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GENERAL CONSTRUCTION NOTES:
1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE
PROJECT SPECIFICATIONS AS APPROVED' BY THE INLAND EMPIRE
UTILITIES AGENCY (IEUA), THE CITY OF FONTANA AND THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
(LATEST EDITION) AND THE IEUA STANDARD DETAIL SHEET OF
THIS PLAN SET (SHEET NO. 6 OF 6) AS APPROPRIATE.
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 OR RELOCATED AT 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 CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL
SAFETY.
6. CALL UNDERGROUND SERVICE ALERT (800-422-4133) FOR UNDERGROUND
LOCATIONS 48 HOURS BEFORE DIG.
7. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48—HRS.
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 OR 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.
9. ALL SEWER MAINS SHALL BE BELL AND SPIGOT EXTRA STRENGTH
VIRTIFIED CLAY PIPE (VCP) SEWER PIPE UNLESS OTHERWISE 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 FONTANA 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 CITY OF FONTANA.
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 FONTANA.
15. SHOP DRAWINGS AS REQUIRED BY THE PERMIT SHALL BE APPROVED BY
IEUA PRIOR TO BEGINNING 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 ACCORDANCE WITH
SECTION 306-1.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION.
52'
.e
12,
PROPOSED 8" CURB & GUTTER 40.00'
PER CITY OF FONTANA STD. 12"
DETAIL 101.
r(� EXISTING 48" MANHOLE
3" LEVELING
RINGS AS
REQUIRED -
12" MAX.,
6" MIN.
36"
16" OR 32"
RINGS TO
MAKE UP
REQUIRED
DEPTH
72"0 MANHOLE
6"
10"o
a SLOPE PIPE
SHELF
2 /FT•
d
�-------- _--------
--- -------------------
DRILL & DOWEL STEEL INTO
EXISTING CONCRETE EXISTING BASE AT 2' O.C.
BASE TO REMAIN
SECTION A—A
SCALE 1 "= 10'
PHILADELPHIA A VE.
0 0
00
° 0 000
30"
°d
d '
N OTE:
NEW ADDITION TO CONCRETE BASE
TO BE 3000 P.S.I. REINFORCED
CONCRETE AND BE DOWELED TO
EXISTING BASE. EXISTING SEWER
SYSTEM SHALL REMAIN IN OPERATION
AT ALL TIMES.
#5 REINFORCING
(STEEL (TYP.)
#3 TIES (TYP.)
4.
NEW ADDITION TO
° Q r44)CONCRETE BASE
—t- A,
_d ,
d
#5 DOWEL (TYP.)
24"
A M
n rr,er __11 - t t n S It iii r C'•1 I A I-1' _.
NOTE EXISTING 10"------' IN
INVERT ELEVATIONS AS VCP SEWER
SHOWN ON PLAN AND
PROFILE.
EXISTING MANHOLE NO. 3
—PLAN VIEWSCALE 1 "= 10'
1. PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS
OF A.S.T.M. C478 AND BE DESIGNED FOR AASHTO H2O
LOADING.
2. MATERIALS, EMBEDMENT, PLACEMENT, AND COMPACTION OF
GRANULAR EMBEDMENT AND COMPACTED BACKFILL WILL CONFORM
TO THE AGENCY'S STANDARD SPECIFICATIONS FOR PIPE BEDDING
AND TRENCH BACKFILL.
SEWER MANHOLE WITH ECCENTRIC CONE
+ 1 I NOT TO SCALE
D•
DOUBLE GRATE INLET z z
STRUCTURE PER CITY ° o a
OF FONTANA STD. DET.
120 -B._ z
6� > O
FL = CENTER GRADE
EXIST 3S RCP
I?_" RCP CLASS IV
PIPE TO ENTER EXIST.
RADIALLY)
0 DETAIL "A"
N.T. S.
JUNCTION STRUCTURE PER APWA
STD. 332-0, CASE 1, -Ir A=900 RECORDLT
D R A VY (I V Gj
EXISTING 36" RCP
ESITO Nr. TABIOLO DATE
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)GE OF GUTTER
G 10" VCP SEWER
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D•
DOUBLE GRATE INLET z z
STRUCTURE PER CITY ° o a
OF FONTANA STD. DET.
120 -B._ z
6� > O
FL = CENTER GRADE
EXIST 3S RCP
I?_" RCP CLASS IV
PIPE TO ENTER EXIST.
RADIALLY)
0 DETAIL "A"
N.T. S.
JUNCTION STRUCTURE PER APWA
STD. 332-0, CASE 1, -Ir A=900 RECORDLT
D R A VY (I V Gj
EXISTING 36" RCP
ESITO Nr. TABIOLO DATE
iI
I
C
FNTER G Underground Service Alert QROEEssioNqj
F<• Fxsr F 0� ° o roG ICT CONSULTANTS, INC.���
Call: TOLL FREE 'AK Civil Enaineers - Survevors - Planners TFRFS]Tn N TARin[
)GE OF GUTTER
G 10" VCP SEWER
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