HomeMy WebLinkAbout1824-1M-
r,
i
INDEX OF SHEETS
xiSTRE _,.
�' pl-
SOUTH
RIDGE
PHASE
s
VILLAGE
3
FcNTANAis r,.Ai iFnpm1zi
H.�U,.-D-_. TITLE X_PROJECT'
JO._ 143-46025
J
FONTANA
VICINITY MAP
N.T.9.
MOJECT
AREA
LAN W_ ampmo CO.
LIVER=IDE CO.
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, SAND
THOSE SHOWN ON THE RECORDS EXAMINED, ARE SHOWN WITH THEIR APPROXIMATE LOCATION i
AND EXTENT. a,
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING.
GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION
AREA IMMEDIATELY PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILILTIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTO 'S
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRICT!
` 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 THS ENGINEER'S
ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPON-
SIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION.
W
1a' _ ----
'a 15. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO
23
CONSTRUCT THE WORKS TO THE PLAN GRADES.
2
CL 9 0I.ps, ;;� F 16. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR.
�� .'� ITS r
6 17. AS -BUILT DRAWINGS SMALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA,,
M - S-- jZ.C.F. /543 18. BACKFILL MATERIALS TO HAVE A SAND EQUIVALENT OF 30M (MIN.) AND MIN. COMPACTION OF z
•7�4.''��
8 EX/- 90%.
t•
7
19. TYPE, LOCATION, AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT T
19 21 �
I TIME O� CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTXNA STAND D
N.T.S. DETAILS. I
18
GENERAL NOTES
EXISTING RESERVOIR - 10. FOR PAVEMENT MARKING SIGNING AND STRIPING. SEE SIGNING AND STRIPING DRAWINGS. '
- 21. CONTRACTOR SHALL NOT OPERATE ANY MAINLINE WATER VALVE.
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PIANS AND TO - '----
-� --
`10. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH 'WORK AS . SOUTHERN CALIFORNIA GAS COMPANY SAN BERNARDINO COUNTY FLOOD CONTROL a
THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT DESCRIBED IN NOTE 9 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL.SAFETY. DISTRIBUTION FACILITIE AND WATER CONSERVATION DISTRICT
{ 22. IF EXISTING UTILITIES OR. ANY OTHER FACI'1.ITIES CONE ICT WITH THE PROPOSED
CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SECTION 306-1.1:6. 70 4th STREET 825 EAST THIRD STREET tIMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY.
- 1 P.O.'BOX 6226 SAN BERNARDINO, CA 92408
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT' 11. •ALL MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SAN BERNARDINO, CA 92408 714/383-1665 23. COMPACTION TESTS SHALL BE PERFORMED AT NO COST TO THE CItY OF FONTANA. A
G. PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. THEIR RESPECTIVE CONTRACTOR AND SHALL BE RAISED TO GRADE UNDER THIS CONTRACT 714/884-9411 \� WRITTEN REPORT WITH THESE COMPACTION TESTS -SHALL BE SUBMITTED TO THE CITY '
AFTER COMPLETION OF PAVING. 800/422-4133 G
i3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. ENGINEER.
` - CHINO BASIN MUNICIPAL WATER DISTRICT METROPOLILTAN WATER DISTRICT 24. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUyBMT"1`fED TO THE CITY
t4. CURB DATA REFERS TO THE FACE OF THE CURB. 12. ALL BACKFILL TO BE CERTIFIED BY THE SOILS ENGINEER. 555 ARCHIBALD AVENUE OF SOUTHERN CALIFORNIA ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY:
RANCHO CUCAMONGA, CA 91730 213/250-6432
5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO ALL 13. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 714/987-1712 A) R -VALUE, SIEVE ANALYSIS, AND SAND EQUIVALENT OR AGGREGATE BASE.,.
ADJOINING CURBS AND SIDEWALKS.
114. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER SOUTHERN CALIFORNIA GAS COMPANY! ,PACIFIC TELEPHONE AND TELEGRAPH CO. � � , �
6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE IMPROVEMENTS INCLUDING BUT NOT LIMITED TO GAS TELEPHONE ELECTRICAL _
TRANSMISSION DEPARTMENT 3073 ADAMS STREET B) STABILITY, OI CONTENT, AND SIEVE ANALYSIS OF ASPHALT SURFACING. _
�..
CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. . LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, 191 BIRCH STREET RIVERSIDE, CA 92504 25. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER j
RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. ALL UTILITYBREA, CA 92621 714/359-2585
} 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. .; � COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR •TO WORKING AROUND THEIR, 714/529-2889 800/422-.4133 THE BASE COURSE�'FiAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO
_ FACILITIES. NOTIFY: THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE.
__� - - -- - - /422-4133 l i
800 Y ANA.
^ -- CITY CODE OF THE CIT OF FONT ,
8. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE C614TRACTOR -
SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE CITY OF FONTANA GENERAL TELEPHONE COMPANY SOUTHERN CALIFORNIA EDISON COMPANY COMCAST
26. PAVING `NOTE: ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST I
FIELD. _ 8353 SIERRA AVENUE 245 NORTH MOUNTAIN VIEW AVENUE '' 1351 EAST FRANCIS AVENUE COMTASfi CABLEVISION AND RECOMMENDED BY THE SOILS ENGINEER: "R" VALUES, SAND EQUIVALENTS AND
RSTREET
I FONTANA CA 92335 .. ,, - POMONA, CA 91766 P.O. BOX 613 1257 W. BROOKS � �
�9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE FEET IN DEPTH SHALL BE 714/3507610 213/357-2257 ONTARIO, CA 91761 ONTARIO, CA 91762 STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY OF FONTANA l�OR ;
f APPROVAL UPON COMPLETION OF ROUGH GRADING.
EFFECTIVELY GUARDED BY A SHORING SYSTEM SLOPING OF THE GROUND OR OTHER EQUIVA- 800/422-4133 V 714/947-2996 -- UNDERGROUND POWER 714/983-9895 i 4
LENT MEANS. TRENCHES LESS THAN FIVE FEET IN DEPTH SHALL ALSO BE GUARDED WHEN - - - - -- - - --- - 7,4/875-5100 TRANSMISSION
TE P � � 213/637-1233 ► ....
EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE_EX EXPECTED. � • � � - --- ------ - _ ����- �
--
,, 800%422-4133-- PIPELINES r, -
10
Ak
APPROVED BY CITY Cr FC'MM6.11 q ,C.A�.!FC'�'�"��
BENCH nn,�AR� - _
tinEngineers PASADENA (818)792-3096 "- '1LI `Afnmv r)RA! TI�'�"IT
nsuRR SP',KE ON PP# 074..2 _ E AT _ PL
- SANTA ANA (714) 979-1761 r --r- � , r-. � � �
„RECORD DRAWING, 6-19gojAje ' Z /� T`IE INTEL? .0 N� OF J(I , q r --►.m BY�� -rol.E
AD�� .5L o-4 O A ?� �„ S0tJTHw`"r%fR-%r`.ViL� '!� NnIF__ ,��h 1543 PALM SPRINGS 619 320-4220 t _ . ' ' . R
M1
TO PA 3-1�,�2i 33.35 j�� 9-6'89 a WILLIAM D L E Vb l -- o BY jjI LE r+ -
y i- QfS
Ef�",R. CITY T
NO. DESCRIPTION DATE -DATE a
APPR . - APPR. F - � M.T. SCALE FILE NO. S REE.T IM -'Q ,VEMF.NT PLAhiS
DESIf�IED BY CHECKED 8Y �'
In = 4O ' 14 OU . 5 . +�Ec'KED BY ABED / _ S�+«'T NO.
R E V I S 10 N S rjAAvm By DAA MAY 19 8 7 vlF-gg t ASSOC-
+ �e •r� ^gyp �` � � '. /o 0 A
SHEET
NO
-
DESCRIP PION
I.
TITLE
SHEET
4
TYPICAL SECTIONS
3.
PLAN
AND
(PROFILE
FOR
BEECH AVENUE
FROM STA. 1+ 00-00
TO STA, 10+00.00
4.
PLAN
AND
PROFILE
FOR
BEECH AVENUE
FROM STA. 10+00.00
TO STA. 1`9 +00.00
5.
PLAN
AND
PROFILE
FOR
BEECH AVENUE
FROM STA. 19+00-00'
TO STA. 31 +00.00
6.
PLAN
AND
PROFILE
FOR
BEECH AVENUE
FROM STA. 31 +00.00
TO STA. 42+0000
7.
PLAN
AND
PROFILE
FOR
BEECH AVENUE
FROM STA. 42+00.00
TO STA. 52 + 86.81
SL
PLAN
AND
PROFILE
FOR
CITRUS AVENUE
FROM M. 52 +86.81
TO STA, 62+ 00.00
9
PLAN
AND
PROFILE
FOR
CITRUS AVENUE
FROM STA. 62+00.00
TO STA. 72+60.68
10
PLAN
AND
PROFILE
FOR
CITRUS =AVENUE
FROM STA. 72+60.69
TO STA. 83+00.00
1t
PLAN
AND
PROFILE
FOR
CITRUS AVENUE
FROM STA. 83+00.00
TO STA. 94+01.73
12
FLAN
AND
PROFILE
FOR
CITRUS AVENUE
FROM STA. 94+01.73
TO J U RU PA AVE.
13.
PLAN
AND
PROFILE
FOR
VILLAGE DRIVE EAST FROM STA. 1+00.00
TO STA. 94-00.00
14
PLAN
AND
PROFILE
FOR
VILLAGE DRIVE EAST FROM STA..9+00.00
TO STA. 19 +00.00
15
PLAN
AND
PROFILE
FOR
VILLAGE =DRIVE EAST
FROM STA. 19+00.00
TO STA. 29+00,OC
16
PLAN
AND
PROFILE
FOR
VILLAGE DRIVE EAST FROM STA, 28 +65.00 TO STA . 39 +11-37
17
PLAN
AND
PROFILE
FOR
VILLAGE DRIVE EAST FROM M. 39+11.37
TO STA. 434-65.24
19
'PLAN
AND
PROFILE
FOR
HORSE TRAIL FROM STA. 222E+00,00 TO
vo,
STA. 36 +00,00
20
PLAN
AND
PROFILE
FOR
ELM AVENUE FROM
STA. 36+00.00 TO
S7A. 47 +00.00
21
PLAN
AND
PROFILE
FOR
ELM AVENUE FROM* STA. 47+00.00 -TO
STA. 56+00.00
22
PLAN
A14D
PROFILE
FOR
ELM AVENUE FROM STA. 56+-00.00 TO
STA. 64 + 82.86
23
PLAN
AND
PROFILE
FOR
POPLAR AVENUE
FROM STA. 1+00.00
TO STA. I 14- 00.00
24
PILAN
AND
PROFILE
FOR
POPLAR AVENUE
FROM STA. II +00,00
TO STA. 20+00.00
25
PLAN
AND
PROFILE
FOR
POPLAR AVENUE
FROM STA. 20+00-00
TO STA. 29+00,00
2Q.
PLAN
AND
PROFILE
FOR
POPLAR AVENUE
FROM STA. 29+00.00
TO STA. 37 + 54.06
27
PLAN
AND
PROFILE
FOR
CYPRESS AVENUE
FROM STA. 1 +00.00
TO STA. 10+00.00
28
PLAN
AND
PROFILE
FOR
CYPRESS AVENUE
FROM STA. 10+00-00
TO STA. 184-50.00
29
PLAN
AND
PROFILE
FOR
CYPRESS AVENUE
FROM STA. 18 +50-00
TO STA. 28 4 23.91
30
PLAN
AND
PROFILE
FOR
CYPRESS AVENUE
FROM STA. 28+23.91
TO STA. 36+45.27
31
PLAN
AND
PROFILE
FOR
CYPRESS AVENUE FROM STA . 36+45.27
TO JURUPA AVE.
32
PLAN
AND
PROFILE
FOR
CATAWBA COURT
FROM STA. 14-0000
TO STA. 8+37.06
33
PLAN
AND
PROFILE
FOR
CATAWBA COURT
FROM STA. 0•f-97.22
TO STA. 4+41.14
34-35
SUMMARY
OF QUANTITIES
xiSTRE _,.
�' pl-
SOUTH
RIDGE
PHASE
s
VILLAGE
3
FcNTANAis r,.Ai iFnpm1zi
H.�U,.-D-_. TITLE X_PROJECT'
JO._ 143-46025
J
FONTANA
VICINITY MAP
N.T.9.
MOJECT
AREA
LAN W_ ampmo CO.
LIVER=IDE CO.
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, SAND
THOSE SHOWN ON THE RECORDS EXAMINED, ARE SHOWN WITH THEIR APPROXIMATE LOCATION i
AND EXTENT. a,
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING.
GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION
AREA IMMEDIATELY PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILILTIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTO 'S
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRICT!
` 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 THS ENGINEER'S
ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPON-
SIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION.
W
1a' _ ----
'a 15. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO
23
CONSTRUCT THE WORKS TO THE PLAN GRADES.
2
CL 9 0I.ps, ;;� F 16. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR.
�� .'� ITS r
6 17. AS -BUILT DRAWINGS SMALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA,,
M - S-- jZ.C.F. /543 18. BACKFILL MATERIALS TO HAVE A SAND EQUIVALENT OF 30M (MIN.) AND MIN. COMPACTION OF z
•7�4.''��
8 EX/- 90%.
t•
7
19. TYPE, LOCATION, AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT T
19 21 �
I TIME O� CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTXNA STAND D
N.T.S. DETAILS. I
18
GENERAL NOTES
EXISTING RESERVOIR - 10. FOR PAVEMENT MARKING SIGNING AND STRIPING. SEE SIGNING AND STRIPING DRAWINGS. '
- 21. CONTRACTOR SHALL NOT OPERATE ANY MAINLINE WATER VALVE.
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PIANS AND TO - '----
-� --
`10. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH 'WORK AS . SOUTHERN CALIFORNIA GAS COMPANY SAN BERNARDINO COUNTY FLOOD CONTROL a
THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT DESCRIBED IN NOTE 9 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL.SAFETY. DISTRIBUTION FACILITIE AND WATER CONSERVATION DISTRICT
{ 22. IF EXISTING UTILITIES OR. ANY OTHER FACI'1.ITIES CONE ICT WITH THE PROPOSED
CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SECTION 306-1.1:6. 70 4th STREET 825 EAST THIRD STREET tIMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY.
- 1 P.O.'BOX 6226 SAN BERNARDINO, CA 92408
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT' 11. •ALL MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SAN BERNARDINO, CA 92408 714/383-1665 23. COMPACTION TESTS SHALL BE PERFORMED AT NO COST TO THE CItY OF FONTANA. A
G. PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. THEIR RESPECTIVE CONTRACTOR AND SHALL BE RAISED TO GRADE UNDER THIS CONTRACT 714/884-9411 \� WRITTEN REPORT WITH THESE COMPACTION TESTS -SHALL BE SUBMITTED TO THE CITY '
AFTER COMPLETION OF PAVING. 800/422-4133 G
i3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. ENGINEER.
` - CHINO BASIN MUNICIPAL WATER DISTRICT METROPOLILTAN WATER DISTRICT 24. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUyBMT"1`fED TO THE CITY
t4. CURB DATA REFERS TO THE FACE OF THE CURB. 12. ALL BACKFILL TO BE CERTIFIED BY THE SOILS ENGINEER. 555 ARCHIBALD AVENUE OF SOUTHERN CALIFORNIA ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY:
RANCHO CUCAMONGA, CA 91730 213/250-6432
5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO ALL 13. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 714/987-1712 A) R -VALUE, SIEVE ANALYSIS, AND SAND EQUIVALENT OR AGGREGATE BASE.,.
ADJOINING CURBS AND SIDEWALKS.
114. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER SOUTHERN CALIFORNIA GAS COMPANY! ,PACIFIC TELEPHONE AND TELEGRAPH CO. � � , �
6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE IMPROVEMENTS INCLUDING BUT NOT LIMITED TO GAS TELEPHONE ELECTRICAL _
TRANSMISSION DEPARTMENT 3073 ADAMS STREET B) STABILITY, OI CONTENT, AND SIEVE ANALYSIS OF ASPHALT SURFACING. _
�..
CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. . LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, 191 BIRCH STREET RIVERSIDE, CA 92504 25. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER j
RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. ALL UTILITYBREA, CA 92621 714/359-2585
} 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. .; � COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR •TO WORKING AROUND THEIR, 714/529-2889 800/422-.4133 THE BASE COURSE�'FiAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO
_ FACILITIES. NOTIFY: THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE.
__� - - -- - - /422-4133 l i
800 Y ANA.
^ -- CITY CODE OF THE CIT OF FONT ,
8. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE C614TRACTOR -
SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE CITY OF FONTANA GENERAL TELEPHONE COMPANY SOUTHERN CALIFORNIA EDISON COMPANY COMCAST
26. PAVING `NOTE: ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST I
FIELD. _ 8353 SIERRA AVENUE 245 NORTH MOUNTAIN VIEW AVENUE '' 1351 EAST FRANCIS AVENUE COMTASfi CABLEVISION AND RECOMMENDED BY THE SOILS ENGINEER: "R" VALUES, SAND EQUIVALENTS AND
RSTREET
I FONTANA CA 92335 .. ,, - POMONA, CA 91766 P.O. BOX 613 1257 W. BROOKS � �
�9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE FEET IN DEPTH SHALL BE 714/3507610 213/357-2257 ONTARIO, CA 91761 ONTARIO, CA 91762 STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY OF FONTANA l�OR ;
f APPROVAL UPON COMPLETION OF ROUGH GRADING.
EFFECTIVELY GUARDED BY A SHORING SYSTEM SLOPING OF THE GROUND OR OTHER EQUIVA- 800/422-4133 V 714/947-2996 -- UNDERGROUND POWER 714/983-9895 i 4
LENT MEANS. TRENCHES LESS THAN FIVE FEET IN DEPTH SHALL ALSO BE GUARDED WHEN - - - - -- - - --- - 7,4/875-5100 TRANSMISSION
TE P � � 213/637-1233 ► ....
EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE_EX EXPECTED. � • � � - --- ------ - _ ����- �
--
,, 800%422-4133-- PIPELINES r, -
10
Ak
APPROVED BY CITY Cr FC'MM6.11 q ,C.A�.!FC'�'�"��
BENCH nn,�AR� - _
tinEngineers PASADENA (818)792-3096 "- '1LI `Afnmv r)RA! TI�'�"IT
nsuRR SP',KE ON PP# 074..2 _ E AT _ PL
- SANTA ANA (714) 979-1761 r --r- � , r-. � � �
„RECORD DRAWING, 6-19gojAje ' Z /� T`IE INTEL? .0 N� OF J(I , q r --►.m BY�� -rol.E
AD�� .5L o-4 O A ?� �„ S0tJTHw`"r%fR-%r`.ViL� '!� NnIF__ ,��h 1543 PALM SPRINGS 619 320-4220 t _ . ' ' . R
M1
TO PA 3-1�,�2i 33.35 j�� 9-6'89 a WILLIAM D L E Vb l -- o BY jjI LE r+ -
y i- QfS
Ef�",R. CITY T
NO. DESCRIPTION DATE -DATE a
APPR . - APPR. F - � M.T. SCALE FILE NO. S REE.T IM -'Q ,VEMF.NT PLAhiS
DESIf�IED BY CHECKED 8Y �'
In = 4O ' 14 OU . 5 . +�Ec'KED BY ABED / _ S�+«'T NO.
R E V I S 10 N S rjAAvm By DAA MAY 19 8 7 vlF-gg t ASSOC-
+ �e •r� ^gyp �` � � '. /o 0 A