HomeMy WebLinkAbout4312-246CURRIER PIPE, STRAP.
WE ANA VATFRW-
PER PLANS
3' a3l+f. I STEEL. CASINO
SIEE 4& STL WALL
MEPM PER
FILolo
SLS" IN S" Wf
UNLESS norE0 � t
OTHEMSE 01U
THF PIANS. -
CARRI£Ti PIPE
JONT
21 min.
t `
l
3{1F�lYP' }
FOR EACH LEtt M OF P -PE, X (CM µ)' LONO
4' X V SKIDS UMLW AT UM ENDS SHML. BE
b"rFtJ►PPED IN PL#4E S' F'RCW EACH END OF PIPE;
NOTCH SRIU TD SEAT STW. SPWS SIS. OC
310 STAINLESS MLL
NOTES!
I. G`R$M 51491 BE It1SrALLE0 BY THE DOPE, ,AK AHO}OR TUNNEL 1AIETR4D.
2. SIZE AND YMCKNIESS Of CASINO SHALL 1W AS SHOYVPI 011 rK PI,MS OR GREATER.
3. AIL STEEL CASING PtK FIELD da KM SFlALL BE 1t13,OED FML-CIRCOI,ttERENCE.
.4. IJNiMi5H0 em! REQ?4Q00 5KIC5 SHALL. BE PROMIDE0 PER VIUM A@C'rt:.
5. CAIMUt PIPE 3144. BC PRESSURE TESTED FOR THE DATER UHL PR10ft TO
F1L" MING,
S. liP$TrZEW AND DOWNSTREI11t1 ELEVAMINS 4F C+ gP3M PPE TO BE VERIFIED
PI401t TO FILLING.
7. CONTRACTOR Std FURNIS4 ALL NECMSAAY THRUST RESTRAINtT ONOES,
TFC RES'EMNF DLVICES SHALL t?£ FURNISHED AND iNSTALLED KR
?I$ WNSTRUCt10N SFECIfM'TVJNS.
a. ERIC" MV OF CASING SMI a£ SMED W TrH CAt1C1EM MO RDR.
9. THE VOID BEi11=N 7W CA,SIHtt P:RE MV THE CAR'RICR PIP= SHILL BE RUM WITH
BLOWN S;mb. UNL.i*SS NOTED OTHERWISE ON THE PLkw.
SMEL CA E DETAL �
DIAL TOLL. FREE
1-800-227-2600
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1. UMT 1 'L' IS TW Mf1IVW DIST/ME FRW COM LEVE OF MIT Et" TO 11WCEM7 JOW OR END OF Pr
2. ROMRM9 COUAR CR ftAPPIHa PU1TF 0" WM LUNE 'SttAt.l. K OESIOI*O AND FA9 MAT® EER AYM
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HOT 70 V-49 �,...
IEUA WATER DISTRICT GENERAL NOTES- vIV v
1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITHI THE PROJECT SPECIFICATIONS AS APPROVED BY THE INLAND EMPIRE
UTILITIES AGENCY (IEUA). THE CITY OF AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
(LASTEST EDITION) AND THE IEUA STANDARD DETAIL SHEET OF THIS PLAN SET (SHEETS NO. -AND -) AS APPROPIATE.
2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY
RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR
NOT SHOWN ON THESE PLANS.
3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED ORRELOCATEDAT THE DIRECTION OF THE ENGINEER.
UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD UNLESS OTHERWISE NOTED ON THE
PLAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 OF THE CALIFORNIA LABOR CODE, THE
CONTRACTORS SHALL IMMEDIATELY NOTIFY THE STA�E DIVISION OF INDUSTRIAL SAFETY.
6. CALL UNDERGROUND SERVICE ALERT (800-422-41 3) FOR UNDERGROUND LOCATIONS 48 HOURS BEFORE DIGGING.
7. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48HRS PRIOR TO THE TIME OF CONSTRUCTION WITHIN THE PUBLIC
RIGHT-OF-WAY. THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION.
8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND/OR PAVEMENT MARKINGS WHICH DURING HIS
OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT
STRIPING & MARKINGS SHALL BE DONE IN CONFORMANCE WITH SECTION 310-5.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION.
DCTP r[f,
Dosiy�od TA.
Orer►I+
Mo. 0/20/03
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as ;,
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VALI)ED to PIPE
OR OI RAKE -
RESTwwIm To I
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E�lrf 3tt'
C.1. FLAT' CATS
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i
R5P SCE N0171_S BELOW
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►X)1'ES:
1• FW SECTXW 105, DEM 0#4IEtI"IS MO R£WQR+C£AIM CETMsl sEE ASA
STAttWO PLAN M4-1.
2. AS* I/4 -TOR. 3B' TWX 11K, i+lUMM A MCEl 1117. W/ FAMC TIPE B. N6 1M+iER
LAYER do BdICI % 1:O MKIC; T P" MWM wo 5p= =WA 72 MD n
FOKE Mm OLMET
ENUM DWPATM if',AL P
9. ALL SEWER MAINS SHALL BE BELL & SPIGOT, EXTRA-STRENGHT VIRTIFIED CLAY PIPE (VCP) UNLESS OTHER WISE NOTED ON THE PLANS.
10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING SEWER MAIN(S) AND
NOTIFY AND OBTAIN APPROVAL OF THE DESIGN ENGINEER AND IEUA OF ANY VARIATION FROM DESIGN.
11. CONSTRUCTION SHALL NOT BEGIN ON FACILITIES TO BE OWNED BY IEUA UNTIL AFTER THE ISSUANCE OF A PERMIT BY IEUA TO ALLOW
THE CONSTRUCTION AND ALSO AFTER A PRE -CONSTRUCTION CONFERENCE TO BE HELD AT LEAST 1 WEEK PRIOR TO BEGINNING
CONSTRUCTION.
12. IN ADDITION, IEUA AND THE CITY OF SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION IN THE
VICINITY OF THE TRUNK SEWER OR ANY FACILITIES OWNED AND OPERATED BY IEUA AND\OR COPY OF
13. ALL TRENCHING AND/OR SHORING SHALL MEET REQUIREMENTS OF CAL -OSHA.
14. THE CONTRACTOR SHALL SUBMIT COPIES OF HIS DEPARTMENT OF INDUSTRIAL SAFETY PERMIT TO IEUA AND TO THE CITY OF
15. SHOP DRAWINGS AS REQUIRED BY THE PERMIT SHALL BE APPROVED BY IEUA PRIOR TO BEGINNING OF THE CONSTRUCTION.
16. UNLESS OTHERWISE APPROVED, LOW PRESSURE WATER TEST FOR THE GRAVITY SEWER LINES AND PRESSURE WATER TEST FOR THE
PRESSURIZED PIPELINES SHALL BE PERFORMED IN CONFORMANCE WITH SECTION 306-1.4 OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION.
AU,EULTrj
DRAWNiG
PR�ARm er• SHOWN
INLAND EMPIRE UTILITIES AGENCY CHINO BASIN FACILITIES SNEL7
A Municipal Water District IMPROVEMENT PROJECT �, /�
.� 1'A i r t I !� s : a � e � . r 4 sr �w..wna �slw L .w. i � IVi
>,..�.... �®., " '•Ta. lom 111-1117
ul BASIN FORCE >
i Nbl}►t!N f1r,R. P/Il4.. a�M�#lliA }}}O ft*t ow
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ow
DETAILS
i 11. ti IT
, �5=�tiF, :. 4 p Prepared onaer The swervleibn CITY OF FONTANA, CALIFORNIA
IEUA REVISION T191f19 f'1�? SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ,��"''°'�°}��4 U R U PA AVENUE STREET IMPROVEMENTS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL .. = MM IN. MM 1EUAREFERENCE
SCALE.
SHOWN HEREON AND CARRIED FORTH 1N A DILIGENT MANNER..
°
HDR ENGINEERING INC. DIAL �� Two >Rp THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DMGNM BY _ DATE:
BEFORE DAYS BEFORE BRING THEM INTO CONFORMANCE WITH COND I T I ONS - DETAILS 12/5/2007
• a� 2880 MARKET STREET, SUITE 100 YOU DIG YOU DIG AND STANDARDS IN EFFECT. aTr:_am BY: ovED B •�- o�aG Na 248
RIVERSIDE, CA 92501 TOLL FKE I-800-227-2600 , , �'"t�+i�iLc f,N,r,� ��-�p��o
(951) 320-7300 A PUBLIC SERVICE BY SND SERVICE ALERT TK CI ENGIN R.C.E. 51152 DATE: 4312 47
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