HomeMy WebLinkAbout2505-1.tif4' -0" ON
t
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12" HIGH SPLASH WALL
EXISTING GROUND
TOP OF DITCH
2:1 MAX. SLOPE
—�— 2' —0" 2' —0" on
CONCRETE GUTTER
DETAIL "A"
12
N. T. S.
APPROXIMATELY 24'
III A0TC-c
SECTION " A -A"
N. T. S. 4 6
39. 86'
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EXISTING GROUND
12" THICK CONC. CUTOFF WALL,
WITH #4 BARS @ 18" ON CENTER,
CONTINUOUS 21" VERTICAL BY
24" HORIZONTAL
TOE OF SLOPE SIA. 111+36. 19
DITCH CA 1340. 52 FL/ 1340. 60 I
TOE OF SLOPE
2:1 MAX. SLOPE
11 0 11 Ken
EL. 1349. 10
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DETAIL rD,l` 4 �ti�A•, ��
N. T. S. 6
1349. 10 FL
18
19
20
21
22
23
24
61
L. F.
49"x33" ARCH C. M. P.
79
62
MANHOLE
1
81
85
82
83
$4
L. F.
80
61
L. F.
49"x33" ARCH C. M. P.
79
62
MANHOLE
1
78
63
2
EA.
77
64
S. F.
GROUTED R I P RAP
76
65
CATCH BASIN
2
75
66
1
EA.
74
67
S. F.
6' WR. IRON FENCE
73
68
72
69
71 I
70
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SECTION "C -c" 13 SECTION "D -D" }
13 I DETENTION
N. T. S. N. T. S.
BASIN
I
I SEE SHEET 3 I
SEE SHEET 4 i I
-
BASELINE AVE L e —
PRIVATE ENGINEER'S NOTES TO CONTRACTOR:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR ANY
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF 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 ON THESE DRAWINGS. THE CONTRACTOR FURTHER
ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR
STRUCTURES NOT SHOWN ON THESE DRAWINGS.
CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY; 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. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
OWNER OR THE ENGINEER.
BENCH MARK:
CITY OF FONTANA BENCHMARK
NO. 378, CIRCUIT NO. 67-5,
30D NAIL IN POWER POLE (NO
NUMBER), SOUTHWEST CORNER OF
BEECH & FOOTHILL BLVD., DATE
SEPTEMBER 1967.
ELEVATION 1267-84 0
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CALL: T��LL FLEE
ILVO b!110%:KIPJCDAYS E1EFOFL YOU IH'l
QUANTITIES:
18" D IA. C. M. P.
85
L. F.
36" D IA. C. M. P.
62
L. F.
24" D I A. R. C. P.
117
L. F.
49"x33" ARCH C. M. P.
520
L. F.
MANHOLE
1
EA.
OUTLET STRUCTURE
2
EA.
A. C. REPLACEMENT
1000
S. F.
GROUTED R I P RAP
8825
S. F.
CATCH BASIN
2
EA.
COMMERCIAL DRIVEWAY
1
EA.
4' CONCRETE X—GUTTER
890
S. F.
6' WR. IRON FENCE
1683
L. F.
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VICINITY
MAP
N. T. S.
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CIVIL ENGINEERING CONSULTANTS
ENGINEERING - PLANNING - SURVEY/NC - ClVILCADD SOFTWARE SUPPORT
680 S. WATERMAN AVE. SAN BERNARDINO, GA. 92408 - (909) 885-3800
wo4�0f ESSIp,��
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N RW00 J. KING
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SCALE: 1" = 120'
UTILITY NOTIFICATIONS:
CITY OF FONTANA
ATTN: CARLOS NAVARRO
8353 SIERRA AVENUE
FONTANA, CA 92335
( 909) 350-6632
SOUTHERN CALIFORNIA GAS COMPANY
ATTN: DENNIS FREEMAN
1981 W. LUGONIA AVE.
REDLANDS, CA. 92374
( 909) 335-7547
EMERGENCIES: (800) 427-2200
SOUTHERN CAL. EDISON COMPANY
300 N. PEPPER STREET
RIALTO, CA 92376
909 820-5598 -- UNDERGROUND
909 875-5100 -- TRANSMISSION
213 637-1233 -- PIPELINES
909 357-6223 -- DISTRIBUTION
800 422-4133
CRAWFORD CANYON MUTUAL WATER CO.
ATTN: BILL VANDERKIEFT, JR.
( 619) 868-6040
REVISIONS Engineer Clty -- LLY—
Approvol Dote: Approvol Dote:
DRAWN BY
ORO DAAwi NJK
CHECKED BY
BRH
SCALE
JOB No.
965023
DATE
28 JAN 9
LONNY L-A YOUW,
LONNY L
YOUNG
No. 060432:
PACIFIC BELL CO.
ATTN: VIRGINIA BECKER
3939 E. CORONADO STREET
ANAHEIM, CA 92807
( 714) 666-5467
UNDERGROUND SERVICE ALERT
( 800) 422-4133
COMCAST ( CABLE TV )
ATTN: JACK HAYES
1205 DUPONT AVE.
ONTARIO, CA. 91761
( 909) 390-4738
GENERAL TELEPHONE CO.
ATTN: STEVE HOCK
1400 E. PHILLIPS BLVD.
ONTARIO, CA. 91766
( 800) 422-4133
FONTANA WATER COMPANY
ATTN: MICHAEL J. MCGRAW
8440 NUEVO AVE.
FONTANA, CA. 92235
( 909) 822-2201
FAX: ( 909) 823-5046
O e�OFESSIpN�<
t� LONNY L. r
cb YOUNG
Lu
rx No. C-043216
ATE Exp. 3/31/00
CIVIL
ti
�9TF
OF' AL 15
GENERAL NOTES:
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO
THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD
SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA
ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE
CITY LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT
WHERE OTHERWISE NOTED.
4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR
AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAS BEEN PLACED, INSPECTED AND APPROVED.
6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
STREETS.
7. EXISTING UNDERGROUND UTILITIES ARE AS PER THE AVAILABLE
RECORDS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
THE ACTUAL LOCATION AND ELEVATION IN THE FIELD.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5)
FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING
SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS.
TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE
GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT
MAY BE EXPECTED.
9. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT FROM CAL/OSHA
TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 8
ABOVE.
10, ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE
AND BROUGHT TO FINISH GRADE BY THE PAVING CONTRACTOR AFTER
PAVEMENT IS IN PLACE.
11. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE
OR CURB AND/OR GUTTER THE CONTRACTOR SHALL DILIGENTLY PURSUE
THAT PORTION OF WORK TO COMPLETION.
12. ALL C.M.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER
CITY STANDARD SPECIFICATIONS SECTION 66, AND CALTRANS STAND—
ARD SPECIFICATIONS, LATEST EDITION, SECTION 66. ALL C.M.P.
SHALL BE BITUMINOUS LINED.
13. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A
SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO
DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER.
14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
OF THE CITY'S I NSPECTOR.
15. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE
WITH THE CITY STANDARD SPECIFICATIONS.
16. AS—BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE
CONTRACTOR.
17. ALL RIP—RAP TO BE A MINIMUM OF 4" EMBEDMENT.
CONSTRUCTION NOTES:
0 INSTALL 18" DIAMETER C.M.P. DRAIN PIPE, 16 GAUGE W/PAVED INVERT
(D CONSTRUCT CLEANOUT MANHOLE PER DETAIL "F", SHEET 4
3 REMOVE AND REPLACE A. C. PAVEMENT
4� CONSTRUCT RIP RAP HEADWALL PER DETAIL "B", SHEET 1
5D CONSTRUCT DITCH PER MADOLE ENGINEERING DRAINAGE PLANS
DCONSTRUCT RIP RAP SPLASH PAD PER DETAIL "B", SHEET 1
CONSTRUCT 24" D I AMETER R. C. P. , D—LOAD PER PROF I LE
8 CONSTRUCT 36" D I AMETER C. M. P. DRA I N P I PE, 16 GAUGE
G9 CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. NO. 121,
MODIFIED FOR 4" DEEP LOCAL DEPRESSION
10 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. NO 121,
MODIFIED TO A 4" DEEP DEPRESSION AT FLOW LINE
11 CONSTRUCT GROUTED RIP RAP, 9" NOMINAL ROCK IN CLASS 'B' 8" THICK CONCRETE
12 CONSTRUCT 4'—WIDE CONCRETE GUTTER PER DETAIL "A", SHEET 1
13 CONSTRUCT EMERGENCY SPILLWAY PER SECTIONS "C—C" & "D—D", SHEET 1
G CONSTRUCT 6" AGGREGATE BASE
15 CONSTRUCT COMMERCIAL DRIVEWAY PER STD. NO. 102—A, W=16'
16 CONSTRUCT INLET/HEADWALL STRUCTURE PER DETAIL "D", SHEET 2
17 CONSTRUCT WROUGHT IRON W/PILASTER FENCE W/GATE PER DETAIL "E", SHEET 2
18 CONSTRUCT 16 GA. 49"x 33" ARCH C. M. P. W/PAVED INVERT
19 CONSTRUCT CONCRETE COLLAR PER DETAIL "C", SHEET 2
CITY OF FONTANA,
DRAINAGE PLAN -TRACT
TITLE SHEET
CALIFORNIA
14 2 93 IS ASL SHAWN
APPROVED: -7 -3�- `�7
CITY ENGINEER RCE 25126 DATE
D A T E:
DRW, N0, MAY 1997
2505 SHEET l OF 4