HomeMy WebLinkAbout3438-1GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE W/ TH THESE PLANS, THE CITY OF FONTANA
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONS7RUC77ON ("GREEN BOOK").
ALL REFERENCE SPEC/FICA TIONS AND STANDARDS SHALL BE THE LA TEST EDI TION
UNLESS OTHERWISE NOTED.
2. WHEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK; 7HE CONTRACTOR
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
J. ALL MA 7ER/ALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. CONSI7?UC77ON PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR
TO THE START OF ANY WORK.- INSPEC77ON COORDINATION SHALL BE REQUESTED
AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
RIGHT-OF-WAY WITHIN THE CITY LIMITS CALL (909) 350-7610.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST
NON-ME77?IC EDI77ON UNLESS - 0 THERWiSE DIRECTED BY - 7HE Cl TY 7RAFF/C ENGINEER. -
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CON7ROL AT ALL 77MES.-.
7. 774E CON IRA CTOR SHALL OBTAIN A PERMIT TO PERFORM EXCA VA77ON OR TRENCH WORK FOR
7RENCHES 5 FEET OR GREA7ER IN DEPTH FROM THE CALIFORNIA STA IF DIWS/ON OF
INDUSTRIAL SAFETY.
8. 774E WALLS AND FACES OF ALL EXCA VA77ONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE
GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO 774E
REQUIREMENTS OF 7HE DIVISION OF INDUS 7RIAL SAFETY OF THE STATE OF CALIFORNIA,
7RENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE P07EN77AL EXISTS
FOR GROUND MOVEMENT.
9. NO MA7ERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT
OB TAINING A SEPARA TE PERMIT FOR THA T PURPOSE.
10. THE LOCA TIONS OF U77LI77ES SHOWN HA VE BEEN DE7FRMINED FROM A VAILABLE INFORMA 770N.
HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CON7RACTOR TO DE7ERMINE, IN 774E
FIELD, .774E TRUE LOCA77ON AND ELEVATION OF. ANY EXIS77NG UTILITIES, AND TO EXERCISE .
PROPER PRECAU77ON TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND
SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCA VA 770N.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL U77LITY COMPANIES INCLUDING,
BUT NOT LIM17ED TO, GAS, 7ELEPHONE, ELECTRIC CABLE TELEVISION, LANDSCAPING, LANDSCAPE
IRRIG477ON, -DOMES77C WATER,- RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CON7ROL AND
CAL 7RANS ALL U77LITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS N077CE PRIOR TO
WORK AROUND THEIR FACILITIES.
12. THE CONTRACTOR SHALL NOT OPERA 7F ANY FIRE HYDRANT OR WA7ER MAIN VALVES WITHOUT
APPROPR/AIF AGENCY A U THORIZA 770N. CONTRACTOR SHALL COORDINAIF WTH 774E APPROPRIATE
WATER COMPANY FOR VALVE OPERA77ON AND WATER REQUIREMENTS
13. CURVE DA TA REFERS TO 7HE FACE OF CURB.
14. STA770N/NG REFERS TO 7HE CENTERLINE OF S7REEIS EXCEPT WHERE OTHERWISE NOTED.
15. ADEQUAIF CONS7RUC77ON CON7ROL STAKES SHALL BESET -BY THE ENGINEER TO ENABLE
THE CONTRACTOR TO CONSTRUCT 774E WORK TO 774E PLAN GRADES 774E CON7RACTOR SHALL
BE RESPONSIBLE FOR THE PRESERVA77ON OF BENCHMARKS AND CONSTRUC77ON CONTROL
STAKING DURING CONS7RUC77ON.
16. 774E CON7RACTOR SHALL NOT DISTURB EXIS77NG SURVEY MONUMENTS, MONUMENT 77ES
OR BENCH MARKS W/7HOUT PRIOR NO77RCA77ON TO THE CITY ENGINEER.
17. . REMOVAL AND REPLACEMENT OF EXIS77NG SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT 77ES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL
ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS 7HAT WILL BE DES7ROYED
AS A RESULT OF THIS CONS7RUC77ON SHALL BE REPLACED. 774E CONTRACTOR SHALL
NO77FY THE ENGINEER ONE WEEK PRIOR TO CONSTRUC77ON SO 7HAT 77ES TO MONUMENTS
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF 7HE MONUMENT.
18. THE CON7RACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES
AT ALL 77MES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 77MES IN THE
CONS7RUC77ON AREA -FOR RESIDENTS AND EMERGENCY VEHICLES.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFEC77VE MEANS OF DUST CON7ROL,
INCLUDING ADEQUATE WATERING, AT ALL TIMES
20. ALL GRADING OPERA77ONS SHALL BE DISCON77NUED WHEN SUSTAINED WIND VELOC177ES
EXCEED 25 MILES PER HOUR.
21. THE CON IRA CTOR SHALL NOT CAUSE ANY EXCA VA7ED MATERIAL, MUD, SILT OR DEBRIS TO BE
DEPOSITED ONTO PUBLIC OR PRIVATE PROPER TY-ADJACEN I- TO 774E RIGH T=OF- WAY DURING
CONSTRUCT/ON WITHOUT PRIOR WRI T7EN APPROVAL.
22. NO 7RENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF 7HE CITY INSPECTOR,
23. A GE07ECHNICAL ENGINEER SHALL CER77FY ALL BACKFILL COMPACTION FAILURE
TO OBTAIN 774E REQUIRED DENSITY SHALL REQUIRE REWORKING OF THAT POR77ON OF THE
WORK UN77L THE SPECIFIED DENSITY IS OBTAINED.
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING
S7REET IMPROVEMENTS. UPON INSPECTION OF 774E SITE, THE CITY ENGINEER MAY REQUIRE
7EMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS
25. 174E FINAL LOCA77ON AND W/D774 OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE
77ME OF COIVSIRUC77ON AND SHALL CONFORM -TO 7HE CITY OF FONTANA STANDARD DETAILS -
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH
EX/5`77NG CONCRETE:
27. THE SEWER CON7RACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT 7HE
LOCATION OF THE -SEWER LATERAL.
28. NO CONCRETE SHALL BE PLACED UNTIL 774E FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
29. ALL UNDERGROUND U77LI77ES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO
PAVING OF S7REET5
30. APPROVED SOIL STER/LANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO
PLACEMENT.
31. PAVEMENT STRUCTURAL . SEC77ONS SHOWN ARE MINIMUM AND SUBJECT TO REMSION
AND APPROVAL OF 774E CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER
COMPLE77ON OF ROUGH GRADING.
32 ACTUAL THICKNESS OF A. C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR S7RUCTURAL
S7REET SEC770AIS SHALL BE RECOMMENDED BY A GE07ECHNICAL REPORT AND SUBMITTED TO
CITY OF FONTANA-FOR APPROVAL UPON COMPLE77ON OF ROUGH GRADING.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED
GRADE BY THE PAVING CONTRACTOR UPON COMPLE77ON OF PAVING.
34. UPON COMPLE77ON OF CONSTRUCT70N, CON7RACTOR SHALL RESTORE ALL SIGNING,
STRIPING,. BARRICADES, AND 07HER 7RAFFIC CONTROL DEVICES TO THE SA 77SFA C 7701V OF
7HE CITY 7RAFF7C ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS
AFFECTED BY THE CONSTRUC77ON TO THE SA77SFAC77ON OF 774E CITY ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY 774E CONTRACTOR TO THE ENGINEER OF RECORD,
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
rN
I
j
_v
SEE SM
NO. 2
CITY OF FON TA NA
STREET IMPRO
VEA4ElV T PLA--
NS
240-011-15
LOT 12
TRACT N0: 1909 "
I
240-011-17
COMMERCML ZONING 64
LOT 14 t 65
in
o.T 13
3 I B2 !U133
I --- 240-012-07-------I
Cep' -STAR OT Y
I
- ~ I 240-012-08 I
S ST.74.2 1
7 8 9 10 11 12 - - - - 240-012-09 1
-----------------I-7
240-012-22
240-012-24 1 1 240-012-10
I 1
2,40-012 ; 12
LEGEND INDEk /tIAP
SCALE: 1 "=200'
A. C. ASPHAL 77C CONCRETE
ONTARIO, CA. 91761
PRIVATE ENGINEER'S -NOTICE TO CONTRACTORS
B. C. BEGIN CURVE
(909) 390-4736
NOT = SCALE
T1=10 -•
B. V. C. BEG. VERTICAL CURVE
HIGHLAND A V
B. w BACK SIDEWALK
W
W/DTH
C.B. CATCH BASIN
OUTH HIGHLAND A
TO THE BEST OF OUR KNOWLEDGE, 7HERE ARE NO EXIS77NG U77LI77ES EXCEPT
C.L. CENTERLINE
15
VERTICAL DEPTH
E. C. END' CURVE
V.C.
VERTICAL CURVE
E. P. EDGE PA VEMENT
'Y ` Y
INDICATES SLOPE 2. 1
E. G. EDGE GRADE
800) 422-4133
Q
E: V. C. END VERTICAL CURVE
1,100 SF
AC PAVEMENT
F. L. FLOW LINE
FONTANA WATER COMPANY
REMOVAL
F. SFINISH SURFACE
ATTN: MICHAEL J. McGR4W
�U
G.B._ GRADE BREAK
j
GRIND
H.P. HIGH POINT
�%
EDGE OF PA VEMENT
INV: INVERT
FONTANA, CA 92335
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
L.E. LANDSCAPE EASEMENT
(590.77)
INDICATES EXIST/NG ELEVATION
0. C. ON CENTER
310.00
INDICATES PROPOSED ELEVATION
P.C.C. PORTLAND CEMENT CONCRETE JOG
INDICATES EXISTING CONTOUR
(R) RIDGE LINE
R/W
320
INDICATES PROPOSED CONTOUR
RIGHT OF WA Y
UNDERGROUND SERVICE ALERT
TAN. TANGENT
(800) 227-2600
DAYLIGHT / CUT -FILL LINE
T. C. TOP OF CURB
INSTALL BARRICADE PER 'CITY STD. PLAN 740." 178
O
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
PACIFIC BELL CO.
ATTN. CARLOS NAVARRO
ATTN.- VIRGINIA BECKER
8353 SIERRA AVENUE
3939 E.-CORONADO STREET
FONTANA, CA 92335
ANAHEIM, CA 92807
(909) 350-6632
(714) 666-5467
SO. CALIFORNIA GAS COMPANY
COMCAST (CABLE TV)
ATTN. GREG GASPAR
ATTY. JACK HAYES
16231 VALLEY BLVD.
1205 DUPONT AVENUE
1-6J63
R/W
12'
6" 5' - 6.5'
29,'
CONC. -
SIDEWALK
CONC.CURB
& GUTTER
R/W
12'
YM
CONC.
SIDEWALK
CONC CURB
& GUTTER
R/W
60'-
18'
0'-18' CL 18' 12'
a.o3'
6.5'1 5' 6"
LEVEL . LINE AC . PAVEMENT
SIDEWALK
SUNR/DGE CT. (STA.12+50.37 TO STA.16+ 15.75) CONC. CURB
WINTER NIGHT CT. (STA. 13+26 TO STA. 16+17.94) & GUTTER
NIGHT STAR - COURT .
TYPICAL SECTION .
R/W
12'
6.5' 5' 1 6"
2%
CONC.
SIDEWALK
CONC. CURB
& GUTTER
NOT TO SCALE
T1=5.5.
64'
20' CL 20'
-0.01'
LEVEL LINE AC PAVEMENT
-2%
SUNR/DGE CT (STA.10+00 TO STA.12+50.37)
WINTER NIGHT CT. (STA.10+00 TO STA.13+26)
STAR CREST WAY, SUMMERSET STREET,
STAR DUST LANE, SUN GLORY WAY
TYPICAL SECT/ON
T1=5.5
NOT TO SCALE
R/W CL RTW
R/W
10'
LETTERED
OLEANDERLOT
12' 22'
AVE.
6" 5' 6.5'
T C14
o LEVEL LINE
�y _�
CONC.
SIDEWALK
EX. CONC. CURB
68'
CL 22 RIW 12'
N 6.5' 5' 6"
EX. AC PAVEMENT o
2Z L
EX. CONC.
SIDEWALK
EX. CONC. CURB .
& GUTTER 68' RIW & GUTTER
LOS CEDROS-
OLEANDER A VENUE
NOT TO SCALE
T1=6.5
104, 10, CONSTRUCTION NOTES _QUANTITIES
52' 52' LETTERED O1 CONSTRUCT 4 1/2" AC PAVEMENT (M/N.) OVER 12" OF 95% COMPACTED 6,556 SF
LOT NA77VE MATERIAL (SEE GENERAL NO7ES 31 & 32)
IMPROVEMENTS BY OTHERS IMPROVEMENTS PER TRACT 16363 O CONS7RUCT 4" AC PAVEMENT (M/N.) OVER 12" OF 95% COMPACTED 158,870 SF
40' NA77VE MA7FRIAL (SEE GENERAL NOTES 31 & 32)
12' 33' T 7' 33' 12' O CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY SID. PLAN NO. 1003 298 LF
O - CONSTRUCT 6" CF P.C.C. - CURB & -GUTTER PER CITY STD. PLAN NO. 1003 7,960 LF
6' 5.5' Z 5.5' 6' <C.'�
' O5 CONS7RUCT 6" TO 8" P.C.C. CURB & GUTTER TRANS177ON PER 283 LF
CITY STD: PLAN NO. 10032922% CONS7RUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006. 16 EA.
ONC ; -.--,Orr,CONS7RUCT P.C.C. CROSS GUTTER W=10' PER CITY SID. PLAN NO. 105 1,275 SF
SIDEWALK SICONSTRUCT P.C.C. CROSS GUTTER W=8' PER CITY SID. PLAN NO. 105 3,786 SF
CONCCURB SI-
& GUTTER 8" CURB CONC. CURB O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 47,770 SF
EX. FS & GUTTER
JOIN EX. 10 CONS7RUCT LOCAL DEPRESSION PER A.P. W.A. SID. PLAN 313-1. 8 EA.
GROUND PROPOSED PAVEMENT CASE PER DETAILS ON SHEET 9
FUTURE MEDIAN 6.5" MIN. AC PVMT. OVER Q CONSTRUCT CURB OPENING CATCH BASIN PER A.P. W.A. -S7Z7. PLAN 8 EA.
12" OF 95% COMPACTED 300-2, "W" PER PLAN
CITRUS A VENUE NATIVE MATERIAL.
12 ADJUST MANHOLE TO GR E
FONTANA, CA. 92335
ONTARIO, CA. 91761
PRIVATE ENGINEER'S -NOTICE TO CONTRACTORS
210 FWY
(909) 390-4736
NOT = SCALE
T1=10 -•
HIGHLAND A V
8 EA.
GENERAL TELEPHONE COMPANY
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS,
SO. CALIFORNIA EDISON COMPANY
OUTH HIGHLAND A
TO THE BEST OF OUR KNOWLEDGE, 7HERE ARE NO EXIS77NG U77LI77ES EXCEPT
-
15
THOSE SHOWN ON THESE PLANS. 774E CONTRACTOR IS REQUIRED TO TAKE DUE
7951 REDWOOD AVENUE
1400 E. PHILLIPS BLVD.
PRECAU77ONARY MEASURES TO PR07FCT 174E U77LITY LINES SHOWN ON THESE
FONTANA, CA. 92335
ONTARIO, CA. 91766 (909)
DRAWINGS. 774E CON7RACTOR FURTVER ASSUMES ALL LIABILITY AND RESPON-
(909) 820-5598 UNDERGROUND
800) 422-4133
Q
(909) 875-5100 - TRANSMISSIONS
1,100 SF
SHOWN ON THESE DRAWINGS
(213) 637-1233 PIPELINES-
FONTANA WATER COMPANY
THE -CONTRACTOR AGREES THAT HE SHALL -ASSUME SOLE -AND COMPLETE RESPONSI-
(909) 357-6233 DISTRIBUTION
ATTN: MICHAEL J. McGR4W
�U
c-
j
OF THIS PROJECT,- INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, 7HAT
8 EA.
THIS SHALL APPLY CON77N000SL Y AND NOT BE LIMITED TO NORMAL- WORKING HOURS,
FONTANA, CA 92335
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
CRAWFORD CANYON MUTUAL WATER CO.
(909) 822-2201
AND 774E ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
ATTN. BILL VANDERKIEFT, JR.
FAX. • (909) 823-5045
IN CONNEC77ON WITH 774E PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG
(619) 868-6040
21
FOR LIABILITY ARISING FROM 774E SOLE NEGLIGENCE OF THE OWNER OR THE
- 2 EA.
4� K e7
ENGINEER.
UNDERGROUND SERVICE ALERT
W
(800) 227-2600
ALL DISCREPANCIES TO 7HE ENGINEER PRIOR TO 774E COMMENCEMENT OF WORK.
INSTALL BARRICADE PER 'CITY STD. PLAN 740." 178
O
LOS
. CEDROS A V
WALNUT ST
BASELINE- A VENUE
VICINITY MAP
N.TS.
R/W
10'
LETTERED
OLEANDERLOT
12' 22'
AVE.
6" 5' 6.5'
T C14
o LEVEL LINE
�y _�
CONC.
SIDEWALK
EX. CONC. CURB
68'
CL 22 RIW 12'
N 6.5' 5' 6"
EX. AC PAVEMENT o
2Z L
EX. CONC.
SIDEWALK
EX. CONC. CURB .
& GUTTER 68' RIW & GUTTER
LOS CEDROS-
OLEANDER A VENUE
NOT TO SCALE
T1=6.5
104, 10, CONSTRUCTION NOTES _QUANTITIES
52' 52' LETTERED O1 CONSTRUCT 4 1/2" AC PAVEMENT (M/N.) OVER 12" OF 95% COMPACTED 6,556 SF
LOT NA77VE MATERIAL (SEE GENERAL NO7ES 31 & 32)
IMPROVEMENTS BY OTHERS IMPROVEMENTS PER TRACT 16363 O CONS7RUCT 4" AC PAVEMENT (M/N.) OVER 12" OF 95% COMPACTED 158,870 SF
40' NA77VE MA7FRIAL (SEE GENERAL NOTES 31 & 32)
12' 33' T 7' 33' 12' O CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY SID. PLAN NO. 1003 298 LF
O - CONSTRUCT 6" CF P.C.C. - CURB & -GUTTER PER CITY STD. PLAN NO. 1003 7,960 LF
6' 5.5' Z 5.5' 6' <C.'�
' O5 CONS7RUCT 6" TO 8" P.C.C. CURB & GUTTER TRANS177ON PER 283 LF
CITY STD: PLAN NO. 10032922% CONS7RUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006. 16 EA.
ONC ; -.--,Orr,CONS7RUCT P.C.C. CROSS GUTTER W=10' PER CITY SID. PLAN NO. 105 1,275 SF
SIDEWALK SICONSTRUCT P.C.C. CROSS GUTTER W=8' PER CITY SID. PLAN NO. 105 3,786 SF
CONCCURB SI-
& GUTTER 8" CURB CONC. CURB O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 47,770 SF
EX. FS & GUTTER
JOIN EX. 10 CONS7RUCT LOCAL DEPRESSION PER A.P. W.A. SID. PLAN 313-1. 8 EA.
GROUND PROPOSED PAVEMENT CASE PER DETAILS ON SHEET 9
FUTURE MEDIAN 6.5" MIN. AC PVMT. OVER Q CONSTRUCT CURB OPENING CATCH BASIN PER A.P. W.A. -S7Z7. PLAN 8 EA.
12" OF 95% COMPACTED 300-2, "W" PER PLAN
CITRUS A VENUE NATIVE MATERIAL.
12 ADJUST MANHOLE TO GR E
FONTANA, CA. 92335
ONTARIO, CA. 91761
PRIVATE ENGINEER'S -NOTICE TO CONTRACTORS
(909) 428-8411
(909) 390-4736
NOT = SCALE
T1=10 -•
7HE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND U77LI77ES -OR -STRUCTURES -
8 EA.
GENERAL TELEPHONE COMPANY
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS,
SO. CALIFORNIA EDISON COMPANY
ATTN. STEVE. HOCK
TO THE BEST OF OUR KNOWLEDGE, 7HERE ARE NO EXIS77NG U77LI77ES EXCEPT
-
15
THOSE SHOWN ON THESE PLANS. 774E CONTRACTOR IS REQUIRED TO TAKE DUE
7951 REDWOOD AVENUE
1400 E. PHILLIPS BLVD.
PRECAU77ONARY MEASURES TO PR07FCT 174E U77LITY LINES SHOWN ON THESE
FONTANA, CA. 92335
ONTARIO, CA. 91766 (909)
DRAWINGS. 774E CON7RACTOR FURTVER ASSUMES ALL LIABILITY AND RESPON-
(909) 820-5598 UNDERGROUND
800) 422-4133
SIBILITY FOR THE U77LtTY PIPES,- CONDU17S OR STRUCTURES -SHOWN OR NOT
(909) 875-5100 - TRANSMISSIONS
1,100 SF
SHOWN ON THESE DRAWINGS
(213) 637-1233 PIPELINES-
FONTANA WATER COMPANY
THE -CONTRACTOR AGREES THAT HE SHALL -ASSUME SOLE -AND COMPLETE RESPONSI-
(909) 357-6233 DISTRIBUTION
ATTN: MICHAEL J. McGR4W
BILI TY FOR THE JOB S17E COND177ONS DURING 7HE COURSE OF CONSTRUC77ON
(800) 422-4133
8440 NUEVO AVENUE
OF THIS PROJECT,- INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, 7HAT
8 EA.
THIS SHALL APPLY CON77N000SL Y AND NOT BE LIMITED TO NORMAL- WORKING HOURS,
FONTANA, CA 92335
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
CRAWFORD CANYON MUTUAL WATER CO.
(909) 822-2201
AND 774E ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
ATTN. BILL VANDERKIEFT, JR.
FAX. • (909) 823-5045
IN CONNEC77ON WITH 774E PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG
(619) 868-6040
21
FOR LIABILITY ARISING FROM 774E SOLE NEGLIGENCE OF THE OWNER OR THE
- 2 EA.
4� K e7
ENGINEER.
UNDERGROUND SERVICE ALERT
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
(800) 227-2600
ALL DISCREPANCIES TO 7HE ENGINEER PRIOR TO 774E COMMENCEMENT OF WORK.
'OF FONTANA, CALFORNA
'ET I MPR 0 VEMEN T PLANS
TRA C T 16363 SCALE: '
AS SHOWN
TI TLE SHEET DATE:
NOV. 2003
DRAWING NO.- L
NGINEER R.C.E. 51152 I/ DATE 3438 f 9
JA685-1650\streets\st0l .dwa. 04/29/2004 11:59:30 AM. mia
AD PER CITY STD. 109
15 EA.
NOT = SCALE
T1=10 -•
ADJUST VALVE TO GRADE PER CITY STD. 130
8 EA.
REF. DWG. NO. 3247 & 3441
14
INSTALL STREET NAME SIGN PER CITY SID. NO. 139
11 EA.
15
INSTALL STREET LIGHT 5,800 LUMEN PER CITY SID. PLAN NO. 1016 (SCE #7)
22 EA.
ESS/a>�
16
EX/ST. POWER LINES TO BE UNDERGROUND BY OTHERS
1,880 LF
/��/� � ^'
RECORD DR /"11l V �1 V�
1�
SAWCUT AND REMOVE EXISTING A. C. PAVEMENT
1,100 SF
36637
Q
THESE RECORD DRAWINGS HAVE N PREPARED, IN
CONST. DRIVEWAY PER CITY SID. PLAN NO. 103, W PER PLAN
105 EA / 10,900 SF
•
txQ-� y'
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT
19
INSTALL Rl STOP SIGN W/LIM/T & "STOP" LEGEND
8 EA.
BE
RESPONSIBE FOR ANY ERRORS OR OMISSIONS WHICH
PER CITY SID. PLAN NO. 139
A
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
REMOVE EX/STING CURB AND GUTTER
200 LF.
��
21
INSTALL S7REET LIGHT 9,500 LUMEN PER CITY SID. PLAN NO. 1016 (SCE 110)
- 2 EA.
4� K e7
INSTALL BARRICADE PER 'CITY STD. PLAN 740." 178
1 EA. t
'OF FONTANA, CALFORNA
'ET I MPR 0 VEMEN T PLANS
TRA C T 16363 SCALE: '
AS SHOWN
TI TLE SHEET DATE:
NOV. 2003
DRAWING NO.- L
NGINEER R.C.E. 51152 I/ DATE 3438 f 9
JA685-1650\streets\st0l .dwa. 04/29/2004 11:59:30 AM. mia