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ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTA"-^ ST..""xG'"RD PLANS, THE CONTRACT PROVISIONS
AND THE STANDARD SPECIFICATIONS FOR, PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND
STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
? !;'CEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO
PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR .SHALL IMMFDViTELY REPORT SAID CONFLICT TO THE CITY ENGINEER
FOR RESOLUTION.
3 '.LL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF ',IlE CITY ENGINEER-
" CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF ` NffANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING
DT SION PRIOR TO THE START OF ANY WORK. INSPECTION 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 CONFIRM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF
;AI.IFORNIA MANUAL OF TPA'�FIC COr17MOL.S, LATEST NON --METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC
ENGINEER.
6 IT FHALI. BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER
TRAP FIC CONTROL DEVICES AT ALL TIMES.
1 r, -E CONTRACTOR SHALL 0131AIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5
FEET CR GREATER 1N DEPT'" FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
AHK Wf" LS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING
OF THE, (:ROUND OR OTHER APPROVED MEANS PURSUANT TO TIME REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE
STATE: ( CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED 'MIEN THE POTENTIAL EXISTS FOR GROUND
MOVEMI-rnlT.
9 NO MATER"" "'? Z'QUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A
SEPARATE PERMIT FOR THAT PURPOSE
10 THE LOCATIONS OT' OTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER. IT SHALL BE THE BE THE
RESPONSIBILITY OF THE' CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES,
AND TO EXERCISE P?"PER '3RECAVTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE
ALERT AT 1-800-227-26C:' TWO WORKING DAYS 13EFORE EXCAVATION.
11 THE CONTRACTOR Sr;r"- L COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS
TELEPHONE, ELECTRIC, CAPS -; TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM
DRAIN, FLOOD CONTROL Ah CALTRANS. ALL UTILITY COMPANIES SHAI I Pr- GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK
AROUND THEIR FACILITIF'S.
12 THE CONTRACTOR NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE; AGENCY
AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER
REQUIREMENTS.
13 CURVE DATA REFERS TO TPE FACE OF THE CURB
14 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER f it ENABLE THE CONTRACTOR TO CONSTRUCT THE
WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND
CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS
WITH(,-�'i PRIOR NOTIFICATION TO THE CITY ENGINEER.
17 rn&,OVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH
M/-RKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE
DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPRICED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK
PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE
SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT
ALL TIMES.
20 ALL GRADING OPERATIONS SHALL 13E DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES
PER HOUR.
21 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR- DEBRIS TO BE DEPOSITED ONTO PUBLIC OR
PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
22 NO TRENCH BACKFILL SHALL TAKE PIACI; WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23 A GEOTECHNICHAL ENGINEER SHALL CERTIFY AL'_ BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL
REQUIRE RE --WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
24 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS, UPON
INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEA9LE SWALES ENTERING OR LEAVING
IMPROVEMENTS.
25 THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION
AND SHALL CONFORM TO THE CITY OF FONTANA STANDARDS DETAILS.
26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND T=fNiSH TO MATCH EXISTING
CONCRETE.
27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.
28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED
AND APPROVED.
29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
30 APPROVED SOIL S 1 ERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT,
31 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE
CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
32 ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE
RECOMMENDED BY A GEOTECHNICHAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF
ROUGH GRADING.
33 ALL MANHOLES, CLEAN OUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED' GRADE BY THE
PAVING CONTRACTOR UPON COMPLETION OF PAVING.
34 UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING BARRICADES,
AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINED
35 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY
THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
36 AS --BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE
RECORD DRAWINGS TO THE CITY ENGINEER,
PRIME BENCH MARK: SECONDARY BENCH MARK:
CITY OF FONTANA B.M. 581 SOUTH EAST CORNER JURUPA AVE.
RAILROAD SPIKE IN EASTERLY & MULBERRY AVE.; SET CHIS.
FACE OF POWER POLE N0. 674320 E AVE.; SET CHIS. " " � BCR;
04.0'S/0 JURUPA AVE
AT THE NORTHWEST CORNER OF & 36.2 E/0 MULBERRY AVE.
JURUPA AVENUE AND MULBERRY AVENUE
E�L.-_V. = 918.40 ELEV. = 915.775
ABBREVIATIONS
i
---PROPERTY LINE
R/W
-RIGHT OF WAY
1981 W. LUGONIA AVENUE
--CENTERLINE
ARCH.
-ARCHITECTURAL
T.C.
-TOP OF CURB
F.L.
---FLOW LINE
F.S.
--FINISH SURFACE
T.S..
-TOP OF CONCRETE SLAB
H.P.
-HIGH POINT
F.F.
----FINISH FLOOR
R.D.
-ROOF DRAIN
R.C.P.
---REINFORCED CONCRETE PIPE
INV.
-INVERT
S =
-SLOPE
F.G.
---FINISH GRADE
S.Q.
•---STORM DRAIN
T.R.
--TOP OF RAIL
ST.LT.
-STREET LIGHT
G.B.
--GRADE BREAK
H
--HEIGHT OF RETAINING
C.F.
-CURB FACE
B.W.
----BACK OF WALK
L.S.
---LANDSCAPING
A.B.
-AGGREGATE BASE
P.V.C.
----POLYVINYLCHLORIDE
C.I.P.
-CAST IRON PIPE
F.H.
-FIRE HYDRANT
P.P.
--POWER POLE
C.B.
-CATCH BASIN
R=
---RATE OF GRADE
B.C.R.
---BEGIN CURB RETURN
E.C.R.
-END CURB RETURN
L.P.
-LOW POINT
S.W.
-STEM WALL
T:O.P.
---TOP OF PIPE
B.O.P.
---BOTTOM OF PIPE
T.F.
-TDP OF FOOTING
T.W.
-TOP OF WALL
C.M.B.
-CRUSHED MISC. BASE
S.F.
---SQUARE FEET
(0.00)
-EXISTING ELEVATION
B.O.W.
-BOTTOM OF WALL
T.G.
-TOP OF GRATE
N.G.
-NATURAL GRADE
TOP
---TOP OF SLOPE
TOE
-TOE OF SLOPE
E.P.
-EDGE OF PAVEMENT
A.C.
---ASPHALT CONCRETE
C.L.F.
-CHAIN LINK FENCE
CONIC.
-CONCRETE
PKWY DRAIN
--PARKWAY DRAIN
H.C.
--HANDICAP
EXIST.
-EXISTING
TRANS PAD
--TRANSFORMER PAD
BLDG
-BUILDING
M.H.
---MANHOLE
T.B.
-TOP OF BERM
R.D.
--ROOF DRAIN
R/R.L.
-RIDGE LINE
G.B.
-GRADE BREAK
I.E.U.A.
--INLAND EMPIRE UTILITIES AGENCY
N.R.W.
--NON-RECLAIMABLE WASTEWATER
LEGEND
AFH EXIST. FIRE HYDRANT _ - f- v - -- EXIST. CABLE .TV CONDUIT
'mo EXIST. WATER METER l � �� EXIST. EDGE OF A.C. PAVEMENT
o EXIST. WATER VALVE _ _ = EXIST. CURB AND GUTTER
OCR`s �r' EXIST. GAS - VALVE - - - s $ EXIST. SANITARY SEWER
- - -- GUY WIRE/DE'ADMAN EXIST. NON -RECLAIMABLE WASTEWATER OR
--OSB EXIST. POWER POLE 24"_$ --
-i--m EXIST. TRAFFIC SIGNAL- - EXIST. STORM DRAIN
�---Q� EXIST. CROSSWALK SIGNAL -- Q3" EXIST. GAS LINE
0 STREET LIGHTING BOX EXIST. TELEPHONE CONDUIT
- ---� EXIST. STREET LIGHT W_�---,r.710 - EXIST. WATER LINE
SDMH EXIST. STORMDRAIN MANHOLE
`- a'��� EXIST, CONTOUR
SIVIH EXIST. SEWER MANHOLE
NEW PIPE LINE
VDT. L� J EXIST. VAULT -
--•--� - - PROPERTY LINE
TREE `IIS' NEW FIRE HYDRANT
0
fl NEW WATER METER
TSB 0 EXIST. TRAFFIC SIGNAL BOX +0 NEW WATER VALVE
CIJ0 EXIST. GAS METER < NEW THRUST BLOCK
MB0 EXIST. MAIL BOX O NEW SEWER MANHOLE
0 NEW SEWER CLEAN OUT
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. CALIF. GAS. CO.
UNDERGROUND SERVICE ALERT
ATTN: DENNIS FREEMAN
(800) 227-2600
1981 W. LUGONIA AVENUE
DATE
REDLANDS, CA. 92374
COMCAST (CABLE TV)
(909) 335-7547
ATTN: JACK HAYES
ME (800) -427-2200
1205 DUPONT AVENUE
NEW A.C. OVERLAY
ONTARIO, CA, 91761
(909) 822-2201
(909) 390-4738
SO. CALIF. EDISON .CO.
^EVER QSNER4L. CSTAIlC71CN 1V01'F.- WVA-)
300 N. PEPPER AVE.
e PROPOSED CONTOUR
RIALTO, CA. 923766
GENERAL TELEPHONE CO.
820-5598 - UNDERGRND
ATTN: STEVE HOCK
910 875-5100 - TRANS
1400 E. PHILLIPS BLVD.
1909
213 537-1233 - PIPELINES
ONTARIO, CA. 91766
909 357-6223 - DISTRICT
(800) 422-4133
SAN BERANRDINO COUNTY
INLAND EMPIRE UTILITIES AGENCY
TRANSPORTATION/ FLOOD
9400 CHERRY. AVE., BLDG. A.
CONTROL DEPT.
FONTANA, CA. 92335
825 EAST THIRD STREET
P.O. BOX 697
SAN BERNARDINO, CA,
RANCHO CUCAMONGA, CA. 91729
92415--0835
(909) 357--0241
(909) 387 2800
RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING
EXIST. TELEPHONE MANHOLEFONTANA
F
NEW SEWER MANHOLE
WATER COMPANY
STRIPING AND/OR PAVEMENT MARKINGS WHICH
HAVE SEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS
DATE
PRIOR TO STARTING ANY WORK WITHIN E,4OD CONTROL-DI.-MICT AND COUNTY RIGHT-OF-WAY,ELEVATION
ATTN: AL KROHN
X 1854.69 EXIST. GRADE ELEVATION
NEW CATCH BASIN
16803 SPRING ST.
FONTANA, CA. 92335
A CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FLOOD CONTROL DISTRICT AND COUNTY OF SAN
NEW A.C. OVERLAY
NEW STORM DRAIN PIPE
(909) 822-2201
COLD PLANE AND OVERLAY
3 CONSTRUCTION NOTES BUBBLE
^EVER QSNER4L. CSTAIlC71CN 1V01'F.- WVA-)
®.. m CITY/COUNTY BOUNDARY LINE
e PROPOSED CONTOUR
1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE PROJECT
PA
9.
SPECIFICATIONS AS APPROVED BY THE INLAND EMPIRE UTILITIES AGENCY,
STf�E�iLI�CH%
F3aWj2,t/A`RX)im a GVVV7y Pc1f3kIG valor`- Ap19)mwAL odW7 A?&'r IAICI-v00E
THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS
E
`
FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) AND I.E.U.A. STANDARD
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STANDARD DETAIL SHEET OF THIS PLAN SET (SHTS. No. 7 & 7) AS APPROPRIATE.
22000 LUMEN HPSV STREET LIGHT (200WATT, #20)
30 FT LUMINAIRE HEIGHT
JOIN
2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL
AND ELEVATION OF EXISTING SEWER MAIN(S) AND NOTIFY AND OBTAIN APPROVAL
FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY
PAVEMENT DgSTiNG
�` G
RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING
FUTURE STREET LIGHT LOCATION
,
W-12 -0 MIN
DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT
(22000 LUMEN HPSV; 200 WATT; #20)
32 -Q MAX
NORIZ• 1" = 40'
SHOWN ON THESE PIANS.
EXISTING STREET LIGHT
ICAL
UNTIL AFTER THE ISSUANCE OF A PERMIT BY I.E.U.A. TO ALLOW THE
3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE
AVAILABLE RECORDS TO THE BEST OF MY KNOWLEDGE THERE ARE NO
�6"
1TY ENGINEER
REMOVED OR RELOCATED AT THE: DIRECTION OF THE ENGINEER.
7
-
- -
UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS.
TO BE HELD AT LEAST 1 WEEK PRIOR TO BEGINNING CONSTRUCTION.
THE CONTRACTOR. IS REQUIRED .TO TAKE DUE PRECAUTIONARY MEASURES
PAVEMENT
12,
IN ADDITION, I.E.U.A, AND THE CITY OF FONTANA SHALL BE NOTIFIED A
MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION IN THE VICINITY
TO PROTECT THE UTILITY LINES SHOWN AND ANY O'THER LINES NOT. OF
CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD
N
I
4.7.
1
74
�',
I f 4.2 ,
I
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
t
1
APPURTENANCES DURING GRADING OPERATIONS AND HE SHALL MAKE OR
CAUSE TO BE MADE THE NECESSARY REPAIRS AT HIS EXPENSE.
13.
ALL TRENCHING AND/OR SHORING SHALL MEET REQUIREMENTS OF CAL -OSHA.
7 TOP CURB
4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT
NOTE:
14.
THE CONTRACTOR SHALL SUBMIT COPIES OF HIS DEPARTMENT OF INDUSTRIAL
OF
LOCATED IN THE FIELD UNLESS OTHERWISE NOTED ON THE PLAN. THE
THE CITY OF FONTANA DRIVEIYAY ORDINANCE REQUIRES:
SAFETY PERMIT TO I.E.U.A. AND TO THE CITY OF FONTANA.
CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS.
1, THERE SHALL BE AT LEAST 20' OF FULL HEIGHT CURB BETWEEN DRIVEWAYS SERVING THE
FOR PUBLIC WORKS CONSTRUCTION.
Y
8"CF CURB FACE
SAME LOT,
15.
_\-I-CF
5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY
AND CONFORM TO THE CITY OF FONTANA REQUIREMENTS,
2, DRIVEWAY APPROACHES SERVING ADJOINING LOTS SHALL BE SEPARATE=D BY AT LEAST 1' OF
SECTION 6424 OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR
I.E.U.A. PRIOR TO BEGINNING OF THE CONSTRUCTION.
SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY.
FULL HEIGHT CURB.
3. NO PORTION OF A DRIVEWAY APPROACH SHALL EXTEND IN FRONT OF AN ADJOINING LOT.
PLAN
UNLESS OTHERWISE APPROVED, LOW PRESSURE WATER TEST FOR THE GRAVITY
ENGINEER SHALL PROVIDE TESTS AFTER STREETS HAVE BEEN ROUGH
GRADED. PLAN MUST BE REVISED TO SHOW ACTUAL STRUCTURAL SECTION
S. CALL UNDERGROUND SERVICE ALERT (800-422--4133) FOR UNDERGROUND
SEWER LINES AND PRESSURE WATER TEST FOR THE PRESSURIZED PIPELINES
LOCATIONS 48 HOURS BEFORE DIG.
TO BE CONSTRUCTED.
OF SIDEWALK
3' DEPRESSION
GUTTER F.L.
TRANS
TRANS.
7. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48 -HRS
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
[BACK
TOP OF CURB
PRIOR TO THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY
4.2%
4.2, 7THE
CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECS.
�- -
FOR PUBLIC WORKS CONSTRUCTION.
8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC
$"CF
1 CF 8"CF
DURING HIS OPERATIONS
CONTRACTOR SHALL MAINTAIN THE PIPELINE OPERATION DURING THE CONSTRUCTION,
DIVERSION TIME FOR THIS OPERATION IS 2 HOURS AND SHOULD BE COORDINATED WITH
I.E.U.A. INSPECTOR DURING CONSTRUCTION.
CONTRACTOR SHALL PUT A TEMPORARY 6" PIPE TO DIVERT FLOW AND MAKE SURE
THAT NO LEAK OR SPILL DURING THIS TEMPORARY CONNECTION OR SHAH PUMP
TO DIVERT FLOW WITHOUT SPILLING ANY INDUSTRIAL WASTE INTO THE GROUND TO
CONTAMINATE THE SOIL.
TOLL FREE '' 1--800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
AV7F
-
ENGR.
STRIPING AND/OR PAVEMENT MARKINGS WHICH
HAVE SEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS
DATE
PRIOR TO STARTING ANY WORK WITHIN E,4OD CONTROL-DI.-MICT AND COUNTY RIGHT-OF-WAY,ELEVATION
Nom• t;oJ Gf�Tf ! z74 � �G�f1�� IcLAif�
ts.Dr_')IGl ria matLntF 5f: ix'. G>►
BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING & MARKINGS SHALL
INTERIM - JURUPA AVENUE -STREET PLAN &
A CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FLOOD CONTROL DISTRICT AND COUNTY OF SAN
BERNARDINO,
LQ� . r7ivP -5,140144-F,-0106 ra Leff e.
BE DONE IN CONFORMANCE WITH SECTION 6 OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRRUCTIOUCTIO N.
5
DEPARTMENT OF PUBLIC WORKS. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO (2) WORKING DAYS � �
& PROFiL.E
t
INTERIM -- MULBERRY AVENUE -STREET PLAN
PRIOR TO STARTING OF ANY WORK WITHIN DISTRICT. AND... COUNTY_ RIGHT OF- WAY. CALL (909) 387-8046.
PA
9.
ALL SEWER MAINS SHALL BE BELL AND SPIGOT EXTRA STRENGTH VITRIFIED
CLAY PIPE (VCE') SEWER PIPE UNLESS OTHERWISE NOTED ON THE PLANS.
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10.
PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY LOCATION
CITY OF FONTANA, CALIFORNIA
JOIN
AND ELEVATION OF EXISTING SEWER MAIN(S) AND NOTIFY AND OBTAIN APPROVAL
�i4�ENEER I�yr�iE %•F�_l1�%►T/'�i%R'
PAVEMENT DgSTiNG
�` G
OF THE DESIGN ENGINEER AND IDEA OF ANY VARIATION FROM DESIGN.
SCALE: VERT. I" � 4'
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
13% 2% - ' � - -
�-.
11.
CONSTRUCTION SHALL NOT BEGIN ON FACILITIES TO BE OWNED BY I.E.G..A,
NORIZ• 1" = 40'
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
�' dC1ST.
EO(m
UNTIL AFTER THE ISSUANCE OF A PERMIT BY I.E.U.A. TO ALLOW THE
AVAILABLE RECORDS TO THE BEST OF MY KNOWLEDGE THERE ARE NO
1" LIP a+, 3" PAVEMENT
1TY ENGINEER
CONSTRUCTION AND ALSO AFTER A PRE --CONSTRUCTION CONFERENCE
7
EXISTING UTILITIES .EXCEPT AS SHOWN ON THESE PLANS.
.DEPRESSION
NEW AC
TO BE HELD AT LEAST 1 WEEK PRIOR TO BEGINNING CONSTRUCTION.
THE CONTRACTOR. IS REQUIRED .TO TAKE DUE PRECAUTIONARY MEASURES
PAVEMENT
12,
IN ADDITION, I.E.U.A, AND THE CITY OF FONTANA SHALL BE NOTIFIED A
MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION IN THE VICINITY
TO PROTECT THE UTILITY LINES SHOWN AND ANY O'THER LINES NOT. OF
OF THE TRUNK SEWER OR ANY FACILITIES OWNED AND OPERATED BY I.E.U.A.
RECORD. OR .NOT SHOWN ON THESE .PLANS, CONTRACTOR SHALL -BE.
AND/OR CITY OF FONTANA.
RESPONS19LE FOR ANY DAMAGE .TO EXISTING WATER & SEWER LINES AND
�,E -n��
APPURTENANCES DURING GRADING OPERATIONS AND HE SHALL MAKE OR
CAUSE TO BE MADE THE NECESSARY REPAIRS AT HIS EXPENSE.
13.
ALL TRENCHING AND/OR SHORING SHALL MEET REQUIREMENTS OF CAL -OSHA.
PAVEMENT SECTION NOTES:
NOTE:
14.
THE CONTRACTOR SHALL SUBMIT COPIES OF HIS DEPARTMENT OF INDUSTRIAL
SUBGRADE SOILS SHOULD BE COMPACTED TO A MINIMUM OF 95% RELATIVE
THE CITY OF FONTANA DRIVEIYAY ORDINANCE REQUIRES:
SAFETY PERMIT TO I.E.U.A. AND TO THE CITY OF FONTANA.
COMPACTION (ASTM D1557) TO A DEPTH OF AT LEAST 12 INCHES. ASPHALTIC
1, THERE SHALL BE AT LEAST 20' OF FULL HEIGHT CURB BETWEEN DRIVEWAYS SERVING THE
CONCRETE SHOULD BE COMPACTED TO 95% RELATIVE COMPACTION (CA 304)
SAME LOT,
15.
SHOP DRAWINGS AS REQUIRED BY THE PERMIT SHALL BE APPROVED BY
AND CONFORM TO THE CITY OF FONTANA REQUIREMENTS,
2, DRIVEWAY APPROACHES SERVING ADJOINING LOTS SHALL BE SEPARATE=D BY AT LEAST 1' OF
I.E.U.A. PRIOR TO BEGINNING OF THE CONSTRUCTION.
AMOUNT OF PAVEMENT WILL BE DETERMINED BY SOIL TEST. SOILS
FULL HEIGHT CURB.
3. NO PORTION OF A DRIVEWAY APPROACH SHALL EXTEND IN FRONT OF AN ADJOINING LOT.
16.
UNLESS OTHERWISE APPROVED, LOW PRESSURE WATER TEST FOR THE GRAVITY
ENGINEER SHALL PROVIDE TESTS AFTER STREETS HAVE BEEN ROUGH
GRADED. PLAN MUST BE REVISED TO SHOW ACTUAL STRUCTURAL SECTION
4- INSTALL 1/4" EXPANSION JOINT FILLER AT LIMITS OF DRIVEWAY APPROACH.
SEWER LINES AND PRESSURE WATER TEST FOR THE PRESSURIZED PIPELINES
TO BE CONSTRUCTED.
SHALL BE PERFORMED IN CONFORMANCE WITH SECTION 306--1.4. OF THE STANDARC
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
CONTRACTOR SHALL MAINTAIN THE PIPELINE OPERATION DURING THE CONSTRUCTION,
DIVERSION TIME FOR THIS OPERATION IS 2 HOURS AND SHOULD BE COORDINATED WITH
I.E.U.A. INSPECTOR DURING CONSTRUCTION.
CONTRACTOR SHALL PUT A TEMPORARY 6" PIPE TO DIVERT FLOW AND MAKE SURE
THAT NO LEAK OR SPILL DURING THIS TEMPORARY CONNECTION OR SHAH PUMP
TO DIVERT FLOW WITHOUT SPILLING ANY INDUSTRIAL WASTE INTO THE GROUND TO
CONTAMINATE THE SOIL.
TOLL FREE '' 1--800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CI
DATE
'
1
Nom• t;oJ Gf�Tf ! z74 � �G�f1�� IcLAif�
ts.Dr_')IGl ria matLntF 5f: ix'. G>►
3
INTERIM - JURUPA AVENUE -STREET PLAN &
4
LQ� . r7ivP -5,140144-F,-0106 ra Leff e.
PROFILE
5
INTERIM - MULBERRY AVENUE -STREET PLAN
& PROFiL.E
t
INTERIM -- MULBERRY AVENUE -STREET PLAN
7
IEUA-STANDARD MANHOLE= DETAILS
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CITY OF FONTANA, CALIFORNIA
INTERIM IMPROVEMENTS
AWN BY:
SCALE: VERT. I" � 4'
IRT
.JURUPA AND
_ . FT IMP
IUIODIFY COMMERCIAL DRI &-WAY 47 BASIS OF BEARING
THE BASIS OF BEARINGS FOR THIS MAP IS THE NORTH LINT= OF
SECTION 33, SHOWN AS N 89'34'51 E ON RECORD OF SURVEY
FILED IN BOOK 51, PAGES 85 AND 86 OF RECORD OF SURVEYS,
RECORDS OF THE COUNTY OF SAN BERNARDINO, CALIFORNIA.
APPROVED BY: APPROVED BY:
COUNTY OF SAN BERNARDINO
z
z[7EPARTlulEhii' QF (�UB�IC W�RT{S
5z4 _
CIVIL ENGINEER FOR IEUA DATE
CHIEF DESIGN ENGINEER DATE
��toF SSIpN
7hien6s 57g*ee1in /nc.
CML ENGINEMING * iMV SUI?VEYING
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOfi `� 1. A� t`y rss�o uAttFr uIEW,aVFNu�
�p .y9 � � �R'°O�'SCA" FRIM 90
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �; DR
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT- MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO R•C•E NO. 43293 * Prepared Under The Supervision Of : DE
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Exp, 3--31-04
STANDARDS IN EFFECT. �e �1V 1`- ��4' Date : e_?b?, dz CH
C A�_\ HAIDOOK I. AIAN RCE N0. 43293
INDEX AMP
0 100 200 400 800 1200
SCALE 1" = 400'
SAN BERNARDINO
STOVER , AVENUE
U
I3
Z
SNdiA AVE.
Fm�_M_flr
JURUPA
PwcT
SE
FRANCIS ST_ I MARLAY
PHILADELPHIA
AM AVE.
AVENUE
0
MlAf YMAP
N.T.S.
&YEE T INDEX
COUNTY/my Umfi'
SAN .6E+?IVARD,
CITY OF FONT
SAN BERNARDINO CO.
RIVERSIDE CO.
CaUNW/errs uMrr
SHEET NO.
DESCRIPTION
1
GENERAL NOTES AND DETAILS
CIVIU ��
CA_L���4
2
TYPICAL CROSS SECTIONS
3
INTERIM - JURUPA AVENUE -STREET PLAN &
PROFILE
4
INTERIM - JURUPA AVENUE -STREET PIAN &
PROFILE
5
INTERIM - MULBERRY AVENUE -STREET PLAN
& PROFiL.E
6
INTERIM -- MULBERRY AVENUE -STREET PLAN
& PROFILE
7
IEUA-STANDARD MANHOLE= DETAILS
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1 /Exp.
CIVIU ��
CA_L���4
C'OVAll
y OF SAA 156R nrA"Y4� 7/,v 0
---T - :0loos
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CITY OF FONTANA, CALIFORNIA
INTERIM IMPROVEMENTS
AWN BY:
SCALE: VERT. I" � 4'
IRT
.JURUPA AND
_ . FT IMP
MULBERRY AVENUE
MENT PLANS
NORIZ• 1" = 40'
SIGNED BY:
CR/LRT
DATE:
02/25/02
EO(m
'" APPRO Y:
DRAWING NO.:
1
HIA
1TY ENGINEER
�`/ 13025
R,C,E, 51152 DATE:
7