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0 A B G 0 E F G H <br /> - - -1 --. - _"6641 i/cv=- -- 6690 T/c Y L <br /> i 1 r - r 6687 PVT7 6665 PVT- L- _Y <br /> �..' HATCH EX15TIN6 r / -F ,�-" <br /> n: W Yrv7 'lsig:v <br /> "6697507 <br /> I - l5 v • " . 671 PVT,r •- `• 71 • "�%\ 6795 RAMP 669.0 P� ^ i. 67D •" .i�:1�.�' . I - /6,0�...*''�. 'J! <br /> ' -�:.�/.r •\'i•I- y - .\ • • 6750•PV7 •I• 672 NI'� i _ 6 671.-i�Pvr <br /> i.`. �. _ I j .-�"• 7 / / 7l `, • .I __ 6'105 67�67p15y0T ` STM b 095 STM �r•`-LT'` •J•1• •I b�! <br /> 1 •�. • • • .L •�67160 67115 67165 T \• , •• 5g'kiF30 STr7 _ \ 4 6l •.� y <br /> + , I9 T• • PVT y 671.15 PVT .y `��.'_ ,_�TAI 6l 'r 66635 T/L <br /> 66635 PVT <br /> i" _ • �i b7l gp PVT h 671,95 T/L• •671. i/L v • 67165 R? 671.Sd •-- - • X6475 J Q <br /> y 673.70 PVT• 67145 KK •__ 669,25 PVT• • _ 669.75 TIC <br /> I /C - 671.45 PVT B71.g5 PVT ml 5 PJL PVA -•I \ 670.40 UL - _ 669.75 PVT - <br /> .�� FP:67130 \ 669.90 PV7 <br /> 6 45 KK c E E <br /> W ! 675 W W W - W 671 L W 671. i/L 671.95 / 6 95 PVT a <br /> J PVT ��� I 671 •• 671 PVT KK KK 671.95 RAMP <br /> 67195 TIC 67L45 TR r`" _J <br /> PY 67375 1 1 67195 PVT 67110 TIC .95 PVT <br /> _� ... .i PVT 1 V 671745 K • -- 66965 PVT`k SCALE u=20 r O <br /> 61050 R?671.45 PVT -V - .. \ C/7 <br /> 0 20' 30' 40' > - <br /> w <br /> N _ 671.95 6 135 kLK <br /> KK <br /> 1. <br /> • <br /> Fill PAVEMENT I EARTH EXCAVATION <br /> 671956 135 KK I NOTESP.L.CONCRETE PAVEMENT <br /> 670.90 PVT 671.45N.K _ ;' 6 1.35 PVTISNAIL faE LON�TRIKTED IN <br /> 671.45 PVT - ACCORDANCE WITH SECTION 420 OF671.95 ( � THE�TAARD SPELSFHAI TIS AGE <br /> KK .� q•' COMSE,MIXTbRE'D'.N70 SHALL BE `C = m z <br /> CONSTRbUTEO IN ACCORDANCE WITH m 7., o„4 <br /> SECTION 405 OF THE 5TANDARO I I xd o 6 a <br /> .a��n/�Y SPECIFICATIONS. <br /> Il `U 0 3. A66RE6ATE BASE COIR25E, U r 3 <br /> 5 N v 66965 TYPE B SHALL BE LON5TRZTED IN <br /> I'I I n I �' p <br /> 1 1 P 67195 �( ^ ACCORDANCE WITH SECTION 351 OF <br /> KK YO •,I I THE STANDARD-11FICATION54. 506RAOE . <br /> PREPARED IN ACCORDANCE WITH <br /> SECTION 301 OF THE STANDARD <br /> I I 67050 PVT 67135 PtK_ 67135 PVT I SPECIFICATIONS. <br /> 67195 SPECIFICATIONS, <br /> 671-35 <br /> 5. 5U56RAOE SHALL BE <br /> KK I V 1 I - - - COMPACTED TO 95%OF MAXIKH <br /> i, • I I I I _ .I I '" <br /> DENSITY AS DETERMINED BY A5TM <br /> (• I I _ ( 1 I' I I b. ALL EARTH EMBAN I-ENTS <br /> SHALL BE CONSTRZTEO IN <br /> ACCORDANCE\ I ry I I TH SECTION 205 OF <br /> 670-5 kLK 4 <br /> 735 PVT I '^ 6RATE N7ARDW1SPECIFICATIONS. <br /> L' 1 k o <br /> 4 •p ( I _ I 67135 - c co <br /> - <br /> I; I• 6 90 PVT 6735 6795 ••I I I I I,A•' :_ STORM SEWER NOTES �+p T►1 <br /> ILK I 1. ALL TRENCHES WHICH FALL O <br /> WITHIN 2'OF ANY PAVED SLRFAGE V Z <br /> a •� 671,95 67.45 1 SHALL BE BACKFILLED WITH TRENCH <br /> Z Hy <br /> x 67135 W.K 67195 671.45 KK I �' 6jWb5 PVTe BACKFILL IN ACCORDANCE WITH "�r <br /> v 1 N yl 1!I I I n I 67135 _ ILK KK G-= J. I i6 _ - SECTION 206 OF THE STANDARD tK 7 <br /> 667135 k&K <br /> 735 PVT ~ - - - - - Wr45= - _ K I �=, - SPECIFICATIONS. <br /> 1.1 •T•, I I 'I': 2. STORM SEWER PIPE SHALL X p W <br /> I I •• f BE REINFORCED CONCRETE CULVERT, O <br /> p _ JJJ '�. 1 f'I - I m •' I I STORM ORAIN AND 5EPER PIPE V d' <br /> 9 I I I 1 I • • .. w_' -- 671.25 KK I I CLA55 111 1N ALCORDANLE WITH Qi <br /> s - 67125 KK :67175 PVT SECTION 550 OF THE STANDARD W <br /> 671.25 PVT 671.25 KK 1 •p `n r SPELIFIGATION5. E•�I <br /> y � I , - I 7050 PVT 67125 KK - - - -- -- - 67115 PVT I--I <br /> 5 1 I _ 1' 67175 PVT 67150 KK • 67125 KK <br /> 671.50 PVT 67115 PVT WATERMAIN NOTES <br /> • I I I 1 '\ \ 1. ALL MATERIALS AND <br /> i <br /> CONS TRLGTION METHODS FOR <br /> 67135 PVT 25 KATERMAIN SERVICE SHALL <br /> 0 y `• I �, I \ yt� CRATE CONFORM TO THE CITY OF DELATW, <br /> 67335 m I / \ - I - ILLIN015 STANDARD SPECIFICATION <br /> en r. i I \ ^ o <br /> -,p caro oi, _. Jar .. Pvr r I ` i \ yte^ ,664.45 FOR WATERMAINCONS TRUCTION <br /> VI <br /> ]_ Sr ` \ \ 2. ALL WATERMAIN SERVILE <br /> �. 670.75 �/ I �� SHALL BE CON5TRZTEO WITH A <br /> E W ry 35 , , ry r \ PVT 1 67050 \,\ .// y/ � ( .IF;;. MINIM/M DEPTH OF COVER OF 42' <br /> PVT \ PN BELOW FINISHED GRADE. 2`{ <br /> A <br /> z° �" T 672 <br /> 1- �• 67050 PVT o <br /> •\•67436 <br /> Y - \ •`• 67330 \ \ "'�" 6700.066475 W W 1� <br /> pVT 670.40 PVI' /670-50 <br /> Pvr <br /> PIT 1 <br /> Q \`\,•F 670.60 `-PVT fin v • . Z =�m�Eyt <br /> fli <br /> 6 -:.;rm �r � �• -_-- -•�o-.ec�Gj -7' - _•' _ • y ._ .F .�T � UWaIlI <br /> Ln <br /> Ts <br /> - - - - 1 __ 7 <br /> ;3rkrr.;se-b ri�» � � \, - PROJECT NO. <br /> w, <br /> ,rr J ^• <br /> E I -� 012504 <br /> �/ p <br /> DATE STAMP <br /> -9 m <br /> 6 U m <br /> East Pershing Road - - - - - - - ,ems o�ryA SHEET NUMBER <br /> - - --------------- - - - - - - - - - - - - - -- - - - - - - - - - - 892- C2.2 <br /> �e <br /> EXHIBIT 1 <br />