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EXISTING'WATER LINE
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AND CONCRETE ENCASEMENT
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BENCH MA RK.' IN L% il IF
CHISELED TOP OF NOPTH WEST HEADWALL AT
PACIFIC ELECTRIC PAILROAD CPOSSING STATION 7+17 +/- LOCUST AVENUE IN FONTANA ON FILE AT THE OFFICE OF THE SAN BEPNAPDINO COUNTY A&AANWWWWWWWWV% A&A&A&A&AftVA&%%V~
SURVEYOPS AS PLAN # 500400 -JP -B4 -B2.
DJAL TWO WORKING
BEFORE DAYS BEFORE
BASIS OF BEARINGS: Y OU DIG YOU DIG
THE BASIS OF BEARING FOP THIS SITE IS THE CENTEPLINE OF LOCUST AVENUE TAKEN AS TOLL FREE 1-600-227-2600
N00*10'24"W PEP PS 97183. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
................. .....
.......... ;: .........
Qr%ALE.-
HORIZ I a= 20'
.... VERT I 2"
1 1 +Urlun
CONSTRUCTION NOTES
CONSTRUCT 18"RCP D-3500
CONSTRUCT RECTANGULAR UNDER SIDEWALK DRAIN "MODIFIED" WITH DOUBLE
OUTLETS AND "MODIFIED ANGLE"PER CITY OF FONTANA STO. NO.124A.
FURNISH AND INSTALL SAND BAGS 3 BAGS HIGH FOR TEMPORARY EROSION
CONTROL AND DESIL TING. SANDBAGS TOBEREMOVED WHEN FINAL
LANDSCAPING WITHIN CHANNEL IS COMPLETED.
CONSTRUCT UNDER SIDEWALK DRAIN PEP CITY OF FONTANA STD. NO. 124
(MODIFIED TO A 45 * A NGL E) .
CONSTRUCT CONCRETE HEADWALL PEP CALTRANS STO. D89. SEE DETAIL BELOW.
TO BE BUILT PER GRADING PLANS.
CONSTRUCT SIDEWALK TYPE JUNCTION STRUCTURE PER CITY OF FONTANA STD.
NO. 123
CONSTRUCT CURB INLET STRUCTURE PER FONTANA STD. 121.
(MODIFIED TO HAVEA 10"CURB OPENING)
34 CONSTRUCT (545' MODIFIED) SIDEWALK TYPEUNCTION STRUCTURE PEP
CITY OF FONTANA STD. 123.
Consultant's Seal
E S
w m
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, LU THE CITY ENGINEER MAY REQUIRE REVISIONS To THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND .53654
STANDARDS IN EFFECT. 4P Exp. 6-30-03 C1 V1
SECTION OBI-OBO NOT TO SCALE
GENERAL NOTES - STORM DRAIN IMPROVEMENT- 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA FOR PUOL IC WORKS CONS R ION "GREEN BOOK" . ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THA T CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "6REEN 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. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE
IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS.
5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY
DEVELOPEMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK.
INSPECTION COORDINATION SHALL BE REQUESTED AT L4 -AST
TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT OF WAY
WITHIN THE CITY LIMITS. CALL (909) 350-7610.
6. 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.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH
WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE
DIVISION OF INDUSTRIAL SAFETY.
9. THE MALLS AND FACES OF ALL EXCAVATIONS GREATER THAN (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 LESS THAN FIVE (5) FEET SHALL ALSO BE,GUARDED
WHEN THE POTENTIAL EXIST FOR GROUND MOVEMENT.
10. NO MATERIAL OR EGUIREMENT SHALL BE STORED IN THF PUBLIC RIGHT OF WAY
WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11. THE L OCA TION OF U TIL I TIES SHOPIN HA VE BEEN DE TERMINED FROM A VA IL A BL E
INFORMATION, HOWEVER. IT SHALL HE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING
UTIL I TIES, AND TO EXERCISE PROPER PRECA UTION TO A VOID DAMA 6E THERETO. THE
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-600-422-4133 TWO
WORKING DAYS BEFORE EXCAVATION.
12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES
INCLUDING, BUT NOT LIMITED TO, GAS. TELEPHONE, FLECTRIC. CABLE TELEVISION.
LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER. RECLAIMED WATER,
SEXER. STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES
SHALL HE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR
FA CIL I TIES.
13. 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.
14. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED
IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED
A GINCIES INMEDIA TEL Y.
15. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT XHERE OTHERWISE
NO TED.
p
16. ADEQUA TE CONST UCTION CONTROL STAKES SHALL BE SET BY THE ENGINEE 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.
17. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT
TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
18. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL. INCLUDING SURVEY
MONUMENTS MONUMENT TIES AND BENCHMARKS SHALL BE DONE BY 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 MONUMENETS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE
MONUMENT.
19. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESS AT
ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TmEs IN THE
CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
20. THE CONTRACTOR SHALL PROVIDE AND mAINTAN AN EFFECTIVE MEANS OF DUST
CONTROL. INCLUDING ADEQUATE WATERING, AT ALL TIMES.
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 PLACE WITHOUT PRIOR APPROVAL OF THE CITY
INSPEC TOR.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO
OBTAIN THE REQUIRED DENSITY SHALL REQUIE RE-WOOKING OF THAT PORTION OF
WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SAALES FROM
UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY
ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SNALES ENTERING OR LEAVING
IMPROVEMENTS.
25. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR AND FINISH TO
26. PRIOR TO THE CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES,
AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS
27. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL
OF THE CITY ENGINEER.
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 STERILENT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR
TO PL A CEMEN T.
31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO
FINISHED GRADE BY THE PAVING CONTRACTOR UPON COmPLETION OF PA VING.
32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING.
STRIPING. BARRICADES. AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION
OF THE CITY TRAFFIC ENGINEER.
33. AS -BUIL T DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
RECORD WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
ONTANA STD 121
ONSTRUCTION OF
L UKU I IVL I ) I PfUL I UKC
(MODIFIED TO 10" CURB OPENING)
Prepared Under The Supervlslon Of : CRY OF FONTANA, CALIFORNIA
MM EPIC ENGINEERS
CIVIL ENGINEERING LAND SURVEYING PUBLIC WORKS.; DEPARTMENT
PLANNING CONSTRUCTION MANAGEMENT DRAWN BY. 1 01 E. REDLANDS BOULEVARD TELE 909 - 792 - 5969 FOffA M E"EA ffA R Y SHO OL NO. 27 SCALE:
SUITE 146 FAX 909 - 792 - 8869 JR AS SHOWN
REDLANDS, CA 92373 DESIGNEID BY: LOCWrAVENUE DATE:
TLC INRAN 312812002
201 _A0_Av0_ CHECKED BY: DRAWING NO.: Erick D. Potter Date EDP CITY ENGINEER RCE 51152 DA TQ 3708 4