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1• ALL WORK SHALL BE DONE IN ACCORDANCE OTH THESE PLANS THE
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�;; ;,��� uir;x� 3, {I : STANDARD$ OF RIALTO THE STANDARD S��CFICATIONS FOR PUBLIC
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1 k, ��»ir t�'k;'�" �'s(u(��'fi,l` 1MTO AP�PtXABLE STAT` �TRU`CTION SAFETY ORDERS• 1 CO�NTiRAC..
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,1,,,!411'J1,i,;Jf,�tst` I'� +h�►++r "t;- 'TOR- SHA�.L REQUIRES?' >TO SHOW THAT A PER MT FROM TME DIVISION
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1 '� {I q,,N� �� t ALL COMPACTION SHALL � PERFORMED AS SHOW ON ;CITY QF RIALTO ; : �' x
I, +, ,, ++�+t,� � l*tc STA AR N 110 AN TH STANDARD SPE I+CATI F P B K iI 1i" $,N;.
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;t ` I'ji�u�'�;I;f��is:A;tA CONBTRUC"�'IC?A�I, 1988 EDITKN�t AND ADC3EN41JM'5�,
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��:"'�l �, ; ir� �' '1+ '`" 4 AL.L PIPELINES OR SVBS'1 UCTURES OIF ANY K NOT SHOWN ON THESE
i�,(}��;�� �;' '��," �,I�: r' PL.AN,$. L.1r'1 G WITHI�J THE' ,AREA OFFSITE IMPROVEMENT SHALL ��
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�, C► Q R REINFORCED TO THE $A►TISFACTION QE THE
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+' �;�it i��' t ��� {'la kt+ CITY' ENGINEER AND THE "COMPANY OWNING Ti FACIUITY AT NO EXPENSE ,.
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�i d# ; �1� , TION OF PAVING THE PA\ANG CONTRACTOR SHALL ADJUSt T+DP 4E
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a' "' ,III �' 'r"= .tIE M�ANH SLE TO FINISH GRADC.
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ky,' (fl l a ,1, 1 ,�" , 6. ALL VITRIFIED CLAY PIPE JOINTS TO BE TYPE D, OR TYPE G AS SPECIFIED
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r ,, 'E (.'I "� � 7. ALV. 4*' HOUSE CONNECTS SEWERS SHALL BE CCN�ISTRUCTED PER CITY FREEWAY _ _ _ _ _ _ .� — _
a,14 ` ` , STANDARD #103. LATERAL SHALL CONSTRUCTED APPROXIMATELY IN — RNARDINO — — _ _ T _ _ _ _ _ _ _ _ — — —
1.11 SAN BE ---- __.,•„______
; ^` ! ;,I,s�tji THE CENTER OF THE L4T'AN:D HAVE PLUS OR M IUS 4' COVER AT THE —' --`"�_ =�� �_�«____________ _----_-----------
I 'r . ! y3' PROPERTY LINE. NO SEWER LATERAL SHALL BE PLACED UNDER ANY S. P. R. R.
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�''," 9L ANY CHANGES AND OR REVISIONS TO THESE PLANS DUE TO INTERFERENCE
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,4'rF „' WITH ANY PIPE OR SUBSTRUCTURES OF ANY KIND NOT SHOWN ON THESE
'' ;1"' PLANS SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER ANA `
VTI N W R HA BE DONE ATN XPENSE TO THE CITY OF i o
�s
THE AQD O AL 0 K S LL 0 E _ J SLOVER �_
+ �`''` RIALTO. _.�------- AVENUE
�— — — -- — — r—.......1. — _ .._ —
s, ALL aEWER' MAINS SHALL BE CONSTRUCTED WITH VITRIFIED CLAY PIPE. i ��� �1� r
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. Q (Y CAL)'
* N_QT�E
QUANTITIES SHOWN ARE FOR BOND PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR HIS
OWN ESTIMATE FOR BIDDING.
CONSTRUCTION NOTES & QUANTITIES: � ,
ITEM
DESCRIPTION
QUANTITY *
UNIT I
WITHIN THE FOLLOWING LIMITS FOR NORMAL BEDDING: I
(D
INSTALL 12" EXTRA STRENGTH VCP SEWER PER CITY STD.
1344
LF �,
- -.
�
`:/
INSTALL 15" EXTRA STRENGTH VCP SEWER PER CITY STD.
248
1
LF
----�- OVERWIDTH BEDDING SHALL BE USED WHERE THE TRENCH WIDTH
AT THE UPPER LIMIT OF THE PIPE ZONE EXCEEDS THE MAXIMUM
I
WIDTH SPECIFIED ABOVE.
3
O
CONSTRUCT STD. PRE—CAST MANHOLE PER CITY STD. DETAIL 112,
7
EA
EXCAVATION.
4
INSTALL STUB, SIZE PER PLAN.
6
EA
5
�5
INSTALL 8" DUCTILE IRON PIPE
28
LF
P F H PIP N -
TQ THE TO 0 T E E ZO E. ,
Q
INSTALL CLEAN—OUT PER CITY STD, 102
1
EA
* N_QT�E
QUANTITIES SHOWN ARE FOR BOND PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR HIS
OWN ESTIMATE FOR BIDDING.
NATIVE OR IMPORTED BACKFILL AT CONTRACTOR'S �`
PAVEMENT OPTION TO BE BROUGHT UP IN LIFTS AND COMPACTED
ll
ZONE
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"—""'� ". CONDITION SEE NOTE 4 "�:�"" CONDITION SCE ', C4. t•a 4 "w
!" TO 1.5" MAX. GRAVEL AS DIRECTED PIP BASE
PIPE BASE « . E r•
6 MIN. FOR PIPES 1 AND LARGER 6 MIN. FOR PIPES 12 AND I,,,,ARG'F:R,''
4" MIN. FOR PIPES 10" OR SMALLER 4" MIN. FOR PIPES 10" OR SMALLFR '
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NOTES:
4
• 1
-- TRENCH WIDTH AT THE UPPER LIMIT OF THE PIPE ZONE SHALL BE I;
WITHIN THE FOLLOWING LIMITS FOR NORMAL BEDDING: I
(A) MAXIMUM TRENCH WIDTH: O.D• PIPE OR BELL PLUS 16"
8 MAX. EACH SIDE OF PIPE. 1.
- -.
(B) MINIMUM TRENCH WIDTH: O.D. PIPE OR BELL PLUS 12"
. . . , -
6 MIN. EACH SIDE OF PIPE. I
2
----�- OVERWIDTH BEDDING SHALL BE USED WHERE THE TRENCH WIDTH
AT THE UPPER LIMIT OF THE PIPE ZONE EXCEEDS THE MAXIMUM
I
WIDTH SPECIFIED ABOVE.
3
--- OVERWIDTH BEDDING --MAXIMUM TO BE DETERMINED IN THE FIELD
BY THE DISTRICT REPRESENTATIVE ON THE BASIS OF QVERWIDTH `1
1
EXCAVATION.
4
IF UNSTABLE SOIL IS ENCOUNTERED, DISTRICT TO DETERMINE
DEPTH OF REMOVAL AND SIZE OF FOUNDATION ROCK. t:
5
---- IN LIEU OF THE SAND EQUIVALENT 30 MATERIAL IN PIPE ZONF_, .
i
THE CONTRACTOR MAY EXTEND THE 3/4" MAX. CRUSHED ROCK
P F H PIP N -
TQ THE TO 0 T E E ZO E. ,
NATIVE OR IMPORTED BACKFILL AT CONTRACTOR'S �`
PAVEMENT OPTION TO BE BROUGHT UP IN LIFTS AND COMPACTED
ll
ZONE
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W �,', i A
I
I a I I �,
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"—""'� ". CONDITION SEE NOTE 4 "�:�"" CONDITION SCE ', C4. t•a 4 "w
!" TO 1.5" MAX. GRAVEL AS DIRECTED PIP BASE
PIPE BASE « . E r•
6 MIN. FOR PIPES 1 AND LARGER 6 MIN. FOR PIPES 12 AND I,,,,ARG'F:R,''
4" MIN. FOR PIPES 10" OR SMALLER 4" MIN. FOR PIPES 10" OR SMALLFR '
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SOUTHERN CALIFORNIA' EDISON CO•
PACIFIC BELL
.
N C�ERNAF201 o
SA N
CITY aI'
�'
+ NTRACT RS
;f R#VATE ENGI'NEE`RS NOTICE TO . 0 O
,... . _.._....�._,_. A r. • �� _______._____...
7951 RE WOOD
A
,3939 E. CORONADO STREET
FoNTANA
1;. 'Ill:. ..
"`
FONTANA, CA 9233{6
N HIM A. 2807
AAE C 9
CITY
I
1/lCINiTY
MAl°
...
'
' +..'1"ME CONTRACTOR AGREES THAT :HE SHALL ASSUME SQ�LE AND COMPLETE
714 357-6231
( )
714 999-5'449
t )
BENCHMARK
No. 296
N.T.s.
. ES.PONSIB"ILI`TY FOR J08 SITE CONDITIONS DURING THE COURSE CF;'+
CONTACT: HAL STEWART
i
+CONSTRUCTION. Off' THIS PROJECT; INCLUDING SAFETY OF' ALL PERSONS ;�
A BOAT NAIL SET IN
SIDEWALK AT THE
.
AI,
AN i PROPER'iY: ``THAT THIS REQU EMENT SHALL "APPLY CONTINUOUSLY
�
�
NW CORNER OF THE
INTERSECTION OF
,: ,'
-
AND NOT I3E;;LIMITED TO NORMAL IRKING HOURS; AN#� THAT TME SOUTHERN CALIFORNIA GASO. CITY DF RIALTO
I CONTRACTOR, SHALLR DEFEND. kN;I?EMNIFY, Abp HOLD � O►w�1ER .
2325 CRENSHAW t5G SOUTH PALM AVE,,
a ' ' ' A NGINEER H/~yRML.ESS FROM ANY` A tQ ALL L,IA LTY, REAL 'C1R ALLEGEt + P.O. BOX 2815 RIALTO, C 92370
1 I.; 44 '.CONNECTION WITH THE PERFORMANCE OF', WORK 0 4 T+IIS �OJECTI T RANCE CA 40509--2815 �
,,; OR (74) 820 X530
A , ' i1 '. PTING F R ABI ITY AR�ISINWG FORM THE SOLE NEGLIGENCE OF THE
'1. ', ; ; ., XCE . L 2131/328-1631
+.. F
,. .
.
N 1N
,pIIdER OF ,TI,E E G EER TACT IIIA LIS PERCIANG ITY F TA
.,`"
�. CON L DEL C OF' ON
;, ,
.. :'W. r N
�' S RfRA AVE UE
8353
A ,� ® i
I. �. RGI UTILITIES & STRUCTURES �!� a 1
WEST SAN BERNARDINO COUMTY FpNTANA�, CA. 92335
,, °' i 'tj'r.T� EXISTEN�!CE. AND LOCATION OF: '�A►NY UNDERGROUND (UTILITIES OR WATER DISTRICT 714 350-78�'I0
STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED QY A SEARCH OF 85 W. BASELINE BLD ( )
;VAI ABLE RECORDS. TO THE `BEST OF OUR KNOWLEDGE. THERE ARE NO P. . B X 18 G 8 t" + 1 Mf"1 S rY � /���►
't at, .. r '.i + r,sf.
{ EXISTING UTILITIES EXCEPT THOSE SHOWN OSI THESE PLANS. THE � RIALTO, CA. 9237 ►
Call: TOLD, FREE
` `�"''' T I UIRE TO T KE AL.L PR'ECAUTION`ARY MEASURES TO —1 4 .
,, TRAC Q .REQ D (714)87 80
;,, h 'R ?TECT. THE UTILITIES SMOvVN, AND IS RESPONSIBLE FOR THE PROTECTION
T TH INE R STRUC lRES �. 1 '" Oi
r OF AND ANY "DAMAGE 0 ESE' L, S O TU I m.,;
F�
M1
W 2 2 �" `� l
°W u
1;r J COLTON UNIFIED SCHOOL ,CWSTRICT
�„ 'r IN RPR PARIN THE PLAN NOT BE
CA U"tiON. T'HE ENG EE E G SE S Ml�,l. f r� ,,.
� } ,' ESPONSI FOR, OR LIABLE FOIA, UNAUTHORIZED CHANGES OR USES OF
1 ' 4 � TI-IESE PLANS. ' ALL CHANGES TO 'THE PLANS MUST K IN WRITING AND
' „ '', ;1 ,'ST BE APPROVED BY THE PREPARER OF THESE PL.ANS."
' t A > 4 '„
1
, ii t
. .
W QAYS
KFORE; YOU t
SIERRA AVENUE &THE BRIpGE (N/0
SLOVER AVENUE).
ELEV. 1137.71 1967
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