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GENERAL NOTES
TRACT NO. 16175 CITY 0 F F•Pkf TA MA ,
1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE
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CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN \� \ v STORM DRAIN PRO VE E/Y T PUNS
BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS V � ` 6 7 8 9 10 OTHERWISE NOTED. \ TRACTS 16541, 16541-1
N TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE \\'
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2 WHEN A TECHNICAL CONFLICT IS FOUND 2 12 16541-2, 16541-3 r
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RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL \ TRACT NO. 16541 _, o
IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. f.=-- -=tel -�_'_= /4 N
1 : PAR D CREEK LANE - 13 [ .
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3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. ,o\ T-, T :AD: . ,--� v� 'Q Q
4 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR ..„\\
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TO IMPLEMENTING DETOURS. I
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23 ) r I I 1,. .= TRACT BNDRY. yW5 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT I 1DEPARTMENT, ENG/NEER/NG D/V/S/ON PR/OR TO THE START OF ANY WORK. INSPECT/ON COORD/NATION SHALL <�" r sI 20 19 18 17 16 I I16 y;BE REQUESTED AT LEAST TWO WORK/NG DAYS PR/OR TO THE START OF ANY WORK /N PUBLIC VE ��111
I • s " �l SUr�Il�1/T �4�-� i II 1 115RIGHT-OF-WAY WITH/N THE CITY LIMITS. CALL (909) 350-7610. "" � iiNDRY._ `�i - + I 21 20 19 18 17 I i — _6 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLIC/ES, METHODS AND PROCEDURES 1 ) II ` If4otir
AUGUSTA �R�DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON METRIC EDITION 44
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UNLESS OTHERW/SE DIRECTED BY THE CITY TRAFFIC ENG/NEER. QI , . IRA T 0. X65 31 ti I Li al.��J L�lci1 I
2 k J7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MA/NTA/N BARRICADES, DELINEATORS OR OTHER t- 1 `-g 1\ -wlr�!�Rc vD c IE. -- 12 Q ,� AVE LAITRAFF/C CONTROL DEV/CES AT ALL T/MES. ` \��_ 1JW i CURT/S1 3 -- III U___ ti8 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVAT/ON OR TRENCH WORK FOR TRENCHES 5 �... . . ' I �,�1 _ �-=-- �7 € t� >,. ,,,,. -4 le
FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STATE DIVIS/ON OF INDUSTR/AL SAFETY I,i,, jl — �1yTRACT 11 BNDR iocizolccotti„
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9 THE WALLS BY SHOR/NG N�OPING OF THE GROUND FACES OF ALL /ORSOTHERTER THAN APPROVED/MEANS PURSUANT TOHTHEALL REQUIREMENTS OF0 �E GUARDED Il " ,I� j11Q /ERRS L I t#43
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THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET 5 7 8 9 f 0 I I !�
SHALLALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 0,41_ TR CTB DRY. I 12
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1 ii) WaL� IPMI�� �a rr� AND AVE
10 NO MATERIAL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A iIIIIIIIIN �� - Q r i r
SEPARATE PERMIT FOR THAT PURPOSE. j 4 5 7 8 9 0 ; ,
11
11 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT I 14 I
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SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND �' 3 1.111_,T:_ 0• 65 2u,ELEI/ATION OF ANY EX/STING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. 171 ;:,
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24 RCP
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THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS
-- w 1 MAP BEFORE EXCAVATION. 2 / - LADY_BIRD J V t __ I VICINITY Ai'I 1612 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT 1 _ r --- . , j 1 SCALE: 1" = 2000'
23LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE /RR/GAT/ON, DOMEST/C � ��srQg�. 1 � ' 1 °i-� ` €� 1 17
WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CAL TRANS. ALL UTILITY COMPANIES _ ' , . _ ��D 11`
SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. %B` r ._: I I tI` #
f ,_'f/I o �-� �� u., IIIIt� „��� �s ,m CONSTRUCTION NOTES QUANTITIES
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13 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE Ff' 1 %� 1 18"RCP r'
AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR 1 \, - ›4'
20 1' ' i f9 - 1 INSTALL 36" RCP, D-LOAD PER PROFILE 177 LF
VALVE OPERATION AND WATER REQUIREMENTS. \;,.. - ›4 ! / '4 • 5 TRACT BNDR 24"
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/'Y ' ` 0 INSTALL RCP, D-LOAD PER PROFILE 542 LF
y 20
14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. �� , I
2 �rI 2611141 I .i .�,
' 1+11/ 1 I ,ii 0 INSTALL 18" RCP, D-LOAD PER PROFILE 19 LF
15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR f�` �,..`_ � I II`h,I I 19
J - t I I I I LINE A
TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE , l 3 4 `- -\ 25 24 1 ;I i 24" RCP 4 CONSTRUCT MANHOLE PER A.P.W.A. STD. 321-1 2 EA
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. _ A �, 18
�-� ����" � . ,� Cqr :1 __Ln � 5 CONSTRUCT MANHOLE PER A.P.W.A. STD. 321-1 � 1 EA
16 THE CONTRACTOR SHALL NOT DISTURB EX/STING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS \� � �p \ ��• b v 4 , I 17
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. O 4 . {�i 44)�,p'4 \ I (MODIFIED WITHOUT SHAFT)
"_ S/ rQ 4 , \'` .-' ';�I .:,.I< 1 f 6 O CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD. 380-3 1 EA
17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT F 5 G�
TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. .� 'q �`! ` 1:1 SLOPE ADEQUATE SHORING O7 REMOVE EXISTING PIPE CLOSURE & JOIN 1 EA
THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO 7 S , �� '���
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MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. / ��' \''
_ COMPACTED
'� � 8 �`�► � V 15 Cly 909
NATIVE BACKFILL ,.
` ‘ 9 6;p = 3 MAX. SIZE
GI. 4 \ m GRANULAR BEDDING FROM '
18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A 10 \ �'O " m .<< 4 `` NOTES:
MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS 11 °# .,9,,.7. .q \ SELECTED TRENCH SIDE i s "e� TRENCH WIDTH SHALL BE CONTROLLED
AND EMERGENCY VEHICLES. \ �/ 12 0;O''' \ 14 MATERIAL (1' MAX. SIZE). ``,.'r;,4 � i_,, TO TOP OF PIPE ZONE.
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`�� i 45 ` :,.'>" / r 2. TRENCH DEPTHS OF GREATER THAN 5
19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING \' w, 13 \\\ I}` 3. CLASS I�AGG.B�S�UALL TRENCHES
£ 6" M/N. I' .,', LESS THAN 100' IN LENGTH.
ADEQUATE WATERING, AT ALL TIMES. /0ivyr '
20 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATER/AL MUD, SILT OR DEBRIS TO BE DEPOSITED -� " , ' .Q '` 0� �,r �, N '; 3 s 8" MAX. ,e
Z
ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT
PRIOR WRITTEN APPROVAL. INDEX MAP �' f NOTE:
. fj i, COMPACTION SHALL BE 90% IN ALL
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� m ZONES UNLESS OTHERW/SE SPEC/F/ED.
rvy —,21 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PR/OR APPROVAL OF THE CITY INSPECTOR. SCALE. 1" = 100' v Z 3 TRENCH STABILITY SHALL CONFORM
� TO CAL-OSHA REQUIREMENTS.
22 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACT/ON. FAILURE TO OBTAIN THE REQUIRED ,f� ;` -�,,I r",/.:\-2
f,s;,, m
SCALE IN FEET - � � '
DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS \ , . 1.............g
OBTAINED. 0 100 200 300 400 , �i���� 4.
<,/',/,`,<,/ 0.6D , g 7 '-
23 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET STORM DRAIN PIPE -1 ,
IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY =' GRANULAR BEDDING FROM SELECTED
NON—ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. TRENCH SIDE MATERIAL FOR PIPE
10' OR GREATER /N DEPTH USE
24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
CITY OF FONTANA UTILITY NOTIFICATION LIST 1/2 CRUSHED STONE BEDDING.
CONCRETE. CITY OF FONTANA PACIFIC BELL CO. RCP TRENCH DETAIL
ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER
25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY 8353 SIERRA AVENUE 3939 E.CORONADO STREET NOT TO SCALE
ENGINEER. FONTANA, CA 92335 ANAHEIM, CA 92807
LEGEND
(909) 350-6632 (714) 666-5467
26 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND PRI VA TE ENGINEER'S NOTICE TO CONTRA C TORS
LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV)
CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS ATTN: GREG GASPAR ATTN: JACK HAYES A.C. ASPHALT/C CONCRETE P.C.C. PORTLAND CEMENT CONCRETE
16231 VALLEY BLVD. 1205 DUPONT AVENUE B.C. BEGIN CURVE (R) RIDGE LINE
FONTANA, CA. 92335 ONTARIO, CA. 91761 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES B.V.C. BEG. VERTICAL CURVE
27 /F EX/ST/NG UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; 1,/ , .—.., B.W. BACK SIDEWALK R/W RIGHT OF WAY
(909) 428-8411 (909) 390-4738 TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXIST/NG UTILITIES EXCEPT' --; �� C.B. CATCH BASIN TAN. TANGENT
CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. EMERGENCIES: (800) 427-2200
GENERAL TELEPHONE COMPANY THOSE SHOWN ON THESE PLANS. THE CONTRACTOR /S REQUIRED TO TAKE DUE _ „ `" l�F��1... . C.L. CENTERLINE T.C. TOP OF CURB
S0. CALIFORNIAED/SON COMPANY ATTN: STEVE HOCK PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE `. 1...., ..-
—, ._.- ,- . ,x k •= ' , o , „• -. p �� E.C. END CURVE W WIDTH
28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, � _
7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. n E.P. EDGE PAVEMENT V VERT/CAL DEPTH
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON— � �' �•' �
INSPECTED AND APPROVED. SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT �� ` `� E.G. EDGE GRADE
FONTANA, CA. 92335 ONTARIO, CA. 91766 ,>;E �� F1,C: ,, D',Vr ‘� �v ,F4r���F OL.c r«1-1 1,Ir .IQ ? No 3, , ] (590.77) INDICATES EX/STING ELEVATION
(909) 820-5598 — UNDERGROUND (800) 422-4133 SHOWN ON THESE DRAWINGS.
I'4'31',0'1 T}- c�S;� orloic:ac',=Ctv,+ 4C I'I+:3 I. E.V.C. END VERTICAL CURVE
29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS590.77 INDICATES PROPOSED ELEVATION
(909) 875-5100 — TRANSMISSIONS �`v=?t:ye�3,;�3 Y+�T�- ��?.Ts�r �w�i;4�r � ,r��I t.fi,'1-�-;;, �-y;. ��� i—. t /,, F.L. FLOW LINE
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS— F..;`-;rs�;` '-'. F:' pt'�Y i'r?"°� ,E,%d v r -'4r:;r* +,,:"nH / / F.S. FINISH SURFACE
213 637-1233 — PIPELINES FONTANA WATER COMPANY '
( ) lBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION ak,,° . •�~ce'-°^''rx- 1' TO ^ r, A r1C �� `- INDICATES SLOPE > 4 : 1
30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT (909) 357-6233 - DISTRIBUTION ATTN. MICHAEL J. McGRAW � � -0r -• •- r� � *so G.B. GRADE BREAK
t_c, t
8440 OJECT;
ING
7Y OF ALL PERSONS AND
TY; THAT A
THIS SHALL APPLY NTI�UOUSLYEAND NOT BE LIMITED TO NORMALRWORK/NG HOURS - �+ r Ti4 L 4� k H.P. HIGH POINT AC PAVEMENT
(800) 422-4133 FONTANA CA 92335E OF T THATHIS CONTRACTOR SHALL DEFEND INDEMNIFY, AND HOLD THE OWNER , --- -- — — --- r r .�=
INV. INVERT
31 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RA/SED TO FINISHED GRADE BY / ! /// REMOVAL
THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. ATN:CRAWBRD CANYON MUTUAL WATER CO. (909) (909) 2 3 AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, �1 d O.C. ON CURVE ���j�j�j GRIND
ATTN: BILL VANDERKIEFT, JR. FAX: 823-5046 . ..
(619) 868-6040 IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING BENCH MARK: BASIS OF BEARINGS: d-
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE No. 615
32 UPON COMPLETION OF CONSTRUCT/ON, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, ' THE BEARING OF Noo'1 s'44"W ALONG THE to
AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. UNDERGROUND SERVICE ALERT ENGINEER. RAILROAD SPIKE AT INTERSECTION CENTERLINE OF CITRUS AVE., AS SHOWN
(800) 227-2600 OF CITRUS AVE. AND LOS CECROS ON MAP OF TR. 15908, FILED IN BOOK
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT AVE., IN POWER POLE NO. 9011E 271, PAGES 34 THROUGH 39, INCLUSIVE,
33 AS-BUILT DRAW/NGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENG/NEER OF RECORD, WHO SHALL ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. ON THE EAST SIDE OF CITRUS AVE. OF MAPS, RECORDS OF SAN BERNARDINO O
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. ELEVATION: 146Z59 COUNTY. Z
34 MINIMUM D—LOAD FOR STORM DRAIN PIPE /S 1350. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
Q O SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA 0
Dwz aQR I�� PREPARED IN THE OFF/CE OF /� /�
NOT COF MENCE WITHIN TWO YEARS OF THE DATE OF
.0.. -c CN S s Fti MADOLE AND ASSOC/AYES, INC. S TOR DRAINIMPROVEMENT PLANS
r APPROVAL SHOWN HEREON AND CARRIED FORTH IN A �� `��m DRAWN BK SCALE: N
I� I w .T No. 62183 rn 10601 CHURCH STREET , STE. 107 DJ TRACT NOS. 16,541, 16541-1 AS SHOWN
73 RANCHO CUCAMONGA CA 91730 16541-2 &716_, 541--3 00
DIAL TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE {r Exp: 9-30-05 * PHONE (909) 948-1311 DESIGNED BY: DATE.
BEFORE ►; �� DAYS BEFORE sj, ,Q CFB ) TI LE 'H SEPT 2003
YOU DIG W YOU DIG REVISIONS TO THE PLANS TO BRING THEM INTO -iT 'cIv��- 4� 1 / co
TOLL FREE 1-800-227-2600 FOFCAL\F� Date 2 •/l•o� CHECKED B . APPROVE =Y-- / 4' % DRAWING N0. '
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CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT. RCE 6 183 EXP. 9-30-05 i' - �( LIDoo
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT / RECORD DITAW/NG lii )2 /(.49t I CIT NGINEER R.C.E. 51152 DATE 35 8 s/ ,II
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