202401213 - Laserfiche WebLink

Browse

PROJECT NOTES 1. THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES MAY NOT BE INDICATED ON THESE PLANS. UNDERGROUND UTILITIES, WHETHER SHOWN OR NOT, WILL BE LOCATED AND FLAGGED BY THE UTILITIES UPON THE REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF THE UNDERGROUND UTILITIES UNTIL ALL SUCH FACILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL UNDERGROUND AND AERIAL UTIUTIES AND CONSTRUCTIMS. 2. UNLESS OTHERWISE AGREED TO IN WRITING IN ADVANCE OF THE PROJECT CONSTRUCTION, THE DEPTH OF INSTALLED FACILITIES SHALL BE, ATA MINIMUM, AS FOLLOWS: A. FORTY-TWO (42) INCHES IN SOIL. B. FORTY-TWO (42) INCHES BELOW A PROJECTED SLOPE FROM THE FLOW UNE OF A DITCH AT A THREE (3) HORIZONTAL AND ONE (1) VERTICAL SLOPE. C. FORTY-EIGHT (48) INCHES UNDER A ROADWAY MEASURED FROM THE SURFACE OF SAID ROADWAY TO THE TOP OF THE INSTALLATION. D. FORTY-EIGHT (48) INCHES UNDER A STORM WATER OR CREEK CHANNEL DESIGN FLOW LINE, AND E. MAINTAIN A MINIMUM OF 24' OF VERTICAL & HORIZONTAL SPACING FROM EXISTING UTILITIES. 3. ALL POTHOLES IN SIDEWALK PANELS WILL REQUIRE FULL PANEL REPLACEMENT. 4. ANY CUT OR POTHOLE IN A CONCRETE STREET PANEL WILL REQUIRE FULL PANEL REPLACEMENT OR CORE REPLACEMENT WITH AN APPROVED EPDXY. 5. ANY CUT OR POTHOLE IN AN ASPHALT STREET LANE WILL REQUIRE SEAM TO SEAM ASPHALT MILLING AND REPLACEMENT. 8. ALL WORK ZONE TRAFFIC CONTROL, INCLUDING PEDESTRIAN CONTROL MEASURES. SHALL BE IN COMPLIANCE WITH THE MUTCD, LATEST EDITION. AND ADA. 7 PULL STRING SHALL BE INSTALLED IN EACH AND EVERY NEW CONDUIT. AERIAL FIBER INSTALLATION CITY OF GRAND ISLAND NOTES 1. INSTALUADJUST MESSENGER GABLE AND FIBER PER NESC AND UTILITY POLE OWNER REQUIREMENTS. 2. FIELD VERIFY ALL NEWLY INSTALLED MESSENGER CABLE AND FIBER CLEARANCES ARE CONSTRUCTED IN ACCORDANCE WITH NESC AND UTILITY POLE OWNER REQUIREMENTS. 3. ALL ABANDONED BOLT HOLES ARE TO BE TREATED WITH WOOD PRESERVER AND PLUGGED WITH SIMILAR MATERIALS PER OWNER REQUIREMENTS. 4. GROUNDING TO BE INSTALLED PER NESC REQUIREMENTS. 1. CONDUIT SHALL NOT BE PLACED BETWEEN THE CITY'S TRAFFIC SIGNAL CABINET AND CONNECTING TRAFFIC SIGNAL CONDUIT/POLES. CONDUIT MUST BE OFFSET A MINIMUM OF 5' FROM THE BASE OF ANY TRAFFIC SIGNAL CABINET, TRAFFIC SIGNAL POLE, OR TRAFFIC SIGNAL PULL BOX. 2 CONTRACTOR WILL BE REQUIRED TO OBTAIN A PERMIT TO WORK IN THE ROW (INCLUDING A TRAFFIC CONTROL PLAN) BEFORE ANY PHYSICAL WORK IS TO TAKE PLACE. 3. LOCATE FLAGS SHALL BE REMOVED AFTER THE 'EXCAVATOR' HAS DETERMINED THE WORK 15 COMPLETE. 4. IF SIGNAL CONDUIT/WIRE WAS TO BE CROSSED THE NEW LINE SHALL BE A MINIMUM OF 8' DEEP WHERE CROSSING AND THE EXISTING SIGNAL CONDUIT SHALL BE POTHOLED AND VERIFIED ONSITE PRIOR TO BORING. 5. STREETS DIVISION SHALL BE CONTACTED PRIOR TO WORK BEGINNING AT 308-385-5322 ANY KEYHOLE POTHOLING LOCATIONS IN THE ROADWAY SHALL BE APPROVED BY THE STREETS DIVISION AND SHALL BE FILLED WITHIN FIVE DAYS OF POTHOLING. 8. NO HANDHOLDS OR VAULTS SHALL BE PLACED N THE FLOWLINE OR SLOPED BANK OF DRAINAGE DITCHES. IF IT HAS TO BE PLACED ON SLOPED BANK THE FINAL GRADE OF HANDHOLD OR VAULT LID SHALL MATCH THAT OF THE SLOPED BANK. EROSION CONROL SHALL BEN PLACE FOR ALL OPEN EXCAVATIONS ADJACENT TO DRAINAGE DITCHES. ALL DRAINAGE DITCH FLOWLINES MUST BE RESTORED BEFORE JOB IS DONE. PROJECT N0. PO -97109 SHEET NO. UPN: 2 JEO: 23029838 Dete f8#44R-2014 New: BRE CM4u0. .1011 A oro e0: MAF Unite CENTURYLINK LUMEN 703 S WEBB RD GRAND ISLAND, NE Know what's below. Call before you dig. PRIOR ro CONSTRUCTION CALL 811 FOR LOCATION OF UNDERGROUND TELEPHONE. ELECTRIC, GAS MANS, CABLE TELEVISION AND OTHER UTILITIES. EJOSTNG UNDERGROUND AND OVERHEAD UTLRES AND DRAINAGE STRUCTURES HAVE BEEN PLOTTED FROM AVAILABLE INFORMATION AND THEREFORE, THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS THE RESPONSIBILITY OF THE INDIVIDUAL CONTRACTORS TO EXACTLY LOCATE AND PROTECT EACH EXISTING UTILITY BEFORE AND DURING ACTUAL CONSTRUCTION. JEO CONSULTING GROUP INC 1937 N. CMehvl St* Walm, NE 89988 1 !89.723.8587 JEO ConMBp 0,0*, M Orgenesem Ceterale al Aulled lba Number: CAL009 GENERAL NOTES