�' 0 � " g :z: " w ! � ,� ·� �o Q � o 0 "' ---1 "m N 0 09 �� �� �8 u .. ON � " .0 < � . " oW - Q .� \al -" "" :I! �� zu 80' �· 0� o"I %� < C 0w :a; 0 a:: LL wa:: 0.. w _J _J LL z 0 7 f-- z 0 7 w (/J W=5 MIN a w:: > (/J z <l'. a:: 0 f-- w z :a; 0 a:: WIDTH OF WALK OR MAX 6'-0" 7 BETWEEN TRANSVERSE JOINTS w LL (/J w a:: a:: w 0.. > � (/J z a:: f-- 1-------------<+'8' BETWEEN EXPANSION JOINTS (MAX:1------- - - - -----1 f - RC ECPOARRDEADN SC UE BWGI TRHA DS EE CCTOI OMNP A2 C0 7T EODF I N - ST HT AE NLDAAT RE DS TS VP EE RCSI FI OI CNA TOI FO NI NSD O T -4" �OAFSCEOSMHPAALCL TCEODNBS- IBSOT RORFO6W- I NOCRH E S � COMPACTED #53 STONE. CONCRETE SIDEWALK - TYPICAL NOTES: NOT TO SCALE 1.2. EA DL LG CE OANNCDRBERTOE OSMH AFLI NL I SB HE . CNLOA S" PSI C" AT"UCROENFCRRAEMTEE" WF I /NFI SI BHEERD MWEI SL LH BREE IPNEFROMRI CT TE EMDE N T 3. 6" DEPTH CONCRETE AND 6" COMPACTED AGGREGATE, NO. 53 TO BE USED ACROSS DRIVES aw:: _J _J LL fz 0 7 4. AABLLRTURPATNCSHITAINOGNESSBETWEEN EXISTING WALKS, CURBS, GUTTERS, OR DRIVEWAYS MUST BE FLUSH AND FREE FROM REMOTE TOUCH SENSOR INSTALLED IN LID W/DRILLED OPENING CW./I.GFRROAUMNED& SCUORVFEARCSEET FLUSH APPROX. PROPERTY LINE WATER METER TO BE PROVIDED BY VEOLIA WATER 3 / 4 " 1S" ESREVRIVCIEC ET UTBUEB EWW/ 3//14 "" SS EE TT TT EE RR AWN/GL OL EC KBIANLGL WM EI NTGESR V A L V E EC XO. NSNEERCVTI CTEO L I N E • • ·•·,__��������� 4•• b'--r--r--J>--+---r--->--__,,._-r--r! ,..0011 , , I • •• - u,, r'il' 5. OTHWENWERALMKUBSYT OAWLLNOEWR AODRECQOUNATTREATCIMTOE RFOWRILCLUNROINTGBEOFRECIOMNBCURRESTEED DAMAGE ASSOCIATED WITH PREMATURE USAGE OF TYPICAL WATER SERVICE CONNECTION RELOCATED 2 FEET BEHIND MODULAR RETAINING WALL 6. CGOENNETRRAACTETDORBYANTDHEOPWRNOEJRECATRE RESPONSIBLE FOR CLEANUP OF ALL FORMS, SPILLED MATERIAL, AND OTHER DEBRIS 1------ - -----5'-- - - - --------j--ff" 0 5 FT. WIDE X 4 IN. THICK CONCRETE SIDEWALK NOT TO SCALE A ® 6 IN. COMPACTED AGGREGATE FOR BASE, TYPE "O", NO. 53 1% @ CONCRETE CURB (BARRIER) ONLY WHERE SPECIFIED ON PLANS ® CONCRETE CURB (BARRIER WITH FOOTER) ONLY WHERE SPECIFIED ON PLANS C TYPICAL SIDEWALK WITH CURB SECTION NO SCALE ,---nvEXlRIISVTEIWNGAYSATRNEDET GRADE (" 6t • • • a .r -r • ' • • . , _f •• • • _f , • • ., • • TYPICAL CURB TAPER FOR DRIVEWAY ACCESS NO SCALE A D�----- 1% 1 " TYPICAL SIDEWALK BELOW CURB SECTION NO SCALE TYPICAL DETAILS • u � - REVISIONS 06/12/2025 BID SET C 2025 Mirlwestern Engine�rs. lnc. 802 West Broadway Strt.."C! P.O. B<lx 295 Loogootec. lnrliana 47553 DATE JUNE 2025 DESIGN CWR DRAWN MKW,:'.DRK Q.C. CHECK PROJECT NUMBER 2020012-08 6 6 Of 10 I FlLE NUMBER 11"/.q3 I Do Not Use Plan Previews for Take Off
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