HomeMy WebLinkAbout1801-1FONTANA
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ITEM
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IAO -77 - i
1
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INSTALL
STANDARD
MANHOLE
PER CITY OF
5
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Ve
ASL PGAV5 24 23 22 21 20
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FONTANA
STANDARD
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11
EA.
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PAPER AS BOND BREAKER
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IIII�I
III
Fie 4 C_r A/
8 ��
AROUND PIPE 8& COUPLINGS.
100'
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10
AI //, SAN BERNARDINO CO.
RIVERSIDE CO.
PRIVATE ENGINEERS NOTICE TO CONTRACTOR
1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE
OWNER OR OTHERS, AND THOSE SHOWN OF THE RECORDS EXAMINED ARE
SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT.
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 I:EQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE
SITE. IT SHALL BE THE CONTRACTOR'S REPSONSIBILITY TO NOTIFY
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 FOR ANY COSTS OF RELOCATION OR
ADDITIONAL COSTS OF CONSTRUCTION. .
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CONSTRUCTION NOTES AND QUANTITY ESTIMATES
NO.
ITEM
IAO -77 - i
UNIT
lq 077
O
INSTALL
STANDARD
MANHOLE
PER CITY OF
5
=
FONTANA
STANDARD
DETAIL
112.
ONE LAYER OF 151b. BUILDING
EA.
O
rJ
PAPER AS BOND BREAKER
8 ��
AROUND PIPE 8& COUPLINGS.
/
EA.
r
O3
INSTALL
8" V C.P.
VITRIFIED CLAY
`-J
E XT E RIOR TO & WITHIN I
PIPE PER CITY OF
FONTANA
STANDARDS AND
1408
I10°5
SPECIFICATIONS.
L . F .
CLASS I CONCRETE _
4O
INSTALL
4" SEWER
LATERAL
PER CITY OF
1400
1250
GROOM
FONTANA
STANDARD
DETAIL
125.
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CONCRETE 'ENCASEMENT
• � •
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EA.
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INSTALL
CONCRETE
ENCASEMENT PFR DETAIL TIiIS
10
_
SHFFT.
T.. F.
V
11
GENERAL NOTES:
1 . THE CONSTRUur i ON 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. CDArtED Ie)'75)
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. ALL UNDERGROUND WORK SHALL BE ,COMPLETED PRIOR TO PAVING OF
STREETS.
5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL
LOCATION AND ELEVATION IN THE FIELD.
6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5)
FEET IN DEPTH SHALL BE EFFECT•IVEI.Y 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.
7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM
EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.
1.6.
8. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION
STANDARD DETAIL 129.
9. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES.
CONTRACTOR SHALI, NOT I FY THE ENG I NEER 2 w,02y-1 hrG U YS P�l�iz
ANTICIPATED START OF CONSTRUCTION.
10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE: CONTRACTOR TO THE:
CITY OF FONTANA.
11. THE CONTRACTOR SHAM, I3E; RESPONSIBLE FOR THE RESETTING OF ANY
SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCII
MARKS WHICH ARE DISTRIBUTED DURING CONSTRUCTION WHETHER THEY
ARE SHOWN ON THE PLANS -OR NOT.
12. ALL, MANHOLE, AND CLEANOUT FRAMES AND COVERS SHALL. BE;
CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND
SHALL BE RAISED TO GRADE; BY PAVING CON'T'RA("f(1R AFTER
COMPLETION OF PA%' 1 NG .
13. ALL 4" HOUSE; SE;WI':h LATERALS SHALL, BE I NSTAI.I,I-,D ON A 2%
MINIMUM GRADE, UNL,E:SS oTlIERW I SE: APPROVED BY THE CI TY
ENG 1 NEER, I NSTAIJ, Sl?WE:R CLEANOUT BOX FOR ALL HOUSE LATERALS f'VR STO. 125 A .
14, TERMINATE ALL A" AAOUGE, GEWEIZ _M�: Lar YA_TiA 1, 'PL.UG -
%00L_ID A 'PUZA-.,3C UT I-l'CI>xg �Z�Ye&NIENT LIR CONTIGUOeb TO TttC. OW--rZ T
T+l�F_ LhT�:P-NL. SKaLL VZxTi ND A4:�=roS TttE ANp i�MIMNXR 3' INst'DF-
-C•N1^ G_CrT ,6!b .M£k6U7.A_7D FtOM THR U'TILl TY F_hGKM'ENT
15. CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER
LATERALS BY THE SEWER CONTRACTOR.
16. 11' SHALL BE: THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE
HORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY
CROSSINGS FOR AI.L UTILITIES CONSTRUCTED PRIOR TO THE SEWER.
ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER
PRIOR TO CONSTRUCTION.
17. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL
UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED
TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE,
LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER,
SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48 -HOURS
PRIOR TO EXCAVATION NEAR THEIR FAC I L I T I E'S , NOTIFY:
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CALIFORNIA 92335
TELEPHONE (714)350--7610
SO, CALIF. GAS COMPANY -DISTRIBUTION FACILITIES
----- -- 570 41TH STREET, P.O. BOX 6226 ---
SAN BERNARDINO, CALIFORNIA 92408
TELEPHONE (714)884-9411 OR (800)422-4133
SO. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT
2191 BIRCH STREET
BREA, CALIFORNIA 92621
TELEPHONE; (714)529--2889 Oft (800)422--413?.
SOUTHERN CALIFORNIA EDISON COMPANY_
13`` 1 E. FRANCIS AVENUE, P.O. BOX 513
ONTARIO, CALIFORNIA 92621
TELEPHONE (714)947 -2996 -UNDERGROUND POWER
(714)875 -5100 -TRANSMISSION
(2.13)(337 -•1233 -PIPELINES, OR
(800)422--4133
GENERAI, _TELEPHONE COMPANY
245 N. MOUNTAIN VIEW AVENUE -
POMONA, CALIFORNIA 91766
TELEPHONE (213)357-2257 OR (800)422--4133-
SAN BERNARDINO COUNTY FLOOD CONTROI,DISTRICT
825 EAST THIRD STREET
SAN BERNARDINO, CALIFORNIA 92408
TELEPHONE (714)383-1665
PAC 11'' 1 C TELEPHONE & TELEGRAPH COMPANY r
- - --3073 ADAMS STREET
RIVERSIDE, CALIFORNIA 92504
TELEPHONE (714)359-2585 OR (800)422-4133
RECORD URA\Alt,SCR
I
5 ,
6
4" COUPLING 4"
=
MIN. O.D. MIN.
7 11
ONE LAYER OF 151b. BUILDING
rJ
PAPER AS BOND BREAKER
8 ��
AROUND PIPE 8& COUPLINGS.
/
r
PROVIDE FLEXIBLE JOINT I
`,� :"°� •,;
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E XT E RIOR TO & WITHIN I
OF ENCASEMENT ENDS'"'►..z,
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CLASS I CONCRETE _
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CONCRETE 'ENCASEMENT
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N.T. S .
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/a MAX
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HAl[R-SECTIiQN
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' ' i I/S" I - CA�t FL
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TOP Ross1
SFrLECTED NATIVE SOIL
T•a
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aM I.a.
I' MAX.
COMPACTED
SIZE
TO 90
3A
Z
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I J-
:, ;
I MAX. SIZE SELECTED
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NATIVE BEDDING
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JOINT DETAIL
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COMPACTED TO 90%
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0.
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1. $ee Std. Detai� Nos. III, 1136 114 for drop
typical
:' •o =
�' i
'•`'' w
Y function deta Is and Junction
y 19
2. Eccentric cone may be used in lieu of
- z
- z
/
Concentric cones.
v
3. The lowest manhole step shall be placed not
I/4" TO 3/4"
I
v less than 16" nor more than 24"above shelf.
ROCK BEDDING
4. Th { uppermanholestepshall be placed
la e d
wee�
be the top ofmai hoe and
Nnhole cover frame and shall project
n, more than inside manhole.
��
TYPICAL BEDDING FOR 8VCP
a
TYPICAL BEDDING FOR 8 VCP
5. -All joints shall be mortared.
' 6. 3/4"¢ g¢Iv• iron step or plastic steps
' ASTM A•82, ASTf� C-418
10' OR DEEPER
LESS
THAN 10� DEEP
per ,
ASTM Type 11 Grade 43758.
N.T. S.
N T.S .
STANDARD PRE - CAST MANHOLE
PER CITY OF FONTANA STANDARDS
DETAIL 112
N. T S.
V
11
GENERAL NOTES:
1 . THE CONSTRUur i ON 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. CDArtED Ie)'75)
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. ALL UNDERGROUND WORK SHALL BE ,COMPLETED PRIOR TO PAVING OF
STREETS.
5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL
LOCATION AND ELEVATION IN THE FIELD.
6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5)
FEET IN DEPTH SHALL BE EFFECT•IVEI.Y 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.
7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM
EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.
1.6.
8. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION
STANDARD DETAIL 129.
9. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES.
CONTRACTOR SHALI, NOT I FY THE ENG I NEER 2 w,02y-1 hrG U YS P�l�iz
ANTICIPATED START OF CONSTRUCTION.
10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE: CONTRACTOR TO THE:
CITY OF FONTANA.
11. THE CONTRACTOR SHAM, I3E; RESPONSIBLE FOR THE RESETTING OF ANY
SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCII
MARKS WHICH ARE DISTRIBUTED DURING CONSTRUCTION WHETHER THEY
ARE SHOWN ON THE PLANS -OR NOT.
12. ALL, MANHOLE, AND CLEANOUT FRAMES AND COVERS SHALL. BE;
CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND
SHALL BE RAISED TO GRADE; BY PAVING CON'T'RA("f(1R AFTER
COMPLETION OF PA%' 1 NG .
13. ALL 4" HOUSE; SE;WI':h LATERALS SHALL, BE I NSTAI.I,I-,D ON A 2%
MINIMUM GRADE, UNL,E:SS oTlIERW I SE: APPROVED BY THE CI TY
ENG 1 NEER, I NSTAIJ, Sl?WE:R CLEANOUT BOX FOR ALL HOUSE LATERALS f'VR STO. 125 A .
14, TERMINATE ALL A" AAOUGE, GEWEIZ _M�: Lar YA_TiA 1, 'PL.UG -
%00L_ID A 'PUZA-.,3C UT I-l'CI>xg �Z�Ye&NIENT LIR CONTIGUOeb TO TttC. OW--rZ T
T+l�F_ LhT�:P-NL. SKaLL VZxTi ND A4:�=roS TttE ANp i�MIMNXR 3' INst'DF-
-C•N1^ G_CrT ,6!b .M£k6U7.A_7D FtOM THR U'TILl TY F_hGKM'ENT
15. CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER
LATERALS BY THE SEWER CONTRACTOR.
16. 11' SHALL BE: THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE
HORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY
CROSSINGS FOR AI.L UTILITIES CONSTRUCTED PRIOR TO THE SEWER.
ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER
PRIOR TO CONSTRUCTION.
17. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL
UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED
TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE,
LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER,
SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48 -HOURS
PRIOR TO EXCAVATION NEAR THEIR FAC I L I T I E'S , NOTIFY:
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CALIFORNIA 92335
TELEPHONE (714)350--7610
SO, CALIF. GAS COMPANY -DISTRIBUTION FACILITIES
----- -- 570 41TH STREET, P.O. BOX 6226 ---
SAN BERNARDINO, CALIFORNIA 92408
TELEPHONE (714)884-9411 OR (800)422-4133
SO. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT
2191 BIRCH STREET
BREA, CALIFORNIA 92621
TELEPHONE; (714)529--2889 Oft (800)422--413?.
SOUTHERN CALIFORNIA EDISON COMPANY_
13`` 1 E. FRANCIS AVENUE, P.O. BOX 513
ONTARIO, CALIFORNIA 92621
TELEPHONE (714)947 -2996 -UNDERGROUND POWER
(714)875 -5100 -TRANSMISSION
(2.13)(337 -•1233 -PIPELINES, OR
(800)422--4133
GENERAI, _TELEPHONE COMPANY
245 N. MOUNTAIN VIEW AVENUE -
POMONA, CALIFORNIA 91766
TELEPHONE (213)357-2257 OR (800)422--4133-
SAN BERNARDINO COUNTY FLOOD CONTROI,DISTRICT
825 EAST THIRD STREET
SAN BERNARDINO, CALIFORNIA 92408
TELEPHONE (714)383-1665
PAC 11'' 1 C TELEPHONE & TELEGRAPH COMPANY r
- - --3073 ADAMS STREET
RIVERSIDE, CALIFORNIA 92504
TELEPHONE (714)359-2585 OR (800)422-4133
RECORD URA\Alt,SCR
I