HomeMy WebLinkAbout5413-2 GENERAL NOTES LEGEND ABBREVIATIONS
1. CONTRACTOR SHALL ESTABLISH PROJECT CONTROL PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. NEW EXISTING 0 DIAMETER, PHASE
2. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL FOR DURATION OF CONSTRUCTION ACTIVITIES. ALL TRAFFIC CONTROL DEVICES, SPACING AND IMPLEMENTATION SHALL CONFORM TO BENCHMARK (E) EXISTING
THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CMUTCD) AND THE WORK AREA TRAFFIC CONTROL HANDBOOK. (WATCH) THE MOST CURRENT EDITION OF EACH
REFERENCE SHALL APPLY. WHERE A CONFLICT OCCURS BETWEEN THE CMUTCD AND THE WATCH MANUAL, CMUTCD SHALL GOVERN. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL (N) NEW
PLAN FOR EACH WORK LOCATION PRIOR TO BEGINNING WORK. CONCRETE -4: :
AB AGGREGATE BASE
3. CONTRACTOR SHALL NOTIFY THE CITY OF FONTANA AT LEAST 48 HOURS IN ADVANCE OF THE START OF ANY CONSTRUCTION ACTIVITY. ALL UTILITY SHUTDOWNS ARE TO BE i
COORDINATED THROUGH THE CITY PUBLIC WORKS DEPARTMENT. ANY TEMPORARY SUSPENSION OF THE WORK OR SUBSEQUENT RESUMPTION OF WORK REQUIRES THE NOTIFICATION DEMOLITION jX AC ASPHALT CEMENT
OF THE CITY AND THE ENGINEER.
ELEVATION 100.27 BLDG BUILDING
4. CONTRACTOR SHALL EXCAVATE AND EXPOSE ALL UTILITY CROSSINGS OR CONNECTIONS AFFECTED BY THE WORK. ALL EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND
PROTECTED TO THE SATISFACTION OF THE CITY. IN THE EVENT OF DAMAGE TO ANY UTILITY OCCASIONED BY THE CONTRACTOR OPERATIONS, THE CONTRACTOR, AT HIS SOLE COST CDF CONTROL DENSITY FILL
AND EXPENSE, WILL IMMEDIATELY CAUSE REPAIRS TO BE MADE TO THE SATISFACTION OF THE AFFECTED UTILITY. NOTIFY THE ENGINEER OF ANY ADJUSTMENTS NECESSITATED BY
WAY OF CONFLICT WITH EXISTING UTILITIES. GROUT ` ` CONC CONCRETE
5. CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN, CONES OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE DI DUCTILE IRON
SPECIFICATIONS. CHAIN LINK FENCE X
DIP DUCTILE IRON PIPE
6. CONTRACTOR SHALL REPLACE, AT HIS EXPENSE, ALL TREES, SHRUBS, LAWNS, FENCES, IRRIGATION SYSTEMS AND IMPROVEMENTS WHICH ARE TO REMAIN INTACT BUT HAVE BEEN
REMOVED OR DAMAGED DURING CONSTRUCTION. CONTRACTOR SHALL NOT REMOVE OR DAMAGE IMPROVEMENTS LOCATED WITHIN CITY PROPERTY WITHOUT WRITTEN PERMISSION SANITARY SEWER SS SS EL, ELEV ELEVATION
FROM THE CITY; OR FROM PRIVATE PROPERTY WITHOUT WRITTEN PERMISSION FROM THE PROPERTY OWNER.
ELL ELBOW
7. ALL PERMANENT IMPROVEMENTS REMOVED OR DAMAGED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL LOCATION AND CONDITION BY THE CONTRACTOR USING NEW SANITARY SEWER FORCE MAIN
MATERIALS AS DIRECTED BY THE ENGINEER. FL FLANGE
8. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. IF FIELD CONDITIONS VARY SIGNIFICANTLY FROM THE CONSTRUCTION PLANS, CONTRACTOR STORM DRAIN SD FM FORCE MAIN
SHALL INFORM THE ENGINEER IMMEDIATELY.
FPT FEMALE PIPE THREAD
9. CONTRACTOR BEARS SOLE RESPONSIBILITY FOR THE DESIGN AND IMPLEMENTATION OF SHORING. GAS LINE G
G GAS
10. BEFORE DIGGING, CALL UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600. CONTRACTOR SHALL COORDINATE WITH USA TO LOCATE EXISTING UTILITIES AND EXCAVATE WITH
CAUTION TO AVOID UTILITY DAMAGE. CONTRACTOR IS LIABLE FOR ALL UTILITY DAMAGE REPAIR AS A RESULT OF HIS OPERATIONS. OVERHEAD POWER // OH— GALV GALVANIZED
11. CONTRACTOR SHALL EXERCISE DUE CARE AND CONCERN TO AVOID INJURY TO EXISTING FACILITIES IMPROVEMENTS, UTILITIES, AND PROPERTY. CONTRACTOR TO REPLACE OR GPM GALLONS PER MINUTE
RESTORE TO INITIAL CONDITIONS ANY FACILITIES, IMPROVEMENTS, UTILITIES, OR OTHER PROPERTY DAMAGED OR DISTURBED AS A RESULT OF CONSTRUCTION. COMMUNICATIONS
COM
GRV GROOVE
12. CONTRACTOR SHALL LOCATE ELECTRICAL TRENCHES TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL PROTECT EXISTING UTILITIES IN PLACE AS REQUIRED BY TRENCH
INSTALLATION. WATER MAIN HP HORSEPOWER
13. CONTRACTOR TO MAINTAIN A MEANS OF ACCESS TO PROPERTIES, DRIVEWAYS, AND DWELLINGS AT ALL TIMES. INV INVERT
14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPLACE ALL STREET MONUMENTS, LOT CORNER PIPES, AND GRADE STAKES DISTURBED DURING THE PROCESS OF CONSTRUCTION AT WATER VALVE L ANGLE
THE DIRECTION OF THE CITY ENGINEER.
15. ALL SURPLUS AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND PUBLIC RIGHT-OF-WAY.
TREE MCC MOTOR CONTROL CENTER
MFR MANUFACTURER
16. THE CONTRACTOR SHALL NEITHER WASTE NOR DEPOSIT ANY HAZARDOUS MATERIALS ON THE GRADING SURFACES OR WITHIN THE GRADED CUT AND FILL AREAS OF THIS PROJECT, BOLLARD
•
INCLUDING BUT NOT LIMITED TO GASOLINE OR DIESEL FUELS, MOTOR OILS OR TRANSMISSION FLUIDS, ANTIFREEZE, HYDRAULIC FLUIDS, LUBRICANTS, STARTING FLUIDS AND FILTERS, MJ MECHANICAL JOINT
AND/OR CONTAINERS FOR THESE PRODUCTS. HAZARDOUS MATERIAL SPILLS THAT OCCUR AS A RESULT OF EITHER EQUIPMENT FAILURES OR VANDALISM, INCLUDING ALL ADJACENT
CONTAMINATED SOILS, SHALL BE REMOVED AND TRANSPORTED TO AN ENVIRONMENTALLY APPROVED DISPOSAL SITE. ALL REMOVAL, TRANSPORTATION AND DISPOSAL COSTS SHALL CENTER LINE Q NTS NOT TO SCALE
BE THE RESPONSIBILITY OF THE CONTRACTOR OR HIS SUBCONTRACTORS.
OC ON CENTER
17. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT IN THE STREET RIGHT-OF-WAY SHALL NOT BE PERMITTED, EXCEPT AT LOCATION(S) APPROVED BY THE CITY TRAFFIC ENGINEER.
PE PLAIN END
18. PUMP STATIONS ARE LOCATED AT THE FOLLOWING ADDRESSES:
18.1. SOUTHRIDGE: 13775 GREEN VISTA DRIVE PVC POLYVINYL CHLORIDE
18.2. LOCUST: 9089 LOCUST AVENUE
18.3. BARBEE: 7998 GRACE AVENUE (LOCATED ON BARBEE SIDE OF PROPERTY) REQ'D REQUIRED
19. FOR LOCAL UTILITY COORDINATION CONTACT: RFCA RESTRAINED FLANGE COUPLING ADAPTER
19.1. WATER: FONTANA WATER COMPANY, JIM CHAPMAN (909) 822-2201
19.2. ELECTRICAL: SOUTHERN CALIFORNIA EDISON, TIM KEETLE (909) 357-6520 SCH SCHEDULE
19.3. NATURAL GAS: SOUTHERN CALIFORNIA GAS COMPANY, TYPREE LEE, (909) 335-7756
SS SANITARY SEWER, STAINLESS STEEL
SSFM SANITARY SEWER FORCEMAIN
STL STEEL
TYP TYPICAL
VCP VITRIFIED CLAY PIPE
W WATER
W/ WITH
RECORD DRAWING
BASED ON FIELD INFORMATION
PROVIDED BY HPS MECHANICAL, INC.
SHOULD CONSTRUCTION OF THE REQUIRED
0 ti O Prepared Under The Supervision of : CITY OF FO NTANA, CALIFORNIA
IMPROVEMENTS NOT COMMENCE WITHIN TWODO Schaaf wheeler Of:-
SANITARYSEWERPUMPSTATIONREPAIRSr DRAWN BY: SCALE:
YEARS OF THE DATE OF APPROVAL SHOWN HEREON `� CONSULTING CI`JIL ENGINEERS870 MARKET STREET, SUITE 1278 GMA NOTES & LEGNEDAs sHoWN
AND CARRIED FORTH IN A DILIGENT MANNER, THE DIAL �� TWO WORKING DESIGNED BY: DATE:
BEFORE I, DAYS BEFORECITY ENGINEER MAY REQUIRE REVISIONS TO THE Y, Y❑u DIG SAN FRANCISCO, CA 9410247 GMA 04/12/13
YOU DIGPLANS TO BRING THEM INTO CONFORMANCE WITH TOLL FREE 1-800-227-2600 REV. 1 RECORD DRAWINGS 5/6/15 BES (415) 433-4848 Date s CHECKED BY: APPRO/ED a / DRAWING NO.: 2
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BENJAMIN L. SHICK R.C.E. 68 13 /� DATE:(1 . 611• /
STANDARDS IN EFFECT. REVISION DESCRIPTION DATE ENGR. CITY DATE BLS CITY NGINEER R.C.E. 51152 C2 3
Al /10. 54/3