HomeMy WebLinkAbout6233-3SECTION AND DETAIL IDENTIFICATION
EXAMPLE: SECTION AS CUT
SECTION NUMBER
ON SHEET NO. 3 EXPAIPLE DETAIL AS REFERENCED ON
SHEET NO. 3:
�`A
DETAIL NUMBER
3
-SHEET ID WHERE
SHEET NO. WHERE
SECTION APPEARS
DETAIL APPEARS
EXAMPLE: ON SHEET NO. 5 THIS
EXAMPLE ON SHEET NO. 3
THIS DETAIL IS IDENTIFIED AS:
SECTION IS IDENTIFIED
AS: DETAIL 3 DETAIL NUMBER
SECTION A
SECTION
NUMBER
NUMBER 3 SHEET ID WHERE
�
'SHEET ID WHERE
DE17A& WAS
SECTION"WA4"iAK6N4
° -WHERE PLAN AND SECTION (OR DETNL REFERENCED'
CA1-OUT AW DEEM.) APPENR DN THE
5.41E SHEET. DRAWING NUMBER IS REPLACED
BY A LNE
FACILITIES LEGEND
EXISTING FACILITIES
AC. PAVEMENT
X
BUILDING OR STIKI—RE - HATCHING
DENOTES IF DEMO OCCURS -
� ..�
ALL
EWI .ENT T 10 ALL MECHANICAL
EWIPMEIT TRJ BE DENOLSHED
CONCRETE CURB. PAWS-.
WAI(WAY OR WALL
3:11 IXISUNG EMBANKMENT - SLOPE
AS NO m
-� DRNNAGE WAY OR DITCH
INTO. LINE
x 82I.50 SPOT ELEVATION
FX!ST 3` UW !D!i OENOTETESE SIZE. TWEE .0
X
MATERIAL OF PIPSINE
ABOVE GROUND PIP__ PIANO
OIBY-SEE PIPELINE CAJ10Uf FOR
NI C PE
-- - - - - -
BELOW GRWND PIPING -CAL PUNS
ONLY -SEE PIPFIWE CALOUT FOR
SZE & TYPE
FACILITIES TO BE CONSTRUCTED
IF NOTED ON PLANS
a-
AC. PAVEMENT
�(
BUILDING OR STIR FE
S—`T`<--3
CONCRETE CURB. PAVER -SE£ WALKWAY.
WALL OR VALLEY GURFR-SEPLANS
FOR EAACT DESCRIPRON
CONCRETERETAINING WALL
NEW EMBAN. - SLOPE
3,t
AS INDICATED
DRAINAGE WAY OR DITCH
CONTOUR LINE
® 821.50
SPOT ELEVATION
NEW 6" UW (IN)
PIPEINE IDENTIFICATION SIX DENOTES
S TYPE AND MATERUL OF PIPELINE
ABOVE GRWND PWNO-CAL PLANS
ONLY -SEE RPEJNE CALOUT FOR
SIZE, TYPE AND MATTRW.
BELLOW GROUND P_S_c,WL PLANS
ONLY -SEE PIPELINE C CI. T FOR
STZE T'PE AND MATERNL
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I. GENERAL NOTES
1. ALL WORK SHALL BE DONE IN STRICT ACCCR)ANCE WITH THE
PROMECT SPECIFICATIONS AS APPROVED BY THE NLAND EMPIRE
UTILITIES AGENCY QEUA), THE CITY OF FONTANA, AND THE STANDARD
—CATIONS FOR PUBLIC WORKS CONSTRUCTON (LATEST EDITION)
AND THE IEUA STANDARD DETAIL SHEET OF THIS PLAN SET (SHEET
No. 4) AS AFPROPMAT&
2 ANY CCNIRACTO2 PERFORMING W ON THIS PROECT SHALL
FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOF1Y
RESPONSIBLY FOR ANY DAMAGE TO EXISRNG FACILITIES RESULTNO
DIRECTLY Ni INDIRECTLY FROM HIS OFERATIONS, WHETHER OR NOT
SHOWN ON THESE PLANS
S ALL OBSTRUCTIONS WITHIN THE AREA ARE TO BE REMOVED OR
RELOCATED AT THE DIRECTION OF THE ENGINEER. UTILITIES ARE TD
8E RELOCATED BY THEIR RESPECTIYE OWNERS. THE CONTRACTOR IS
REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR
PUBLIC .— CONSTRUCTON (LATEST EDITION).
4. UTiIITY PLAN LOCATIONS WERE TAIO.N FROM RECORD AND WERE
NOT LOCATED N THE FIELD UNLESS OTHERWISE NOTED ON THE
N.M. THE CONTRACTOR IS REFERRED TO SECTON 5 OF THE
STANDARD SPEQFO—S FOR PUBLIC WORKS CONSTRUCTION
(LATEST EDITION).
5. N CASE Of ANY ACCIDENTS II—ING SAFETY MATTERS
COVERED BY SECTON 6424 OF THE CALJFORNIA LABOR CODE, THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DMSION OF
INDUSTRIAL SAFETY,
6. CALL UNDERGRWND SERV ALERT (BI-422-4133) FOR
UNDERGROUND LOCATIONS Q HOURS BEFORE IIIGGNG.
]. THE CONTRACTOR SHALL OBTAIN A TRA}TC CONTROLL PERMIT
46-HRS PRIOR TO THE TIME OF CONSTRUCTION WITHIN THE PUBLIC
WGHT-OF-WAY. THE CONTRACTOR IS REFERRD TO SECTION 110.3
OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
INSTRUCTION (LATEST EDITION).
B. THE CONTRACTOR SHALL RENEW CR REPLACE ANY EXISTING
TRAFFIC STRIPING AND/OR PAVEMENT .—N. WHICH DURING HIS
OPERATIONS HBEYS BEEN ETHER REMOVED OR THE EFECTVENESS
OF WHICH HAS HAS BEREDUCED. RENEWAL OF PAVEMENT STRIPING A
MARKLNCS STALL BE DONE IN INFOMANCE WITH SECTION 310-5.6
OF THE STANDARD SPECIFICATIONS FOR PUBLIC WDRKS
CONSTRUCTION (LATEST EOTON.
9. ALL SEWER MANS SHALL BE BELL AND SPIGOT. EXTRA STRENGTH
NTRIFIED CLAY PIPE I—) UNLESS OTHER WASE NOTED ON THE
PLANS
1D PROFI TO START OF CONSTRUCTION, THE CONTRACTOR SHALL
VERIFY LOCATION AND ELEVATION OF ENSTNG SEWER MAIN(S) AND
NOTIFY AND OBTAIN PPFRCVAL OF THE DESGN ENGNEER AND IEIA
O ANY VARIATION FROM DESON.
11. CONSTRUCTON SHALL NOT BEGIN ON FACILITIES TO BE OWNED
BY IFUA UNTIL AFTER THE ISSUANCE OF A PERMIT BY IEUA TO
ALLOW THE CONSTRUCTO AND ALSO AFTER A PRE-COViRUCTIXN
CONFERENCE TO BE HELD AT LEAST 1 WEEK PRIOR TO THE
BEONNNG OF CONSTRUCTON.
12 IN ADDITION, IEUA AND THE CITY OF FONTANA SHAH SE
NOTIFIED A MINIMUM OF 4 HOURS PRIOR EO ANY CONSTRUCTION N
THE VICINITY OF THE TRUNK SEWER OR PITY FACLITES OWNED AND
OPERATED BY IWA AND/OR CITY OF FONTANA.
13. ALL TRENCHING AND/OR SHORING SHALL MEET REWNEMENTB
OF CAL -OSHA
14. THE CONTRACTOR SHALL SUBMIT COPES OF HIS DEPARTMNET OF
NWSTR1AL SAFETY PERMIT TO EUA AND TO TE CITY OF FONTANA
IS. SHOP DRAWANCS AS REQUIRED BY THE PERMIT SHALL APPROVED
BY IEUA PRO TO THE BEGINNING OF THE CONSTRUCTCN.
16. UNLESS OIHERWHSE APPROVED. LOW PRESSURE WATER TEST FOR
l}L C-RAVITY LIES AND PRESSURI2ED PwwNES SILL BE IN
INFORMANCE WITI SECRON 306-1.4 OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WOIKS CON —ON (LATEST EDITION).
1 PAVEMENT REPLACEMENT SHALL BE DONE IN ACIRDANCE WITH
THE CITY OF FONTANA STANDARD PLAN NO, 10M
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GENERALNOTEB: myrgrmuwsurawnrixmr,�xuasmr�P�a
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TRENCH REPAIR
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IRMAERRY AVENUE BETWEEN JURUPA AND SANfA ANA
SEWER LATERAL INSTALLATION
PROJECT NO. CWI 5111.01
LEGEND AND NOTES SHEET
C-3