HomeMy WebLinkAbout3384-1I vvvYIVI\IM Q Urli..d i i\IVI\ IVii 1!_ .d illtel VI 0-1111 vvw"" ", i \.lGLiv IN-111Ui ee�u neve nee ee ems. veer uinu i.�.
CALL (909) 350--7610
DESCRIPTION
QUANTITY
w gym. ram
I'R,1\ f 10-07-2
6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN
CONSTRUCT 2,5'H x 4'W R.C. BOX PER CAL TRANS STD, DWG, N0. D80 (FLAT INVERT); WALL
THICKNESS AND STEEL REINFORCEMENT SHALL CONFORM TO TABLE SHOWN IN STD. DRAWING
(USE SPAN= 1220 mm AND HEIGHT= 915 mm FROM TABLE AND MAX COVER OF 3.0 m)
42 LF.
1m's',
-173- �J
THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED
BY THE CITY TRAFFIC ENGINEER.
-fry,/CT
-3 -17/20
C.B. No. Al 1
NI B\r -10,907-123
ri j
INSTALL 42" R.C.P. (1350--D)
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC
17
Q100-27 0 CFS
�J
I \
CITY OF FONTANA
ATT35 CARR NAVARRO
INSTALL 30" R.C.P. (2000-D)
CONTROL. DEVICES AT ALL TIMES.
24 STORM DRAIN
-1 _0 16
11 18 1J 56J6 J .64 ,�, j -52� 0 D 46 47
6 �
37
8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR 24" STORM DRAIN
GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. TRACT BaUNDARY
9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, C.B. NO. A10
SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL Q100=22.4 CFS C.B. NO, A9
SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL B NO. A8 1 Q100=11.0 CFS
EXISTS FOR GROUND MOVEMENT. 4 25 26 49 50 73 74 75 7
10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE Q100=7.5. GFS 163 STORM DRAIN 2
PERMIT FOR THAT PURPOSE. 18 STORM DRAIN 2 48 7
11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE i 1 51
THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY r
EXISTING UTILITIES, AND To EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT 27
UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION, 3 23 ROSEWOOD
12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED T0, TRACT 47 71
GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED 1\7� �r� ��;� 13 2 2
WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING
DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 4 22 4 83 82
13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY 46 53 70
AUTORIZAITON. THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND 14 29
WATER REQUIREMENTS.
21
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
69 85
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO �J -36 STORM DRAIN 45 54
30
CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF
BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 20
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT 4.4 55 68 86 9 \9q
PRIOR NOTIFICATION TO THE CITY ENGINEER. -18 1
17, REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND D 19
BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER QR LICENSED LAND SURVEYOR. SURVEY MONUMENTS LLJ7
THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY I :@32 43 56 7 7
98
THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER
REPLACEMENT OF THE MONUMENT. < 1 F_
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES, A MINIMUM 12 - -
FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. RAYMOND AVENUE m 0 33 4 57 fib z 88 97
19, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE 17
WATERING, AT ALL TIMES.
-7 LLJ
20, THE CONTACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC
OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTE APPROVAL. a J 1 34 41 5 9 9
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. I _
22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION, FAILURE TO OBTAIN THE REQUIRED DENSITY SEE SHEET 3 1
SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 15 35 40 5 04 Q 95
0 D
23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FORM UNDERMINING STREET IMPROVEMENTS, 10
UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR
LEAVING IMPROVEMENTS, 11
24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. _1.1 14 30 39 60 03 91 94
25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION )
OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS -12v 12 C.B. No, C213 37 3 1 fit 92 93
OR LOCATIONS SHOWN ON PLANS.v\
27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL f RA,(,- r -1206-1-2 Q10p=26.5 CFS
NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY, N11-3, 30" STORM DRAIN
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND 13 - - C.B. NO. C1 -- CHERRY LEAF LANE
-
APPROVED. Q,00=26,5 GFS ----
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 36 STORM DRAIN 100
30. APPROVED SOIL STERIL.ANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. Irl, 59
31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING SEE SHET 4 124 125
CONTRACTOR UPON COMPLETION OF PAVING. 154 130 12 12 127 12 125 122 121 120 119 11
32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER _16 133 152 151
TRAFFIC CONTOL DEVICES TO THE SATISFACITON OF THE CITY TRAFFIC ENGINEER.
33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE iliffilmlmimi
RECORD DRAWINGS TO THE CITY ENGINEER. TRACT BOUNDARY-
34. MINIMUM D -LOAD FOR ALL RCP IS 1350. 4
42" STORM DRAIN -1-01J 17 1J -1 � -14 _13 12 -1-1 135 136 137 117
Zz 13
11
18" STORM DRAIN " C.B. NO, A6 159
N
C B. NO. A7 � � Q100=16.1 CFS � � 115
ELM
r C' r r , 00- 7.7 CFS r TRACT C 0 6 0J 2
AVENUE�F�.�\r � J�J�''� 48" STORM DRAIN � I � r \ � ��J
NIB, 18-411-331/ G.B. N0. A4 I\�1s1-176i67-�a� 143 140
991399
1 a EXISTING STORM DRAIN i 18" STORM DRAIN r3 !� J 6 1� 13 9 -10 1 42
LINE PER TRACT 12982 Q10o=4.9 CFS 141 114
SEE SHEET 4 Q,B._3.70. A3
ITEM
DESCRIPTION
QUANTITY
CONSTRUCT 25H x 1O'W R.G. BOX PER CAL TRANS STD. DWG. NO. D80 (FLAT INVERT); WALL
THICKNESS AND STEEL REINFORCEMENT SHALL CONFORM TO TABLE SHOWN IN STD, DRAWING
(USE SPAN= 3050 mm AND HEIGHT= 1520 mm FROM TABLE AND MAX COVER OF 3.0 m)
123 L,F,
CONSTRUCT 2,5'H x 4'W R.C. BOX PER CAL TRANS STD, DWG, N0. D80 (FLAT INVERT); WALL
THICKNESS AND STEEL REINFORCEMENT SHALL CONFORM TO TABLE SHOWN IN STD. DRAWING
(USE SPAN= 1220 mm AND HEIGHT= 915 mm FROM TABLE AND MAX COVER OF 3.0 m)
42 LF.
THOMAS BROS, 2001 EDITION
INSTALL 66" R.C.P. (1350-D)
610 L.F,
uj
INSTALL 48" R.C.P. (1350-D)
16 L.F.
INSTALL 42" R.C.P. (1350--D)
308 L.F.
6
INSTALL 36" R.C.P. (1500-D)
990 L.F.
CITY OF FONTANA
ATT35 CARR NAVARRO
INSTALL 30" R.C.P. (2000-D)
230 L.F.
.�
INSTALL 24" R.G.P. (2000-D)
83 L.F.
8353 SIERRA AVE
8
INSTALL 18" R.C.P. (2000-D)
143 L.F.
1a
CONSTRUCT CATCH BASIN PER A.P.W.A. STD. 300-2
13 EA,
11
CONSTRUCT LOCAL DEPPRESSION PER A.P.W.A. STD. 313-1 CASE B
13 EA.
12
CONSTRUCT MANHOLE PER A.P.W.A. STD, 320-1
2 EA.
13
CONSTRUCT MANHOLE PER A.P.W.A. STD. 322-1
4 EA.
14
CONSTRUCT MANHOLE PER A.P.W.A. STD. 323-1
1 EA.
15
CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. 333-1
3 EA.
16
CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD. 340-1
3 EA.
17
CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD. 342-1
2 EA,
18
CONSTRUCT CONCRETE COLLAR PER A.P.W.A, STD, 380-2
4 EA,
19
CONSTRUCT 10' LONG CONCRETE ENCASEMENT PER DETAIL ON SHEET 2.
90 L.F.
20
CONSTRUCT CONCRETE HEADWALL PER CAL TRANS STD, DWG. NO. D 90
(H=7.0' (2.1m), L=14.32' (4.4m)), SEE EXHIBIT ON SHEET 2
1 EA.
21
SAWCUT AND REMOVE EXISTING PAVEMENT AND REPLACE IN KIND NTH
NEW PAVEMENT AND BASE PER STD. 131
1,868 S. F.
22
INSTALL 72" R.C.P. (1350-D)
100 L.F.
23
REMOVE EXISTING STORM DRAIN
333 L.F.
24
REMOVE EXISTING CATCH BASIN
6 EA.
25
REMOVE EXISTING CURB & CUTTER TO CONSTRUCT CATCH BASINS, REPLACE CURB &
GUTTER WHERE NECESSARY BETWEEN CATCH BASINS AND AT BOTH ENDS OF CATCH
BASINS PER STD, 1003
4.40 L,F.
26
INSTALL 6" PVC (SDR 35)
781 L.F
27
INSTALL 6" CLEANOUT PER DETAIL ON SHEET 5
2 EA.
28
CONSTRUCT 4" CONCRETE (2500 PSI) REINF. WITH 6"x6" #10x#10 W.W,M.
3,800 S.F,
29
CONSTRUCT TRASH RACK (INCLINED) PER A.P,W.A, STD. 361-0
1 EA.
30
CONSTRUCT JUNCTION CONNECTION PER DETAIL ON SHEET 5
1 EA.
31
CONSTRUCT 2' HIGH BLOCK WALL PER DETAIL ON SHEET 5
1,365 L.F:
32
CONSTRUCT 6" INLET PER DETAIL ON SHEET 5
1 EA.
33
REMOVE EXISTING CONCRETE SPILLWAY
800 S. F.
34
CONSTRUCT CONCRETE SPILLWAY PER DETAIL ON SHEET 5
5,360 S.F.
107c QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND
41 SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN
QUANTITIES AND BID A COMPLETE JOB.
10 1:1 SLOPE OR GREATER
/I �E OR ADEQUATE SHORINGLLJ .
-III 90% COMPAGTE
NATIVE BACKFILL �-
'- GRANULAR BEDDING FROM SELECTED ' jj 3" MAX. SIZE
1CZ)
09 TRENCH SIDE MATERIAL (1" MAX. SIZE)
C) - �- -6
oa- 6" .M
110 . a Q �q :MAX I I E
33WAY :D
ul
RAMONA
GREEN BRIAR w
-,-- DRIVE - STORM DRAIN
TRACT -10006-2 TRENCH
BEDDING FROM SELECTED
Ld TRENCH SIDE MATERIAL FOR PIPE
f1 J\ LEE), -174/26- i� 10' OR GREATER IN DEPTH USE
111 I 12 1/2 CRUSHED STONE BEDDING
TYPICAL TRENCH DETAIL
1
10 NOT TO SCALE
NOTES: NOTE: COMPACTION SHALL BE 90% IN ALL
1. TRENCH WIDTH SHALL BE CONTROLLED ZONES UNLESS OTHERWISE SPECIFIED.
112 TO TOP OF PIPE ZONE. TOE NCH CAL-OSHALITY CONFORM
REQUIREMENTS.
113 J 2. TRENCH DEPTHS OF GREATER THAN 5'
SHALL HAVE ADEQUATE SHORING.
3. CLASS II AGGREGATE BASE ALL TRENCHES
-- - - u QPIPE "35.8 GFS C.B. NO. A5 2.5 H x 4 W R,C. BOX C LESS THAN 100' IN LENGTH.
72" STORM DRAIN 1 L e EXISTING STORM DRAIN
3O°' STORM DRAIN Q100=5.4 GFS PER TRACT 10960-2
s
30" STORM DRAIN TRACT BOUNDARY
66 STORM DRAIN 66 STORM DRAIN-' C.B�NO. Al rE�',�\C I�}J��1
2.5'H x 10'Vd R.C. BOX LINE
9 9 99 3O" STORM DRAIN--' C.B. NO. A2 Q1®o-21 °9 GFS ]VII -3, V-3176-77
Q100=221.6 GFS
18" STORM DRAIN Q100�2.4 GFS �
MILLER DETENTION
6" DRAIN LINE-)
UNDEGROUND SERVICE ALERT
!! !!
SO. CALIF, GAS ! •+
DENNIS
1981 W. LUGONIAAVENUE
REDLANDS,i
. 92374
.r.
335-7547
dGENCIES: 000 !
[AlfM31101,114ml
SEE SHEET 2
CIT`(
OF FONTANA UTILITY
NOT TO SCALE
NOTIFICATION LIST
THOMAS BROS, 2001 EDITION
Q
uj
PAGE 574, GRID F-7
CSL
ENGINEERING, INC"
11651 STERLING AVENUE, SUITE E
PACIFIC BELL CO.
CITY OF FONTANA
ATT35 CARR NAVARRO
GENERAL TELEPHONE COMPANY
SO. CALIF,
EDISON
COMPANY
ATTN: VIRGINIA BECKER
3939 E. CORONADO STREET
8353 SIERRA AVE
8
Aim IVAN ROBIDOUX
300
N. PEPPER
AVENUE
ANAHEIM, CA. 92807
FONTANA, CA. 92335
(909) 350-6632
1400 E. PHILLIPS BLVD.
ONTARIO, CA, 91766
RIALTO, CA.
909 820-5598
92376
-
UNDERGROUND
(714) 666-5467
EXP. 12 31 O5
(760) 245-0846
909
875-5100
-
TRANSMISSION
FONTANA WATER COMPANY
COMCAST ( CABLE TV )
JJL
213
637-1233
-
PIPELINES
ATTN: MICHAEL J. MCGRAW
ATTN: JACK HAYES
CRAWFORD CANYON MUTUAL WATER CO.
909
357-6223
-
DISTRIBUTION
8440 NUEVO AVE.
1205 DUPONT AVE.
ATTN BILL VANDERKIEFT, JR.
FONTANA, CA. 91766
ONTARIO, CA. 91761
(619) 868-6040
(909) 822-2201
(909) 390-4738
FAX: (909) 823-5046
NAIL IN POLE #1536697E
S.W. CORNER SULTANA & BASELINE
m
!
INDEX MA
SCALE:1 "100'
SEAL -ENGINEER
QgpFESS/A.
p�
wr"
No. 25917
Exp. 12/31/05
CIV \1 tai
OF C 1 W
Iiiiq ii��Iiq�i �
1 1111111111`i�oq� I
i !I`� r. i i ! + i it !r r •
! ! •• ! - ! ! � + !• of � ! • r !
+r r!r �! !i +r! .• ! +ri .•
. ! r
JN50 ✓/02-25-04/597SD 1.DWG/S.1 00
BASELINE AVENUE
NOT TO SCALE
THOMAS BROS, 2001 EDITION
Q
uj
PAGE 574, GRID F-7
CSL
ENGINEERING, INC"
11651 STERLING AVENUE, SUITE E
RIVERSIDE,
CALIFORNIA 92503
DRAWN BY:
(909) 785-5122
* FAX (909) 785-5180
SE
DESIGNED Bl
PREPARED
BY: R.C.E. NQ.
25917
MILLER AVENUE
Q
EXP. 12 31 O5
�
`D
cxf
�"- P ��
CHECKED BY
RICHARD A, SCIANNI
JJL
FOOTHILL BOULEVARD
-
Iiiiq ii��Iiq�i �
1 1111111111`i�oq� I
i !I`� r. i i ! + i it !r r •
! ! •• ! - ! ! � + !• of � ! • r !
+r r!r �! !i +r! .• ! +ri .•
. ! r
JN50 ✓/02-25-04/597SD 1.DWG/S.1 00
VICINITY
NOT TO SCALE
THOMAS BROS, 2001 EDITION
PAGE 574, GRID F-7
CSL
ENGINEERING, INC"
11651 STERLING AVENUE, SUITE E
RIVERSIDE,
CALIFORNIA 92503
DRAWN BY:
(909) 785-5122
* FAX (909) 785-5180
SE
DESIGNED Bl
PREPARED
BY: R.C.E. NQ.
25917
SE
EXP. 12 31 O5
�- DATE:
�"- P ��
CHECKED BY
RICHARD A, SCIANNI
JJL
Iiiiq ii��Iiq�i �
1 1111111111`i�oq� I
i !I`� r. i i ! + i it !r r •
! ! •• ! - ! ! � + !• of � ! • r !
+r r!r �! !i +r! .• ! +ri .•
. ! r
JN50 ✓/02-25-04/597SD 1.DWG/S.1 00