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APN 0241-251-01
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APN 024 1-1 22-47 APN 0241-122-46
APN 024 I - 122-48
APN 0241-122-35
APN 0241-122-47
APN 024 I - 122-39
UTILITIES:
SOURCE OF SURVEY
ELECTRIC:
SEWER:
TOPOGRAPHIC SURVEY
SOUTHERN CALIFORNIA
CITY OF RIALTO
DATED JUNE 2018
EDI5ON COMPANY
335 W. RIALTO AVE.
AS CONDUCTED BY
795 1 REDWOOD AVE.
RIALTO, CA 9237G
ONPOINT LAND SURVEYING, INC.
FONTANA, CA 9233G
(909)820-2530
19 10 ORANGE TREE LANE, SUITE 344
(714)79G-9932
REDLANDS, CALIFORNIA 92374
GAS:
PHONE: (909) 792-222 1
TELEPHONE:
SOUTHERN CALIFORNIA
SOIL ENGINEER
AT�T
GAS COMPANY
7337 TRADE STREET RM
198I WEST I UGONIA
NORCAL ENGINEERING 8' WIDE LANDSCAPE 1
EXISTING
NORTH
R/W
5G85 AVENUE REDLANDS, CA I OG41 HUMBOLT STREET : O'- I O'
EASEMENT" PER
SAN DIEGO CA, 02121 92373 LOS ALAMITOS, CA 00720 SEPARATE DOCUMENTS -I 4, -
(858)88G-1 285 (909)335-783G PHONE: (5G2) 799-94GO I 211
FAX: (562) 799-9459
WATER: CABLE: REPORT DATE: SEPTEMBER 29, 2017
FONTANA WATER COMPANY CHARTER COMMUNICATIONS PROJECT NUMBER: 1991 2-17
1 50GG ARROW ROUTE 1 500 AUTO CENTER DRIVE
FONTANA, CA 92335 ONTARIO, CA 917G 1 I 2.00%
(909) 201-7371 (909)G34-3224
�51ERRA TAKES PKWY. � CASMALIA ST.
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WALNUT AVE.
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I NTS VICINITY MAP
UNDERGROUND SERVICE ALERT
CALLJOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
TOY,
INAMOXHM
ALL GRADING & PAVEMENT SHALL BE
PERFORMED IN ACCORDANCE TO THE
RECOMMENDATIONS OF THE SOILS
ENGINEER, NORCAL ENGINEERING, AND
THEIR REPORT DATED SEPTEMBER 29,
2017, REFERENCE PROJECT NO.
19912-17.
BASE LINE RD. BASIS OF BEARING
THE CENTERLINE OF PALMETTO AVENUE BEING
N00022' 19"W PER TRACT NO. I G441 , MB 293/67-88.
MARK I REVISIONS
DESIGNED BY: PF DRAWN BY: PF CHECKED BY: MT
WAREHOUSE/DISTRIBUTION FACILITY
CITY OF RIALTO
SHEET INDEX
SHEET I TITLE SHEET
SHEET 2-3 BASELINE ROAD - PLAN & PROFILE
CONSTRUCTION NOTES/ ESTIMATE OF QUANTITIES*
248 CY BASE
OI
INSTALL 5" AC OVER G" CLA55 II BASE (13,390 5F) PER CITY OF RIALTO STD. 5-100 . . . . . . . .
. 398 TONS AC
0
COLD PLANE � OVERLAY (0. 1 7' MiN.) PER DETAIL, SHEET 2 . . . . . . . . . . . . . . . . . . . . . . .
. .7,0 10 5F
0
5AWCUT EXISTING PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.795 LF
®
REMOVE AC PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. .I 2,075 SF
0
INSTALL 51DEWALK (PROPERTY LINE) PER CITY OF RIALTO 5TD. 5C-204 . . . . . . . . . . . . . . . .
. .1 ,730 5F
®
INSTALL DRIVEWAY APPROACH (COMMERCIAL) PER CITY OF RIALTO 5TD. 5C-2 13 . . . . . . . . . . .
. J EA
0
INSTALL 8" CURB AND GUTTER PER CITY OF RIALTO STD. 5C-200 . . . . . . . . . . . . . . . . . . .
. 235 LF
®
INSTALL 8" AC BERM PER SPPWC STD. 1 20-2, DETAIL D 1-8(200) . . . . . . . . . . . . . . . . . . .
. 240 LF
0
IN5TALL MODIFIED DRIVEWAY APPROACH WITH CURE RETURNS PER CITY OF RIALTO 5TD. 5C-214 (W=A5 SHOWN) . .
. . I EA
EXISTING POWER POLE WITH STREET LIGHT TO BE REMOVED BY OTHERS . . . . . . . . . . . . .. . . .
.2 EA
I 1
INSTALL PARKWAY DRAIN PER SPPWC STD. 1 5 1-2, TYPE 1 (5=24") . . . . . . . . . . . . . . . . . .
. . I EA
0
REMOVE EXISTING GATE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. .2 EA
(D
REMOVE EXISTING CHAIN LINK FENCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.275 LF
(31
REMOVE EXISTING MAILBOX . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. .I EA
I®
REMOVE WROUGHT IRON FENCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. .70 LF
In
REMOVE EXISTING GAS METER 4 CAP EXISTING PIPE . . . . . . . . . . . . . . . . . . . . . . . . . .
. .I EA
REMOVE EXISTING BOLLARD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . I EA
INSTALL MEDIAN CURB PER CITY OF RIALTO STD. 5C-2 2 TYPE I
IN5TALL 4" CONDUIT FOR FUTURE CITY USE . . . . . . . . . . . . . . . . . . .
. .340 LF
®
ADJUST SEWER MANHOLE TO GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. .2 EA
. ESTIMATE 15 FOR FEE PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR OWN QUANTITIES.
EXISTING
EXISTING
NORTH
SOUTH
R/W CITY OF RIALTO CITY OF FONTANA
R/W
VARIES 40'-50' 11LGO'
XI VARIES 25.40'-3G.00'
47'
--13'-
VARI E5
0'-20'
v VPK1E5
( 1.20`70)-
VARIES
5
N ( I,.G6%)
(3. I 8%)-(3.58%1)
9010
--�--- _
EXISTING AC
PAVEMENT EXISTING CURDY"
EXISTING
GUTTER
EDGE OF
TYPICAL SECTION
PAVEMENT
NT5
BASELINE ROAD
STA 3+99.24 TO STA G+38.03 EXISTING
T. I . = 10 SOUTH
R/W
CITY OF RIALTO
L CITY OF FONTANA
-50'
GO'
EXISTING
EDGE OF
PAVEMENT
29' 7' -,f- 7-
I I'
a
VAP211 5
2 ---
XiSTiNG AC)w�
PAVEMENT EXISTING CURB
4 GUTTER
TYPICAL SECTION
NT5
BASELINE ROAD
5TA G+GO.03 TO STA I O+G9.2G
T.I.= 10
PREPARED FOR/APPLICANT:
CDRE HOLDINGS 11 LLC
ATTN: MARK BACHLI
523 MAIN 5TREET
EL 5EGUN00, CA 50245
(310) 428-3302
APPR. I DATE
Q�OF�SSIONq<
PATRICK C.
I-- FLANAGAN, JR. y
No. G04G \` rn
U
e ✓ p_9130/20 7I�
`ST CIVIL
qTF OF CA\_\F
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY: WAREH0U5E/D15TRIBUTI0N FACILITY SCALE:
PP STREET IMPROVEMENT PLAN A5 5HOWN
DESIGNED BY: B I ROAD DATE:
PF
CHECKED BY: APP�)CDBY:
MT
CITY ENGINEER
PREPARED UNDER THE SUPERVISION OF:
--.
SAT iC C. FLANAGAN, . RCE 86046 EXF
RECOMMENDED FOR APPROVAL BY -LOCK
APPROVED BY:0*0__
%.�- -
8/7/ 19
DRAWING NO.: I
R.C.E. 51152 DATE 3
)Lr )V, cvcV
)OD ENGINEERING:
CITY OF RIALTO STREET IMPROVEMENT GENERAL NOTES
I . ALL WORK SHALL BE DONE IN ACCORDANCE WITH CITY OF RIALTO STANDARD DRAWINGS,
STANDARD SPECIAL PROVISIONS, AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION, WITH SUPPLEMENTS. ANY VARIATION FROM OR EXCEPTION
TO THE STANDARDS OR FOLLOWING GENERAL NOTES MUST BE APPROVED BY THE CITY
ENGINEER.
2. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS, ASPHALT/CONCRETE
OR P.C.C. PAVING, WHICH ARE BEING JOINED OR MATCHED SHALL BE DONE TO THE
SATISFACTION OF THE CITY ENGINEER, INCLUDING NECESSARY SAW CUTTING, REMOVAL
REPLACEMENT AND CAPPING.
3. ANY EXISTING TRAVEL WAYS IN WHICH AN EXCAVATION 15 MADE IN CONJUNCTION WITH TH15
PROJECT SHALL BE COVERED BY PERMIT. TH15 AREA SHALL BE PROPERLY POSTED AND LIGHTED
IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR
USE IN PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS.
STREET SHALL BE SURFACED WITH A MINIMUM OF 2" OF ASPHALT AT THE END OF EACH
WORKING DAY.
4, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND SHALL NOTIFY THE CITY FIELD
INSPECTORS AT LEAST 48 HOURS PRIOR TO STARTING EACH PHASE OF CONSTRUCTION AND
PRIOR TO REQUIRING INSPECTION.
5. ALL UTILITIES SHALL BE INSTALLED PRIOR TO PAVING OF THE STREETS. ALL TRENCHES SHALL BE
FULLY COMPACTED TO THE SATISFACTION OF THE CITY ENGINEER. ALL MANHOLES* AND VALVE
BOX FRAMES SHALL BE ADJUSTED TO FINISHED GRADES AFTER COMPLETION OF
CONSTRUCTION.
G. THE CONTRACTOR SHALL DETERMINE THE TRUE LOCATION OF ANY UNDERGROUND UTILITY PRIOR
TO LAYING ANY LINES WHICH ARE TO CONNECT THE EXISTING SEWER, WATER, OR STORM
DRAINS. THESE LINES SHALL BE EXPOSED AND JOIN ELEVATIONS VERIFIED. ANY CHANGE IN
GRADE OR DEVIATION FROM THE PLANS MUST BE APPROVED BY THE CITY ENGINEER.
7. ADVERTISING SIGNS WILL NOT BE PERMITTED WITHIN THE STREET RIGHT-OF-WAY.
8. TREES SHALL BE PLANTED WITHIN THE STREET RIGHT-OF-WAY IN ACCORDANCE WITH THE CITY OF
RIALTO REQUIREMENTS.
9. STRUCTURAL SECTION OF PAVEMENT SHALL BE DETERMINED BY THE PRIVATE SOILS ENGINEER.
THE PRIVATE SOILS ENGINEER SHALL FUR.NI5H THE RESULTS OF R-VALUE TESTS AND
STRUCTURAL SECTION CALCULATIONS TO THE CITY ENGINEER FOR APPROVAL. IN NO CASE
SHALL THE STRUCTURAL SECTION BE LE55 THAN 15 REQUIRED BY CITY OF RIALTO STANDARD
DRAWING NO. 5-100.
10. COMPACTION TESTING SHALL BE PERFORMED BY THE 5011_5 ENGINEER TO THE SATISFACTION OF
THE CITY ENGINEER. THE 5UBGRADE SHALL BE COMPACTED TO 00% WITH THE TOP G INCHES
BELOW THE ASPHALT PAVING COMPACTED TO 95%. IF THE AGGREGATE BASE 15 THICKER THAN
ONE FOOT, THE ENTIRE THICKNESS OF THE BASE MATERIAL SHALL BE COMPACTED TO 95%.
1 1. SEWER MAIN AND LATERALS SHALL BE CONSTRUCTED, BACKFILL COMPACTED, AND TESTED
PRIOR TO CONSTRUCTION OF CURB AND GUTTER.
12. THE CURB AND GUTTER SHALL BE "ETCHED" SHOWING LATERAL LOCATIONS "5" FOR SEWER, "G"
FOR GAS, "E" FOR ELECTRICAL AND "W" FOR WATER.
13. TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED AND MAINTAINED PER THE STATE OF
CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF WARNING SIGNS LIGHTS, AND
DEVICES FOR USE IN PERFORMANCE OF WORK UPON HIGHWAYS AND TO THE SATISFACTION OF
THE CITY ENGINEER.
14. NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY
PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF RIALTO DOES NOT
CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION
OR EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN
THE LIMITS OF THIS PROJECT. THE CONTRACTOR 15 REQUIRED TO TAKE ALL DUE
PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR NOT SHOWN ON
THESE PLANS.
15. PRIVATE ENGINEERS NOTICE: PRIOR TO CONSTRUCTION, SEWER AND WATER CONTRACTORS
SHALL ASCERTAIN THE CORRECTNESS OF WATER SERVICES AND SEWER LATERAL LOCATIONS
WITH THE DEVELOPER. ANY DEVIATION FROM LOCATIONS SHOWN ON THESE PLANS SHALL BE
REPORTED TO THE ENGINEER FOR ADJUSTMENT PRIOR TO CALLING FOR ANY CONSTRUCTION
STAKING REQUIRED.
I G. PRIOR TO THE CITY RELEASING THE BOND FOR THE PUBLIC IMPROVEMENTS, THE ENGINEER OF
RECORD SHALL SUBMIT A COMPLETE SET OF "A5 BUILT" PLANS ON MYLAR TO THE CITY
ENGINEERING SECTION AND THE TIE SHEETS FOR NECESSARY MONUMENTATION SHALL ALSO BE
SUBMITTED TO THE CITY.
17. STATE LAW (513 3019) REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND 5ERVICE
ALERT AND OBTAIN AN IDENTIFICATION NUMBER PRIOR TO THE 155UANCE OF THE CITY5
ENCROACHMENT PERMIT. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT TWO
FULL WORKING DAYS (48 HOURS MINIMUM) IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES,
INCLUDING PAVEMENT REMOVAL. EXCAVATION AND A.C. OVERLAY, WHICH COULD AFFECT ANY
UNDERGROUND UTILITY.
18. PRIOR TO ANY CONSTRUCTION WORK, THE CONTRACTOR SHALL OBTAIN A CITY BU51NE55
LICENSE AND PERMIT.
19. PRIOR TO TAKING ANY WATER FROM A FIRE HYDRANT, THE CONTRACTOR SHALL MAKE
ARRANGEMENTS TO OBTAIN A FIRE HYDRANT WATER METER.
20. ALL STREET TRENCHING, BACKFILLING AND PAVEMENT REPAIRS SHALL BE DONE IN ACCORDANCE
WITH CITY STANDARD DRAWING NO. 5C-231 .
2 1. ALL IRRIGATION LINES TO BE REMOVED, RELOCATED OR RECONSTRUCTED AS SHOWN AND/OR
AS DIRECTED BY THE PUBLIC WORKS INSPECTOR IN THE FIELD.
22. CONTRACTOR SHALL REMOVE AND/OR INSTALL PAVEMENT MARKINGS AND STRIPING.
PLACEMENT AND SCHEDULING TO BE DETERMINED BY INSPECTOR IN THE FIELD.
23. THE CONTRACTOR SHALL NOT ORDER OR PLACE ANY PORTLAND CEMENT CONCRETE OR ASPHALT
CONCRETE PAVING UNTIL THE FORMS AND SUBGRADE AND/OR AGGREGATE BASE HAVE BEEN
INSPECTED AND APPROVED BY THE CITY INSPECTOR IN THE FIELD.
24. STRICT ADHERENCE TO DUST CONTROL REQUIREMENTS SHALL BE ENFORCED, AND ALL DUST
SHALL BE CONTROLLED BY WATERING, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
25. IF ANY EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED
IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
2G. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE SHALL NOT BE PLACED UNTIL ALL ON -SITE
IMPROVEMENTS HAVE BEEN COMPLETED, INCLUDING ALL GRADING AND UNTIL ALL
UNACCEPTABLE CONCRETE AND/OR ASPHALT WORK HAS BEEN REMOVED AND REPLACED,
UNLESS OTHERWISE APPROVED BY THE ENGINEER.
27. ALL PERMANENT TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE LOCATED AS SPECIFIED IN
THE FIELD BY THE CITY ENGINEER PRIOR TO FINAL APPROVAL OF IMPROVEMENTS.
28. REPAIR OR REPLACE ANY DAMAGED OR ALTERED EXISTING IMPROVEMENTS WITHIN PUBLIC
RIGHT-OF-WAY AS DIRECTED BY THE ENGINEER IN THE FIELD.
29. ALL SURVEY MONUMENTS SHALL BE PROTECTED AND PERPETUATED IN PLACE ANY DISTURBED
OR COVERED MONUMENTS SHALL BE RESET BY A QUALIFIED REGISTERED CIVIL ENGINEER OR A
LICENSED LAND SURVEYOR.
30. ANY CONTRACTOR PERFORMING WORK ON TH15 PROJECT SHALL FAMILIARIZE THEMSELVES WITH
THE WORK SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES
RESULTING DIRECTLY OR INDIRECTLY FROM THEIR OPERATIONS, WHETHER OR NOT SUCH
FACILITIES ARE SHOWN ON THESE PLANS.
3 1. CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND 5WALE5 FROM UNDERMINING
STREET IMPROVEMENTS. UPON INSPECTION OF THE SITES, THE CITY ENGINEER MAY REQUIRE
TEMPORARY GUNITE 5WALE5, ENTERING OR LEAVING IMPROVEMENTS.
32. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE ENGINEER AND
THE APPLICANT FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS
SHALL BE PROMPTLY 5UBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
33. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE CONTRACTOR G" BELOW FINISH
GRADE. UPON COMPLETION OF PAVING, THE PAVING CONTRACTOR SHALL ADJUST TOP OF
MANHOLE TO FINISH GRADE.
34. ALL AREAS TO BE PAVED SHALL BE STERILIZED AS DIRECTED BY THE CITY ENGINEER PRIOR TO
PAVING.
35. A SEAL COAT OF 55 1 H WILL BE REQUIRED ON ALL NEW ASPHALT CONCRETE APPLIED AT THE
RATE OF 0.075 GALLS PER SQUARE YARD.
CITY OF RIALTO CONSTRUCTION INSPECTION HOURS
AY
UNAUTHORIZED CHANGES AND USES
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO
THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PR.EPARER OF THESE
PLANS.
NOTE: NOTHING SHOWN OR NOT SHOWN ON THESE PLANS SHALL RELIEVE THE CONTRACTOR OF H15
RESPONSIBILITY TO PROVIDE ADA ACCESSIBILITY THROUGHOUT THE SITE.
CITY OF FONTANA STREET IMPROVEMENT GENERAL NOTES
I . ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA
STANDARD 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.
2. WHEN A TECHNICAL CONFLICT 15 FOUND TO EX15T IN THE CONTRACT DOCUMENTS THAT
CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN
BOOK', THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY
ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANN5
ENGINEERING DIVISION 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 (900) 350-7G 10.
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 -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC
ENGINEER.
G. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH
WORK FOR TRENCHES FIVE (5) FEET OR GREATER IN DEPTH FROM THE CALIFORNIA
STATE DIV15ION OF INDUSTRIAL SAFETY.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH
SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED
MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF
THE STATE OF CALIFORNIA. TRENCHES LF55 THAN FIVE (5) FEET SHALL ALSO BE
GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITH OUT
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10. THE LOCATIONS OF THE UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2000
TWO WORKING DAYS BEFORE EXCAVATION.
1 1. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES
INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION,
LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
STORM DRAIN, FLOOD CONTROL AND CALTRAN5. ALL UTILITY COMPANIES SHALL BE
GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
12, THE CONTRACTOR SHALL 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 THE FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO
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.
I G. THE CONTRACTOR SHALL NOT D15TURB EXISTING SURVEY MONUMENTS, MONUMENT
TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT TIES AND BENCHMARKS, 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 REPLACED. 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 FEET LANE SHALL BE MAINTAINED AT ALL TIMES IN THE
CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
15. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST
CONTROL, INCLUDING ADEQUATE WATERING AT ALL TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES
EXCEED 25 MILES PER HOUR.
2 1. 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 PLACE WITHOUT PRIOR APPROVAL OF THE CITY
INSPECTOR.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO
OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE
WORK UNTIL THE 5PECIFIED DENSITY 15 OBTAINED.
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND 5WALE5 FROM
UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY
ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE 5WALE5 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 STANDARD DETAILS.
2G. ALL EXPOSED CONCRETE SURFACE SHALL CONFORM IN GRADE, COLOR AND FINISH TO
MATCH EXISTING CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP "5" 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 5TERILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO
PLACEMENT.
3 1. PAVEMENT STRUCTURAL 5ECTION5 SHOWN ARE MINIMUM AND 5UBJECT 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 GEOTECHNICAL REPORT
AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF
ROUGH GRADING,
33. ALL MANHOLES, CLEANOUT 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 ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND
SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY
ENGINEER.
3G. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER,
PRIVATE ENGINEER'S NOTE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS.
THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY
PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB 51TE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF TH15 PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT TH15 REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
WITH THE PERFORMANCE OF WORK ON TH15 PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CITY OF RIALTO
A • land planning
•civil engineering
D
DATE
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px909.9.746.7777
m fax 909748.7776
thatc or engineering & associates, inc.
WAREHOUSE/DISTRIBUTION FACILITY
STREET IMPROVEMENT PLAN
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1461 ford street, suite 105, redlands, ca 92373
TITLE SHEET
BASELINE ROAD
OF SHEETS
DATE
BENCH MARK: ELEVATION=1,418.045' USGS & GS DATUM OF 192
DESCRIPTION: CITY OF RIALTO BENCHMARK NO. 053-88:
FOR:
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BRASS DISK SET IN THE TOP OF CURB, 18' EAST OF THE CENTERLINE OF ALDER
CDRE HOLDINGS 11 LLC
PPD No. 2018-0021
PLAN No. S T� - 9�' 'O
DATE
AVENUE, 500't NORTH OF THE CENTERLINE OF BASELINE.
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