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1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, I ", � , 11 � ��,711,� i, t , � I 11,
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THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY OF FONTANA ""'' "', � I "'i `,,, c
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(IGREEN BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATESr EDITION I , I \ 1� � I " "�',, "�
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RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK" THE CONTRACTOR STORA4 DRA IN IA4PRO VEA4EN T PLA NS '"""' �
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SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION, 0 �� �, I " ". I J��'� �z I ", " " � '' , Lai
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J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. , � , ,
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4� ADVANCE CONS7RUCTION SIGNING INDICARNG DURATION OF PROJECT SHALL BE IN PLACE ON E WEEK Q I I , I � I � : �,� �� "''I - I I
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PRIOR TO IMPLEMENTING DETOURS __j � � ,_`,�,,i,,_,',�, �� �,,i � I Of � I I , I �_
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5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE C17 -Y OF FONTANA COMMUNITY DEVELOPMENT �, , �i�, �,"� � :,, � I I", I :Z:�t
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DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK, INSPECTION COORDINATION Z:�4 ! I I 1� � z 11 11 I I 1� �,
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SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC !I I �, �_� � � 11� � , I I ,
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RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) J50-7610. �_ t 1, I , ", '' � M: I , J I:
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6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES 4 f- -, " , L , - _�, ", , " -- -- ---- -- � ... -- -, �: ... I 11 11 I --,""I'll I d 1__
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0 DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION I 11 11 11,111�111� I ..... .. " ":: � '': _� " ,, ��,V,111) 11 I I �� -, - I 1, '' ",
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UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. � � ��: o )"o, "''l, " �
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7. IT SHALL BE THE RESPONSIBIL17Y OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR "I'll", 1:0:NIII�A':1�2V ''I, I ' � : I I I I
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8. THE CON7RACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES I I � I I'' i I I .... .. , , � , � I I � � i'�,:� � � ..... . , , U ," 16 1 , '11'11,1,'�11 , � , � "", _
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10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A , , .n , �1��:,) , , �� ! �� /, -�,, -, ", , � ,�,,,' I , I I I W " I I ,,�,D --
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11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERA41NED FROM AVAILABLE INFORMARON, HOWEVER, .- i I 1 �, �� ''I I 1� i, '"', �'n " I �, � � ,, ": 1 I I I I . -
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IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE. IN THE FIELD, THE TRUE 1, _1� � 11 -1 , lif'" `\2 "`,� `'� - ,Irl � 1 I ,�
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LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO " HUR '� I 1 1 11,� ,, UfP I 1,1 I � , I" p r__i�_, �',' `,� ' ,',�,,,�\"��',',, I 1 "'71 , � 1 I 1\1 \ , , , � , , I ,� 11\1 ", I I 1, " 1:1 SLOPE OR FLATTER
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AVOID DA114AGE THERE70. THE CONTRACTOR SHALL CONTRACT UNDERGROUND SERVICE ALERT AT � ... . . .. ! (-0p,�';'-'L"7 ` . ........ .. ,q� " , , � I I",
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12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT � ,,4 I " I i, i � '' " �, , I , �� ", ,,� , I ... .. .. I U I I [ 1�, � I """ 1�,
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NOT LIA41TED TO GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, ���i��, , ,��, , � I" ,� , , , , _____1 /// -�// I
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DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS, ALL �1� �,,, I , �, "I 11 �F-ftwi ",''I',"", 11�,�,�, 111�\, � '111111 -11'"', , '' \ ..... ",:,, I I ''I", I" I 11 1 6" MAX. SIZE
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UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR 'I', . .. 1'1�', ,: � , , i,, / ... _ ,�,, , I � �u',',,, "I'�,",\1": I " , , " - , I /I I 1, , SELECTED TRENCH SIDE
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-IRE HYDRANT OR WATER MAIN VALVES WITHOUT ; ,,,,, ,,5� ,
IJ� 7`HE CONTRACTOR SHALL NOT OPERATE ANY F � I i'll"', �� �'11 '_'�', "'t", i�r� "'-,",,'7 ::_11-11 �, I
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15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE � , � , � I "I'll I I I I I . ..... �,,,,,�`,,�',,` 1'1'��, `- - Z� ��,�,� , I I - - :'11� ==Ill
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CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES FHE CONTRACTOR SHALL BE I '' , , ''" , , - _j
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16. THE CONFRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH � 11 "/", ,��ip��i� I 1 'I'll " , -1 I I 111/11111'1`�"`111`1111 I'll '' � '',
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UARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. I 11 ", p�� " I I I :,"', 11 I
GRANULAR BEDDING FROM SELECTED
17. REA40VAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, INDEX MA P TRENCH SIDE MATERIAL FOR PIPE
A40NUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED 10' OR GREATER IN DEPTH USE
LAND SURVEYOR. SURVEY A40NUMENTS THAT WILL BE DESTROYED As A RESULT OF THIS CONS7RUCTION SCALE- � I " = 80' 1/2- CRUSHED STONE BEDDING,
SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO
CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESrABLISHED FOR LATER REPLACEMENT OF THE
MONUMENT TRENCH DETAIL
I& THE CONrRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A NOTTO SCALE
MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR CITY OF FONTANA UTILITY NO TIFICA TION LIST PRIVATE ENGINEER'S NOTICE LO -CONTRACTORS NOTES:
RESIDENTS AND EMERGENCY VEHICLES. 1. TRENCH WIDTH SHALL BE CONTROLLED 4. COMPACTION SHALL BE 90% IN ALL
CITY OF FONTANA PACIFIC BELL CO. TO TOP OF PIPE ZONE. ZONES UNLESS OTHERWISE SPECIFIED.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING A7TIV. BRIAN WREN ATTV: NORMA GUILLOT THE EXIS TENCE A NO L OCA TION OF A N Y UNDERCROUND U TIL I TIES OR S TRUC 77JRES 2. TRENCH DEPTHS OF GREATER THAN 5' TRENCH STABILITY SHALL CONFORM
ADEQUATE WATERING, AT ALL TIMES. 8J53 SIERRA AVENUE 1265 N. VAN BUREN STREET SHOWN ON 7HESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, SHALL HAVE ADEQUATE SHORING. TO CAL -OSHA REQUIREMENTS.
FONTANA, CA 92,5J5 SUITE 180 FO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT 3. CLASS 11 AGG.BASE ALL TRENCHES 11
20. THE CON7RACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO, BE (909) J50-6632 ANAHEIM, CA 9-9807 7HOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE LESS THAN 100' IN LENGTH.
DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING (714) 666-5401 PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL, SO, CALIFORNIA GAS COMPANY COMCASr (CABLE TV) SIBILITY FOR THE U77LITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
ATTY. GREG GASPAR A7TN. JACK HAYES 1205 SHOWN ON THESE DRAWINGS
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 16231 VALLEY BLVD. DUPONT AVENUE ONTARIO, CA, 91761 CONSTRUCTION NQTES TITIES
FONTANA, CA. 92JJ5 (.909) 390-47JB THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI- _Q���
22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION, FAILURE TO OBTAIN THE (909) 428-8411 BILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONST?UCTION (�>-INSTALL 18" (457mm) RCP, D -LOAD PER PROFILE - - - - - - - - - - - - 24, 0 L. F
REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNRL THE EMERGENCIES.� (800) 427-2200 OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT
VERIZON THIS SHALL APPLY CON77NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; (Z�- INSTALL JO" (762mm) RCP, D -LOAD PER PROFILE - - - - - - - - -- - - - JO. 0 L. F
SPECIFIED DENSITY IS OBTAINED, SO. CALIFORNIA EDISON COMPANY A7TN. STEVE HOCK AND THAT THE CONTRACrOR SHALL DEFEND, INDEMNIF)", AND HOLD THE OWNER
795t REDWOOD AVE. 1400 E. PHILLIPS BLVD. AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, @- CONST JUNCTION STRUC TURE PER APWA SID. PLAN ,3,31-2, SEE SHT 3 - - - - I EA.
2J. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERA41NING STREET FONTANA, CA. 92JJ5 POMONA, CA. 91766 IN CONNECRON WIN THE PERFORMANCE OF ITORK ON 7HIS PROJECT, EXCEP77NG
IMPROVEMENTS UPON INSPECTION OF FHE S17E, THE CITY ENGINEER MAY REQUIRE TEMPORARY (909) 820-5598 - UNDERGROUND (909) 469-6327 FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE (�)- CONST CONC. COLLAR APWA SID. PLAN ,380-3, SEE SHT 3 - - - - - - - - J EA.
NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. (PO9) 875-5100 - TRANSMISSIONS ENGINEER, LARGER SIZE PIPE SHALL GOVERN SIZE AND DIMENSIONS OF COLLAR.
(�13) 637-1233 - PIPELINES FONTANA WATER COMPANY (D -INSTALL BROOK PRODUCT CB,36,36, SEE SHT ,1 - - - - - - - - - - - - - I EA.
24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH (909) J57-62JJ - DISTRIBURON A7TN. MICHAEL J McGRAW CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
EXISTING CONCRETE. 8440 NUEVO AVENUE ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK (D -CONST JUNCRON STRUCTURE PER APWA SID. JJ2-1, SEE SHT J - - - - - - - I EA, I
CRAWFORD CANYON MUTUAL WATER CO. FONTANA, CA 92JJ5 (909) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NORFY THE ENGINEER OF ANY (D -INSTALL 24" (610mm) RCP, D -LOAD PER PROFILE - - - - - - - - - - - - J,10 L.F
25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE ARM, BASIL J. FABR17-10 822-2201 FAX: (909) DISCREPANCIES. �����ACCEPTANCE,,QE_i��
CITY ENGINEER. (909) 463-9580 823-5046 (�)- INSTALL DOUBLE BRICK & MORTAR PLUG PER PIPE CLOSURE DETAIL, SHT, 3- - - I EA.
WEST SAN BERNARDINO WATER 00. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS.
UNDERGROUND SERVICE ALERT ATTIV.- LON TSAI
26. PRIOR' TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION (800) 422-4133 855 W. BASELINE ROAD
AND LOCATION OF CONNECTIONS, CITY APPROVAL OF CONNECTIONS FO EXISTING FACILITIES DOES NOT RIALTO, CA 92377
IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS,
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27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE ��,
CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY LAND OWNWDEVELOPER.- LEGEND.- 0
28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, LEWIS RETAIL CENTERS , C. B, CATCH BASIN �:
INSPECTED AND APPROVED. 1156 N. MOUNTAIN AVENUE C. L. CEN TERLINE . cz
F S. FINISH SURFA CE -_
UPLAND, CA 91786 1 3 G.B. GRADE BREA K P_
29� ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OR P. O� BOX 670 VA INV. IN VER T � C.)
STREETS. UPLAND, CA 91785 * * RIW RIGHT OF MIAY-------
9%
CONTACT- BRIAN GARCIA U71 1, 0__Q__S*_ _4? Wa -A � E
30, APPROVED SOILS STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT ", I C=*: � � ______________,_______ ll,
PHONE.- (909) 949-67,79 ?�- .2- 99c993 ,P, ,To�,6 BENCH MARK. No. 615 BASIS Or BEARINGS� ()
FA 0 IeK ", ,�� d� -4,4
,
X.- (909) 949-67JJ v �0 'Al - THE BEARING OF N89'30'06"E ALONG
"ES SHALL BE RAISED TO FINISHED GRADE ,tr, �
J1. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOA E-MAIL: BRIAN.GARCIA@LEWISOP.COM I 1 1 RAILROAD SPIKE AT INTERSECTION V)
BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. I I'll, ''I ''I /190-4 I % OF CITRUS AVE. AND LOS CEDROS THE No. LINE OF SEC. 30, T.1N.,R.5W.,
2� AVE., IN POWER POLE NO. 90", E7 S.B.M. PER R.S. 58/5, WAS USED AS �
sg� ON THE EAST SIDE OF CITRUS'�VE. THE BASIS OF BEARINGS FOR THIS
J2. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, ELEVA 770N. A PLAN. 1�
_____L467,59 11�
BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE C17Y = ....W�. � mm!wmftftm� i 1: I;;:!;; M m. i:� %--
AFF REV REWSION DESCRIP77ON DATE 7 �GRCITY DA TE I
TR IC ENGINEER. : EN SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA (X)
-, - 'T_
JJ. AS-BULIT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF 0) y", t4l 51 1 PREPARED IN THE OFFICE OF �
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF <�11?_- c MADOLE AND ASSOCIATES, INC. S TORY DRA IN IMPRO VEMEN T PLA NS - (O
11 _� e-2113 == e I 0 -� _bR_AWV BY- SCALE. (N
J4. MINIA41JM D -LOAD FOR ALL RCP IS IJ50, Vm APPROVAL SHOWN HEREON AND CARRIED FORTH IN A W .�_ 760-A S. ROCHESTER A VENUE PARCEL MAP NO. 16712 It--
- - ry 0 >::0 JV AS SHOWN
DIAL TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY REOUIRE * C�_ t') * ONTARIO, CA 91761
J5. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE MUST - .- _ HOME (9091 9,97-9151 DESIGNED 8 Y� DA 7E- .
BE INCREASED TO PROVIDE A MINIMUM OF 1- 112 INCHES OVER THE REINFORCING BEFORE I ,p Exp. 6-30-08 *�Z_ _-, ____'I v t, RRN �_ ---- -111-_> � E SHEET M/I Y 2005 Z�l
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YOU DIG YOU DIG REVISIONS TO THE PLANS TO BRING THEM INTO ) // I 1�1"_In CHECKED BY*z,L".,"� �VED .-I - DRA WNG �
WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN I , 11 �, - A0 I , �,"�4 t,a I i" ate :643- " '.�,-� A1O` 1
1-800-227-2600 11( , ��
TOLL FREE , ,,'
STRENGTH IN THESE REACHES SHALL BE FC=5000 PSI FOR VELOCITIES EXCEEDING ^A I 0 "/4 �,
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. RCE C66;,�,�g EXP. 6-30-08 RRN -1 _____
20 FEET PER SECOND AND FC=6000 PSI FOR VELOCITIES EXCEEDING JO FEET PER SECOND. 11 ;: I I ,, � , [ , I ....m..w� ... 00 , �, I I TY ENGINEER R. C. E. 51152 DATE 4103 j ,q�
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