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202207860 <br />ESTIMATED SUMMARY OF QUANTITIES <br />ITEM DESCRIPTION <br />QUANTITY <br />UNIT <br />6' P.C. CONCRETE PAVEMENT MTH INTEGRAL CURB <br />2,673 <br />SY <br />91BCAADE PREPARATION <br />2,673 <br />SY <br />4' CONCRETE SIDEWALK <br />438 <br />SY <br />DETECTABLE WARNING RATE <br />l6 <br />SE <br />MIND EXISTING CURB <br />PAVEMENT MARKING <br />64 <br />1 <br />LE <br />L5 <br />ADA PARKING SIGN <br />4' PVC ELECTRICAL COHORT <br />3 <br />465 <br />EA <br />LL <br />8' 0.1. WATER UNE <br />6' D.1. WATER UNE <br />140 <br />97 <br />LF <br />LF <br />FIRE 1111ptA1T ASSEMBLY <br />18%8' TAPPING TEE WITH VALVE <br />1 <br />1 <br />EA <br />EA <br />6" M.J. GA 10 VALVE W/g0X <br />8'n7T6' M.J. TEE <br />1 <br />1 <br />EA <br />EA <br />8'X8' ALA REDUCER <br />6' M.J. 60' 8EN0 <br />1 <br />1 <br />EA <br />EA <br />6' PLUG <br />6'86' PVC SANITARY SEM]? SERVICE WYE <br />1 <br />2 <br />EA <br />EA <br />6' PVC SANITARY SEWER SERVICE PIPE <br />6' SANITARY SEVER CLEANOUT <br />195 <br />3 <br />LF <br />EA <br />e' PVC CAP/PLUG <br />AREA INLET <br />3 <br />2 <br />EA <br />EA <br />18' STORM SEWER PIPE <br />503 <br />LE <br />18' FLARED END SECTION <br />1 <br />EA <br />4LET SEDIMENT PROTECTION <br />8 <br />EA <br />SILT FENCE <br />1198 <br />LF <br />CONSTRUCTION ENTRANCE <br />1 <br />EA <br />EARMWDRK <br />1 <br />LS <br />CLEARING d GRU4850 <br />1 <br />LS <br />REMOVE PAVEMENT <br />(MOVE SIDEWALK <br />2070 <br />145 <br />5Y <br />SY <br />REMOVE SIGN <br />1 <br />EA <br />REMOVE BOLLARD <br />REMOVE MODULAR 6LOO( RETAINING WALL <br />3 <br />115 <br />EA <br />1E <br />REMOVE TREE <br />REMOVE UGHT POLE <br />5 <br />2 <br />EA <br />EA <br />REMOVE UNDERGROUND POWER <br />1 <br />LS <br />GENERAL NOTES <br />ALL. WORK SHALL BE N ACCORDANCE WITH THE CITY O GRAND ISLAND STANDARD SPECIFICATIONS AND <br />STANDARD °RAMNOS. <br />THE LOCATOR OF ALL AERIAL AHD UNDERGROUND UTUTY FACILITES MAY NOT BE INDICATED ON THESE PLANS <br />UNDERGROUND UIUIIES, WHETHER 150CATED OR NOT ?ALL BE LOCATED AND FLAGGED BY THE UTILITIES AT THE <br />REQUEST OF THE CONTRACTOR. 00 EXCAVATION RILL BE PERMITTED IN THE AREA OF UNOERCROUNO UTILITY <br />FAOLITIES UNTI1 ALL SUCH FAOLLTIES HAVE BEEN LOCATED AND I0ENOF1E0 TO THE SATSFAC3ON OF ALL <br />PARTES. THE EXCAVATOR MUST BE ACCOIPUSHED WITH EXTREME CARE IN ORDER TO AVOID ANY POSSIBILITY <br />OF DAMAGE TO THE UTILITY FAOUTY. ME CONTRACTS? SHALL BE RESPONSIBLE FOR ALL DAMAGES <br />3 CONTRACTOR SHALL PRESERVE ALL PROPERTY CORNER MONUMENTS OR RE-ESTABLISH THEM IF THEY ARE <br />DISTURBED WRING CONSTRUCTION. <br />4. THE CONTRACTOR SHALL OBTAIN AND PAY ME COST O ALL REWIRED PERMITS AND FEES <br />5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONCRETE AND DENSTY TESTING REWIRED BY ME CITY OF <br />GRAND ISLAND SPECIFICATIONS <br />6. THE CONTRACTS? SHALL SE RESPONSIBLE FOR WATER MAN TE5TN0 REQUIRED BY ME CITY O GRAND ISLAND <br />SPECIFICATIONS AND PAY ALL FEES. <br />7. THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE AREA OF EXISTING MANHOLES POMP POLES. AND <br />EXISTING U1IUTIES. AND SHALL BE RESPONSIBLE FOR DAMAGES <br />4. THE TRENCHES SHALL BE BACKFILLED, MECHANICALLY TAMPED AND TESTED. BACKFILL SHALL BE COMPACTED TO <br />A MINIMUM OF 985 OF THE STANDARD PROCTOR MAIDMU9 DRY DENSITY UNDER FUTURE PAVED MEAS AND 905 <br />UNDER TURF AREAS <br />9. CONTRACTOR TO PROVEN( ALL INCIDENTAL FITTINGS NECESSARY TO COMPLETE WORK. <br />10. ALL HORIZONTAL AND VERTICAL RENDS SHALL BE BLOCKED. FOR DETAILS OF THRUST BLOCKS. ANCHORS AND TEE <br />BLOCKS SEE G.I. STANDARD PLANS 134, 134A AND 1348. CONCRETE BLOCKING FCR FITTINGS SHALL BE <br />9189018RY TO 111E FITTINGS <br />11. FOR FIRE HYDRANT INSTALLATION SEE C.I. STANDARD PLANS 135 AND 140. HYDRANT EXTENSION ARE NOT TO BE <br />USED. <br />12. FOR WATER SERVICE CONNECTION SEE G.I. STANDAR P1AN 152. <br />11 THE ENOS OF ALL SANITARY SEINER AND WATER SERVICES AND ROOF DRAIN 510BOU14 SHALL BE MARKED <br />W/S1EEL T -POSTS <br />14. NEW WATER MAIN SHAM BE POLYETHYLENE ENCASED PER G.I. STANDARD PLAN 155. <br />15. (K N0 PTV) N0 EXTERIOR POST INDICATOR VALVE IS PROVIDED A5 PER NSPA13-2003 E0. 88.15.1.1.1 92 - <br />CONTROL VALVES INSTALLED IN A VALVE ROOM ACCESSIBLE FROM THE OUTSIDE. <br />16. K THE WATER SERVICES RILL BE INSTALLED BY MORE MAN ONE CONTRACTOR, OR K THE SERVICES ARE <br />INSTALLED IN MULTIPLE STAGES, EACH PHASE Val BE SUB.ECT TO INDIVIDUAL TESTS ANO RELATED COSTS. <br />17. CONTRACTOR TO NOTIFY THE CITY 6 GRAND ISLAND ROUTES DEPARTMENT 48 HOURS BEFORE INSTALLATION OF <br />WATER LINE. <br />18. BEFORE BACKFILLING WATER MAN. CONTRACTOR TO INSURE CITY HAS CPS LOCATED ALL FITTINGS <br />19. CAST WON RINGS, COVERS FRAMES AM GRATES FOR STORM SERER STRUCTURES RILL NOT BL PAID <br />SEPARATELY. <br />20. SAW CUTTING PAVEMENT FOR REMOVAL STALL BE FULL DEPTH AND SUBSIDIARY TO PAVEMENT REMOVAL. <br />REMOVAL SHALL OCCUR AT EXISTING JOINTS MERE POSSIBLE. <br />21. ALL 6" P.C. CONCRETE PAVEMENT SHALL BE ROOT CLASS 478-3500 AND SHALL USE TYPE IP CEMENT AND <br />HAVE A 28 DAY CONPRES9VE STRENGTH OF 3500 P9. <br />22. 01.1. CONCRETE SIDEWALKS SPIAL BE NDOT CLASS EX -3000 ANO SHALL USE 1YPE IP CEMENT AND HAVE A 28 <br />DAY COMPRESSIVE STRENGTH OF 3000 PS. <br />23. THE MAXIMUM JOINT SPACING FOR 6' CONCRETE PAVEMENT SHALL BE 12' UNLESS 07104499: NOTED. <br />24. THE MAXIMUM JOTS SPACING FOR 6' CONCRETE SIDEWALK 9101 BE THE MDM OF ME WAX UNLESS <br />OTHERMSE NOTED. <br />25. CONTRACTOR TO MATCH EXISTING JOINTS TO PROPOSED JOINTS IF POSSIBLE. <br />26. CONSTRUCTION OF ALL JOINTS INCLUDING DOWELS AND TE BARS SHALL BE CONSIDERED 5U04OARY TO <br />CONCRETE PAVEMENT. <br />27. ALL PAVEMENT SHALL HAVE A UGNT BROOM FIN191. <br />28. CONTRACTOR TO SUBMIT OWN JOINT PATTERN TO ENGINEER AND ARCHITECT FOR APPROVAL IF MODIFIED FROM <br />PROPOSED. <br />29. SLE GRAND ISLAND STANDARD PLM 102 FOR PAVEMENT JOINT OETALS <br />30. ALL EVANSON JOINTS ALONG 90080LKS SHALL BE FILLED MN GRAY SELF LEVELING <br />URETHANE SEALANT. <br />31. ANY PANELS MAT CONTAIN RANDOM CRACKING MLL BE CONSIDERED UNACCEPTABLE. THE ENGINEER TALL DECIDE <br />MEANER TO REPLACE OR REPAIR THE PANEL THE CONTRACTOR SHALL REPLACE OR REPAIR THESE PANELS AT <br />ME DIRECTION OF THE ENGINEER AT NO COST TO THE A 205 DEDUCTION TALL BE ASSESSED ON AN REPAIRED <br />PANEL. ANY PANEL THAT 15 REPLACED MLL NOT BE ASSESSED A 20% DEDUCTION. <br />32. CONSTRUCTION STAGING SHALL BE COMPLETED BY ME OWNER. <br />33. TRAFFIC CONTROL SHALL BE THE RESPONSIBILITY O ME CONTRACTOR AND C0890ERE0 SUBSIDIARY. <br />CONTRACTOR SHALL ADHERE TO TRAFFIC CONTROL PLAN INCLUDED AND PAY ALL COSTS FOR PROVIDING <br />SWAGE FOR WORK UNDER WEBS ROAD AND STATE STREET. <br />34. THE ENGINEER SHALL DEVELOP STORM WATER POLLUTION PRE4RTON RAN AND THE CONTRACTOR SHALL BE <br />RESPONSIBLE FOR ITS IMPLEMENTATION. <br />35. EROSION CONTROL BLANKET SHALL BE NORTH AMERICAN GREEN 5-150 OR WESTERN EXCE190R 5S-2 OR <br />APPROVED EQUIVALENT LISTED ON *007 APPROVED PRODUCTS UST FOR CLASS ID STRAW BLANKET. BLANKET <br />SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND ROOT STANDARD PLAN 501-45. <br />36. THE GROUND WATER ELEVATOR AS OF MAY 31. 2022 WAS 1859.39 RECORDED AT WELL 9009 LOCATED U5 HWY. <br />281 A CAPITAL AVENUE. THE PREVIOUS RECGR HIGH ELEVATOR 15 1864.71 AT NIS LOCATION CM MAY 10, 1994. <br />THE AVERAGE READING AT 1015 LOCATION I5 1859.24 <br />37. PRIOR TO MOVING OFF SITE TiE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING REQUESTING A FINAL <br />WALK-THROUGH OF THE PROJECT. <br />9 <br />C <br />0 =w <br />24 - <br />Z <br />0 <br />OL <br />6�TT W <br />QQ <br />Z= <br />wa <br />Z <br />0 <br />U <br />w»4 <br />NANG* _EMT <br />mm _ROLM <br />SHEET <br />2 of 14 <br />