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<br /> <br />It. <br /> <br />* 14' <br /> <br />** 13.5' <br />*** 14.5' <br /> <br />VARIES <br /> <br />4" DRAIN TILE (TYP) <br />TRENCHED IN <br /> <br />It. <br /> <br />:::; <br /><( <br />.... <br />.. <br />Lf) <br />ro <br />ex) <br />0 <br />0 <br />N <br />N <br />N <br />~ <br />" <br />.0 <br />E <br />" <br />a. <br />" <br />U1 <br />>. <br />0 <br />"0 <br />C <br />0 <br />:::; <br />'" <br />~ <br />"0 <br />'" <br />0 <br />u <br />ex) <br />It) <br />..... <br />0 <br /><D <br /><0 <br />./ <br />'" <br />~ <br />0 <br />./ <br />"0 <br />0 <br />u <br />./ <br />ex) <br />It) <br />..... <br />0 <br /><D <br /><D <br />./ <br /><D <br /><D <br />-/. <br />L <br /> <br /> <br /><t <br /> <br />EXISTING CURB TO <br />REMAIN WITH SPOT REPAIRS <br /> <br /><t <br /> <br />* 30' ** <br />** * 33' <br />* 16' <br />** 16.5' <br />*** 18.5' <br /> <br />* 14' <br /> <br />** 13.5' <br />*** 14.5' <br /> <br />* 16' <br /> <br />** 16.5' <br />*** 18.5' <br /> <br />DESIGN ~ GRADE <br />0.025'/FT <br /> <br />* Prairie Dr. & Peterson Tr. <br />** Twin Lakes Ave., Unity Ave, & 72nd 5t. <br />* ** Brian Dr. <br /> <br />11/2"-LV3 WEARING COURSE MIXiURE, LVWE35030B <br />2" - LV3 NON-WEARING COURSE MIXTURE, LVNW35030B <br />EXlSTING GRAVEL BASE (THICKNESS VARIES) <br /> <br />TYPICAL SECTION <br /> <br />TYPE IV ROAD IMPROVEMENTS <br /> <br /><t <br /> <br />* 30' <br />* * * 33' <br /> <br />* 16' <br /> <br />** 17.5' <br />*** 18' <br /> <br />* 14' <br />* * 12.5' <br />*** 15' <br />EDGE MILL <br />6' (TYP) <br /> <br />* 16' <br /> <br />** 17.5' <br />* ** 181 <br /> <br /> <br />* CLEAR RIDGE AND GRANGE VIEW <br />** FOX RUN AND BRIAN WAY <br />* ** BRIAN DR. <br /> <br />11/2"-LV3 WEARING COURSE MIXTURE, LVWE35030B <br />EXISTING BITUMINOUS WEAR COURSE <br />EXISTING BITUMINOUS BASE COURSE <br />EXISTING GRAVEL BASE <br /> <br />TYPICAL SECTION <br /> <br />TYPE V ROAD IMPROVEMENTS <br /> <br />VARIES <br /> <br />It. <br /> <br />EXIST. WIDTH <br />VARIES <br /> <br />VARIES <br /> <br />l' <br /> <br />VARIES <br /> <br /> <br />2.0% <br /> <br />4" CONCRETE <br />6" OASS 5 AGGREGATE BASE <br /> <br />TYPICAL SECTION <br /> <br />SIDEWALK IMPROVEMENTS <br /> <br />-, <br /> <br />It. <br /> <br />,. '" ~ '" <br />B; 0 " <br />" ~ <br />/;; S <br />z z <br />~ ~ '" <br />~ 0 ~ <br />I< <br />0 <br />~~ <br />,,'" <br />c:~ <br />z" <br />g~ ~ <br />!<~ <br />~~I~ <br />.....0__ <br />3i~~~ <br />. 0 <br />~~~~ <br />~~~~ <br />F~;:j.....~ <br />~w~F I:ii <br />I-:E~la.. ri <br /> 00,. <br />~Iii"'~::i <br />~~~: : <br />~~iF i <br />0::0......15 .... <br />!i~~ i <br /> <br />~ <br /> <br />TYPE IV ROAD IMPROVEMENT NOTES: <br /> <br /> r;j <br />"' ~ <br />~ <br /> ~ <br /> ~ <br /> d <br /> z <br /> U <br /> ::l <br /> <br />1. REMOVE BITUMINOUS <br />2. COMPLETE ANY UTILITY WORK <br />3. INSTALL DRAINTILE <br />4. SPOT REPAIR CURB AS MARKED IN THE AELD <br />5. RESTORE ANY DISTURBED TURF AND DRIVEWAYS BEHIND THE REPLACED CURB <br />6. TEST ROLL EXISTING AGGREGATE BASE <br />7. CORRECT SOFT SPOTS AND TOLERANCE GRAVEL BASE <br />8. PAVE BASE <br />9. PERFORM STRUCTURE ADJUSTMENTS <br />10. TACK COAT <br />11. PAVE WEAR <br />12. SAW & SEAL WEAR COURSE <br /> <br />3.0" - TYPE LV4 BITUMINOUS <br />WEARING COURSE (LVWE45030B) <br />CLASS 5 AGGREGATE BASEE <br />(MATCH EXISTING THICKNESS, 6" MIN.) <br /> <br /> <br />SUBGRADE PREPARATION <br /> <br />NOTE: ALSO SEE DETAIL ON SHEET CB.02 <br /> <br />.. <br />:: <br />.. <br /> <br />TYPICAL SECTION <br /> <br />BITUMINOUS DRIVEWAY REPAIR <br /> <br />E <br />B <br />~ <br /> <br />cu~('I")g..-l ~ <br />.!:!~::= ~;;: ~ <br />t: ~Ln",'7 ~ <br />o ~~ (;l ~ ~ <br />"3=~i;! <br />IGID'3I.OU'J GO <br />A.3:~Qj~ g <br />.... U'l . ex N <br />U)~cn~~ 0 <br />N a.. ~ <br />t; <br />w <br />z <br />o <br />.. <br />@ <br /> <br />It. <br /> <br />~ 6" CONCRETE PAVEMENT <br /> <br /> <br />'. '.' ..".. ~ ..' . CLASS 5 AGGREGATE BASEE <br />'. . . : ".' . (MATCH EXISTING THICKNESS, 6" MIN.) <br /> <br />SUBGRADE PREPARATION <br /> <br />o <br />e <br />.-! <br /> <br />m <br /> <br />TYPE V ROAD IMPROVEMENT NOTES: <br /> <br />1. EDGE MILL <br />2. COMPLETE ANY UTILITY WORK <br />3. SPOT REPAIR CURB & BITUMINOUS AS MARKED IN THE AELD <br />4. RESTORE ANY DISTURBED TURF AND DRIVEWAYS BEHIND THE REPLACED CURB <br />5. PERFORM STRUCTURE ADJUSTMENTS <br />6. SWEEP <br />7. TACK COAT <br />8. PAVE OVERLAY <br /> <br />NOTE: ALSO SEE DETAIL ON SHEET CB.02 <br /> <br />TYPICAL SECTION <br /> <br />CONCRETE DRIVEWAY REPAIR <br /> <br />~ 1.S" LV 3 WEARING COURSE (LVWE35030B) <br />." 2" LV 3 NON-WEARING COURSE (LVNW35030B) <br /> <br />:'~~'/.2:;~:;t/:,~ :~":::; :::::: ::W <br />:;":,:~;:~~::':::~:':Y GEOTEXTlLE FABRIC <br />. SUBGRADEPREPARATION <br /> <br />If) <br />I- <br />Z <br />W <br />~~ <br />0> <br />CJ)O <br />Wg: <br />Z~ <br />Z- <br />-~ <br />::E- <br />....l <br />..t=: <br />W::J <br />-JO <br />:::!z <br />><( <br />O:::t <br />~W <br />Z~ <br />wtn <br />Om <br />o <br />o <br />N <br /> <br />1II <br />Z <br />o <br />6 <br />w <br />1II <br />...J <br /><{ <br />U <br />c:: <br />~ <br /> <br />NOTE: ALSO SEE DETAIL ON SHEET CB.04 <br /> <br />TYPICAL SECTION <br /> <br />STORM SEWER REPAIR ROAD RESTORATION <br /> <br />61607158CI03 <br /> <br />C1.03 <br />