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• ESTIMATE OF QUANTITIES CONTRACT NO.1 <br />THIS PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION OF WISCONSIN —EDITION OF 1963, GRADING, SUBBASE, BASE AND <br />BIT. CONC. SURFACING <br />APPROVED OCTOBER 16, 1963, FEDERAL AID REQUIRED CONTRACT PROVISIONS APPROVED OCT. 29, 1963 AND SPECIAL PROVISIONS AS ATTACHED TO PROPOSALS. <br />DETAIL SUMMARY SHEET OF MISCELLANEOUS QUANTITIES <br />CLEARING & GRUBBING <br />Station - Station Clearing Grubbing <br />119+00-121+00 2 2 <br />123+00-130+00 7 7 <br />12'8"+00-14„B"+00 2 2 <br />GRAVEL OR CRUSHED STONE BASE COURSE <br />Station - Station Location Cu. Yd. <br />110+00-133+00 <br />S. T. H. 73 <br />3,105 <br />2"811+00-1.9'B"+00 <br />C. T. H. "B" <br />1,505 <br />S. T. H. 73 - C. T. H. "B” <br />intersection <br />200 <br />126+20 <br />P.E. Right <br />75 <br />106+00-110+00 <br />Temp, Conn. <br />540 <br />METAL <br />131+41 <br />LT. & RT. <br />2'B"+00 <br />LT. & RT. <br />4"B"+�0/,0q <br />LT. & RT. <br />8'B"+03 <br />LT. <br />&'B'1+16 <br />RT. <br />12'B"+00 <br />LT. & RT. <br />GRAVEL <br />LT. & RT. <br />III <br />I I <br />SALVAGED TOPSOIL SHALL BE PLACED TO AN APPROXIMATE DEPTH OF 4" <br />APRON ENDWALLS <br />APRON <br />28 <br />111 <br />P. E RT. I I <br />AT TIME OF PLACING ON ALL CUT AND FILL SLOPES. <br />51B"+15 <br />36 <br />72 <br />CMCP <br />It I I <br />ALL THE RIGHT OF WAY, EXCLUSIVE CF THE SUBGRADE AND AREAS ALREADY <br />OR <br />BITUMINOUS <br />BITUMINOUS <br />CULVERT <br />PIPE <br />FOR CULVERT PIPE <br />ENDWALLS <br />MARKER <br />I- INLET <br />D- DISCHARGE <br />STATION <br />ET LENGTH <br />GRANULAR <br />CRUSHED <br />MATERIAL <br />BITUMINOUS <br />MATERIAL <br />CLASS <br />ORRUGATED <br />ENGINEER IN THE FIELD, EXCEPT THE CONTROLLED LOCATIONS SHOWN ON THE <br />FOR <br />POSTS <br />SALVAGED <br />TO <br />OF <br />CLEARING <br />GRUBBING <br />UNCLASSIFIED <br />SUBBASE <br />FINISHING <br />STONE <br />FOR <br />CONCRETE <br />FOR <br />111 <br />METAL <br />CULVERT <br />FOR <br />C. T. H. "B" <br />FERTILIZER <br />SEEDING <br />10, 036 C. Y. <br />IS MEASURED FOR PAYMENT BY THE TON OR CUBIC YARD, THE DEPTH OR THICKNESS <br />S. T. H. 73 <br />EXCAVATION <br />COURSE <br />ROADWAY <br />BASE <br />PRIME <br />PAVEMENT <br />SURFACE <br />18" 24" <br />36" <br />18" 24" <br />PIPE, <br />RIGHT <br />TOPSOIL <br />STATION <br />CENTERLINE <br />COURSE <br />COAT <br />COURSE <br />36" <br />OF WAY <br />ITEM NO. <br />20101 <br />20104 <br />20503 <br />21201 <br />21.301 <br />30401 <br />40202 <br />40701 <br />40702 <br />52003 5200 <br />52111 <br />52061 520 3 <br />52151 <br />61 <br />2505 <br />62901 <br />63001 <br />UNIT LIN. FT. <br />STA. <br />STA. <br />C.V. <br />C.Y. <br />L.S. <br />C.Y. <br />GAL, <br />TON <br />TON <br />L.F. L.F. <br />L.F. <br />EACH EACH <br />EACH <br />EACH <br />S.Y. <br />CWT. <br />S.Y. <br />133+00 <br />2.300 <br />11 <br />11 <br />37, 000 <br />5,570 <br />1 <br />5,425 <br />3.030 <br />1.845 <br />110 <br />28 102 <br />72 <br />2 2 <br />26 <br />71 7on <br />75 <br />96 cm <br />DETAIL SUMMARY SHEET OF MISCELLANEOUS QUANTITIES <br />CLEARING & GRUBBING <br />Station - Station Clearing Grubbing <br />119+00-121+00 2 2 <br />123+00-130+00 7 7 <br />12'8"+00-14„B"+00 2 2 <br />GRAVEL OR CRUSHED STONE BASE COURSE <br />Station - Station Location Cu. Yd. <br />110+00-133+00 <br />S. T. H. 73 <br />3,105 <br />2"811+00-1.9'B"+00 <br />C. T. H. "B" <br />1,505 <br />S. T. H. 73 - C. T. H. "B” <br />intersection <br />200 <br />126+20 <br />P.E. Right <br />75 <br />106+00-110+00 <br />Temp, Conn. <br />540 <br />RIGHT OF WAY MARKER POSTS <br />Station Side <br />105+11 <br />LT. & RL <br />111+76 <br />RT. <br />111+95 <br />LT. <br />116+22 <br />LT. <br />116+50 <br />RT. <br />118+31 <br />RT. <br />120+00 <br />RT. <br />126+70.30 <br />LT. & RT. <br />131+41 <br />LT. & RT. <br />2'B"+00 <br />LT. & RT. <br />4"B"+�0/,0q <br />LT. & RT. <br />8'B"+03 <br />LT. <br />&'B'1+16 <br />RT. <br />12'B"+00 <br />LT. & RT. <br />1418"+50 <br />LT. & RT. <br />SODDING <br />Location Sq. Yd. <br />Undistributed 200 <br />No, <br />+� Iodudes <br />herds E <br />&PR.PROJECT <br />SHEET <br />TOTAL <br />REGION <br />LANDMARK <br />NO. <br />SHEETS <br />4 <br />S 0245 (5) <br />3 <br />/?, <br />STA. <br />P i P E <br />123+14 <br />LANDMARK <br />FIELD REMOVING <br />SODDING <br />REFERENCE <br />OFFICE OLD <br />MONUMENTS <br />CULVERT <br />63101 <br />62101 <br />I 20301 <br />S.Y. <br />FACH <br />I c I c <br />GENERAL NOTES <br />LANDMARK REFERENCE MONUMENTS <br />LOCATION QUANTITY <br />118 + 31 2 <br />STANDARD DETAIL DRAWINGS <br />6-2.6.4 APRON ENDWALLS FOR CULVERT PIPE AND PIPE ARCH <br />7-1.3.5 MARKER POST AND MARKER POSTS FOR RIGHT OF WAY <br />7-4.1.4 CONSTRUCTION BARRICADE <br />8-2.1.4 SODDED BACKSLOPE FLUME & INTERCEPTING EMBANKMENT. <br />12-I.I.2 LANDMARK REFERENCE MONUMENTS <br />UTILITIES <br />CHRISTIANA FARMERS TELEPHONE CO. <br />WEST DUNKIRK ELECTRIC LINE CO. <br />ABBREVIATIONS <br />UNCL. = UNCLASSIFIED EXCAVATION <br />C. P. = CULVERT PIPE <br />C. M.C.P. = CORRUGATED METAL CULVERT PIPE <br />P. L. = PROPERTY LINE <br />L.H.F. " LEFT HAND FORWARD <br />P i P E <br />CULVERTS <br />NO TREES ARE TO BE REMOVED WITHOUT THE APPROVAL OF THE <br />ENGINEER. <br />Dia <br />Length <br />Type or <br />Loca- Apron <br />Station <br />Inch <br />Lin, fL <br />Class <br />tion Endwalls <br />SHRINKAGE VARIABLE, ESTIMATED AT 20%. <br />124+00 <br />24 <br />102 <br />III <br />I I <br />SALVAGED TOPSOIL SHALL BE PLACED TO AN APPROXIMATE DEPTH OF 4" <br />126+20 <br />18 <br />28 <br />111 <br />P. E RT. I I <br />AT TIME OF PLACING ON ALL CUT AND FILL SLOPES. <br />51B"+15 <br />36 <br />72 <br />CMCP <br />It I I <br />ALL THE RIGHT OF WAY, EXCLUSIVE CF THE SUBGRADE AND AREAS ALREADY <br />COVERED WITH SUITABLE GRASSES, SHALL BE FERTILIZED AND SEEDED, <br />I- INLET <br />D- DISCHARGE <br />EXACT LOCATION OF ACCESS POINTS SHALL BE DETERMINED BY THE <br />EARTHWORK <br />ENGINEER IN THE FIELD, EXCEPT THE CONTROLLED LOCATIONS SHOWN ON THE <br />MASTER PLAT. <br />Location <br />Quantity <br />WHEN,THE QUANTITY OF THE ITEMS OF SUBBASE, BASE OR SURFACE COURSE <br />C. T. H. "B" <br />10, 036 C. Y. <br />IS MEASURED FOR PAYMENT BY THE TON OR CUBIC YARD, THE DEPTH OR THICKNESS <br />S. T. H. 73 <br />564 C. Y. <br />OF THE COURSE SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS <br />E B. S. (Undistributed) <br />400 C. Y. <br />WILL DEPEND ON THE DISTRIBUTION OF THE MATERIAL AS DIRECTED BY THE ENGINES <br />BEARINGS SHOWN ON THIS PLAN ARE THE TRUE BEARINGS SHOWN TO THE <br />NEAREST MINUTE. <br />EXCAVATION BELOW SUBGRADE IS SHOWN IN THE BALANCE POINTS AND IS <br />ADDED IN "UNCLASSIFIED EXCAVATION" BUT IS NOT SHOWN ON THE <br />CROSS SECTIONS. <br />LANDMARK REFERENCE MONUMENTS <br />LOCATION QUANTITY <br />118 + 31 2 <br />STANDARD DETAIL DRAWINGS <br />6-2.6.4 APRON ENDWALLS FOR CULVERT PIPE AND PIPE ARCH <br />7-1.3.5 MARKER POST AND MARKER POSTS FOR RIGHT OF WAY <br />7-4.1.4 CONSTRUCTION BARRICADE <br />8-2.1.4 SODDED BACKSLOPE FLUME & INTERCEPTING EMBANKMENT. <br />12-I.I.2 LANDMARK REFERENCE MONUMENTS <br />UTILITIES <br />CHRISTIANA FARMERS TELEPHONE CO. <br />WEST DUNKIRK ELECTRIC LINE CO. <br />ABBREVIATIONS <br />UNCL. = UNCLASSIFIED EXCAVATION <br />C. P. = CULVERT PIPE <br />C. M.C.P. = CORRUGATED METAL CULVERT PIPE <br />P. L. = PROPERTY LINE <br />L.H.F. " LEFT HAND FORWARD <br />