Final Engineering Improvement Plans Pg 41. All WORK SHALL BE GOVERNED BY THEM APPROPRIATE STAASA'Ui
SPECHVICATIONS AS LISTED HEREIN.
IN THE EVENT THAT ANY CONFLICT EXISTS WITH ANY PART OR PARTS OF THE
VARIOUS DOCUMENTS,TIRE FOLLOWING ORDERSHALLL GOVERN:
SHALL TAKE FRBCEI TFI:--A
B. PLANS, ly
C. SPECIAL • I • ty
D. 1• •II • 1 ! DRAWINGS
• • i • ' a• s•• • 1 r I 1 • :! I• • Iu
mmr6�10MLOGOI •
FOXE"
1' • y • 51 Y • f1 ' 1' I
y �• • c y' • 1► I! • i 1 y
VV to
• ' ,• y ty' t y 1 • :t ly' i y h:l •il:+ 'M1:+: 16 I f1 11
t 'i' I•a y II :
will IW,7,1y • •
►1_ Iy 'la
t• •' • • 1, ly •' li l' 1ti •• 1 k
• ••: h ':II t fY' 5i '1' :fi i M 1 " '• N' ::ty
• • • y1 I I tl' 11 • ly' y t' I i' yr I
• y 1 1 t • ' •
i' t 'rl • ' y' • I' t ' y • • '
is'. 1 • « • I: t r• y s i sty' , I,y. la • • •
ly
iyl' • I •' • f a
II y • • 1 t- • ! •ly! • 1
1 t.' • ' I ' •I 1:11=61WIVIIy'
/ 1. 1 Iy1 • • 1 1 I
' • ' :t' • t • ti t :i
I 1 G 1 m z to I I I WA FI kv Z 1 v.
I t ty •K� I ff1') ' t.1 • 1 • • r ''y.
t '' I ":I' •' I • 1 t' 1 •i :a r f a 1 y
I:fa' i I • •' • Y';1 1 I'y' •
1' y'1 t li t • to t' 1 a I t,y M:Ltt
:• I •• •
• y' pit] t f:t •
r 1 t any' a t. • �:+ -• t lyr a 1 t r •
"y" •^ Ir a 1' ye a I c le a 'r e
1 /' y 1' y' t' t1 •' fit' y
t• •I J:I` t 1 11 1 s3: •�
•• .ly, `+ • •: f ! t ! ,. • `! :► Mr, ^• .II �•
• • 11• yr : a •' t 1 I lyf
q • A • ly' ` M1 I�1
i' • •, y iW :of •.y.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED
PERMITS FOR CONSTRUCTION ALONG OR ACROSS EXISTING STREETS OR
HIGHWAYS. HE SHALL MAKE ARRANGENIEtM FOR THE PROPER BRACING,
SHORING AND OTHER REQUIRED PROTECTION OF ALL ROADWAYS BEFORE
CONSTRUCTION BEGINS. HE SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
THE STREETS OR ROADWAYS AND ASSOCIATED STRUCTURES AND SHALL
MAKE REPAIRS AS NECESSARY TO THE SATISFACTION OF THE VILLAGE AT HIS
OWN E040 . TAB CONTRACTOR SHALL BE RESPONSIBLE FOR THE
INSTALLATION AND MAINTENANCE OF ADEQUATE SIGNS AND WARNING
DEVICES TO INFORM AND PROTECT THE PUBLIC.
ftJ ' 1 1 t • 1 • ' • 1 I I' t• ' 1� I
• • I I i 1 • 1?. 1 I :�. / • ' ILII' ' ' • •
' I f•- •' I I •' 1 I I:lm • 1
[' i •' a` i i i t • E t• I'
' ate/ yl a • ' i 1 C 1 • •' t t. '
I• I f+ ' y' :11
I a .• .• nl. I►►y' ly •uy 1 n
1lag, • t 1' :/tn 1 1 1 I • ttyl
t1 z 11 AIN illi'
' i • • • I i y y' i i:11 I y I' y'
d' t' III y IM I lNp 00 1' :t l II y 1 y:l
2M03 OF 1 STANDARD SPECIFICATIONS FM ROAD AM BRIDGE
CONSTRUCTION INILLINOIS.
•
• • I •• i 'ly 1 All •• 1 • y1 1
IN
1' y• y it r yr •r i e
!1 • •t•' I t I • • • 1 t •' 1' t '1'
:I t• :t' :II Va' 1 t1 1' 1 y1 • y' •
1 • t •
WWI
y. y• • ., V. .
• • ti • /': y' II y1 1 f: 'I: t t: t• •' t
18. THE CONTRACTOR SHALL COOPERATE WITH THE VILLAGE, THE COUNTY AND
THE STATE WITH REGARDS TO ANY NEW UNDERBROUND UTILITY CONSTRUC-
TION WHICH THEY MAY WANT TO CONSTRUCT IN CONJUNCTION WITH THE
CONTRACTORS CONSTRUCTION OPERATIONS
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL
PRIVATE AND PUBLIC UTILITIES EVEN THOUGH TTE"sY MAY NOT BE SHOWN ON
THE PLANS. ANY UTILITY THAT IS DAMAGED DURING CONSTRUCTION SHALL
BE REPAIRED OR REPLACED, TO THE SATISFACTION OF THE NI LLAGE AND THE
MM ITY COMPANY, BY THE CONTRACTOR AT IES OWN EXPENSE
r 1 • • / c' • y r t cl 1 y�sl •
• :Li • • a/ ► • f1 • y t• t
I'1' 1 I t• 1' • 1' • • /'�' •
Q• 1 1 • t �. ..► 1 IR •
• I' y• • a' r y y' y► I • 1' •
l y' ' I:i • • ' • 11 : ' 1 Y 1 y1 • /
' • i • '. I i • • ' ' 1:1 I' y' i i • I :•.
1.. t • • 1 ' f ti' 1. • + t
1 't c I • i I c / y' a as ''•'y' I :+.
c'• as r • � •t 1 s' e • ' ►
22. ALL TRENCHES FOR WATER AND SEWER INSTALLATIONS SHALL BE
CONSTRUCTED ACCORDING TO THE DETAILS IN THE PLANS. ALL EXCESS
MATERIAL ENCOUNTERED WHiLE CONSTRUCTING THE 'TRENCHES SHALL BE
REMOVED AND DISPOSED BY THE CONTRACTOR.
1 t'•' ►' • • c y 1 1 1 • I ' y
' y. •' yl 1 1 1 1 :• •' •y' • F I 1•
• ti•
• • • 1 1 I � • I y' y ly � ly
1! u • • : ..:. 1 ��e:-�• a ;::+ • ''� .: nel.
• CONCRETE PAVEMENT: A RICH MT}UHIGH EARLY STRENGTH PORTLAND
CEMENT CONCRETE, S" (200 mm) IMCK.
• BITUMINOUS PAVEMENT: 2" (50 mm) BITUMINOUS CONCRETE SURFACE
COURSE, CLASS L, TYPE 2 OVER 7' (175 mm) BTTiIMINOUS BASE COURSE who
(LIFT THICKNESS SHALL DEPEND UPON COMPACTION EQUIPMENT - 2" WITH
VIBRATINGPPIAJE; C WILH SELF-PROPELLED ROLLER.).
/ • • • y ly • I' fy1 • •
1 :1 1' • ' ' :1' i' II • 1► 11 i
i••t� a '�• 1►y1 11 • y ► !� !
: i I y I ti I �' t :•'t' :I I.'i • i t • 1
I t
24. STRUCTURES FOR SANITARY SEWERS, STORM SEWERS AND VALVE VAULTS
FOR WATER MAIN SHALL BE IN ACCORDANCE WITH THESE IMMOVEMM
PLANS AND THE APPLICABLE STANDARD SPEC FICATLONS.
;' ,'II' •d 11 1' `t i:li t" t i t i fi •' f
I/ t '1:1' •' I y1 • ' i I I:If t ' • 16:+.
• 1 ly • 1 I t' t t�' 1 i J 1• ii • '
26. NO MORE THAN r (200 mm) OR LESS THAN 2" (50 mm) OF ADJUSTING RINGS
SHALL BE PERMITTED ON ALL MANHOLE, INLET AND VALVE AND CATCH
BASIN STRUCTURES. THE TOTAL NUMBER OF ADJUSTING RINGS SHALL BE
LWIED TO A MAXIMUM OF TWO. ANY INLET r (600 ») IN DLAMLsT$R SHALL
NOT EXCEED Y (1.0 m) IN DEPTH FROM INVERT TO RIM ELEVATION.
27. PROPOSED TOP OF FOUNDATION ELEVATIONS SHOWN WTLHLN TETE PIANS ARE
SUGGESTED ELEVATIONS. EXACT TOP OF FOUNDATION ELEVATIONS WELL BE
DETERMINED WHEN A BUILDING PERMIT IS ISSUED BY THE VILLAGE.
' • • • yt t.' t • ' ' iI •off lcl VZ y1 11-'1u9
• �I' 1 :t 1 i 1
�' �i1 I i :� • :1 IT I v MVErMs i PiTWO.'
1'
I 1 •t yr • •i 'ra • rtiyl II y.
l y t ' 1 • • • ... . • + • Oil t
11 1411 " i t• • ly
A i' yi 1' 1 p 9t 1 f• •' ti
t• I : t
' •' to f1 • '{ ' i• 6i' I
THE VILLAGE SHALL BE ff"IMMIRIIIED 004MIAMY BY TM DEVELOPER
CONTRACTOR.
• 1 t.y, ly • ' I .t t M
i l• ' i' •,, 1 :1' ty t It: • ' t' : • 1 • '
I. u�.•?, ' - M.,�. ��. ��s_-_•Ali��i�?'.Ilrrw;•`llit�7;ii7.`t•C•�[17Ea
y e L a'• 1'I • 1 I. J •'y' I
any +r • i • c y a • i. i s ' • :• • r
DRAWN BY. MS ENGINEERING 3S�oI WEST AVENUE, SL"iTE iSo,, ;:r1: DR .5'%EI/E CRUD Tata NOS
BY DESCRIPTION DATE BY DESCRIPTION ° ` i - �``M
RESOURCE WARRENVILLE, ILLINOIS 605�i �'; ` I 299 SELBORNE ORUD-SGf� 'E/DER SUBDI WS/ON
CHECKED BY. JG ASSOCIATES, INC. PHONE (630) 393-3060 `1 ,r c i ii 7 +j,w E.I i i6 OAK
/� p/•� //
CONSULTING ENGINEERS, SCIENTISTS FAX (630) 393-2152 i . I'13'3 v.. i .'.i t,•l', Till+� RIVERSIDE, /L 60546 L/�'1 /\ B/ -i 6/O/0 /L
APPROVED BY. BW & SURVEYORS
SCALE: AS NOTED
DATE: APRIL 16, 2012
JOB NO: 111205
4 no 4