HomeMy WebLinkAbout5871REF -ST-941-1UV 0 1
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UTILITIES:
ELECTRIC:
SOUTHERN CALIFORNIA
EDITON COMPANY
795 I REDWOOD AVE.
FONTANA, CA 9233G
(714) 79G-9932
TELEPHONE:
AT*T
7337 TRADE STREET, RM
5G85
SAN DIEGO CA, 92 1 2 1
(558) 88G-1 288
WATER:
FONTANA WATER COMPANY
1 59GG ARROW ROUTE
FONTANA, CA 92335
(909) 20 I -7371
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SEWER:
CITY OF RIALTO
335 W. RIALTO AVE
RIALTO, CA 9237G
(909) 820-2530
GAS:
SOUTHERN CALIFORNIA
GAS COMPANY
1981 WEST LUGONIA
AVENUE REDLANDS, CA
92373
(909) 335-783G
CABLE:
CHARTER COMMUNICATIONS
1 500 AUTO CENTER DRIVE
ONTARIO, CA 917G I
(909) G34"-3224
WALNUT AVE.
UNDERGROUND SERVICE ALERT
CALLJOLL FREE
1-800
227-2600
MKI
SOURCE OF SURVEY
TOPOGRAPHIC SURVEY
DATED JUNE 2018
AS CONDUCTED BY
ONPOINT LAND SURVEYING, INC.
19 10 ORANGE TREE LANE, SUITE 344
REDLANDS, CALIFORNIA 92374
PHONE: (909) 792-222 1
SOIL ENGINEER
NORCAL ENGINEERING
I OG41 HUMBOLT STREET
L05 ALAMITOS, CA 90720
PHONE: (5G2) 799-94G9
FAX: (5G2) 799-9459
REPORT DATE: SEPTEMBER 29, 2017
PROJECT NUMBER: 1991 2-17
CA5MALIA 5T.
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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 293/87-88.
REVISIONS
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CITY OF RIALTO
SHEET INDEX
SHEET 1 TITLE SHEET
SHEET 2 BASELINE ROAD -PLAN &PROFILE
CONSTRUCTION NOTES/ ESTIMATE OF QUANTITIES*
GG CY BASE
0 INSTALL 5" AC OVER G" CLA55 II BASE (3,545 5F) PER CITY OF RIALTO 5TD. 5-100 . . . . . . . . . . .I OG TONS AC
20 COLD PLANE 4� OVERLAY (0. 1 7MIN.) PER DETAIL, SHEET 2 . . . . . . . . . . . . . . . . . . . . . . . . I ,G85 5F
0 SAWCUT EXISTING PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .330 LF
® REMOVE AC PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 ,395 5F
ESTIMATE 15 FOR FEE PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR OWN QUANTITIES.
EXISTING EXISTING
NORTH SOUTH
R1W CITY OF RIALTO CITY OF FONTANA RIW
40' GO'
VARIES 2 I . ! 9'-3G.00' 47' VARIES
5 10'-14'
U VARIES
Q (0 VARIES
MEET EXISTING I 2
4 3 EXISTING AC
EXISTING EDGE PAVEMENT EXISTING CURB
OF PAVEMENT t GUTTER
PREPARED FOR/APPLICANT:
CDRE HOLDINGS 11 LLC
ATTIV MARK BACI-ILI
523 MAIN .STREET
EL SEGUNDO, CA 00245
(3 / 0) 428-3302
/OF�SSI�NgC
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PATRICK C.
7N--GO rn
APPR. jDATE TyT clvl�
OF CA,
TYPICAL SECTION
NTS
BASELINE ROAD
STA I O.G2.45 TO 5TA 13+G9.2G
T.I.= 10
MONUMENTS FOR ESTABLISHING CENTERLINE:
INTERSECTION OF BASELINE ROAD 4 PALMETTO AVENUE (WE5T):
FOUND 54W, L5 541 1, PER CR 308-01 2.
INTERSECTION OF BASELINE ROAD * TAMARIND AVENUE:
FOUND 54W, L5 541 1, PER CR 308-01 1.
PREPARED UNDER THE SUPERVISION OF:
PATRICK C. FLANAGAN, JR. RCE 86046 EXP. SEP 30, 2(
RECOMMENDED -FOR APPROVAL BY LOOCKWOOD ENGI
APPROVED BY:
EEING:
1,0/r/181
DATE
/m/,�
DATE
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 THIS
PROJECT SHALL BE COVERED BY PERMIT. THIS 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 5ATI5FACT10N 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 5ECTION OF PAVEMENT SHALL BE DETERMINED BY THE PRIVATE SOILS ENGINEER.
THE PRIVATE SOILS ENGINEER SHALL FURNISH THE RESULTS OF R-VALUE TESTS AND
STRUCTURAL SECTION CALCULATIONS TO THE CITY ENGINEER FOR APPROVAL. IN NO CASE
SHALL THE STRUCTURAL SECTION BE LESS THAN 15 REQUIRED BY CITY OF RIALTO STANDARD
DRAWING NO. 5-100,
10. COMPACTION TESTING SHALL BE PERFORMED BY THE SOILS ENGINEER TO THE SATISFACTION OF
THE CITY ENGINEER. THE 5UBGRADE SHALL BE COMPACTED TO 90% 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 "S" 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 5AT15FACTION 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 TH15 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 A5CERTAIN 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 "AS 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 (515 3010) REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND SERVICE
ALERT AND OBTAIN AN IDENTIFICATION NUMBER PRIOR TO THE ISSUANCE OF THE CIT^5
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 BUSINESS
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-23 1.
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 5UBGRADE 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 THI5 PROJECT SHALL FAMILIARIZE THEMSELVES WITH
THE WORK 51TE 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 SWALE5 FROM UNDERMINING
STREET IMPROVEMENT5. UPON INSPECTION OF THE 51TE5, THE CITY ENGINEER MAY REQUIRE
TEMPORARY GUNITE 5WALE5, ENTERING OR LEAVING IMPROVEMENT5.
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
D15COVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS
SHALL BE PROMPTLY SUBMITTED 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 551 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 PREPARER OF THESE
PLANS.
NOTE: NOTHING SHOWN OR NOT SHOWN ON THESE PLANS SHALL RELIEVE THE CONTRACTOR OF HI5
RESPONSIBILITY TO PROVIDE ADA ACCE551131LITY THROUGHOUT THE SITE.
• land planning
• civil engineering
• landscape architecture
phone 909.748.7777
fax 909.748.7776
bats or engineering & associates, inc.
1461 ford street, suite 105, redtands, ca 92373
BENCH MARK: ELEVATION=1,418.045' USGS & GS DATUM OF 1
DESCRIPTION: CITY OF RIALTO BENCHMARK NO. 053-88:
to z=. / BRASS DISK SET IN THE TOP OF CURB, 18' EAST OF THE CENTERLINE OF ALDER
ATE AVENUE, 500't NORTH OF THE CENTERLINE OF BASELINE.
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 15 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 RE5PON51BILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THI5 PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THI5 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 THIS PROJECT, EXCEPTING FOR LIAB1LITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CITY OF RIALTO
WAREHOUSE/DISTRIBUTION FACILITY
INTERIM STREET IMPROVEMENT PLAN s�
TITLE SHEET of (� SHEETS
BASELINE ROAD
TWO WORKING DAYS BEFORE YOU DIG
DESIGNED BY: PF DRAWN BY: PF CHECKED BY: MT
1.
CDRE HOLDINGS 11 LLC I PPD No. 2018-0021 ( PLAN No. Sr- ql:H
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