|
0 A B C 0 E T 0 H
<br /> �iRf MN•EC T -- .cl.}, .,, �., - -- - --T - -�- -- - - =�aGN...*_.Ste. R
<br /> _ C WNEG TO EXI5VN5 INET _ _
<br /> «... y
<br /> ,a.:°�O:C` .MANHp.E TYPE A 100'-11'RLP TRANSFORMERS__-- 51M MT-EB .525'. b
<br /> � � B INV=66422 �- F
<br /> =_` 1 wNNV�
<br /> Y.h W TYPE/FlLL05ED LID 1 __ - _ - __ _ _ 1733__ (. p
<br /> sO5%SLCPf cT,r,>-, o' T H -:�'9
<br /> LID=67140 -_ _ - -f
<br /> 702. g q. TYPE 1 FlLLOSED LID O.07$,XOR: I }�
<br /> WESTER R45 rb�/' , , -,h2�, r �R=15.00 -. 'hi✓ I\Vll y.AV \, tA
<br /> INV.IN=66530 B 05%SLOPE ` , ' , -,
<br /> ' , I: ,• R-15 d7` -"ISLl7r , ' PR/5 X' OUr=6651 6 6
<br /> Ewamw , �oY.....�*
<br /> APPR05(1MATE.LIMT •• , rr 31' ' , - NXJDEN IE(SEE � ,35' , 50'-Q'RLP
<br /> - , P/CVENENL SIDEWAL NG ` ,' , , , ' , I 1 , , , , AlEQ 160 ATTAC44FO SHEET .2) M,` OS%SLOPE,,
<br /> `UR13 REMOVAL 6N ' , S i STM �1Tc11! SCALE. I"=2O`
<br /> V TAPPINS VALVE 6EPLACEMENT FOR AER , ` ' R 5` _ 400' 11 R=S.L�' 070 5 STY STM ST 1 4 6 PIPE Gi
<br /> �SLEAC�ANLE��� SERVILE LINE ' , TY - - 'I 35'+ ,J Y , J -'
<br /> 1 •• _ - ,
<br /> i- CITY OF OEGA71.1�- 1�-----701' Hf-ED R=1� Y .1".r 620' O 3B 7' 125' L41 \' 19O.Y Ft-' 6Bl rh 223' O 20' 30' 40'
<br /> RED.IREPENTS C , R:25�' I E TYPE A -��1 '°•. PIPE Ib 7' R=I5.00' 'H' _
<br /> 4 I �' 167 STM H,-,RA __ -5TH HN-PB s f GENERAL CONSTRUCTION NOTES
<br /> W TYPE/F!6 27' L ALL MATERIAL AND METHOO5 FOR ii r
<br /> S I 6RArE-67050 - - - J ° e lI nPE i FiuoS,:L o 3S W�ttPE 3 6 4 s'PAVING AND EARhb^YJRK SHALL BE DONE IN g E E E
<br /> W INV.IN=666X! R=150' - 1.047115 l� A`L1RB-66975 ACCORDANCE WITH THE ILLINOIS DEPARTMENT OF o o t
<br /> W BTO' E.INV W=66450 0GRATE-669.00
<br /> VAISOLVE ION y _ I• PIPE W INV IN=66450 INV m-66490 TRANSPORTATION"STANDARD '^
<br /> VALVE 4'HATER$ERVKE 420' INV4.45 IW OW-
<br /> 664 urE 'D 1 �- J 29 r 1 u 4.00% � cn
<br /> MY I 60'-1?• N196116 - 712' CONST SPECIFICATIONS
<br /> (CURRENT EDITIOFOR ROAD ANDN)EXCEPT A5 z o
<br /> y� 6'MATER LINE I ' HYDRANT TEE t I •OS$SL E 11 E27O9.73 E2gb5236 I e OS%SLOPE CD a on
<br /> V,uVE IV IEI,I H I NOTED DIFFERENTLY ON THE PLANS.HERE AFTER N al o&
<br /> I y� HYDRANT ° THESE WILL BE REFERRED TO AS STANDARD
<br /> -:o SPECIFICATIONS. w p• 6• PE ,0 90.66 C_Ofe Cub 1. THE STANDARD SPECIFICATIONS INCLUDE, 0:�
<br /> 1 , I I 7 e IPS I.4 q 1 -6'PIPE BUT ARE NOT LIMITED TO,THE FOLLOWING
<br /> Z S - L ,ss' - In 400% STH MH-hC SEC TIONS: g
<br /> ' I f. I to.o' wwq' TYT�6
<br /> I. SECTION 201-CLEARING,TREE __-
<br /> 5O' REMOVAL AND PROTECTION,CARE AND REPAIR _
<br /> �TM-U6525 - I OF EXI5TIN6 PLANT MATERIAL.
<br /> INV_0TT-665.10 -
<br /> SECTION 204-BORROW
<br /> EXCAVATION
<br /> r^ n
<br /> �•" - I N V °I I 3. EMBANK
<br /> teNr
<br /> 4. SEG TION 2O6-TRENCH BACKFILL r r
<br /> _ 'I a 5. SECTION 212-FINAL 5HAPIN6,12' -
<br /> III %SLOPE '-b'PIPE \ ! TRIMMING AND F1N15HIN6 m z
<br /> - I 4.00% ��/ oo ` 15'-I$,PIPE III b. SECTION 250-SEEDING-GLA55 I
<br /> O' IBD' 240' -�i� --��_ 5.0' 7. SECTION 251-KLCH-METHOD I I I m Q$ Q$
<br /> 0 4.A0% -'t"-'- �f'--- O' 140' IBD'
<br /> �ENTRANLE Y`- ( 2161' '^^ _&____745'-6'PIPE �-- 8. SECTION 280-TEMPORARY ` w
<br /> R=500' STM IN-EE - V O 1798' = B 100%
<br /> INTERNAL 1,5E - I INET TYPE B �D I 190.0' /I N EROSION CONTROL
<br /> 5 ONLY W TYPE 1 F16 'n l� O W.-
<br /> 0
<br /> 0'- 9. SECTION 301-SUB6RADE
<br /> 167'' - 6RArE=67050 ` O• •os%SLOPE PREPARATION
<br /> - INV IN=666.75 1 � 10. SECTION 351-A66RE6ATE&ASE
<br /> INV.OUT=666.70 ,n
<br /> . _ I .1 050, y :� GGURSE
<br /> R=500' I -- •_61 PIPE �r ,. _ It. SECTION 352-5O1L CEMENT BASE
<br /> 400% so (.CURSE _
<br /> 1•° ET B - 12. SECTION BINDER AND SERF Gq,125ET-MIX ASPHALT
<br /> T I �\
<br /> . 9.0'J �^ 1 E 6WRA��-2S Ir. 13.SECTION 420-PGG CONCRETE
<br /> 5.0' 1623' •• 1 - IM!IN=665.70 I PAVEMENT a
<br /> I� I IDD'-17'RLP IIV.=667.90 1, .0' .Ido; INv our-66565 14 5ECTION550-51OR145EkER
<br /> 15 SECTION 760-PAVEMENT MARKINI6 a
<br /> 50 3' I •05%SLOPE 1: 15'-W PIPE 44B' y_4'00% 3 302q, 16. SECTION 872-TRAFFIC 516NAL POST
<br /> I 6• 6'PIPE s In . THE CONTRACTOR SHALL VERIFY THE
<br /> I 0 q LOCATION AND EXTENT OF ALL UTILITIES ABOVE
<br /> 4
<br /> INV:666.75 a 2'-0TEL'0 LTYP OH LINE E
<br /> I AND BELOW GROMD IN THE CONSTRLGTION AREA a rn
<br /> 310'-�4 I BEFORE GOMMENGIN5 AIORK.THE CONTRACTOR 15 O O W
<br /> m r y I 270 R=3.00'�_ RESPONSIBLE FOR NOTIFYIN6 W.L.I.E. 3
<br /> X I N a7/ 45 7' (1-BOO-892-01131,A MINIMUM OF 48 FIDA25 IN Z �1
<br /> NOT A RA3 C I „� E ADVANCE,FOR THE LOCATIONS O`THE EX15T1NK = F+4
<br /> ENTRANCE R-500' L to'- \ C
<br /> JI N � �J UTILITIES IN THE GONSTRGGTION AREA. Q
<br /> V INTERNAL USE L _ _L 'PIPE •05%SLOPE I'
<br /> OKI, _ 4. THE CONTRACTOR SHIALL REMOVE H1A5TE 0 W E,,, a
<br /> p leo I V 5TH IN-EE vV = _ _ _ _ _ = IDI'. •I, 1 AND UNSUITABLE MATERIAL FROM THE OWER5
<br /> INET TYPE B b 7,1• ti PROPERTY AND D15POSE OF THE SAME,OFF 51TE x u7 W
<br /> • J IN A LEGAL MAMJER. V v
<br /> N R=5.00' I W TYPE/F!6 / r. ° ° T 19�', '' u7 C7
<br /> GRATE-67050 `♦ 41.2 --'-�•° ' 5. ALL LONSTRLGTION ACTIAREAS 015TLRBEO BY
<br /> VITIES 94ALL BE SEEDED -2 W
<br /> INV.IN-66790 y 19.5: ° .. - - _ STM IN-1•E
<br /> IW our-66725
<br /> o D.5 INV IN-66730 ,�� _- - - - - ' - - R`roar ut6r rYPE 8 N WITH SEEDING-CLASS I-LAW MIXTURE. Q
<br /> W rrPE I F16
<br /> b R-1000 GRATE-66975 6. THE CONTRACTOR SHALL ASSUME
<br /> MV W-666.15 COMPLETE RESPONSIBILITY FOR ALL DAMAGE W
<br /> a 5 I, 5.0' I
<br /> @2.00% C%5, HE C.ON5TFWTION
<br /> A2 INV Lvr-666.aAUSEDAS A RE%LT OF ACTIVITIES.THE DAMAGE SHALLL BE REPAIRED BY
<br /> O 470 THE CONTRACTOR TO A CONDITION PRIOR TO THE T�
<br /> N _ 4• LOW LINE v 1
<br /> ry I Sr1
<br /> 66'-12'RLP R=5.00' 440' YELytT^ I GOMMENGEMENT OF LONSTR6GTION.
<br /> @200
<br /> 0.7%SLOPE / - 7. THE CON5TRLGTION OF HANDICAP RAMPS.
<br /> Q B'WA ,UNE 114'-6'PIPE STALLS AND WALKWAYS SHALL FOLLOW THE
<br /> /TO T 103' I R=1000' 7 •2,X% 106'-12'RLP
<br /> LOL'AT W -'1 R=p.00, 1 f yam'' ILLINOIS NS KTH 06ABBILITY LODE(IAGI AND/OR THE
<br /> •0.7%SLOPE Y
<br /> OL - - I�I�, Sr AMERICANS WITH DISABILITIES ALT(ADA)
<br /> "T SPECIFICATIONS. ALL HANDICAP PARKINS
<br /> of ,+ v I N ,� STALLS SHALL BE MARKED WITH AN R7-8
<br /> E
<br /> , ` ' �=8�' too, O "RESERVED PARKING'S16N AND AN R7-1101"$250 R r1
<br /> Z -L FINE'SNSN.U.S.STANDARD 516N5 SHALL BE (
<br /> c v I 5r14 IN-EF INET S7M ffilw TYPE A W /y PEALED AT THE HEAD OF THE PARKING STALLS
<br /> 3 TAPRN6 vAL / ,y I INET TYPE A 3Oo' SHALL BE PAINTED IN ACCORDANCE WITH THE T
<br /> W ttPE I F16 R-1O Q7'
<br /> 6 6 !SLEEVE y _ 6RATE�-6700n yt�'` ADA STANDARDS AND THE STANDARD %E
<br /> D R=BOO' GRATE=67050 •�-
<br /> __ CITY OF�A y yY , O R-g00' INV LUf=667.75 ', "DINVCVT667 / SPEGIFILATIONS. Lu ? - r[
<br /> 6. ALL WORK SHALL COMPLYWITH W x 4
<br /> o REONREf 6 '� ` ' , 7.9' , APPLICABLE CITY AND/OR STATECONSTRLICTION W =m?o,
<br /> STANDARDS. Z z 8 8'
<br /> 9 ALL WORK WITHIN PUBLIC RIGHT OF WAY
<br /> MUST BE PERFORMED Y Z
<br /> m _<_-, " . I I .. 39.r �-
<br /> 354'--� "A9.9' v a-2o 1�' AND BO DED WITH THE GI OF pECATATLW LICENSED
<br /> 301' LU
<br /> -, I /,•aY ` 5WFALE FEATURES
<br /> Vold
<br /> \Y -�'`i'LJ`'.' � Fes. ' `►. 4••�- R=2000'�� ,Y 4�y 1( Z N
<br /> �.__-e_ __ __-__ It�•ah,� SLY 508'---I 915' , , BM-Wo Weller �� D FIRE HYDRANT
<br /> //, J
<br /> -Y4! EleWoft713B X2 011
<br /> 157 "'';-!'YI / ./�`. , __ �6i3' L- y ` J' ` ` 'I4'• OV Wn }1
<br /> :>',4 -/ �' _ :I // - -�J. } �Tl PROJECT NO
<br /> �._ �1 E Tp� 012504
<br /> DATE STAT.IP
<br /> ` f,<n
<br /> EXHIBITm
<br /> A ?I'•Y � U m SHEET NUMBER
<br /> < ,,,. - East Pershing Rood - - - - - - - - - - ,B�
<br /> - - - - ---- - ---- - - - --- - -- -- - - - - - - - - -- - - - - 892'
<br /> �6
<br />
|