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GENERAL- NOTES: r
CONSTRUCTION NOTES: QUANTITIES
1. CITY OF FONTANA. GENERAL NOTES FOR STREET -PLANS. 33. CITY OF FONTANA UTILITY NOTIFICATION LIST
2. ALL WORK SHALL, BE IN ACCORDANCE -WITH THESE PLANS AND STANDARD CITY OF FONTANA PACIFIC BELL CO.-CONSTRUCTG,5AC PAVEMENT (MI) OVER 12" OF 95% COMPACTED AGGIT�G.
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) . ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 1,3140(o140(o AF
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" 8353 SIERRA AVENUE 3939 E . CORONADO STREET AS,e (SEE GENERAL NOTESN.N. & 31). _ _ _ - - _ _ _ _ _ _-_ _ __--__ SEE SHEET 3
3. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA FONTANA, CA 92335 ANAHEIM, CA 92807 1145(o L.f
ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY (909) 350-6632 (714) 666-5467Z�-CONSTRUCT 8" CF CURB & GUTTER PER CITY STD. DWG. NO.
LIMITS. ALL INSPECTIONS SHALL BE REQUESTED AT LEAST 24 HOURS 2 59G L.f.
PRIOR TO THE START OF ANY WORK (909) 350-Coro32. SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) 3a -CONSTRUCT 8" CF CURB ONLY PER CITY STD. DWG. NO. 101.
ATTN: GREG GASPAR ATTN: JACK HAYES S.P.
4. THE CONTRACTOR SHALL NOTOPERATE ANY MAINLINE WATER VALVE. - 16231 VALLEY BLVD. 1205 DUPONT AVENUE 4o- REMOVE EXIST. A.C. PAVEMENT.-_ _ - _ - - _ -- _ _ _ _ - - - _ _ _ - _ _ 109,991
•- FONTANA, CA. 92335 ONTARIO, CA. 91761
5. CURVE DATA REFERS "TO THE FACE OF CURB . (909) 428-8411 (909) 390-4738 O- INSTALL STREET LIGHT, 22,000 LUMEN 4
. " EMERGENCIES: (800) 427-2200 - - - - - - - - - - - - --- --
6. STATIONING REFERS -TO THE, CENTERLINES OF STREETS EXCEPT WHERE GENERAL TELEPHONE COMPANY CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A.-__--- - -- -- 3 EA,
OTHERWISE NOTED. SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK
7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. 0
7. CONTRACTOR IS TO INSTALL PAVEMENT MARKINGS AND STRIPING AS FONTANA. CA. 92335 ONTARIO, CA. 91766 o- CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 105A, "W" =8'. - _ - _ _ _ - 10/ 556 5.f.
REQUIRED BY THE CITY T/TAffIC ENG/NEER, (909) 820-5598 - UNDERGROUND (800) 422-4133
(909) 875-5100 - TRANSMISSIONS 8o- CONSTRUCT VAR. THICKNESS A.C. OVERLAY, at'gid. - _ _ -- _ __ __ - __ - _ 10,635 5.t
B. ALL UNDERGROUND WORK SHALL'BE COMPLETED PRIOR TO PAVING OF (213) 637-1233 - PIPELINES FONTANA WATER COMPANY
STREETS. - (909) 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW 9(� -ROTATE ECCENTRIC SHAFT OF EXISTING MANHOLE TO AVOID MEDIAN CURB. _ __ -_ 0 EA.
(800) 422-4133 8440 NUEVO AVENUE U /N5TA44 SrErs .QS AleCE55ARY PER F/ELO /•t/STECT/O�t/
9. ..LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM FONTANA, CA 92335 10 REMOVE EXISTING POWER POLES BY OTHERS. - - _ _ - - - - - _ --- --- 9. 64 -
AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201
OF THE CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION ATTN: BILL VANDERKIEFT, JR. FAX: (909) 823-5046 ¢ EA
IN THE FIELD OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER (619) 868-6040 11 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109.
PRECAUTIONSITO AVOID INJURY OR DAMAGE -THERETO. CONTRACTOR SHALL
CONTACT UNDERGROUND SERVICE ALE -9T FOR UTILITY LOCATION BEFORE UNDERGROUND SERVICE ALERT 12 CONSTRUCT. P.C.C. CROSS GUTTER PER CITY STD. NO. 105 (W=8) MODIFIED WITH
EXCAVATION ATA1-800-422-4133.(800) 422-4133
. #4 BAR REINFORCING 12" O.C. BOTH DIRECTIONS IN CROSS GUTTER ONLY.
10. ALL- MANHOLE- AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 13 CONSTRUCT. 8"A.C. BERM PER CirY STD. DWG, N0. 136. --_---- 20 L.F SEE SHEET 2
6 INCHES BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE - -
RAISED TO GRADE BY PAVING CONTRACTOR UPON_COMPLETION OF PAVING.
14 CONSTRUCT 4" A.C. PAVEMENT OVER COMPACTED NATIVE MATERIAL_---- -_ 3,76J 5.f.
11. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6 INCHES BELOW 460 6f
FINISHED GRADE' BY • WATER CONTRACTOR: AND SHALL BE RAISED TO GRADE 15 CONSTRUCT 3.5�Ae-PAVEMENT OVER COMPACTED NATIVE MATERIAL. - - - --
BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
12. REFER TO CITY OF FONTANA UNDERGROUND UTILITY{ LOCATION STANDARD 16 /A/STACG 21Z-x34'Axei1 CO,CX.11aATB/7 5r --EL 220 1. F,
DETAIL 129. I7 mm -TALL TEMPORARY WOOD POLE W/9TQE'ET LIGHT, ZZ,000 LLIMEAI _ _ _ - I EA.
-CROSSING PIPE MALI 1 DIAMETER OF MP[ -ql
13. THE CONTRACTOR (S) SHALL - COORDINATE CONSTRUCTION WITH ALL UTILITIES - /B 1N5TALL TEMPORARY WOOD ROLE W/STREETLIGIfT, 9,5L1� LUMEN _ 1 EA.
AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED T0, GAS,
-X- (SEE NOTE 3) CONCRETE BLANKET
TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING.-` - , • CONCRETE)
OPTIONAL SIDE CONCRETE)
LANDSCAPING IRRIGATION,. DOMESTIS WATER, RECLAIMED WATER, SEWER, oFBLANKET (TYR) ��
STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. q ;
2
14. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE'
a`T'P'
ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY -D.it FORD)W
UNDISTURBED EARTH (TYR) - d MIN. - 3/40. FOR DS 13• 5' VA ZG # ✓AM 5, EX. Git'Oc%ud
ENGINEER.
(TYRI 1
OUTSIDE OF PIPE BELL '
EXISTING PIPE _ - - 1 /7'- /9't 7=9_ 1 __
15. T-YrE, 1 0 C4TION .P49 WTB T -0-I� V E -W AiAPRONS -SH.LI -SE CONCRETE BLANKET - -
-
IDETERMINED AT THC' TIME OF f ONSTRUG l' -
o�,�,,,,=„moo .., THE'TIME oo,.�,.,00T�9N AN -0 SIIAL6 69NFBf{P� WITH
HE G T T v GF FGNT A N A ST A AIT1 A RD DETAILS -
ICT A T 1 C NIA_ /1 (FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE) EX 6'QO� tlj 2'
ry/F1 SAWCI� �t
NOTES:
16. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE 1. CONCRETEBIANKETISREQUIREDWHENTHECLEARANCEBETWEENTHETOPOFTHEEXISTINGPIPEANDTHEBOTTOMOFTHE
SPECIFICATIONS AND WHERE THERE IS OR MAY BE A CONFLICT SHALL CROSSING PIPE IS LESS THAN 18'.
2. YIN
-D/6(6• MIN.) WHERE THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS Z:/ •
IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE LESS THAN -r, THE CONCRETE SHALL BE PLACED BETWEEN THE PIPES AND AROUND THE SIDES OF THE CROSSING PIPE LIP TO _
OWNER'S REPRESENTATIVE.: A LEVEL EQUAL TO -r ABOVE THE EXISTING PIPE, OR AS REQUIRED BY NOTE 3 BELOW, WHICHEVER IS HIGHER.
3. 'X• -D/12. MINIMUM. TO PROVIDE BEDDING MATERIAL FOR THE CROSSING CONDUIT. WHEN •7P IS LESS THAN THIS MINIMUM, THE EX A. e. P4N
ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT WITH THE LOWER 90' OF THE CROSSING PPE.
17.' CITY APPROVED STCRILANT IS IPCQ/�IUIRED UNDER ALL A.C. PAVEMCA1r. 4. THE BLANKET SHALL EXTENT LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATKNI AT EACH END OF THE .NAX 4 8 I MAX.
`'t BLANKET. EXCEPT THAT THE BLANKET NEED NOT BE EXTENDED MORE THAN 4 FEET BEYOND THE TRENCH.
S. WHENEVER A PIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET. ALL DIMENSIONS SHALL REFER TO THE BELL
18. ALL EXPOSED CbNCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND
FINISH TO ALL ADJOINING .PURBS AND SIDEWALKS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
19. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL T DATIVE F BLANKET PROTECTION FOR PIPES 225.0
NDW TYPICAL SECTION _
HAVE BEEN PLACED, INSPECTED, AND APPROVED`.""
- USE WITH STANDARD SPECIFICATIONS FOR rueuc WORKS CONSTRUCTION SHEET 1 of 1 STA. 74 •F 5 6.8/ TO 7 7t 00, 00
20. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET
IN DEPTH SHALL BE EFFECTIVELY 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. /PAW
/P/,W
21. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR I
TRENCH WORK AS-DESCRIBED.,IN NOTE #20 ABOVE FROM CALIFORNIA STATE 13 2'
DIVISION OF ,INDUSTRIAL SAFETY. SEE"STANDARD SPECIFICATIONS FOR -7
L4A1D5CAPE
PUBLIC WORKS CONSTRUCTION, SECTION 306-1.1.6_. 66' GG' 5/DCWALK ZN
1 A,
E49EMENJ
15'
76' 74'
G4' 57' 10' 7'
12'141A1. 40' 1� . ¢' V.4 R/ES
W-75. 41'-Iro'
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LEVEL LINE
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STA. 55 t 3o. 00 To 5TA . 5 T t 60,m
5CAL a : 11041Z. 1 "- 20'
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THESE RECORD DRAWINGS HAVE BEEN PREPARED. IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE TYPICAL SECTIO N
RESPONSIBLE FOR ANY ERRORS OR Ctui13S10N3 WM}t'•ii � -
HAVE BEEN INCORPORATED WO THE DOCUMENTS At 5 U. G7f F6o. oo no S TA . 73141.94
A RESULT THEREOF:
` - cQOFESSIpy = SCALE = /10R/Z. l"= 20' _
VERT/C. I"= Z'
J
INDEX MAP
PLANS PREPARED FOR
12,E 54' 12'
22.
NO TRENCH BACKFILL SHALL' TAKEPLACE WITHOUT PRIOR APPROVAL OF THE
/0 3id'OULDDR
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CITY'S INSPECTOR.
12'11ON. I6' /o' /o' 44' 8' i
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23.
PROTECTIVE MEASURES •SHALL" BE TAKEN BY THE. CONTRACTOR SO AS NOT TO
N.T.9. Z5'¢RIM 3'M/N. I
CAUSE ANY MUD, SILT, OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR
I Awvl o c -,c vac/F-s '
ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR
LEVeL LAIC
REqu/R'DD IViJE/�G 6�tAOE
DEBRIS ON PUBLIC PROPERTY SHALL'BE.REMOVED IMMEDIATELY. DUST SHALL
fuTc1RG- - - I
BE CONTROLLED BY. WATERING DR OTHER APPROVED METHOD THROUGHOUT THE
cuma GUTTER � 2%
GRADING OPERATIONS.-
•
24.
_
..ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE
�usr. GROudD
CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN
7
N
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING HIS
L
BID. ANY ITEM OF WORK�REQUIRED BY THESE PLANS WHICH IS NOT
I
SPECIFICALLY LISTED.IN THE ESTIMATE OF QUANTITIES SHALL BE
SUMMIT
DESIGNED:
CONSIDERED AS INCLUDED IN THE -OTHER ITEMS OF WORK.
caval T�Mr. M.n.@et;w MaN 2
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S1VALE PGR 911r . 9
25.
ALL BACKFILL IS TO BE CERTIFIED BY THE SOILS ENGINEER.
�°��To�Ta/LTYPICAL SECTION
26.
ALL MATERIALS AND METHODS ARE TO BE SUBJECT TO THE APPROVAL OF
STA. 60f61.00 TO 6AA.6 7 t50.CO
Y
THE CITY ENGINEER. -
SCALC :'I/OR/Z. /"=20'
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52'3 TO �. GFIE22YAJE.
VERT/c.I"-2'
27.
ADEQUATE STAKES SHALL BE SET BY_THE ENGINEER TO ENABLE THE
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CONTRACTOR; TO DONSTRUCT WORK TO THE PLAN GRADES.
Q No !4814
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PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
28.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM
- VERT/G.
1 "= 5' _
UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE,
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES ENTERING OR
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
>
LEAVING IMPROVEMENTS. _ =
TQ THE BEST OF OUR`KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
P.O. BOX 670
t HIGHLAND
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
29.
ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR T0-
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
WORK AROUNDITHEIR FACILITIES. _
_ DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
30.
ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR.
SHOWN ON THESE DRAWINGS._
STRUCTURAL STREET.SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL
ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-
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APPROVAL UPON COMPLETION.OF ROUGH GRADING.
IBILITY FOR THE JOR SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION._ -
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OF THIS PROJECT; INCL-UDING SAFETY OF ALL PERSONS AND PROPERTY: THAT
31.
PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO
- _THIS SHALL APPLY -CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
T
REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS
AND•THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER '
TAKEN AFTER COMPLETION OF HOUGH GRADING.
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
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'
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
32.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
W
BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION
ENGINEER.. -
Y�t'i�Q.
WITHOUT PRIOR NOTIFICATION TO THE CIVIL'ENGINEER. REMOVAL AND
_
L=)
REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
SHEET NO.
LICENSED LAND SURVEYOR.: SURVEY MONUMENTS WHICH WILL BE DESTROYED
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
AS A RESULT,OF OF THIS CONSTRUCTION SHALL BE REPLACED. CONTRACTOR
ENGR's cI Y
SHALL NOTIFY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR
PROJECT
OF CALIF OQylti .
ONE WEEK PRIOR TO-CONSTRUCTIONSO THAT TIES TO MONUMENTS CAN BE
RECORD DRAWN
2570
FOR LATER REPLACEMENT OF SAID MONUMENTS BY SAID
_ _
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR
MAP
15'
76' 74'
G4' 57' 10' 7'
12'141A1. 40' 1� . ¢' V.4 R/ES
W-75. 41'-Iro'
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LEVEL LINE
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R/W I
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___
7
x 3WALE PAR 2
THESE RECORD DRAWINGS HAVE BEEN PREPARED. IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE TYPICAL SECTIO N
RESPONSIBLE FOR ANY ERRORS OR Ctui13S10N3 WM}t'•ii � -
HAVE BEEN INCORPORATED WO THE DOCUMENTS At 5 U. G7f F6o. oo no S TA . 73141.94
A RESULT THEREOF:
` - cQOFESSIpy = SCALE = /10R/Z. l"= 20' _
VERT/C. I"= Z'
J
INDEX MAP
I
4 B
PLANS PREPARED FOR
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J. MADOLE R.C.E.14814 DATE
P-7 CITY ENGINEER R.C.E. 25126
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PLANS PREPARED FOR
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PLANS PREPARED FOR
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BASIS OF BEARINGS FOR THIS PLAN
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SCALE:
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PREPARED IN THE OFFICE OF
LEWIS HOLIES OF CALIFORNIA
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2570
1
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CITY ENGINEER R.C.E. 25126
REVISIONS
APPROVAL DATE APPROVAL
DATE
J. MADOLE R.C.E.14814 DATE
P-7 CITY ENGINEER R.C.E. 25126
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