HomeMy WebLinkAbout2225-1GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS
AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STAN -
ADR SPECIFICATIONS IN EFFECT AS OF THE APPROVAL DATE
OF THESE PLANS.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA
PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK
WITHIN THE CITY LIMITS.
3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE
THE CONTRACTOR TO CONSTRUCT THE WORK TO THE LOCATION
AND GRADES AS SHOWN ON THESE PLANS. SLOPES LESS THAN
0.40% SLOPE SHALL BE STAKED 12.5' ON CENTER.
4. 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.
5. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE
CONTRACTOR, UNLESS OTHERWISE NOTED.
6. ALL STATIONING IS ALONG SEWER CENTERLINE.
7. ALL INSPECTIONS ARE TO BE CALLED FOR THROUGH THE CITY
OF FONTANA AT LEAST "24" HOURS PRIOR TO THE START OF ANY
WORK. (714) 350-7610
8. 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
9. ALL UTILITIES SHALL BE CONSTRUCTED, TESTED, APPROVED AND
BACKFILLED TO THE SATISFACTION OF AND CERTIFIED TO BY THE
SOILS ENGINEER PRIOR TO ANY PAVING.
10. THE ENGINEER SHALL CHECK-OUT ORIGINAL PLANS AND TRANSFER
"AS -BUILT" PLAN BEFORE CITY ACCEPTANCE OF THE IMPROVEMENTS.
II. EXISTING TREES SHALL BE REMOVED ONLY IF SO DESIGNATED.
THOSE TREES NOT INTERFERING WITH CONSTRUCTION SHALL BE
PROTECTED IN PLACE.
12. ALL MANHOLE FRAMES AND COVERS ARE TO BE CONSTRUCTED BY THE
SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON
COMPLETION OF PAVING, THE PAVING CONTRACTOR SHALL RAISE
SAME TO FINISH GRADE.
13. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS FOR CITY RECORDS
PREPARED BY REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA.
14. THE CONTRACTOR SHALL PROVIDE TO THE CITY OF FONTANA TRAFFIC
ENGINEERING DIVISION, PHONE (714) 350-7610, A DETAILED TRAFFIC
CONTROL PLAN DESIGNED IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL,
CHAPTER 5, MANUAL OF TRAFFIC CONTROLS, FOR CONSTRUCTION AND
MAINTENANCE WORK ZONES, LATEST EDITION. THE PLAN SHALL BE REVIEWED
AND ACCEPTED BY THE CITY TRAFFIC ENGINEER PRIOR TO THE ISSUANCE
OF THE CONSTRUCTION PERMIT.
APPROVAL MAY INVOLVE NOTIFICATION OF PUBLIC, PUBLIC AGENCIES, NEWS
SERVICES, AND AFFECTED ADJACENT LAND OWNERS, A CLOSURE CONFLICT
DISCLAIMER AND HAVING PLANS APPROVED BY ANY AFFECTED JURISDICTION.
NOTICE TO CONTRACTOR
THE EXISTANCE AND APPROXIMATE LOCATION OF UNDERGROUND
UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE
DETERMINED BY A SEARCH OF THE AVAILABLE PUBLIC RECORDS.
TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
UNDERGROUND UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON
THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN
AND ANY OTHER UTILITIES OR STRUCTURES AT THE SITE. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE
STARTING WORK.
THE FOLLOWING COMPANIES HAVE AN INTEREST IN THE EXISTING
FACILITIES WITHIN THE LIMITS OF THE PROJECT:
CITY OF FONTANA PACIFIC BELL
ENGINEERING SERVICE DEPT. 3073 ADAMS ST. RM 120
8353 SIERRA AVENUE RIVERSIDE, CA 92509
FONTANA, CA 92335 (909) 359-2524
(909) 350-7610
SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS CO.
300 N. PEPPER AVENUE 16231 VALLEY BOULEVARD
P.O. BOX 788 FONTANA, CA 92335
RIALTO, CA 92376 (909) 829-4935
(909) 820-5483
FONTANA WATER CO. COMCAST
8440 NUEVO AVENUE 8561 NUEVO AVENUE
FONTANA, CA 92335 FONTANA, CA 92335
(909) 822-2201 (909) 350-2344
FONTANA UNION WATER CO.
16779 SPRING STREET
FONTANA, CA 92335
(909) 822-2209
UNDERGROUND ALERT 1-800-422-4133
UNDERGROUND SERVICE ALERT
call: TOLL FREE
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
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GENERAL SEWER NOTES
I. ALL EXCAVATIONS 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 START OF WORK 1-800-422-4133.
3. ALL EXCAVATION SHALL 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 VERIFIED BY A SOILS ENGINEER AND
APPROVED BY THE DEPARTMENT OF PUBLIC WORKS PRIOR TO THE PLACING
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 COMPLETE.
THE TEMPORARY PAVING SHALL BE PLACED AND COMPACTED IN SUCH A
MANNER AS TO PROVIDE A SAFE AND SMOOTH TRAVELED SURFACE. PERMITTEE
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 OVER-
LAID SHALL RECEIVE A TACK COAT OF ASPHALT EMULSION.
8. TRENCHES OF 300 FEET OR MORE 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. PAVEMENT SECT I ON FOR VALLEY I S 6 ' AC OVER 8 1/2" A B. TH I S TH I CKNESS
IS FOR BID PURPOSES ONLY, ACTUAL THICKNESS TO BE DETERMINED IN
FIELD. (NOTE: FOR BID PURPOSES ASSUMED T1=10.5 AND R=50)
II. IF TRENCH FAILURE SHOULD OCCUR, THE PERMITTEE WILL BE NOTIFIED
OF SUCH DEFICIENCIES. TRENCH FAILURES SHALL BE REMEDIED, REMOVED,
AND REPLACED AT CONTRACTOR'S SOLE EXPENSE AND TO THE SATISFACTION
OF THE CITY ENGINEER.
12. 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
2-2/1 ..........................................90-100
N0. 4 ..........................................35-100
13. INTERUPTION OR DIVERSION OF SEWAGE FLOWS TO FACILITATE MANHOLE
CONSTRUCTION OR MODIFICATION MUST BE APPROVED BY THE ENGINEER.
14. EXISTING PAVEMENT ACROSS VALLEY BOULEVARD (OLD ROUTE 66) IS
UNDERLAID BY CONCRETE. EXACT LOCATION OF CONCRETE PAVEMENT
TO BE DETERMINED IN FIELD.
ENGINEER'S STATEMENT
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR
ASSURING THE ACCURACY AND ACCEPTANCE OF THE WORK HEREON. IN
THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY
THE CITY.
BASIS OF BEARINGS
THE BEARING OF N 89028'58" E AS SHOWN FOR THE CENTERLINE
OF VALLEY BOULEVARD ON PARCEL MAP N0. 12433, AS RECORDED
IN BOOK 165, PAGES 35 AND 36 OF PARCEL MAPS, RECORDS OF
THE COUNTY OF SAN BERNARDINO, STATE Of CALIFORNIA.
BENCH MARK
RAILROAD SPIKE IN POWER POLE # 62796 NORTH WEST CORNER
INTERSECTION OF MARYGOLD AND MANGO, ELEV. 1140.95
5.6'
MIN.
MAINTAIN 2.5'
MINIMUM CLEARANCE
EXISTING 12" V.C.P.
PROTECT IN PLACE
PROPOSED
V.C.P. SEWER
12n
LH
IIN.
ADT -AVERAGE DAILY TRAFFIC
VICINITY MAP
N.T.S.
13' OR 22' (SEE PLAN)
REPLACE A.C. PAVEMENT PER
CITY OF FONTANA STANDARD
TRENCH REPAIR, STD.
DETAIL 131, SEE GENERAL
SEWER NOTE 10.
12"
15' EXIST. CONC. PAVING
13'
*= IMIN.1 6 's 1 7
NEW
ABANDONED P.C.C. ROADWAY
BELOW EXIST. PAVEMENT
_ REMOVE EXIST.
�ffI r
� SHOR i NG IS CONCRETE PAVING
LfL'
MANDATORY -
- PER CAL OSHA'S 71 SAWCUT EXIST. CONCRETE
APPR VAL_ PAVING AT 6" BEYOND TRENCH
I
?TDCH LOCATION
STA. 37+30.00 TO
STA. 40+40.00
T�
ROSEMARY
ui
a.
w
a
MARYGOLD
0
0
P I PE BEDD I NG PER C I TY OF FONTANA
0
c�
z
w
a
o
w �-
TELEPHONE
wa
0-
TO
BARREL.
a
w
SANITARY SEWER CONSTRUCTION.
2"
C=
CLEARANCE
a
a
TO
BELL OR
COLLAR.
Cm
wCL
y -
w
ADT=25 000
z
a
ADT=26,000
-
"'
ADT=37,000
w
VALLEY BLVD. 0
0
PER CITY OF FONTANA STD. 101.
40
a
6
REMOVE AND RECONSTRUCT CONCRETE SIDEWALK PER
280
S.F.
SITE
U
w
„
INSTALL 18" VCP SEWER.
485.7
L.F.
O8
INSTALL 15" VCP SEWER.
H
L.F.
O9
INSTALL 12" VCP SEWER.
192
L.F.
v
a
BRICK a MORTAR PLUG 15" PIPE
I
EA.
it
SAWCUT EXISTING PAVEMENT.
9,652
L.F.
10 FWY
ADT -AVERAGE DAILY TRAFFIC
VICINITY MAP
N.T.S.
13' OR 22' (SEE PLAN)
REPLACE A.C. PAVEMENT PER
CITY OF FONTANA STANDARD
TRENCH REPAIR, STD.
DETAIL 131, SEE GENERAL
SEWER NOTE 10.
12"
15' EXIST. CONC. PAVING
13'
*= IMIN.1 6 's 1 7
NEW
ABANDONED P.C.C. ROADWAY
BELOW EXIST. PAVEMENT
_ REMOVE EXIST.
�ffI r
� SHOR i NG IS CONCRETE PAVING
LfL'
MANDATORY -
- PER CAL OSHA'S 71 SAWCUT EXIST. CONCRETE
APPR VAL_ PAVING AT 6" BEYOND TRENCH
I
?TDCH LOCATION
STA. 37+30.00 TO
STA. 40+40.00
T�
TRENCH DETAIL
SCALE I' = 3'
LEGEND
P.C.
SAN SEWER
.09\II��II
P I PE BEDD I NG PER C I TY OF FONTANA
6"
MINIMUM
CLEARANCE
TELEPHONE
STANDARD SPECIAL PROVISIONS FOR
TO
BARREL.
112" MAX.)
MIN=O.D.+12"
SANITARY SEWER CONSTRUCTION.
2"
MINIMUM
CLEARANCE
MAX=O.D.+24"
(SEE GENERAL SEWER NOTE No. 11)
TO
BELL OR
COLLAR.
(6'-0" AT MANHOLES)
STREET LIGHT
TRENCH DETAIL
SCALE I' = 3'
LEGEND
P.C.
SAN SEWER
-------5-------
WATERLINE
-------W-------
GAS LINE
-------G-------
TELEPHONE
-------T-------
POWER POLE
♦-
GATE VALVE
�
HYDRANT
--�
SEWER SERVICE
-OS
WATER SERVICE
-�
GAS SERVICE
RT.
TREE
LT.
STREET LIGHT
y -
RIGHT -OF -WAY
---- R/W
CENTERLINE
-- i
PROPERTY LINE
R
LIMITS OF EXCAVATION
ABBREVIATIONS
PLASTIC CONDUIT
P.C.
WATER METER
W.M
ASPHALTIC CONCRETE
A.C.
REINFORCED CONCRETE BOX
R.C.B.
STORM DRAIN
S.D.
MANHOLE
M.H.
POWER POLE
P.P.
WATER VALVE
W.V
CURB a GUTTER
C.a G.
DRIVE
DR.
RIGHT
RT.
LEFT
LT.
CONSTRUCTION NOTES & QUANTITY ESTIMATE
ITEM
QUANTITY
UNIT
OI
INSTALL 21" VCP SEWER
3,990.5
L.F.
O2
INSTALL STD. PRECAST MANHOLE PER
CITY OF FONTANA STD. DETAIL No. 112.
14
EA.
REMOVE PAVEMENT NECESSARY TO INSTALL SEWER.
O3
SEE NOTE 3 OF THE GENERAL SEWER NOTES.
28,776
S.F.
O
REPLACE AC PAVEMENT WITH 6" AC OVER 8 1/Z A B
SEE NOTES 5 THROUGH 10 OF THE GENERAL SEWER
A.C. 11036
TONS
NOTES.
A.B. 755
C.Y.
REMOVE AND REPLACE 8" CURB AND GUTTER PER
O5
PER CITY OF FONTANA STD. 101.
40
L.F.
6
REMOVE AND RECONSTRUCT CONCRETE SIDEWALK PER
280
S.F.
CITY OF FONTANA STD. 102-B.
O7
INSTALL 18" VCP SEWER.
485.7
L.F.
O8
INSTALL 15" VCP SEWER.
218
L.F.
O9
INSTALL 12" VCP SEWER.
192
L.F.
10
BRICK a MORTAR PLUG 15" PIPE
I
EA.
it
SAWCUT EXISTING PAVEMENT.
9,652
L.F.
12
SAWCUT EXISTING CONCRETE CURB OR WALK.
48
L.F.
13
SAWCUT EXISTING CONCRETE PAVING.
850
L.F.
14
REMOVE EXISTING CONCRETE PAVING.
1,740
L.F.
A � UILTS
DANA S. HALLADAT DATE