HomeMy WebLinkAbout1822-1GENERAL, 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. REFER TO DEFINITIONS AND TERMS IN CITY
STORM DRAIN PLANS '
SOUTHRIDGE VILLAGE
PHASE 3
STANDARD SPECIFICATIONS.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT FONTANA CALI FORNIA
PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT WHERE OTHERWISE
NHN.U.NDw TITL-E X PR.OJEC OTED.
. 143-46025.) 4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO�
ALL ADJOINING CURBS AND SIDEWALKS.
• 5. NO CONCRETE SHALL K PLACED UNTIL 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 AVAILABLE RECORDS. T14E
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND
ELEVATION IN THE FIELD. A�.Iso
• DRIVE
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE FEET IN DEPTH
SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND, OR x
OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE FEET IN DEPTH SHALL ALSO ~
0: a
BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE M
EXPECTED. 0 TYROL DRIVE
9. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH
WORK AS DESCRIBED IN NOTE 2 ABOVE FROM CALIFORNIA STATE DIVISION OF
INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SANTA ANA AVENUE
CONSTRUCTION, SECTION 306-1.1.6.
10. ALL MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE
AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF j W w
PAVING. z Z = ROSE AVENUE ' W
W Z W > > Z
11. REFER TO CITY OF FONTP,NA, UNDERGROUND UTILITY LOCATION STP,^;noon DETAIL 120. a a > a a a w
a a
12. ADEQUATE STAKES SHALL BE SET BY THE OWNER TO ENABLE THE CONTRACTOR T0. w
oco
�
CONSTRUCT THE WORKS TO THE PLAN GRADES. _j U ; ~ W W
a
W W H O O
13. "AS -BUILT" DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF w
FONTANA. 2
W
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY a JURUPA :,VENUS
MONUMENTS, STREET CENTERLINE MONUMENT S, OR BENCH MARKS WHICH ARE DISTURBED W
DURING CONSTRUCTION WHETHER THEY ARE OR ARE NOT SHOWN ON THE PLANS. a z
O >
15. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE HORIZONTAL secFco
LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES r
I I I 19 N
CONSTRUCTED PRIOR TO THE STORM DRAIN. ANY DISCREPANCIES SHALL BE MADE IN
I ( ( w
a
L WRITING TO THE OWNER PRIOR TO CONSTRUCTION. 1 '''�(8
!� U .
16. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR' L 7
GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OF WORK TO I
COMPLETION. � `` ¢
�`-��'�� ro�n� 1 EAST rQ
17. ALL C.M.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER MANUFACTURER'S
SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE PLANS.
♦� rev �, �. P `. I I 1. �.�
18. IF DURING CONSTRUCTION GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY � � `
THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION I >�¢ !� �- r C t-;4
OF THE SOILS ENGINEER.
19. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S
INSPECTOR. 4 4. 20
20. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY 28 � � F =� l L�( � � l 2.C.e //.S43
STANDARD -SPECIFICATIONS.EXP. /Z-3/- -
9Z
21. LOCAL DEPRESSIONS ON CITRUS AND BEECH AVENUES SHALL CONFORM TO LOS ANGELES COUNTY 27 -�
FLOOD CONTROL DISTRICT (LACFCD) LD#4 PER LACFCD STANDARD DRAWING NO. 2-D415. E COUNTY ENVIRONMENTAL 2! 2(0 �i
LOCAL, DEPRE=SSIONS ON 40 -FOOT CURB WIDTH ROADWAYS SHALL CONFORM T LACFCD LD #2 PER Q ORANGE
�... ,: -,,. ,; _,r.�.,. ,,,,.Y_f•.�.,� _:.e.1--� , ,, �, ,.,.., 1� _ MANAGEMENT AGENCY (OCEMA)LACFCD STANDARD DRAWING LIQ. -per ELM, f�PGA7? !//ZL4GE' 0,P. CAZA�t/f3Afs 1 STANDARD DRAWINGS
. - siREE T ) 3� 30 ,1 20 N. T. S.
J
22. STANDARD FRAMES AND COVERS FOR MANHOLES AND CATCH BASINS SHALL CONFORM TO CITY OFF'�AN � 1305 Inlet Type V (See Sheet No. .35 �'`• � � �'
FONTANA STANDARD DETAIL 109. smr 2) �
11 ``') 23 CITY OF FONTANA GENERAL TELEPHONE,
23. STATIONS AND . INVERT ELEVATIONS OF PIPE INLETS SHOWN ON THE PROFILES ARE AT METROPOLITAN WATER DISTRICT (MWD) 'i 8353 SIERRA AVENUE 245 NORTH MOUNTAIN VIEW AVENUE
THE INSIDE FACE OF CONDUIT, UNLESS OTHERWISE SHOWN. C-9547 Typical Support for District 3Z FONTANA, CALIFORNIA 92335
POMONA CALIFORNIA 91766
24. ALL PIPE IN OPEN TRENCH SHALL BE BEDDED ACCORDING TO LACFCD STANDARD Pipeline (See Sheet No. 35) 1� 724/350-7610 213/357-2257
800/422-4133
DRAWING NO. 2-D177, CASE III, UNLESS OTHERWISE NOTED.
CITY OF FONTANA STANDARD DRAWINGS 2 ,I SOUTHERN CALIFORNIA GAS COMPANY SAN BERNARDINO COUNTY FLOOD CONTROL
25. TIES FOR CATCH BASINS AS SHOWN ON THE DRAWINGS ARE BASED UPON CENTERLINE DISTRIBUTION FACILITIES AND WATER ONSERVATION DISTRICT
STREET STATIONING TO CENTERLINE OR TIE LINE OF CATCH BASINS, UNLESS OTHER- 109 Std. M.H. Frame and Cover and -�� 570 4TH STREET
WISE SHOWN. Reinformced Concrete Collar 825 EAST THIRD STREET
P.O. BOX 6226 SAN BERNARDINO, CALIFORNIA 92408
112 Std. Precast Manhole. SAN BERNARDINO, CALIFORNIA 92408 714/383-1665
26. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH BASINS AS 714/884-9411
SHOWN ON THE DRAWINGS ARE SCHEMATIC. IT IS INTENDED THAT SUCH JUNCTIONS BE 800/422-4133
LOCATED AT THE DOWNSTREAM END OF THE CATCH BASIN, UNLESS A DETAIL OF THE
CONNECTION IS SHOWN OR A NOTE SPECIFICALLY INDICATES OTHERWISE. IN ALL `` ' SOUTHERN CALIFORNIA GAS COMPANY PACIFIC TELEPHONE AND TELEGRAPH COMPANY
CASES, THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER TRANSMISSION DEPARTMENT 3073 ADAMS STREET
TO MEET FIELD CONDITIONS. 2191 BIRCH STREET RIVERSIDE, CALIFORNIA 92504
27. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR, UNLESS y' BREA, CALIFORNIA 92621 714/359-2585
i 714/529-2889 800/422-4133
OTHERWISE NOTED. 800/422-4133
28. ALL CATCH BASINS AT STREET INTERSECTIONS SHALL BE CONSTRUCTED SUCH THAT THE (Q' o' SOUTHERN CALIFORNIA EDISON COMPANY MMETROPOLITAN WATER DISTRICT
LOCAL DEPRESSION BEGINS OR ENDS AT THE B.C.R. OR E.C.R., UNLESS OTHWERWISE351 EAST FRANCIS AVENUE SOUTHERN CALIFORNIA
SHOWN.
P.O. BOX 513 (213/250-6432)
ONTARIO CALIFORNIA 91761
29. SANITARY SEWERS CROSSING OVER THE STORM DRAIN TRENCH SHALL BE SUPPORTED IN 714/947-2996 -- UNDERGROUND POWER COMCAST
ACCORDANCE WITH LACFCD STANDARD DRAWING NO. 2-0173.1 TO .3 AND ENCASED PER 714/875-5100 -• TRANSMISSION COMICAST CABLEVISION
GENERAL NOTE 1 ON LACFCD STANDARD.DRAWING N0. 2-D173.1. 31. THE CONTRACTOR SHALL USE THE LATEST REVISION OF STANDARD DRAWINGS SPECIFIED ON THE 213/637-1233 1257 W. BROOKS STREET
PLANS. 800/422-4133 -- PIPELINES ONTARIO, CALIFORNIA 91762
30. TRENCH SAFETY SHALL CONFORM TO CAL -OSHA REQUIREMENTS. (714/983-9895)
APPROVED BY
ASLConsulting PASADENA (818) 792-3096
SANTA ANA (714) 979-1761
PALM SPRINGS (619) 320-4220
11543
R. E.
Q RECORD I)RPAW I NC7G //-90 /L• WILLIAM D. EWV EXP 6 30-89
LNGH CITY
No DE•SC R I PT ION AFPR DATE Ay � �� DATE SCALE FILE NO.
DESIGNED BY CHECKED BY NI:T-
R E V I S 10 N S DRAWN BY DATE MAY 198
FORD GRAPHICS 090
FONTANA
VICINITY MAP
N.T.S.
INDEX OF SHEETS
ON-SITE STORM DRAIN
PROJECT
AREA
IAN BERNARDINO CO.
IIVERSIDE CO.
1. TITLE SHEET
2. PLAN AND PROFILE
FOR:
VILLAGE DRIVE EAST FROM BEECH AVENUE TO*STATION 9+00
3. PLAN AND PROFILE
FOR:
VILLAGE DRIVE EAST FROM STATION 9+00 TO STATION 19+00
4. PLAN AND PROFILE
FOR:
VILLAGE DRIVE EAST FROM STATION 19+00 TO STATION 28+65
5. PLAN AND PROFILE
FOR:
VILLAGE DRIVE EAST FROM STATION 28+65 TO STATION 39+25.47
6. PLAN AND PROFILE
FOR:
CATAWBA COURT FROM STATION 394-25.47 TO STATION 49+21.00
7. PLAN AND PROFILE
FOR:
EASEMENT EAST OF CATAWBA COURT SOUTH OF S.B.C.F.C.D.
8. PLAN AND PROFILE
FOR:
EASEMENT EAST OF CITRUS AVENUE
9. PLAN AND PROFILE
FOR:
EASEMENT EAST OF CITRUS AVENUE
10. PLAN AND PROFILE
FOR:
EASEMENT NORTH OF CYPRESS AVENUE
11. PLAN AND PROFILE
FOR:
CITRUS AVENUE FROM STATION 16-50.00 TO STATION 27+69,86
12. PLAN AND PROFILE
FOR:
CITRUS AVENUE FROM STATION 14+01,.24 TO STATION 16+50.00
13. PLAN AND PROFILE
FOR:
POPLAR AVENUE FROM STATION 10+-00.00 TO STATION 18+76.74
14. PLAN AND PROFILE
FOR:
ELM AVE14UE FROM STATION 10+37.09 TO STATION 19+76.21-
15. PLAN AND PROFILE
FOR:
EASEMENT WEST OF BEECH AVENUE, SOUTH -OF VILLAGE DRIVE -
16. PLAN AND PROFILE
FOR:
BEECH AVENUE FROM STATION 1+00.90 TO STATION 12+10.28
17. PLAN AND PROFILE
FOR:
BEECH AVENUE FROM STATION 12+-10.28 TO STATION 23+07.15
18. PLAN AND PROFILE
FOR:
BEECH AVENUE FROM STATION 231.07.15 TO STATION 33+87.62
w 19. PLAN AND PROFILE
FOR:
CITRUS AVENUE FROM STATION 33+-87.62 TO STATION 45+10.29
Z 20. PLAN AND PROFILE
FOR:
EASEMENTS SOUTH OF CITRUS AVENUE,` EAST OF MWD
w 21. PLAN AND PROFILE
FOR:
MWD RIGHT OF WAY, SOUTH OF POPLAR AND BEECH AVENUE
a 22. PLAN AND PROFILE
FOR:
MWD RIGHT OF WAY, SOUTH OF POPLAR AND BEECH AVENUE
23. PLAN AND PROFILE
FOR:
MWD RIGHT OF WAY, SOUTH OF POPLAR AND BEECH AVENUE
Cr. 24. PLAN AN'D PROFILE
FOR:
MWD RIGHT OF WAY, SOUTH OF POPLAR AND BEECH AVENUE
Cr. 25. PLAN AND PROFILE
FOR:
MWD RIGHT OF WAY, SOUTH OF POPLAR AND BEECH AVENUE
N 26. PLAN AND PROFILE
FOR:
VENUE-
EASEMENT, EAST OF MWD, SOUTH OF CITRUS AVENUE-
27. PLAN AND PROFILE
27.
FOR:
EASEMENT, EAST OF MWD, SOUTH OF CITRUS AVENUE
28. PLAN AND PROFILE
FOR:
ACCESS ROAD, STA. 9+50.00 TO BEECH AVLNUE
29. PLAN AND PROFILE
FOR:
ACCESS ROAD, STA. 9+50.00 TO STA. 16+41.82
30. PLAN AND PROFILE
FOR:
EASEMENT, SOUTH OF ACCESS ROAD
31. PLAN AND PROFILE
FOR:
EASEMENT, SOUTH OF ACCESS ROAD
32. PLAN AND PROFILE
FOR:
EASEMENT, SOUTH OF ACCESS ROAD
33-34 STUB PROFILES
35. DETAILS
36.-39 L.A.C.F.C.D STANDARD
DRAWINGS
40.-43 SUMMARY OF QUANTITIES
MITROPO ,TTAN WATER DIBTRICT Of �4L%T%F,RM
CALIFORNIA CONSTROCTION RWUIRn4ENTs
THE COKTRACTOR SHALL PERFORM NO WORK WITHIN M.W.D. RIGHT -OF -MAY
OR PROPERTY UNTIL ME OBTAINS THE NECESSARY PERMIT. IT WILL BE
THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL M.W.D.
REQUIREMENTS WHILE WORKING WITHIN THE RIGHT-OF-WAY.
METROPOLITAN'S PIPELINE IN THE AREA OF THIS PROJECT IS ADEQUATE
FOR AASHTO H-20 LOADING PROVIDED THAT THE COVER OVER THE PIPELINE
IS BETWEEN 4' kN D 12'. IF TEMPORARY COVER OVER THE PIPELINE
DURING MASS GRADING OPERATIONS IS BETWEEN 3- AND 4', EQUIPMENT
MUST BE RESTRICTED TO THAT WHICH IMPOSES NO GREATER THAN MSHTO
H-10 LOADING. IF THE COVER IS BETWEEN 2' AND 30, EQUIPMENT MUST
BE RESTRICTED TO THAT WHICH IMPOSES LOADS NO GREATER THAN THAT OF
A CATERPILLAR D-4 TRACK TYPE TRACTOR. IF THE COVER IS LESS THAN
2', ONLY HAND E04JIPt1ENT MAY BE USED. IF COKTRACTOR PROPOSES TO
USE "Y EQUIP?1ENT OVER M.W.D. PIPELINE WHICH WILL IMPOSE GREATER
THAN MSNTO H-20, IT WILL BE NECESSARY TO SUBMIT THE
SPECIFICATIONS OF SUCH EW IP"ENT TO MR. JIM HALE (213) 250-6564
FOR REVIEW AND APPROVAL AT LEAST 10 WORKING DAYS PRIOR TO ITS
USE. THC CONTRACTOR IS ALSO RESPONSIBLE FOR CONTACTING MR. ART
KNOOP (213) 250-6432 TWO (2) WORKING DAYS PRIOR TO'START OF WORK
WITHIN THE M,.W.D. RIGHT-OF-WAY..
PRIVATE ENGINEER'S NOTICE
TO CONTRACTOR
1. ALL UNDERGROUND UTILITIES
OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND !HOSE
SHOWN ON THE RECORDS
EXAMINED, ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT.
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF EX?STING
GROUND AND/OR THE FINISHED
GRADE I"; THE VICINITY OF THE PROPOSED CONSTRUCTION AREA
IMMEDIATELY PRIOR TO
CQNSTRUCTION.
3. THE CONTRACTOR IS
REQUIRED
TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITIES OR STRUCTURES
FOUND AT THE SITE IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY'TONOTIFY
THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE
STARTING WORK.
4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING OR
PARALLELING PRIOR TO
ANY
CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL
LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION
PRIOR TO CONSTRUCTION, OTHERWISE
THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY
COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION.
F3ENCi"I MARK
CITY OF FONTANA ,CALIFORNIA
RR SPIKE ON PF # 67432 OE AT PUBLIC WORKS DEPARTMENT
THE AVE. ANDS MULBERRY ION OAVENU'E A DRAWN BY SOUTHRIDGE VILLAGE SCALE
ELEV. 918 40 r STORM DRAIN NONE
DESIGNED BY DATE
TITE SHEET-�--e8
CHECKED BY SHEET NO.
wE.513 ti ASsOC APPROVED _4S10;"_...
CITY ENGINEER R.C.E. 18 932 Ojr