN COUNTY, CAUFORNIA
TRENCH DETAILS
""'" 1"~1'-0" 1000.- 2633-G 005 T~ 0
SPEC Sel'"vices, Inc.
17101 8ushol'"d Stl'"eet
Fountain Volley. CA 92708
(714) 963-8077
K. \2455\ALlGN\2633G005: 12
REI JOB NUMBER:
QjENT ca.tTRACr NUMBER:
DIRECTOR., PAlr4:
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:ri ~~ fil;,/ ' Ii ',' PLAN /'-- _t-_EXI2L.!:J;Q!lIb9!i..eLPgJliE_~, 16.5' IIlDE PIPEUNE E"'SEMENT TO TOSCO CORP. PER UCENSE "'GREEMENT
/ ~ ~~I~l: li' r " 0 \ ~=ioANT02~Q0~~ ~~::~~~ :~~:~;n~'p~~K~':iiso. PG. 11. O.R.
, Ul a:~~/ I ,// I ~__ ~ ~CANAL F~O.W'-------1
/ /' I, l: / \ , b'" PROPOSED 10' UNE 85 , .
" // i ///; i " '-.: PROPOSED 8- UNE 84 ,-
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I ~&' I. / (.' 6 ~ ' CONTRACTOR NOTICE
I ~ C? I.: .~..<! ",-;i ALL UNDERCROUND U'TIUTIES OR STRUClURES REPORTED BY lHE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDlCAlED .1H 1HEIR
j' .,..../' ..' '., '._./ .,II,.......I,i ",/ t; aI APPROXIWAl[ LOCAllC>>il AND EXlENT. tHE CClNTRACl1JR IS REQUIRED TO TAKE DUE PRECAUnQHARY WEASURES TO PROTECT lHE U1UJnES OR SlRUC1\JRES SHOWN
_~ . P AND Nn OtHER UTDJnES DR STRUC1URES FOUND AT lHE SItE. IT SHALL BE M" CCtllRACTOR'S RESPONSlBIUTY TO NOTIFY ntE OVlNERS rE 1HE UlJUTlES
;' 1/ t ' :;~~CClN~~~-:ccM=~=~~~N~~~:~~~== ~~~TION
'\ /',/' 1/,'/:' i ~~ ~.i ~ ::'~DlNG SAftTY Of' ALL PERSCllS AHD PROPERlY. _r THIS REOUlROlENT SHALL BE MADE 10 APPlY CON11NUOUSLY AHa NOT
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lO"\UNE 85
PIPEtlNE
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r--- ----------
I EXISTING
8" LINE 84
420
420
lLJ
-J
~
it
"'1"'- liilgj
~ :d~ .
410 "m~F~~'~
~.~ cl~
~I~t
:..1....1'..'
".,......~..,.....'\.."...".'..im.....
370 . -,~., - .\..,........., .........."
"L,I
360
400
,,!I~g
,+z
~I~
~,~
..~!.........._.....
''''..'t'M..............~..".,'
,
I.......,.@... .,..
I
J
I
410
....,...,. 400
390
I
rAPPROX. EXIS11NG I
GRADE ELEV...TION
J80
'.;,
370
=. '_~d~.._,,_'
r4'-0'
I MIN. COVER
/
,"
380
\
\ \ I
340
330\~?0~~~4m
'- PROPOSED
10' UNE 85
3SO
T
I
350
1\
\J CONTRACTOR 0 SLOPE 10" PIPE
,TO" MATCH ,8" PIPEELEVATlON
& MAINTAIN 4 -0" MIN. COVER
340
1I
ROPOSED
" LINE 84&
0" LINE 85
IPELlNE "
ELOCA TlON
330
320
m.~."'" 320
1. CONTR...CTOR TO POl} OlE TO DEIDlMINE SUBS.Tl U..ClURE
~~O!;lEJrN~I~N~ i~T~"::~C~~~UC RE..,"m 310
RE-ISSUED FOR
CONSTRUCTION
OCT. 30, 2001
310
I
300
6bo
9 0
10 00
300
1 Xl 2 00 3 00 ~oo"
I10' 65' 3D BEND I 10' 65' 30 8ENO
'- 8' 65' 3D BEND '- 8" 65' 3D 8END
0' ... ,00' DWG. NO. REFERENCE OR...IIlNGS
0' 2ft 4<f
8-100
5 00
7 00
~~
Cl:Q
10.75' . 0.188 W.T. ...PI SL X-52 ERW FBE CO"'TED - 12-14 MILS
8.625' . 0.219 W.T. "'PI SL X-52 ERW FBE CO"'TED - 12-14 MILS
~~
~ 'i' p~ ~
~ ~t 'A ~~\~
~r)~K:--'"""r 1/ r--.
~ ~~~~
~"'~\~
HORIZ. 1"=50'
VERT. 1'-20'
...
20'
RE'IISlONS
PACIFIC PIPELINE SYSTEM,
8" LINE 84 & 10" LINE 85
PIPELINE RELOCATION
KERN COUNTY, CALIFORNIA
ALIGNMENT SHEET
....., 1".SO' I............ 2633 A 101
SPEC Services. Inc.
17101 8ushard Stre.t
Fountain Valley, C... 92708
~?~it3~~:~633...101: 50
LLC
s~
CAUTION
LOCA11ONS Of pp[ UNES AS SHCMN MAY NOT IE EXACT. M NFtlRMA110I
s:HO* HEREl* IS F\JRNSHED W1nfOUT UA8IJTY ON lHE PART OF PAOF1C
PIPE1.JNt S'l'STEW. INC. FOR ANY OAYAGES ftDU.1INO FROM oatCftI
OR CUS'5lCl\lS THEREIN. 11iE SPECFIC lOCA 110NS . DEPTHS CI SUOt UNES
WST BE D[l!JtWIND) BY HAHD !XCAVAl1ON. 8fP'CJRE AHY EXCAVAnoN OR 01HIJI
CRtC NEAR 1HE LJoIES SHQIM\I 01 1HIS MAP, CONTACT PACIFIC PPEUNE
5'YlnEM, IfC. ", No FIIST ST. SlI1E UIO IURBNIC. CA. 115C12-1.1
JM 10fJO/01 JM
JM 10/25/01 JM
1M 10/09/01 "'K
BY DAlE afI(
2
1
o
RE-ISSUED FOR CONSTRUCllON
RE-ISSUED FOR CONSTRUC1l0N
ISSUED FOR CONSTRUC1l0N
DESCRIP110N
IQ. A BY DAlE
DRAW XD
lHll<IlI
-
REI .QI NlAIStR:
C1JEHT CCNlRACT HUYSER:
DIRECTCRY PATH:
F1LE NAME:
!IEY 2
ND.
DAlE
APP
DAlE
({ ..
.'"
\~>
-""""" "--"""~'~'''''''-'''' '>~:::=:':':;"" "~ I ,/ I ~ · ~ . · ~
-"""""--...... "-........ "'~"" ",f ''-!(~8'''S;''' ~~"" EXISTING MEO'AN /: g ~ ~ ~ ~ ~
"--......, "-""""" "~!~"" ''18~~,:'':''''" ""f'>:~ __ I ~ ; ~ ~ ~ ~
STORM DRAIN .........................._ ......--....~~ '........... ...........~............ ............._....., ~.:-~ ~............... EXISTING OVERHEAD ElEClRlC I ~ Ul ~ ~ ~ ~
EXISTING OVERHEAD ELECTRIC '-"""""'- -........,/~~', ", '~",I'" ~~~EX'STIN~ 10" SEWER I ~ ~7 ~ ~ ~
TO 8E RELOCATED UNDERGROUND '0, '-........ ~~~" -"'~-Z" -", '''~ I 3 ~ , ~ ~
EXISTING 2" GAS ....................... -.............. ~....s:-~ ............................ \'.......~ ..::::............... ---.............. ~~~ ' II III
-------l_-_-~~:)~ ~:"J, ---~~, ""::'~~ : 4" /J I / ':,'
20' \\10E FEE PARCEL TOTl-iE CITY OF' ---- -........ -..... ~::::....... -............ ...~~...".. ," II " i~
L8AKERSFlELD PER 800K 6155, PAGE 933 O_R_ --~::-=~~=;~=========-_...:~~~~:;~~~==~~~==;1..=;~;;-;-=-) !(. , (j...., " :__J_______
. -'" -==-------~~~-- -- ~- .:: ~ ~--'---------------------------------------
----------------------- -0 -------------------------- ('"""'--~-___:....~~-"'::--,--====-~~:: '''"-:::...--:..- I! - --:---------
N _J..~~~~... ............. "'~...L __ ~ \ l~ ___ ______
~_________u_________l_---------u-u------ ~f.0~~Sj~5 u_u_u EXISTING FENC~7 ' ~~'"::',,, -~~-; ,I '~:!,,-
-.-.---.-.-.--1--.___.-8+_____._.___._.___,_.___. ~~L~~~ON ~ ... KERN ' , r "" ~~ ',,: " / / ''>V~" '........" ," ,g,g' '" "',.,",:":'C_____
- \ i EXISTING FENCE---<' ~ \ ','j "- I '-:~,: 1\ ~l"
'''00 ~ "'00. .~oo woo . ~..\- ~ "'00.'..' " ~".'OO .. -:,~ "00., ~ ':;.. , ~ ': "-'~ ,~ ~. '.N~.moo~ - 'ti~' - ;;;0,;: - -- - -'~oo--
\ l 1- LEXISTING'10" LINE 85 1/' J "M" ~r....-"""" "-~'o;.!Z!. m
TO BE REMOVED -----1--.. - _. -- -,\-. - - - - t- -: -'-,- - "",,< - - ~___....----_____"..,~::::..~_ ":JoCl _
, / ,,,,'\ ' - '-, " ~
-~~..~ ~~~~~~.~4r;~~i1i~~i;~;;~~;;~;,~~.~~ ~. ~~~.[_.~.~~.~~;,~"g;~~,~~~~~~......~r ~ -- ~ /' ~y..._.~~~- ~"~~:i,~,~~;::~~~~.=~' '~;l~=I= ",===============
------ PIPEUNE 15''MOEPIPELlNEEASEMENTIN~AVOROFPACIFICP'PEUNE / ,fjr' '. moO,.,. ~'<-~-~','.'.~>" ~~<~"""-~/J\I(;' / ~,,~
/" --.......... RELOCATlON PER BK 3815. PG. 334, OR.. 8~. 4064, PG, 697, O_R,. ".'..,. "" ~~ '"'' , '~~ / '-~"
//_ . ... _EX_'ST_, _8" _EO_UILON_ P_'P_EU_NE_ -~\ 8K 4976, PG_ 1690, O,R. AND 8K_ 5352. PG, 695, O.R. Ii" " " " "'" ",..,",,~ ,,__ ' , " "':::' ~.......
--'C" - " AND BK. 5352. PG. 698. O.R. .".<__._-.....;;:::~~ ........................ .................~ ~~ ~
j ~ ~ ~ " '- """~~" - '- ", ... ,~~
I 16,5' 'MDE PIPELINE EASEMENT TO TOSCO CORP. PER LICENSE AGREEMENT "' i" i" "" ", _"~~'-_" ", / ',~, "",~
DATED JAN, 26, 1951. AND AMENDED IN 8K, 5353, PG_ 2351. O,R.. In u '" U "." '~" '-< '-::-..._. ",,_
~-- ~ -+-CANAL R.O.Wo \ ASSIGNED TO EQUILON TRAOING AND TRANSPORTATION PER BK, 6090, PG, '1, O.R, ~ ~ ~ ~ " '...~ .', '<~ ~
, PROPOSED 10" LINE 85 I,lL ~ ~ ~ ,,'. " ~"'~. :-'_ "~~
" ? ~ , ~ ~ ~ ~ ~,~~~ -........ '- .............:,
N PROPOSED 8' UNE 84 I ~ ~ ~ ~ ! "" -$....", : :- ' , ' -..:~
-........--_______-,/' i ~ ~ ~ ~ - '~,', '....~
W ::J W =:I
CONTRACTOR NOTICE " , , ~ ,
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE Q'M'lER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAt,lINED ARE INDICATED WITH THEIR
APPRO""ATE lOCAnoN AND EXTENT THE CONmACTO. IS REOU'.ED TO TA'E DUE PR<CAunONARY "EASU.ES TO PROTECT THE UnUnES OR ,mucru.ES SHO"" " -':,':,'.':..:.,., ',-.','"",,',.,'. ?,.,'.".".'_~.',"..,:_~:,.:,:,~:.,~.~..:.',..',',..-,~'>.,..,,~.
AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHAll BE n.E CONTRACTOR'S RESPONSIBILITY TO NOTIFY fHE OWNERS OF ~E UTILITIES ". .' '. _ ~-.
OR smUCTURES CONCERNED BEFORE STARTING WORK. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION I
PRACTICES. CONSTRUCTION CONTRACTOR WILL BE i=lEOUIRED TO ASSUME COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
~~~~~~~T1~~ ~~R~~ ~i,~J~~~ ~N~L~~ING $AF'ETY OF ALL PERSONS AND PROPEi=lTY. THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT I " ,
....
~
~
Cl
:;
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-.-.-----.-.-g-a
+-
01
-<
<,.!,
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l.O:N
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SECTION 12
T30S, R26E, MDB&M
BASIS OF SURVEY: NAD 83
420
420
'" "'-"" '" ,.., !Ii~,,}gi
I+Z N16Z
...................... ..............._ .................... ............... ...........~..I..~.... ...~J:.........
'" i ~ " """""""'~j~.
- ~---------==~i-
i
I
..............................
~I~~
'> ~i:4
~Vi
/.J
390
~
410
~I;;
.......~--i.~.i...
.......~J~
~ j ",' """,' ':
""""""""""'1"
I
I
360
I!!
i
410
400
400
390
38D
Ii
380
370
=fAPPROX' EXISTING
GRADE E EVA TION
",.. ::::::-'::::,,:-:::::::::::::::::::::::...:.:
4'-0"
'-<IN, OVER
i,
370
I
I
360
350 ..'
I
=- -=--fL
.I
330
""",,',,"," ""..""""""",."L
i
I
""'+,
.. ,", "" """"""',"',' '" """""""""1.",,
i
I
350
340 ....,....,....,....,.., ....................,............,
, '''''i'
i
340
330
PROPOSED
8" UNE 84 &
10" UNE 85
PIPEUNE
RELOCATlON
, 31JSSUED FOR
C'ONSTRUCTION
300 OCT. 12, 2001
I
i
320
320
\~
, ,. CONlRAC,TCR TQ~ A:tc:u: 1:0 DElERNINE SUBS ~UClURE
.",..,.. ',..,....,"'iCOVE:llNEWPIF.E1.JNTClClEARAlIsuBStRi.ic fOilE
BY ,'-0" MIN. AND A1NTAIN 40-0. COVER.
310 .. ......., ..............., ..............................,.......... ....,...........
300 ., .. ...,... "" ........., .................. ..'.... ........"....,
11 00
12 00
13 00
14 00
15 00
16 00
17 00
18 00
19 00
20 00
22 00
21 00
23 00
10,75" X 0,188 W,T. API 5L X-52 ERW FeE COATED - 12-14 MILS
8,625" X 0_219 W,T, API 5L X-52 ERW FBE COATED - 12-14 MILS
HORIZ, '"=50'
VERT. 1.-20'
50'
20'
P"'l
40'
0'
100'
50'
OWO, NO,
REFERENCE DRA'MNGS
REVISIONS
sea;
PACIFIC PIPELINE SYSTEM, ING.
8" UNE 84 & 10" UNE 85
PIPEUNE RELOCA liON
KERN COUNTY, CAUFORNIA
AUGNMENT SHEET
"""" 1"=50. I 01lC. "--'" 2633- A 102 IREV 0
SPEC Services, Inc.
17101 :"Bushard Street
Fountain Valley, CA 92708
(714) 963-8077
Ko \26J3\ALlGN\2633Al02o 50
0'
20'
CAUTION
l.OCATIONS OF PIPE LINES AS SHOWN IIlAY NOT BE EXACT. Tl-IE tNFOi=ll.lAnON
SHOWN HEi=lEON IS FURNISHED WITHOUT UABIUTY ON THE PART OF" PAC!F'lC
PIPELINE SY$TEJ.!. INC. .OR ANY OAMA,CES i=lESUlTING F'ROM ERRORS
OR Ol,llSSIQNS THEREIN. THE SPEO!'"IC LOCATIONS & DEPTHS OF" SUCH UNES
t.lUST BE OETEi=lIo4INEO 8'1' HAND ElCCAVATlQN BEFORE ANY EXCAVATION OR OTHER
WORK NEAR THE LINES SHOWl\l ON n-tIS MAP, CONTACT "'.....elF'IC PIPELINE
SYSTEIIl, INC 111 N. FIRST ST. SUITE 100 BURBANK. C.... 91502-1851
REV, A
BY
DAlE
REI JOB ~U"BER:
CUENT CatTRACT HUNSER:
DIRECTORY PATH:
FILE NAME:
i
'SSUEO FOR CONSTRUCTION
ThI 10/12/01 AK
ORA.. XO
,,*,O<Ell
........"
o
NO,
DESCRIPTION
BY DATE Oil<
0"-'
-
OArr
~l"l
1
I
\
,
zw
o z
d ~
:J W
00.
wn:
~
"
Z
'"
V1
X
...
I
l
20' WlOE FEE PARCEL TO THE CITY OF
BAKERSFIELD PER BOOK 6155, PAGE 933 OR.
,
~------------------------------------------------------___I-_____________J_____________
'0
------------_:'~-------------~-------------
--------------------------------------------------------------------------------------------------------
<<
-------------------------~------------------------------------
...
~
~
S2
...
<C
PROPOSED
10. UNE 85 f
~,..',..'.~..,=:::~.:"~lIl:! :"C~"::~'"'",OC, -,~ -'00 "~~ = -~oo ~_~~~ = ~_" - . ~ _ -,~.oo_8 ~. -_t_ K,~,No_o R!VE_R_ _CAN't-30-+'00 . ~. - '-",+,00_ - -__. -. -. -. -----.--.-.-.-.-.-i---.----.-.-.-.--.-.--.--!!.-.---.-.---.
. ,~~--- '" "'''0\" . .. __ _ _ __ ","" u - "'00. _. __ -..'':""-_.--"=_,~,..oo_~--". ~".~.."P.--__ ,t;,~".,,..oo- _. _ _ _.
~~~~~ -,= =1' ~,~ ~ ~~ ~~:= ~ == = ~~ ~~ ~~~ ~~ =:(~=;/= :8;0=UPN:ES:8~~ =../ ~ = = = = = = = ~~:: ~~'-.: :~~ ::: ~ ~ ~,~::~~::~~~,~:~: ::~'-e:':.: -- ;i lE~;j~;::= =~- = - = = = =.. ..~~ ~..~ =., .i ~..~ = ==~ ~ ~ ~~ = =
~ ~ I. / ~ / / (, 'T J IN FAVOR OF CITY OF BAKERSFIELO PER PER BK, 3B15. PG. 334. O,R.. BK. 4064. PG, 69;. O.R,. ',.
.'.. .. ~<\1Q., II ~"'.. PREIPLEOUCNAET10N BOOK 4999. PAGE 427. O.R. \ BK 4976, PG. 1690. O.R, AND BK. 5352. PG. 6.95, O,R. it/ ..1 ,./,,! .-" -----___.....
. ..' '- ""-~ AND BK. 5352. PG. 698. O,R, ..."...,.1 ~~' , or ......
.,"..".', ":::--:::-..... ~~~)' u:! / / r'___~.P~~I.['j:<~l!I~ON-~~U~E-'~
'" . , , '<"- '..... '''-.. 16,5' WIDE PIPEUNE EASEfoAENT TO TOSCO CORP, PER UCENSE AGREEMENT 'I. / "
~'~' ..."..." . . " '. - ............~ / DATED JAN, 26.1951, AND AfoAENDED IN BK. 5353. PG,/2351. O,R., /~/;', '. \\
"" ~~~ "'" ................ ........,.............. ....~ - ~I '
.,....,'. ~...,..... "../ '..::':--... '",~~ ASS'GNED TO EQUILON TRADING AND TRANSPORTATION PER BK. 6090, PG. 11, O.R. (1',I l 'T \
I"', '.,., ,.~~~...~.,,', .>, '<:~. .~""- ,::"':','::::~~~.,:~: I l'Y ./ i, r---~ +-~;;;~:S~D3~~'~~;-8~ul
.'...,'::.' " '''-~'''' ,.", ''':~ "::--...~ "1 II \. b ,
...."::~.....::-', '-"':~''-- -':":" ~ If" ':. PROPOSED 8" UNE 84
.:......~~..~>, '-'~.~ "::'~ .I / / : '.........~_ ,..../
"'.' -'" '. ", ',::" """-... / / .. " -------'
""'~~~.',~.',~.,,'..,'.' ."...,..,'.'. '.,.~",.',_",.~.~.."",.':--...':...,,"".~,',":::::,'~.:..~.:...'::':,;...~~",,- "--'::~:>"":'~"" CONTRACTOR NOTICE )
. . ~_ ..... ..... ..........-.... ~- ........... _ ALL UNDERCROUND UTILITIES OR STRUCTURES REPORTED 8'1' THE OWNER OR OTHERS AND THOSE SHO'l't'N ON THE RECORDS EXAMINED ARE INDICATED 'MTH THEtR
API'ROXI~ATE l.OO..nON AND EXTENT. THE CQNTRACTOR IS REQUIRED TO TAI([ OUE PRECAunONA~Y Io4E:ASURES TO PROTECT THE UTILITIES OR smUCTURES SHOWN
AND ANY OTHER UTllInES OR STRUCTlJRES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NonF"Y THE O'M'4ERS OF THE UTILITIES
.,."..".."." "..:::' "'" ~ "'" ................ ~ 0 ~A~~cuE~~~~s~0~~6%E~o8NE;;o:cETg;A:~~~t~~~u,R~gN~~~~;~~E cg;M~ti~O~E~~~~~~81~:: ~~R A~~R~~~C~O:~O~N~~~7~~ ~iE~~~s~~~mucnoN II
" ~~,........ ---............ CONSTRUCTION OF THE PROJECT, INCLUOING SAFETY OF ALL PERSONS lAND PROPERTY, THAT n-tIS REOUIREMENT SHALL 8E MADE TO APPLY CONTINUOUSLY AND NOT
::..:"....,.,~(',:::.-:.',. ' .. --......:.. 8' L'"'ITD TO NO'"AL WORKING HOURS !
410
I
................ .............. I"".. '"'",,..,.. ........ """" """",",,',',', ".. ....., ,...... "..m. "",...... ,!
I~
I~
-'
Vi
420
420 .., ......................, ..'................................................ .......... .......... .................., ,.......................,
410
400 ...., ...... ........,
:1
400
390 ..................,..,.. ...... .........." ..........................,.... ........" .. ........ .....................................................,.. ,........, ................... .., ....... .... .............., ........ .............................. .... .............................. ................................................, ..... ....,.. ..............................................,.... ........, ..........'.......................... .................
Ul
...
ii:
~
370 ...... .............. .................. ....."........,.., .................,
4' 0"
....>.II "'COVl:R
;
;
390
380 .............................. .. ........... .............." .......... ..........................,......
,..... '....... ..,.........., """"..,.... ""....,... .. "I~m~XEl ~~~&~
"'-...., .................... '" ,."", .. .. ...... ",,'.. .., ...... '''}
380
370
360 ,...... """"..,.. ..,.. ..............................,.. ...... .. ......,..Oo..,
320
"'~"r
PROPOSED
8. UNE 84 Be
10. UNE 85
PIPEUNE
RELOCA T10N
-t
360
350
:
350
340
340
330
,...... .............. 330
310 .... ......,.................. ......,
......~......._......._.. .............- .... ................ ........................................................ ............-...- ............................ .............. ...... ....... ................. ............................. ............... .................................. .......................~....... ........ ...... ......... ......................... ...................... .............. ....................- ................ ..... ...-...
........_................._..........~........................._....
,. CONlRACTOR TO PO !HOLE TO DE1ERMINE su~ IRUCTURE
""'".."COVER;,"NEW"PIPElJN "'TO"CUAR,Alt"suilSiTiU< TURf"",""'"
BY "-0. WIN. AND ~AlNTAlN 4'-0" CCl\9.
320
300 ....,
. ... ....... ....24. 00.............
25 00
26 00
27 00
28 00
29 00
30 00
31 00
32 00
33 00
34 foe
35 00
.... 3,JSSUED FOR
~'ONSTRUCTION
300 OCT. 12, 2001
36 00
l!:;::!;
a;C!j
10.75" , 0.188 W.T. API SL X-52 ERW FIlE COATED - 12-14 foAlLS
8.625" x 0.219 W.T. API SL X-52 ERW FIlE COA1ID - 12 14 foAILS
"
8SS'~
c. ,
ffi
lIJ 0,
Z
~ rt.
lIJ ~ CI1AN\~(fJ}-
It CF CA~
50'
HORIZ. 1"=50' ,";
VERT. 1"-20' ....
0'
D'
50'
100'
OWO. NO.
REFERENCE DRAWINGS
RE'<1SIONS
'0'
..'
s~
SPE6, Services, Inc.
17101 Bushard Street
Fountain Volley. CA 92708
(714),963-8077
K, \2633\AUGN\2633Al03, 50
PACIFIC PIPELINE SYSTEM, INC.
8. LINE 84 & 10. LINE 85
PIPELINE RELOCA nON
KERN COUNTY, CALIFORNIA
ALIGNMENT SHEET
""'" 1"=50" 10"'-- 2633-A-103 l~ 0
CAUl10N
.}
LOCATIONS OF PIPE LINES AS SHOWN !.lAY NOT BE EXACT. THE INFORMATION
SHOWN HEREON IS FURNISHED ~THOUT LIABILITY ON Tl-iE PART OF PACIF'lC
PIPELINE SYSTEM, INC. FOR ANY DAMAGES RESUL TlNG FRO!.l ERRORS
OR OMISSIONS THEREIN. THE SPECIF'lC LOCATIONS & DEPTHS OF SUCH UNES
!.lUST BE OETERt.lINEO BY HANO EXCAVATION. BEF'ORE ANY EXCAVATION OR OTHER
WORK NEAR THE UNES SHOWN ON l1-lIS MAP, CONTACT PACIF'IC PIPELINE
SYSlUol. INC. 111 N. FlRST ST. SUITE 100 BURBAHI<. CA. 91502-HISl
REV, .
BY
DA"
RD JOe NUMBER:
CUENT CONTHACT NU~BER:
DIRECTORY PATH:
FILE NANE:
NO,
DESCRIPTlON
BY DATE OIK
DAre:
APP
DAre:
[RA" XO
""D<Ol
.........,
o
ISSUED FOR CONSTRUCTION
Tht 10/12/01 AK
!
II
~I.l
....
ii:i
~
~
::;
<C
I
o
~
\
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II
II
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.~
20' WIDE FEE PARCEL TO THE CITY OF
BAKERSFIELD PER BOOK 61SS'fAGE 933 O.R.
-----------------------------------~ -------------------1'--------------------------------------------------------------
o "
N tl
1------------------- ~~F~~SEED~~ ---------------------------- ------------------,----- ---------------------- -----------r--------------------------------------
-------~~ ---- ~~~~'nON~8+,O.--0- ---------- ________+~~~_CAN.~._._._._._._._._._.________________!-------t-----------------!~
- c.- - ~:".."'. -~_:;:. __ ."..", _ __ -~.~o -'''00.: - - . _ _-W.", _ _ 7 - - - ...'" - -- - -- - -moo. - n -- - - -".00_ - - n n <<.00 - - _ u -".000: - _ - - -~..OO= _ _ ~ n n .,..., _ __ _ _ __ -....00. __ _ ~ =__ _<<..",=__ .~_~_~,,.._ _ _ __ ___"'
===========i~.-======;~~=~=~~=:.~~~~~~::~:~~~:=:m="~::::~~====[:.~~=~:~::~:::~=:~~~~:~~====~============= ~:::~:~~~~~l~~;~;~::============:i~============
PIPEUNE DATED JAN. 26. 19S1, AND AMENDED IN BK. S3S3, PG, 23S1, O.R.. PER BK. 3815. PG. 334. O.R..' BK. 4064, PG. 697, 0 R.. _~------__ IN FAVOR OF CITY OF BAKERSFIELD PER
RELOCATION ASSIGNED TO EQUILON TRADING AND TRANSPORTATION PER BK. 6090, PG. 11. O.R. BK 4976, PG. 1690. O.R. AND BK. 5352. PG. 695. O.R. /' .......... BOOK 4999. PAGE 427. O,R'I
AND BK. S352. PG. 698, O.R:' /"___~..P~1.!".fQ!,!Ib9Iier!'~L~E-..~, II
~__ ~ ~CANAL R.O.W. \
\ PROPOSED 10" UNE 85 I
5~
-' :J
a:r
'" a:
I
l
'"
k
'"
Z
'"
V1
X
'"
..
I
I
I
~----------------------------------------------------------------------------
\.
o
,
N
PROPOSED 8" UNE 84
I
P
:!
\
I'
..........- /"
...----...--------'
DESIGN A TED REMAINDER
PER BOOK 6093, PAGE 724, O.R"
CONTRACTOR NOTICE
ALL UNDERGROUND UnLlTlES OR STRUCTURES REPORTED BY THE O'^"lER OR OTHERS AND Tl-tOSE SHO,^", ON THE RECORDS EXAMINED ARE INDICA rEO WITH THEIR
APPROXI~ATE LOCAnON AND EXTENT. l'l-IE CONTRACTOR 1$ Re:OVU:~ED TO TAKE DUE PREcAUnONARY MEASURES TO PROTECT THE UTlLlTlES OR STRUCTURES SIolOWN
AND ANY OTHER UTILtnES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OYtNERS OF THE unUTlES
OR STRUCTURES CONCERNED BEFORE STARTING WORK. CQt\lSTRUCTlQN CONTRACTOR AGREES THAT IN ACCORDANCE 'MTH GENERALLY ACCEPTED CONSTRUCTlON
PRACTlCES, CONSTRUCTlON CONTRACTOR WILL BE REOUIRED TO ASSUI.IE COMPLETE RESPONSIBILITY FOR JOB sm: CONDITlONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THA T THIS REOUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS. '
420
...................................................................1............
420
I
410 ,'..'"...........,........." "..., ...............'...' ,......,.. ........,..................................,......., ........,.....................,., ,.... ,....., ....,........,,'........,....................,, ,.. ",........................, ,...... ..........,.. .... ......, , ............,.... ..'",......................... ........ .........,..... .............,....'......,'.. ...,... ...........'.. ......,'................. .........,.............., ........'............,.....................,.,'.................... .. .....................,.,
410
400
400
390
...... , '.................. .........,......, ""... ............... "".,...,1.
390
370
380 ......., ....................,..... ....... ......... ......................'... .............., ......, ....., .................................................................. ................. ........................ ...... ................... ........................................................................, ....,
r;APPROX. E ISTlNG
GRADE ELE A TlON
....... ....................... ..................................................................... ....................
380
LU
....
it
o
ll:
4'-0"
...... ................. ..)~.!.~, COVER
370
360
330
i
!
J
PROPOSED
8" UNE 84 ok
10" UNE 85
PIPEUNE
RELOCATION
/
ti--
360
350
\
I
350
340
340
330
310
\
".J~.................."'........., ...,"........."", ."",
1 'CONTRACTOR TO P01HOU TO DEmlWINE SUIlS1llUC luRE
......... "" ',~~ci~~N~~~A1~~.,~~~~UC1URE
320
320
37 00
38 00
39 00
40 00
41 00
42 00
43 00
44 00
45 00
46 00
47 ~bo
48 00
""""""""i~b~~~E~U~~I~N
300 OCT. 12, 2001
300 .....
49 00
lUj:!;
~C!i
10.75" x 0,188 W,T. API 5L X-52 ERW FBE COATED - 12-14 MILS
8.625" x 0,219 W.T. API 5L X-52 ERW FeE COATED - 12-14 M'LS
~~ESSI~
flj'P
~
~J w ~ II
~ v, r-
z " ,.
YJ ~O>; HAN c~~
~~CA\.\T
HORIZ. 1"=50'
VERT. 1"-20'
",'
2~
P"'l
0'
o'
"".
20'
100'
40'
DWO, NO.
REFERENCE DRA~NGS
REVISIONS
s~
SPEC'\Services. Inc.
17101: Bushard Street
Fount'oin Volley, CA 92708
(714)'963-8077
K, \2633\AUGN\2633Al04' 50
PACIFIC PIPELINE SYSTEM, INC"
8" UNE 84 & 10" UNE 85
PIPEUNE RELOCATION
KERN COUNTY, CAUFORNIA
AUGNMENT SHEET
SO-"" 1"a50" 1....- 2633-A 104 1REV 0
CAUl10N
-{~)
LOCATIONS OF PIPE LINES AS SHO'Mll l.IAY NOT BE EXACT. THE INFOfU.."nQN
SHOWN HEREON IS FURNISHED 'MTHOUT LI,4,8ILITY ON THE PART OF PACIFIC
PIPELINE SYSTEI.I, INC FOR ANY DAIol",CES RESULTING FROt.! ERRORS
OR Ol.lISSlON$ THEREIN THE SPECIFIC LOCATIONS 6: DEPTHS OF SUCH LINES
MUST BE DETERMINED BY HAND EXCAVATION. BEFORE ANY EXCAVATIQN OR OTHER
WORK NEAR THE LINES SHO'M'l aN THIS "'...1', CONTACT PACIFIC PIP(LINE
5'tSTOl, INC. 111 N. FIRST ST. SUIT( 100 BURBANK. CA. 91502-1e~1
REV, A
..
DATE
REI JOB NUMBER:
CUEHT CcNTRACT NUYBER:
DIRECTORY PAlH:
FILE NAME:
NO.
DESCRlpnON
BY 0'" TE otK
DATE
....
.ATE
...... XD
"""""
......,.,..
o
ISSUED FOR CONSTRUCTION
TM 10/12/01 AK
~,
~
..~) -,
f-.
~
~
S!
<i!
.. "j t//~ IU
- ,r ,I I 1'/ -
'1X///
.:' / ~/ I
~-------~~ '/I I / I,'
/~ " /I r,
/'- - -iE- .f~1.~" .fQ!iIb..<lI:i~~L1!iE_ '~, \ .:" I (I /1/ ,I,;' I,
, " /:11"/ / Illl //t
{ 'T , " I I I" 1;//
t---~ -t-C_A.JII.Ab.B~Q.1{._____1 I I / / ,t:v /{~f _---
\ \0 PROPOSED 10" LINE 85 \ " I I v.o,"l!? II/"~/; _~- __
\. , ' 20' WIDE FEE PARCEL TO THE CITY 0, "I' /i" I I ,o"~;1 I lllJ _~- _-
"N PROPOSED 8" LINE 84 BAKERSFIELD PER BOOK 6155. PAGE 933 O.R. :// I I yO.:? 111 I; I, __--
'........ '<. ..-""" '/". I I :~ / 'I /I'I:/.' _~- ,_--
--- -- ------------r-------T~~ -==:::::=---------- --------------------------------------------- !//ll y:/ --;~ /:~"-------------------
----------- - b i/ I I I 'I .J:.J11/ _---- C~~ --
N fJ/I/ I '1/ ___-- ..c:P __
----------------r~ ..-~ -----~------- ------------------- --------------:.-:~-"::,---------------------r IF7~/tll(/ :--- //.J.,!",~,e;- ~_:~
-.-.-.-.-.-.e~- -. RELOCATION ~ L .-.-.t-.~.~.B!~~S~.~.-.-._~ _._._._._._._._._._.AR~O PIP~L1N~ . . ~~.~'. '-';;;";;;-.';-,'-'-" /" -/f'-I- ~;;i--/ '-'f/' j~--- =-----l\--- _>::;.:::::::~~""""",1.
~~ I I / if I 'I I 1/;:' ~ TX~STING __ ..-_:__- __",,""-
~ + . EXISTING 'ENCE\ . ;/ (j,-IL1' Ill, Xl no UNE 85 _ _~ _- __",,""-
.- _.50j-.00__ -- __ 56+00_.
w. LEXISTING10"L1NE85.-li I _",,"" III) ,;' '/ . --"':=;==,-===__ :::::""....
"""", >t~ >"" ':R~::"'" ","" -1..".."'.' .'" 'C~~"~~,':" ""'. ,L.., ".... ..rf:f~:;: L~:~._.., ';:'j;~~~!I:~~: /~/~ r-;;.;:-
8" UNE 84 100' WIDE KERN RIVER CANAL EASEMENT WATER LINE. SIDEWALK AND I I r l I I, JI I ",. I ~ 'I
15' WIDE PIPELINE EASEMENT IN ,AVOR OF PACIFIC PIPELINE IN FAVOR OF CITY 0, BAKERSFIELD PER PUBLIC UTILITY EASEMENT I/Y Y,/ I I' fI L:I "'h.' I
PR'EPLEOUCNAETION PER BK. 3815. PG. 334. O,R.. BK. 4064, PG. 697. O.R.. BOOK 4999. PAGE 427. O.R. I PER DOC. NO. 0201018361 / ;111/ IiI II (/~, v
BK 4976, PG. 1690, O.R. AND BK. 5352. PG. 695, O,R. II I, 1/1/ I I, (I Cjj/'. I .......!.
AND BK. 5352, PG. 698. O.R. IRRECOVABLE OFFER OF I/, ,;:' i I I" jI 1Jj'/fj I yl DETAIL r 2i\
: 6~~E~0~Eg~~~1~~~6~ER 11,;);./ 11111'1'1 ,rij 1j;1 V./ EpNLALANRGED\ 263,.31': -P-121
... 16.5' ~DE PIPELINE EASEMENT TO TOSCD CORP. PER LICENSE AGREEMENT 71 , I. " ' ~
DATED JAN, 26. 1951. AND AMENDED IN BK. 5353, PG. 2351, O.R.. ~ (,.' II,'//!! I VI .,
ASSIGNED TO TEXACO lRAD'NG AND lRASPORTATION PER BK. 6090, PG, 1,. O,R, UNKNOWN SUBSlRUCTURE ,7, '.' I I ;/ I 111/
ELECTRIC II/ / / I~ 1:/ I WI J
UNKNOWN SUBSTRUCTURE 7/,(,' / 1/,"/ II, ,~I /1/ '/
q I III': Ii II ;.,1,' I I/' ~
TELEPHONE II I '/1 " I ,1(1 .,,,!'1 I I/' '.'
GAS ii, I" / ;I /:j! -ill I 111// I
I ~'/,' I I/' II
'II' I il.I" In I
In "
r(
, "
A8ANDONED 48" lRUNK SEWER
2" CONDUIT
z '"
o z
:::::! ::;
=> '"
00.
"'Ii:
/!//
I';, f
I:;:' fI
//1;/
WATER
"
"
Z
i=
III
X
'"
GAS
TELEPHONE
/
/
~
(~)
EXISTING PIPELINE
EASEMEN T
----~.-_....
...,.."""
...........
2" CONDUJ.T, .._",-' .,.......,..,.." 'fI,,~..--..--..--
////~ ' ~~~//
'Q~\r;r.,.--
.,-----
;,.--..--
i
i
I
.I
/
.......-.
...........
..........
CONTRACTOR NOllCE
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE Q'MIlER OR OTHERS AND THOSE SHO~ ON THE RECORDS EXA~INEO ARE INDICATED WITH THEIR
APPROXI-"ATE: LOCATION AND EXTENT TI-IE CONTRACTOR IS REQUIRED TO TAKE DUe: PRECAUTIONARY UEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN
AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO NOTIFY THE OV<<lfERS OF THE UTlUTIES
OR STRUCTURES CONCERNED BEf'ORE STARTING WORK. CONSTRUcnO:-l CONTRACTOR AGREES THAT IN ACCORDANCE 'NITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, CONSTRUCTION CONn:lACTOR WILL BE REQUIRED TO ASSUME /COMPLErE RESPONSIBIUTY FOR JOB SITE CONDITIONS DURING THE CQlJRSE or
CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF All PERSONS AND PROPERTY, fHAT n-tIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT
BE LIMlrEO TO NORMAL WORKING HOURS.
/.1//
TRACT 5244
FILED IN BOOK 40 OF MAPS
AT PAGES 42 TO 44
420
.........-.......- ...........................~ ............... ,. .................................................- .... ........... .-- ..........................,...........................- ........ ......- ..............- ............................- ............. ...........- ................................................... ..... ......... ......................................- ........... ... ......................... .......-....
420
410
...... ................ ....-........ .................. ............ ......... ........................"............. ................... ...................... .........~~... ...... .............. .............. .........."............ ........... ........... ....~. .... ... . .............._ ........... '~h.. ........_ ...... ._ .... ......_....... ........ ...................... .......... .............._........ ........_. ..............._......
410
400 ,...........,.................., ...'.............,......... ......".........................., .................. ............., ..........................."... ..................." ...................................,......... ',",................,'....,........, .................,.......... ...................................................,'... ......,..,
400
390 ................. .............., ,................ .................................................... ........... .......................... ................................,.....................................................,......... .................. ................................ ..,'..........., ............................ .......................... ............. ................................. ...........,..................... ....................................,..................................' ......
390
380 .............................,..... ........'......................,.............. ................
tAPPROX' EX
_GRAD~ ELEV
TING
,T.1.Q~",
Ul
....
u:
o
It
370 .. .....................,...................'.. ...........................,.......
4'-0"
"'N, COVER
............................................................'.T..,
380
360
I
\
370
360
350................................... ................................. ......... ...................................,............................................................ ......................... .............
!
350
340
330
..,.........,............., ',...,.....,.................................,.........,.. .........................'................,............,................,...
PROPOSED
8" UNE 84 &
10" UNE 85
PIPEUNE
RELOCATION
............ .................................................... ...................................................-. ................. ...... ......................................................- ...-. . ........................ ........ ......................... ........ .............................. .............................. . ....... ......-..
340
tiQI[S:..
,. COlTRACTCR TO POlHOll; TO llElERMlNE SUBSTRUClIJRE
CO\'ER. NEW PlPE1JNE TO ClEAR AU. SUBSlRUCnJRE
BY "-0" MIN. AND MAINTAIN 4'-0" CO\'ER.
330
,
320
320
310 ..,............ ........ ...., .................... ....................................,.......... .............'.................... .................... ....... ....... ............ ................................, ......................,....................., ......................, ............ ...............................,..,...........
310
ISSUED FOR
CONSTRUCTION
OCT. 12, 2001
300 .........,....,
50 00
............................................. ............~ ..... ...........................................- ... ........... ......... ............ .............- ...................................... .. ........................... ..........................,................ .................................. ....................... ........-......... . ......,......-.....
51 00
52 00
53 00
54 DO
55 00
56 00
57 00
300
.d1;;iitSSI
It{;. P
i ~&:M 'V ___
~ 'TA ,""..
w ~~~ ~~,,.
. ~CI'CA\.\'
HORIZ. ,"=50'
VERT. 1"=20'
00'
2~
P"'l
0'
00'
20'
100'
DWG. NO,
REf'ERENCE DRAWINGS
58 00
10" 16' 3D BEND "\.
8" 16' 3D BEND J
RE\o1SIONS
!l:~
"'C!i
10.75" , 0,188 W.T. API 5L X-52 ERW FBE COATED - 12-14 MILS
8.625" , 0.219 W.T, API 5L X-52 ERW FBE COATED 12-14 MILS
O'
",'
se:~
SPEC :Services, Inc.
17101 'Bushard Street
Fountain Volley, CA 92708
(714) :963-8077
K, \26J3\ALlGN\Z6JJA105, 50
PACIFIC PIPELINE SYSTEM, ING.
8. UNE 84 & 10. UNE 85
PIPEUNE RELOCATION
KERN COUNTY, CAUf'ORNIA
AUGNMENT SHEET
""'" 1"=50" 10,",- 2633 A 105 lAEV 0
CAUllON
,~
LOCATIONS OF PIPE LINES AS SHO"""'" NAY NOT BE EXACT. THE INF'"OAMAnON
SHO'Mll HEREON IS FURNISHED Wln.!OUT LIABtUT'f ON THE PART OF'" PACIFIC
PIPELINE SYSTEM, INC. F'OR ANY DAMACES RESUlTINC FROM ERRORS
OR Ol,lISSIONS THEREIN. THE SPECIF'tC LOCATIONS Ie DEPTHS Of SUCH LINES
!,lUST BE DET[RMINEO BY HAND EXCAVATION. BEf"ORE ANY EXCAVATION OR OTJ.lER
WORI< NEAR THE LINES SHO""" ON THIS I.lAP. CONTACT PACIf"IC PIPEUNE
SYSTEM. INC. 111 N. FlRST ST. SUITE 100 BURBANK, CA. 91502-1l!1~1
REV, A
BY
DAlE
REI JOB N'UNBER:
aJENT cc:tnRACT NUMBER:
DIRECTORV;PATH:
FILE NMlE:~
.,
NO.
DESCRIPTlON
BY OA TE Oil<
OArr
"'"
OArr
ORA" XO
MOOD
II'PllO'otll
o
ISSUED ,OR CONSTRUCTION
ThI 10/12/01 AK
;; II
,
,}
r--.. -.. -.. -.. -.. ----t--~----..-..
. I I
. I
I " I
. I I
. I
I. EXlS11NG 12' PIPEUNE ,,' :
,.",,/ +
, I
EXISliNG 'Fr.f.i. ' :
" I
--~--
AREA UMIT
. ..~~. ~,~".~ ~ ...~.~~,-::-~.~ ~..~ ":~'."~'~.~ ~"~'~'~I.~.....~. ~':~~~":.:1
, / ' .
"'."/m'..... ,/ i
T, 0 SLOPE. 10" /,p. IP.E, ,I I:
8" PIPE ELEVATION
NTAINING". .4'.-0"., -MIN.. COVE
/
-~-~~~L~~~_~~/~~~_~
Ii
I- TP I /
hi~~~ "'i;:~~ ,l' ~/
: TO REMAJN RELOCATION I <- I
!oil 8 ~o ot! PROPOSED ,_!:Jj----------
S. + 0.. QO' 10. LINE 85 , ~,
is' mO if.'7~~L~~~~ON hi
~!=~~~g :~~='=/~=~~~-_-------.. +~_-c\------/~'----~/~~
I ...
'"
~
I
I
I
~
-'&1 ,
. ,
. I
I '
: I'
W.._.._.._.._.
TP
1
EXISl1NG
PIPEUNE
TO REl/AlN
PROPOSED
PIPfJJNE
RELOCA l10N
t-
g~
+0..
0%
~~
cnl"
~. "
't)
/ ! ,mmm.~
fa. 65" ,'0' .
3D' BEND /. .
-----1--... ---------11-
, t.., :i
f/.~;m"mm,i/m ,"Ii
, '1' /,' .
=- - ?~. =- I. =- -=-7~_Z. -=- -=- -=- -=- -=- -=- -=- -=- -=- -=- -=- -=-;j
a~~;~., ~=~/-~,r~\-\t:~~7~11
3I1 BEND i PIPfJJNE
/" i TO BE REMOIlEO I
/ ,/ " i' EXIS11NG a' PPSI ~
/ ' I' PIPfJJNE
/, TO BE REl/OIlEO J
/ ~.,' :' . ---.JI
/ 0'/ i .
~/, I
/ , ,
/ ' .: .
/" 1/ i i
1./ " ;,/ I i.
/ i I :' i.
/' " .
. ._..---~---,~---.. -.. -..-.. -.. ~
I
,
I
...1'
""cy
cl/....
/:1,,;;'
/'"
,
__----J~-j__.;.~_[._..
AREA UMIT
'"."-0'
ENLARGED PLAN
WEST TIE-IN
DETAIL
I'. "-0'
1
2633-A-l01
PROPOSED
8" LINE 85
PIPELINE
RELOCA llON ,
(SEE NOTE 1)
'0' 65"
3D BEND
PROPOSED
10" LINE 84
PIPELINE
RELOCA llON
(SEE NOTE 1)
--,---
I
AREtMIT
r-..-.. -.. -.. -----------.. -...,.... -. .------~-:_':"'.. -.. -.. -. i.
. :1 zzz /.
.' I :J :J :J / .
I . ~~~ I I
H ~ ~ ~ /
: \~' ~ 9 8 /
I . ~ ~ ~ /
J 6 '" /
I /
, co ~ /
\ ~ ~ /
I" % /_
~ ~ 1----
'" '" -----7 Ii
____L___ --.fA
--!~---- ~/7i
/ __-t--:
i
I
,
I
I
I
~
EXISl1NG FENCE
il
'.is
I~
'...,. \'//r'
/ "
/ : I
/ ',~
/'1,
...mil."" ~
/ / / i) ;:--.J
/ "/ " I
/' / ,I J:
/ / /
/ /, /1.
. .....l.. ---"....:.... ..t~
~
_;F~
--= ~
EXISl1NG 10' PPSI\ ~....P''';~'''''''
PIPEUNE _~~
TO BE REl/OIlEO __~___ I
I ~~~~ ;
I ~~~7~ .........~ UNKNOVtN SUBSTRUCTURE
1 ~_~~~ 1)
F :;;::::-- ELECTRIC
-'& -=.-=.- EXISl1NG 6' PPSI UNKNOVtN SU~STRUCTURE
B' PIPEUNE
- i TO BE REl/OIlEO TElEPHONE
. /
. /
I 1//
: l / /
1....._.._.._..__-----___.._.. .._:.~
AREA:luMIT
'1
ENLARGED PLAN
EAST TIE-IN
DETAIL!
1'- "-0'.
/
/
PROPOSED
8" LINE 85 &
10" LINE 84
PIPELINE
RELOCA llONS
(SEE NOTE 1)
4'-0' :
MIN. CO\'ER
il
-3-
1tS11NG ~
CONTRACTOR TO SLOPE 10" PIPE
TO MATCH 8" PIPE ELEVAllON
& MAINTAIN 4'-0. MIN. COVER
ELEVA TION LOOKING NORTH
SECTION
"."-0.
C)
ELEVATION LOOKING NORTH
\
SECTION
'-1'-0" I
I
I
I
~
,. CONTRACTOR TO POTHOlE TO OETERMINE SUBS1RUClURE
CO\'ER. NEW PIPELINE TO CLEAR AU. SUIlSlRUClURE
ay 1'-0. MIN. AHO MAINTAIN 4'-0' CO\'ER.
C)
i
CONTRACTOR NOllCE
AU. UNDERGROlJND UT1U1D OR S1RUC1URES REPORtEJ) BY lHE OWINER OR OTHERS AND THOSE SHC)IMrrI ON 'THE R!:CXlRDS EXAMINED ARE INDICATED 'MlH ntDR
APPROXIMAtE LOCAllClN AND fJC1tNT. ntE CCHlRACTCR IS REQUIRED TO TAXE DUE PRECAU1IONARY WEASURES TO PROTECT THt UTlUltES OR SlRUC11JRES SHO'IM
AND Al4Y onu UlIU11ES OR STRUClURES FOUND AT 1HE SIlL iT SHAlL BE THE co.lRACTOR'S RESPCNSBIUTY TO NOTIFY THE OWNERS OF THE UnUlJES
OR STRIJC'1URES CONCfRNED BEFORE STARlIHG WORK. CONSTRUC11ON CONTRACTOR AGREES THAT IN ACCORDANCE _1M GENEJtAU.V ACaJl'l[D COIS1RUC11DN
PRACTICES. CCNSTRUC1It* CCNl'RACTOR MU. BE REQUIRED TO ASSIAIE CClUPLE1[ RESPCN5IBlUTY FOR J:)8 SITE CCNDI1IOHS DURtNC 'tHE COJRSE OF
CXWSlRIJCllQN CE' THE PRo.JECT. lNQJJOlNC SAFETY rYF AU. PERSONS AND PROPERTY. THA. T 'MS REQUlRDlENT SHAll. BE wADE TO APPLY CQ\IlNJOUSLY AND NOT
BE UWITED TO NORMAL. 'tlJtlRIONQ HOURS.
"
-
r
DWG. NO.
REfERENCE DRAWINGS
..
,.
CAUTION
LOCATIONS Of PP! UNES AS SHCM1\I WAY NOT 8( EXACT. 'THE NPtlItMAncN
SHQIat HEREON IS FURNSHm tl1nKlJT UAIILlTY ON 'nE PART aF PAOFtC
PIPE1.JNf S"l'STDI. INC. FOR /!MY DAMAGD RDULlJNQ FROW EJtRClRS
OR OW!SSIClNS THEREIN. lHE SPEaFlC lOCAtiONS. DEPlHS at SUOt UNEI
WST I!I[ DETEftWIHD) BY HAtI) DCCAYAnoN. BEf'OR( IKY EXCAVA1ION ClIt 01HI:R
WORK NEAR 'DE: LNtS SHOWN CIN THIS YAP. CONTACT pAQFIC PftUNE
S'mE>>. ItC. 111 No FI5f ST. am: 100 aJRBAIrIC. CA. 11l5D2-1115'
RE-ISSUED FOR CONSTRUCl1ON
RE:'ISSUED FOR CONSTRucnON
ISSUED FOR CONSTRUCl1ON
NO. DaalIP110N
RE-ISSUED FOR
CONSTRUCTION
OCT. 30, 2001
REVISIONS
SPEC ~ces. Inc.
'7101 BuShard Street
Fountain Valley, CA 92708
(714) 96~60n
K: 2633 AUGN 2633A121:,2
REI JOB NuwsER:
QJEHT CClNlRACT NUMBER:
DIREC1CRY PA1lt
FIlL HAIlE: I
I
PACIFIC PIPELINE SYSTEM, LLC.
8" LINE 84 & 1 a" LINE 85
PIPELINE RELOCATION
KERN COUNTY, CALIFORNIA
PIPELINE TIE IN DETAILS
SCME: '.."-0' ...1UIIJt 2633 A 121 IllY 2
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