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EXISTING 72" DIA. MANHOLE
PER SOUTHRIDGE VILLAGE
PLAN REF. #1583
THE FOLLOWING COMPANIES
HAVE AN INTEREST IN THE EXISTING
FACILITIES WITHIN THE LIMITS OF
THE PROJECT:
CITY OF FONTANA
ENGINEERING SERVICES DEPARTMENT
8353 SIERRA AVENUE
FONTANA, CA 92335
(909) 350-7610
SOUTHERN CALIFORNIA EDISON
7951 REDWOOD AVENUE
FONTANA, CA 92336
(909) 357-6231
FONTANA WATER COMPANY
P.O. BOX 601 0
EL MONTE, CA 91734
(818) 448-6138
COMCAST CABLE T.V.
1265 WEST BROOKS
ONTARIO, CA 91762
(909) 988-2999
PACIFIC BELL
3073 ADAMS STREET, RM. 120
RIVERSIDE, CA 92509
(909) 359-2524
SOUTHERN CALIFORNIA GAS CO.
P.O. BOX 3003
REDLANDS, CA 92373
(909) 335-7769
FONTANA UNION WATER CO.
16779 SPRING STREET
FONTANA, CA 92335
(909) 822-9190
CHINO BASIN MUNICIPAL WATER DIST.
8555 ARCHIBALD AVENUE
BOX 697
CUCAMONGA, CA 91730
(909) 987-1712
— — -- — - 1 2'W
EXIST 33-,--,N/Cp7--
14' X 9' STORM DRAIN
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OPOSED CURB & G EXISTING R/W UT/TffR- EXISTING R/W
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------------------ FOR -F -V RE -USE --------------------------------------------- — -----
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------------------------- . .......... . aband.1 0"W
�--Ua- n d -.M IT a b a n 1-:1 —0- W -aband10"W aband.1 O'W — — ------- - - -- ----------------- CONSTRUCT 634 L.F. OF 8" V.C.P. SEWER -------------- ------- ------------------- 111�11111 - -------------- -------- N f -----------------
U
SEWER CONSTRUCTION NOTES_
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT
AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN OR NOT SHOWN ON THESE PLANS.
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON—
SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY,
THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES
OR STRUCTURES CONCERNED BEFORE STARTING WORK.
1. ALL EXCAVATION WITHIN THE CITY OF FONTANA RIGHT—OF—WAY REQUIRES AN EXCAVATION
PERMIT FROM THE PUBLIC WORKS DEPARTMENT.
2. UNDERGROUND SERVICE ALERT SHALL BE NOTIFIED 2 WORKING DAYS PRIOR TO THE
START OF WORK AT 1-800-422-4133.
3. ALL EXCAVATION SHELL BE MADE, PROTECTED AND SUPPORTED AS REQUIRED FOR
SAFETY AND IN THE MANNER SET FORTH IN THE OPERATIONS RULES, ORDERS AND
REGULATIONS PRESCRIBED BY THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY.
4. COMPACTION OF BACKFILL SHALL BE VERIFIED BY A SOILS ENGINEER AND APPROVED
BY THE CITY ENGINEER OR DESIGNER PRIOR TO THE PLACEMENT OF THE PERMANENT
PAVEMENT.
5. PERMANENT PAVEMENT SHALL BE REPLACED WITHIN 5 DAYS OF EXCAVATION. A
MINIMUM 2 INCH THICKNESS OF TEMPORARY ASPHALT PAVING SHALL BE PLACED
WITHIN THE TRENCH AREA UNTIL PERMANENT REPAIR IS COMPLETED. THE TEMP—
ORARY PAVING SHALL BE PLACED AND COMPACTED IN SUCH A MANNER AS TO
PROVIDE A SAFE AND SMOOTH TRAVELED SURFACE. PERMITEE SHALL MAINTAIN
THE TEMPORARY PAVEMENT IN A SAFE AND SMOOTH CONDITION UNTIL PERMANENT
PAVING IS IN PLACE.
6. PRIOR TO PLACEMENT OF PERMANENT PAVING, EXISTING PAVEMENT SHALL BE SAWCUT
TO A NEAT, STRAIGHT LINE. PAVEMENT CRACKED ADJACENT TO THE TRENCH SHALL
BE SAWCUT AND REMOVED.
7. ALL EDGES OF EXISTING PAVEMENT BEING JOINED AND SURFACE BEING OVERLAID SHALL
RECEIVE A TACK COAT OF ASPHALT EMULSION.
14' X 9' STORM DRAIN
EXISTING STORM DRAIN
PLAN REF. # 1774
8. TRENCHES OF 300 FEET OR MORE ARE TO BE PAVED WITH A SELF—PROPELLED PAVING
MACHINE.
9. ANY STREET PAVED OR RESURFACED IN THE PREVIOUS 36 MONTHS WHERE THE TRENCH
EXTENDS FROM THE CURB MORE THAN 7 FEET OR IS IN A TRAVELED LANE, WILL REQUIRE
AN OVERLAY 25 FEET IN BOTH DIRECTIONS FROM THE CENTERLINE OF TRENCH. OVERLAYS
SHALL BE PAVED WITH A SELF—PROPELLED PAVING MACHINE.
10. IF TRENCH FAILURE SHOULD OCCUR, THE CONTRACTOR WILL BE NOTIFIED OF SUCH DEF—
ICIENCIES. TRENCH FAILURES SHALL BE REMEDIED, REMOVED AND REPLACED AT
CONTRACTOR'S SOLE EXPENSE AND TO THE SATISFACTION OF THE CITY ENGINEER.
11. BEDDING MATERIAL SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE OR NATIVE FREE—
DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF NOT LESS THAN 30,
AND SHALL HAVE A PERCENTAGE COMPOSITION BY WEIGHT WHICH CONFORMS TO THE
FOLLOWING GRADING:
SIEVE SIZES PERCENTAGE PASSING SIEVES
2-1/2 90-100
NO. 4 35-100
12. INTERRUPTION OR DIVERSION OF SEWAGE FLOWS TO FACILITATE MANHOLE
CONSTRUCTION OR MODIFICATION MUST BE APPROVED BY THE ENGINEER.
13. TERMINATE ALL 6 HOUSE SEWER LATERALS 3' PAST EDGE OF PAVEMENT OR BACK OF
CURB WITH A PLUG. ALL SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM
GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
14. CONTRACTOR SHALL KEEP AN ACCURATE RECORD OF AS—BUILT CONDITIONS, INCLUDING
LOCATIONS AND ELEVATIONS AT THE END OF HOUSE LATERALS.
15. CONTRACTOR SHALL ADJUST ALL MANHOLE RIMS TO FINISHED GRADE ELEVATION. NO
SEPARATE PAYMENT WILL BE MADE.
AT FUTURE LANDSCAP� MEDIAN
14' X 9' STORM DR. -IN
CONSTRUCTION NOTES_
ITEM
CONSTRUCT 8" EXTRA STRENGTH
V.C.P. SANITARY SEWER
CONSTRUCT MANHOLE STRUCTURE
PER CITY STD. 112
CONSTRUCT 6" SEWER LATERAL
PER CITY STD. 125
/,///q,cjVESS10 R. C.3
Lj rn
No. 13537 Exp. 3-31-01
clvk F
QUANTITY CALL TOLL FREE
71 8 L. F. 1-800-422-4133
2 EA. TWO
WORKING DAYS
60 L.F. BEFORE YOU
DIG
Underground Service Alert
of Southern California
14' X 9' STORM DRAIN
N
T H
GENERAL NOTES_
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE GREENBOOK AND
THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS IN EFFECT
AS OF THE APPROVAL DATE OF THESE PLANS.
CONSTRUCTION PERMITS SHALL BE OBTAINED BY THE CONTRACTOR FROM THE CITY OF
FONTANA PUBLIC WORKS DEPARTMENT AND THE COUNTY OF SAN BERNARDINO TRANS—
PORTATION DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS OR
THE COUNTY OF SAN BERNARDINO.
ADEQUATE STAKES SHALL BE SET BY A REGISTERED CIVIL ENGINEER WITH RCE #33965
OR LOWER, OR A LICENSED LAND SURVEYOR TO ENABLE THE CONTRACTOR TO CONSTRUCT
THE WORK TO THE LOCATION AND GRADES AS SHOWN ON THESE PLANS.
ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES,
WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN OR NOT
SHOWN ON THESE PLANS AND LOCATED WITHIN AREAS TO BE IMPROVED, AND INTERFERING
WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS.
EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR, UNLESS
OTHERWISE NOTED.
ALL STATIONING IS ALONG SEWER CENTERLINE.
ALL INSPECTIONS ARE TO BE CALLED FOR THROUGH THE CITY OF FONTANA AT LEAST
24 HOURS PRIOR TO THE START OF ANY WORK. (909) 350-7610
ALL PROPOSED CONNECTIONS TO EXISTING ELEVATIONS OF EXISTING UTILITIES SHALL BE
VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF ANY WORK. THE ENGINEER
SHALL BE NOTIFIED OF ANY DEVIATIONS IMMEDIATELY.
ALL UTILITIES SHALL BE CONSTRUCTED, TESTED, APPROVED AND BACKFILLED TO THE
SATISFACTION OF AND CERTIFIED TO BY THE SOILS ENGINEER PRIOR TO ANY PAVING.
THE CONTRACTOR SHALL SUBMIT ALL AS—BUILT INFORMATION TO THE ENGINEER OF
RECORD. THE ENGINEER OF RECORD WILL REVISE RECORD DRAWINGS AS REQUIRED
AND WILL SUBMIT THEM TO THE CITY FOR THE CITY ENGINEER'S APPROVAL BEFORE
CITY ACCEPTANCE OF THE IMPROVEMENT.
MATERIALS, INSTALLATION AND BACKFILL SHALL CONFORM TO THE STANDARD SPECIAL
PROVISIONS FOR SANITARY SEWER CONSTRUCTION IN THE CITY OF FONTANA AND THE
GREENBOOK.
EXISTING MANHOLES WHICH ARE TO BE ADJUSTED TO A NEW GRADE SHALL BE DONE WITH
MATERIALS SIMILIAR IN QUALITY TO THOSE IN THE ORIGINAL STRUCTURE. THE CONTRACTOR
MAY RAISE MANHOLES TO GRADE PRIOR TO PAVING BY THE USE OF METAL RINGS WHICH
MEET WITH THE APPROVAL OF THE CITY ENGINEER.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCHMARKS
NOTED ON THESE PLANS OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION
TO THE CITY ENGINEER. MONUMENT PLACEMENT SHALL BE DONE BY A REGISTERED
CIVIL ENGINEER WITH RCE #33965 OR LOWER, OR A LICENSED LAND SURVEYOR ONLY.
E N SCALE: I" � 40'-
40 0 20 40 80 160
IN FEET
VALLEY
BOULEVARD
VICINITY MAP