HomeMy WebLinkAbout1935-1GENERAL, NOTES.
END
. 1
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 STANDARD SPECIFICATIONS.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT
PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. -
4. CURB DATA REFERS TO THE FACE OF THE CURB.
5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO ALL
ADJOINING CURBS AND SIDEWALKS.
6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE
CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS.
8. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE
FIELD.
9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE FEET IN DEPTH SHALL BE
EFFFCTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVA-
LENT MEANS. TRENCHES LESS THAN FIVE FEET IN DEPTH SHALL ALSO BE GUARDED WHEN
EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
10. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS
DESCRIBED IN NOTE 9 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SECTION 306-1.1.6.
11. ALL MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 6 BELOW FINISHED GRADE BY
SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER
COMPLETION OF PAVING.
13. REFER, TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129.-
14. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER
IMPROVEMENIS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, FI.r_CTRICAL,
LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMI,TIC WATER,
RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC.
15. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO
CONSTRUCT THE WORKS TO THE PLAN GRADES.
16. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR.
17. AS -BUILT DRAWINGS SHALL BE -PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA.
18. CONTOURS SHOWN, BASED ON THE PLANS, REPRESENT CONDITIONS PRIOR TO GRADING.
REFER TO GRADING PLANS FOR FINISH AND ROADWAY SUBGRADES.
19. TYPE, LOCATION, AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE
TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD
DETAILS. 4
20. A PERMIT SHALL BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT PRIOR TO
ANY CONSTRUCTION WITHIN THE COUNTY LIMITS.
21. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, AND TELEPHONE OR POWER POLES, WATER
METERS, VALVES, HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE
LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE
DONE, SHALL BE REMOVED OR RELOCATED AT NO COST TO THE SAN BERNARDINO COUNTY
TRANSPORTATION DEPARTMENT, AND CITY OF FONTANA PUBLIC WORKS DEPARTMENT.
IT SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES
CONCEPNED.
ETION OF ROUGH GRADING A MATERIALS REPORT ANO THE PROPOSED STRUC-
STREET
EXISTING UTILITY COMPANIES ARE:
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CALIFORNIA 92335
714/350-7610
SOUTHERN CALIFORNIA GAS COMPANY
DISTRIBUTION FACILITIES
570 4TH STREET
P.O. BOX 6226
SAN BERNARDINO, CALIFORNIA 92408
714/884-9411
800/422-4133
SOUTHERN CALIFORNIA'GASCOMPANY
TRANSMISSION DEPARTMENT
2191 BIRCH STREET
BREA, CALIFORNIA 92621
714/529-2889
800/422-4133
SOUTHERN CALIFORNIA EDISON COMPANY
1351 EAST FRANCIS AVENUE
P.O. BOX 513
ONTARIO, CALIFORNIA 91761
714/947-2996 -- UNDERGROUND POWER
714/875-5100 -- TRANSMISSION
213/637-1233 -- PIPELINES
800/422-4133 -- PIPELINES
SAN BERNARDINO COUNTY FLOOD CONTROL
AND WATER CONSERVATION DISTRICT
825 EAST THIRD STREET
SAN BERNARDINO, CALIFORNIA 92408
IMPROVEMENT
PLANS_,
JURUPA INDUSTRIAL PARK
F0NTA.NA9 CALIFORNIA
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ESTIMATE OF QUANTITIES
ITEM DESCRIPTION QUANTITY UNIT
1. 5 I/2A . C . PAVEMENT 2 13 X33 I S.F
2. 5" A.C. PAVEMENT d 55,947 S:F.
3. CURB & GUTTER (8" C.F.)
STD. 101 IQ,863 LF
4. CURB ONLY (6" C.F.)
STD. 101 5,511 LF
5. DRIVEWAY APPROACH 480 SF
6. ADJUST MANHOLE COVER TO
FINAL GRADE 35 EA
7. RELOCATE EXIST. F.H. 2 EA
8. ADJUST WATER VALVE COVER
TO FINAL GRADE 4 EA r
9. REFLECTIVE MARKER 5 EA
10. 1" A.C. OVERLAY 7 TONS
11. RAMPED CURB RETURN
STD. 104A '8 EA. -
12. EXIST. FENCE TO BE REMOVED (1821 LF) LS
13. PROPERTY LINE SIDEWALK, .11
8'WIDE (FUTURE) 42;864 SF
14. BARRICADE 48 LF
15. REMOVE EXIST. A.C.
PAVEMENT 12,032 SF
16. SAWCUT EXIST. A.C.
PAVEMENT 672" LF
17. REMOVE EXIST. 6" CURB 12. LF
18. STREET LIGHTS 31 EA.
PRIVATE ENGINEERS -NOTE TO. CONTRACT'R.
THE EXISTENCE.ANO LOCATION OF ANY UNDERGROUND UTILITY PIPES. CONDUITS OR
STRUCTURES . SHOWN . ON THESE PLANS ARE 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.L.INES SHOWN ON THESE DRAWINGS.
THE'CONTRACTOR FURTHER .ASSU;�ES_ALL. LI.ABIL.ITY AND RESPONSIBILITY FOR THE. UTILITY
PIPES, CONDUITS OR. STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
CONTRACTOR AGREES THAT HE 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 - COUNTY THE. OWNER AND .THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, I N CONNECTION
WITH THE ,PERFORMANCE OF'. WORK '.ON.. THIS PROJEC"T..EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE ' NEGLIGENCE OF THE OWNER OR THE. ENGINEER.
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FELIP.E 1f@ CABRAL.. R.C.E. '29061 D TE
22. Al THE COMPL ,
TURAL SECTION SHALL BE SUBMITTED BY THE TRACT ENGINEER TO THE CITY OF FONTANA, 714/383-1665 0000comb a �
PUBLIC WORKS DEPARTMENT FOR REVIEW AND EVALUATION. APPROVAL WILL BE01000bCONSTRUCTION N:O T E.Z -
GIVEN WHEN ALL STRUCTURAL. SECTION REQUIREMENTS HAVE BEEN MET. PACIFIC TELEPHONE AND TELEGRAPH CO. ` DSP/i/E EAST
23. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING 3073 ADAMS STREET, ROOM 120 `� 1LLAG
1i
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ORIGINAL GROUND, AND ALL SUB -GRADES -SHALL BE PERFORMED AT NO COST TO. THE K I VERS I DE , CALIFORNIA .92504 ✓ �-- CONSTRUCTION NOTE NOT APPLICABLE FOR THIS SHEET.^-=f'.=�
CITY OF FONTANA, A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL -BE 714/359-2524
SUBMITTED TO THE CITY OF FONTANA, PUBLIC WORKS DEPARTMENT 800/422-4133 k 1
FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS CONSTRUCT 51/ A. C. OVER 12" COMPACTED NATIVE SOIL. Y
/(o S.9Vl/CUT EX/ST//VC' COrt/C'. CU�,B, GUTTER xM91OR 2
AND/OR SURFACING. A. C. PAI�Ey/E�V7- �� n ,
METROPOLITAN WATER DISTRICT OF FONTANA WATER COMPANY �- CONSTRUCT 5 A.C. OVER 1'2 COMPACTED NATIVE SOIL.
24. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE SOUTHERN CALIFORNIA -8440 NUEVO AVENUE
CITY OF FONTANA, PUBLIC WORKS DEPARTMENT LISTING /7 RE"OtlE-EX/ST//V� CONC CUrP GUTrE"R Aivl�/aR
ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: 213/250-6432 FONTANA, CALIFORNIA 92335 'a3 -- CONSTRUCT CONCRETE CURB AND GUTTER (8" C.F.) PER CITY OFFONTANA STANDARD- DETAIL NO. 10.1:..
ATTN : AL CRONE INDEX M A A0. 11:?414FIWEAY7-
.
A) R -VALUE, SIEVE ANALYSIS, AND SAND EQUIVALENT OR AGGREGATE BASE. COMCAST 714/822'-2201, EXT. 25 T = ` E c-17->,-
CONSTRUCT CONCRETE. MEDIAN CURB (6" C.F. ). PER CITY OF FONTANA STANDARD DETAIL NO. 10_1
COMCAST CABLEVI S ION Al T. S l8 CONST. CONC. I�.4/t/�"W.�Y ew/lam f/ r,D� P •e
B) STABILITY, OIL CONTENT, AND SIEVE ANALYSIS OF ASPHALT SURFACING.1257 W. BROOKS STREET CHINO BASIN MUNICIPAL WATER DISTR. 01' F01t1741V4 STD. 0-5`74& NO. 1,020.
25. CONTRACTOR SHALL NOTIFY CHINO BASIN MUNICIPAL.WATER DISTRICT (CBMWD), TELEPHONE
ONTARIO, CALIFORNIA 91762 8555 ARCHIBALD AVE.
NO. 714/9.87-17121 AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. 714/983-9895 RANCHO CUCAMONGA) CAL. 91730 /9 CONST. CONCr .01?1VF YAY�w��Ty=3�'� R,6R C/Ty
ATTN.: LARRY MILLER OF I�ONTANft STD• DF7,4/L A10. /OZC. �- ADJUST MANHOLE COVER TO FINAL GRADE PER CITY OF FONTANA STANDARD. DETAIL NO. 109.
26. CONTRACTOR SHALL NOTIFY FONTANA WATER CO, ATTN : AL CRONE , TELEPHONE 714- 987-1712
NO, 714/842-2201, EXT, OS AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION. - 20 C01V 77 ,5• ` CONCiPETESljc /XIAL/l PER C17 )11 OF
F01VrA11,4 .5To e9F7441Z A10. 1054.
- ADJUST WATER VALVE COVER TO NEW GRADE.
NOp�� CONST. SDy �P/f�V 4 44- -
5O' 70' 4
S 11?EANDERIA6 SIw /3' 37' /9' 38' /3' /2' 32 32'
�8'MEANDER/NC X/ST/NG� I "
(�•UTURE) TYPICAL- O50 /2 ` 25 " P 26' /2' 0.5' SlW (E 8' 24' 24' 8' CONSTRUCT A. C . oVE.RLAY l MIN. AND FEATHER AS REQUIRED.
SECTION LINE-*. I I � � � � R�. ®- CONSTRUCT RAMPED: CURB RETURN PER CITY. OF FONTANA STANDARD DETAIL N:O. .104A..
I O, 43' 00 1 �-9 O. /8 0.48 14 O. GY> 0.48 0/8 , 1 I�
0_1� O 4 LEIiEL L /NE %4 r�'1' L EIiEL L/NE / y' %' SIDEWALK v
5FSIDEWA TYP. /2 FUTURE PROPERTY LINE SIDEWALK PER CITY OF FONTANA STANDARD DETAIL NO. 100 8 105A
REMOVE AND REPLACE NOSE CURB ON MEDIAN
3 E,1'/5T. PA!/E�filE/VT
-- PROPOSED STREET LIGHTS FONTANA
JURUPA AVENUE BEECH AVENUE
STA. 183 + 08 TO STA. 186 + 00. STA. 3+00 TO STA. 14+54.02' SHEET INDEX
Y
. 1. TITLE SHEET �0 P.R.R.
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,Q/`v Pvy 'PAW �%w + a
/1/ORTll CONST.
,gyp' 85 32 32 2. JURUPA AVENUE STA. 180 + 38.35 TO STA. 190 00
15'1.A1VDSCAPff ESMT. , . WW
' / 38 /3 6 2(0 210 �o > > _
/3 97 °✓ (EX/STING
G?5' � /2' 25' /' 26' /2' O5� 8' /8' /8' 8' 3 • JURUPA AVENUE STA. 190 + 00 TO STA. 201 + 00 c JURU -- AVE
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8'MEAN,pER/A/6 S/W � � SECTION LLE=,,: I-8`MEAND,ERIIVG S/W I 4. JURUPA AVENUE STA. 201 + 00 TO STA. 212 + 00
Oc-UTURE� TYPICAL - - - -�
_ \ ' < XISTIAIG) o, oo ' t�p�� AY .PROJECT
88,
0.55 0..72. 2 o.G�
-9 O. \� 000 \ �' QIP 5. JURUPA AVENUE STA. 212 + 00 TO STA: 224 + 00 W AVE > �� AREA
- : I 1.05 LEl/EL L /NE /4 • I , LE!/EL L /NE 2, /4 I
o - - ° + . 31 RIVERSIDE +��"ti �%,"' •�SA�OERNARGINO CO
4000 2 L -___-- - T �,
_ _ �! 6. JURUPA AVENUE STA. 224 + 00 TO STA. 234 15 m ��.• RIVERSIDE CO.—
\�P P
.� JUR UA HiLLS
J .
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7. BEECH AVENUE STA. 0 + 00 TO STA. 10 + 00
EX/5T. RAI/Ei14ENT ' 3 60
l t t�tsL
F4.344
ONSULTANTS, 111/C. � FUTURE S W!DE SIDEWALK ICT'YPICAL) 8. BEECH AVENUE STA. 10 + 00 TO STA. 14 + 54.02
- I o�L�: JURUPA AVENUE LATHAlLI ST., su1T� 200 ;OQ�u;Es�i0N�. HEMLOCK. AVENUE +
IZE`jr�t,(5�, L ss/ 2 RI1/ERS/DE, CA 92501 t� ��, 9. HEMLOCK AVENUE STA. 0 00 TO STA 10 + 00
q� PN: (909) 341 -8940 �; TERESITO N. 2
/ STA. 186 + 00 TO STA. 233 + 00 TABIOLO STA. 4+00 TO STA. 1 4143.30 N
10. HEMLOCK AVENUE STA. 10 + 00 TO STA. 14 + 43.30
lS RESPONS f3LE FOR ONLY THOSE ITFJV�S-lAllnlL'ATFD BY� w No. 38826 m
1 05 TILTED �EUTION VICINITY MAP
Stir. ... Y on/ sNE'E7, /, � /0 OF /O• \� Exp.3 31 7
s�q �Vi fes,
6 Z JF CA��F�
� o� r •- TERESITO N. TA81OL4 R. C E. 38826 DATE
CITY.- OF FONTANA, CALI�ORI!�11�►
REVISIONS SALE PLANS PREPARED BY,
SEAL FESSIO U(1CICfC�fOUnC� Service fiICft BENCH MARK
° �''�� JOHN EGAN & ASSOCIATES,LOCATION PUBLIC WORKS DEPARTMENT
JOFM! Ett�AN and ASSOCIATES, INC' �a odr igc,��;�: 1NC. � �p��: T ll FREE °• 20E AT THE INT. OF JURUPA
No. BY DATE DESCPoPTiON �� , t,o R. R. SPIKE ON P. P N 6743
DRAWN BY SCALE
- (� := '� �� Consulting Engineers AVENUE AND MULBERRY AVENUE. JPG TI'T'LE SHEET -'
Q DATE# w „���;; .�
FELIPE R. ABRAL R.C.E. No. 29001 `� NO' �" * 1 1-800 DESIC1�lED BY DATE
TITLE, CHIEF ENGINEER DATE � 366 ORANGE SHOW LANE 1111( 422-4133 �K STREET IMPROVEMENT P
_ JOB No. DRAWN BY# DESIGNED BY# CHECKED BY# �%,��C'-��r, `,�� SAN BERNARDINO, CALIFORNIA 92408 CHECKED BY SHEET NO.
�o 0I C111 '` '� - - R APPRO
/5 A e r 5 Tb 0 - /7- $ � ( 714) 889 0676 ( 714) 825 1550 TWO WORKING YS BEFORE YOU DIG ELEVATION 918.40 DK ER• CITY ENCAKER R.C.E4e� -. 2513) of ��
�L r /0/2-i/o2 49 CONST• NOTES /(o THRl1,2O•
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