HomeMy WebLinkAboutWTR2703458_1 L. ASA
OT weaq� LG
22780
� IST7<S
IONAL �'
SIGNED. 07101109
0 TA
M$�L
a� o
38613
$d0 t9TEg1ST1
69 S
TONAL
SIGNED. 07101109
� Y O
EN ERAL NOTES G O S ♦ � ♦
1. CONSTRUCTION STANDARDS
ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE CONSTRUCTION DRAWINGS, �T O ,
TECHNICAL SPECIFICATIONS, THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE, THE RENTON MUNICIPAL CADWELD TYPE TA. CADWELD CABLE 1 V
CODE, AND THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS. TO CABLE TEE CONNECTION.
2. CONSTRUCTION SAFETY
THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES WHILE W
PERFORMING CONSTRUCTION WORK ON THIS PROJECT. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE BARE COPPER CONDUCTOR
STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE SIZE PER ONE-LINE DIAGRAM
WITH THE PLANS. PROPOSED CONCRETE COVER.
3. EXISTING FACILITIES AND UTILITIES FINISHED GRADE c
a. EXISTING FACILITIES: DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ACCESS TO THE EXISTING FACILITIES z J
UNTIL THE PROPOSED IMPROVEMENTS ARE OPERATIONAL AND APPROVED IN WRITING BY THE OWNER.
b. ALL UTILITIES: EXISTING UTILITIES INDICATED ANYWHERE ON THE DRAWINGS HAVE BEEN PLOTTED FROM THE BEST
INFORMATION AVAILABLE TO THE ENGINEER AND SURVEYOR. THE SOURCE OF INFORMATION GENERALLY CONSISTS OF PROPOSED CONCRETE GROUND ROD TEE DETAIL �.
CONSTRUCTION RECORDS, UTILITY LOCATES, AND OTHER DATA OBTAINED VERBALLY FROM OFFICIALS ASSOCIATED WITH PROTECTOR 13" DEPTH X 12" HEIGHT WITH
THE PARTICULAR UTILITY. OWNER AND ENGINEER DO NOT GUARANTEE NOR ASSUME RESPONSIBILITY FOR THE COVER. PIPE INC. #12R-12A & 12R-12T, OR NOT TO SCALE low,
W
F
ACCURACY OF THIS INFORMATION. IT IS UNDERSTOOD THAT OTHER ABOVE GROUND AND UNDERGROUND FACILITIES EQUAL. Q
-60
NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALL CADWELD TYPE XA. CADWELD
VERIFY THE TRUE AND CORRECT LOCATION OF EXISTING UTILITIES TO AVOID DAMAGE OR DISTURBANCE. THE CADWELD TYPE GR CABLE TO CABLE CROSS
CONTRACTOR SHALL REPAIR ALL DAMAGED UTILITIES IMMEDIATELY. CONNECTION. J
BARE COPPER CONDUCTOR BARE COPPER CONDUCTOR CADWELD CABLE TO GROUND
SIZE PER ONE-LINE DIAGRAM ROD CONNECTION. Q
4. PRE-CONSTRUCTION CONFERENCE w W U
A PRE-CONSTRUCTION CONFERENCE AND TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING 0.4
Z
CONSTRUCTION. PRE-CONSTRUCTION CONFERENCE REQUIREMENTS FOR SPECIFIC WORK ITEMS ARE NOTED IN THE �T
PLANS AND SPECIFICATIONS. Y4 F•I••� �j
3/4" X 8' COPPER GROUND �-+ J
5. PERMITS AND INSPECTIONS PROPOSED "x8' LONG ROD. BARE COPPER CONDUCTOR O ® Q
a. PERMITS: THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. SEE COPPER GROUND ROD. SIZE PER ONE-LINE DIAGRAM r� W
SPECIFICATIONS FOR FURTHER INFORMATION REGARDING PERMITS. t. It J
b. INSPECTION: THE CONTRACTOR SHALL OBTAIN ALL BUILDING DEPARTMENT INSPECTIONS DURING CONSTRUCTION. SOME W W
OF THE INSPECTIONS WILL BE PERFORMED BY A REPRESENTATIVE OF THE CITY OF RENTON. THE CONTRACTOR SHALL
NOTIFY THE OWNER 24 HOURS IN ADVANCE OF ANY BACKFILLING OR COVERING OF CONSTRUCTION. 0=04 � z 0
6. MAINTAINING FACILITY OPERATIONS ROD DETAIL ../ W z
EACH FACILITY HAS A RESTRICTION FOR ALLOWABLE DOWNTIME DURING CONSTRUCTION OF THE PROPOSED O CROSS DETAIL
IMPROVEMENTS. SEE NOTES FOR EACH INDIVIDUAL FACILITY LOCATED ON SHEETS 2, 3, AND 4. NOT TO SCALE NOT TO SCALE Q
7. MT. OLIVET BPS AND ROUSER WAY BPS SHALL NOT BE OUT OF SERVICE AT THE SAME TIME. GROUND ROD CONNECTION DETAIL GROUNDING DETAILS
8. CONTRACTOR INITIATED CHANGES NOT TO SCALE
NOT TO SCALE C
CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR APPROVAL PRIOR TO FABRICATION OR C
CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY, WILL NOT SATISFY THIS REQUIREMENT. N
9. TRAFFIC CONTROL NOTES
THE CONTRACTOR SHALL PROVIDE FOR EMERGENCY VEHICLE ACCESS TO ALL STREETS WITHIN AND ADJACENT TO THE i
CONSTRUCTION SITES. THE CONTRACTOR SHALL PROVIDE 48-HOUR NOTICE TO EMERGENCY DEPARTMENTS WHICH MAY BE
AFFECTED BY ACTIONS OF THE CONTRACTOR.
E N G I N E E R S
AT NO TIME SHALL ACCESS TO ANY OF THE FACILITIES BE CLOSED DURING CONSTRUCTION. P L A N N E R S
SCIENTISTS
10. DAILY CLEANUP
THE CONTRACTOR SHALL CLEANUP ALL AREAS AFFECTED BY CONSTRUCTION ACTIVITIES ON A DAILY BASIS TO THE
SATISFACTION OF THE OWNER. THIS INCLUDES REMOVAL OF ALL DUST, MUD, ROCKS, ASPHALT DEBRIS, AND REFUSE FROM RH2 ENGINEERING,INC.
httpSTREETS, SIDEWALKS, DRIVEWAYS, AND ANY OTHER AREAS AFFECTED BY THE CONSTRUCTION ACTIVITIES. FAILURE TO mailbox@rh2.com
mailboxC�rh2.com
CLEANUP TO THE SATISFACTION OF THE OWNER WILL NECESSITATE A SHUTDOWN OF THE PROJECT UNTIL CLEANUP IS 1.800.720.8052
PROPERLY PERFORMED.
BELLINGHAM OFFICE
11. CONSTRUCTION STAGING AREAS 360.676.0836
THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR DETERMINING THE LOCATION OF CONSTRUCTION STAGING 454 West Horton Road
AREAS.
BOTHELL OFFICE
425.951.5400
12100 NE 195th Street, Suite 100
EAST WENATCHEE OFFICE
509.886.2900
300 Simon Street, Suite 5
PORT ORCHARD OFFICE
360.876.7960
600 Kitsap Street, Suite 101
SCALE: SHOWN
0 1" 2"
DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
PLOT: 1 DWG NO.
ENGINEER:MM G01
REVIEWED:MM
DATE: FEB 4, 2010 SHEET No
CLIENT: REN
ADDENDUM / ISSUED FOR CONSTRUCTION CMR CMR 02/04/10 JOB NO: 108-109 4
NO. REVISION BY REVIEW DATE FILENAME:PSEU-D-GOI