Exhibit A Pg2ALL "Iff Hf'DeANJS SNAL 91E LOCATED 4 G
3FyovD ACC ne ro& 4 - AoECAAN/c4L .10/Nr ecrTVM
f/re NYOTANT w1rA, 1- It "
vozrLls f /-aj"IUMPE,! WzzzE
�(NYO,P4Nr TO SE MUELLE)P "
EOOY, AS CUR,PENT[ Y INSTAL (!O
W/THIN TAE CITY, 9AM4, Ve'F
TYPE W/rN erfEAK rYPr irLAM?E
commm YKr/ON )
PROPOSED WATER
AIA/N W/rN
S7AA0•IRO TfE
r AJ SAVWN ON /KANS
s••Mx. Aur
GATE Y,ILYE
W/rN C/ YA[VE
- - dtlY(f[OW PMJO
U! E0(154L) . • �
6' Ci7NNEC7A9N
P/JWri,n N/GN 1//519V 17'1 ,PED
O ii,9f /rrO.G.9A-7
- EINO/671106ED EA,PTf/ ,..
AO Avr OASr,PL/C'r ORA/N
MOANLIrN/C fONC. r#,r&wr /LOCK F,A
CeWrSE ORAYE( [xP �IVKEA/S70NE r1LL (3 CU F7 M/N)
11NeilsweSE0 e"r, F1
N07SS
/ MW"ACTORS W/LL SUPPLY NYORANTJ W,rw AUX/L/ARY YALY/S 1 MECN4N/fdL 70/117
CONNECT/,JA?
1. THIS /7EAI SHALL BE /A/O Fi7,P AT 711E C'ONT,P•IC7 1/,V/)r PRICE EACH Mor FIRE HVORAWT
A SS E AA E L Y WA/WN PRICE SMALL /NCL (/OE Pi MOV10/116 ANO /NSrAL L /Mi rNE NYOZANT
rNE W,[Ve ANO VALVE MY, TNF CVVVFerION P/PES, CAd'FOla HArER/AL, ANO TRUST
040C.4' M 0ZrA/1ED.
C- COA/C. 4471/57/NG _
Y/YL ✓S".� T✓ Bf
.Yf'siGiEiY7 w�-oG�
�,P/L.✓J M.gNU��GCTG
,BY GGOW ccv?"
C�4 EQUAL
TYPICAL FIRE
HYDRANT INSTALLATION
HPI�Y/OE fiP.4MEr C(OSEO L/O
/q// AMIA/O.PY CM e-/71(�
QUAL
:IZ IMPRIAITED ON LID.
r
4S7 0,E1AIFO.PC'E0 CVAC AP'/A-CS,
MANHOLE
DIMENSIONS
PIPE SIZE
D"
TNN
6- 8
4- 0
6
_-
10
b -0
6 01
OVER 12 .....
APPROVED
DESIGN TO
BY CITY
BE
C'ONC,PETE A(OCA^S
;PED SY THE ENG/NEEP
�O,PC'EO CONE BOTTOM
, "CLEAN G PAYE(
RASE FOA' YIl//E AIi
Ab7E BW4r1-4Sr AWIAI,4 4Pr'EO CY1Nr•PE7E
MA'N/rV,l eSECT/ON5 7C1 BE CA/O
/N f(/L( AA3e u r ff Vas W/TA'
A(USf/ 10/NT5.
✓.vtA�s ro aF co/%% �.'c�,�-w,sE' O�E.Y/NG
Flow
f
!j✓J Flow
Bales of Straw staked Jown
L
r,, ,
Provide *and and gravel filter o..tlel
area along with straw Ualch
Front view
S,:nupervious barrier of hay bales with more pervious
enlbarEkment of sand and gravel for spillway
WATER VA LV E
VAULT DETA I L
5Q)510H CONTKDL
THE BALSAMO/OLSON GROUP, INC.
..1 S. 376 SUMMIT AVENUE OAKBROOK TERRACE, IL 60181 312/629-9800
ARCHITECTURE PLANNING • ENGINEERING IN LANDSCAPE ARCHITECTURE
4 PoU(/o /�,FrF/!E
N
• 6. G i
AI(1TCC
/ ALL 49106K/116 SNA(( eE W/TN ~WWA9
C(ASS X CONCrZ-Ae AGI/NSl UND/STU�fSEO
YE.PT/CAL lA,t'TA EACs'
e. 7NR//Sr C(OCtS r0 of USED Al ALL
BENDS llt ' O,P GAG-,drf.P
3 7NC COST 0,r /".rd Z L /N6 THE rMeelST
9Z06e SR4LL QE/AK'/LEEN74( TO rNE
CGWST,PGCI/ON 06C' IW rdE P MA/A!
DETAIL TYPICAL THRUST
BLOCK INSTALLATION
'f:9l�E.L1E.f/l �S-1�ei
OVERCOME
0
�9L1
67O�/�l//T3
A. THE ¢EMn,IQ0ErZ OF THE T2EUC1-I SHnLL F'.SC PJAC GFI LE'fj FsY V}I JGV
THG MnTErZInL_ 04141NALLY EXCn�/ATEN7 F20M THe OMTGN-N g,f�EpT•
UO HEn�/Y RoGIG-5.-{nLL !�E IU THE ITZeUCH OR. W,TH IN T1-(QEE(3)
FEET OF THE •SEw E2.
Pj, 1NaT�21n1 Fo¢ P»cIGFIL LIVE. THG V3r'�+GE f}ETvvEEMJ THE PI(�E AUD
THE Fj OT TOM DUCT SInES OF Tv -IE T4E4SG HI A.UD rro2 GO4E2IVCH TO
A 117=PTH OF TvVO (2) FEET 'SI -TALL P,,E orZY E/a2THN F¢FE
F{ZQM STONE S LA rZ G•G_2 7e,N TWO C'L) I,J G.HE S� Mr20L EN
Mn7E 21AL p2 OTF4iam un20 su gSTA VG ES.
C. T'CF M"}[,y '�/1G.G FI LI.. WILL IUGLUnG DIS PO S7L OF MnTKrL1At-
EMGnv/>,Terj PQOM THE -r'ZF_ -t AUO FShGNC. FiL.L1UG 7HE 7ZEAJGN WIT;{
4¢nUUI-/s2 MnTE21AL UUr7ErZ ALL r%�VEMFV TS. TeEUCN PjpGLFILI�
MAT=21AL STOVE oEZ G¢.AV FL: SL_n4 NE ETINC� THE
STATE OF ILLI EONS SPE�IFIGnT10 nJ7 c/�M Z, a, 11 G 13 --
NOTE�
ALL I- TErZI/v.L -SHALL FtIE OenoSI7ErJ IU UUIF02M LAY -rZS VoT
cxGEE OI QCi TvWELvE (12) IUCM-+ENL Tti-(IGl<ifLpO Sf• McASU¢E3 AUD
EnGH L.AYE2 SIHn LI Pj� COM PnOTEO'�iY RA MMNVG 02 7/_MPIQG,
WITH TOOLS APPrLOVE rJ /'sY THE GVC„AVGGFZ., TO is OEQSIT--( or -
9g% OP THe M/. W;IMUM UN.�IT WE141=LT �U ,CGO¢gOl)CE WjASTM 7-N^•�7
02 l•S7 2EL%aTIve 0EQ CITY oErZ ASTM 0-2049. rwE TOP LOFT, TO
6E ZOMPAG TES TO A DENSITY OF 100% r 80% ec9i^EGTIVF_LY.
IYPICAL TRENCH CROSS-SECi IONS
EQUESTRIAN CENTER
THIRTY FIRST STREET,
OAK BROOK, ILLINOIS
CA!'1V1`7iUW�'17 a"�oIL D(t
-Flit.
Gfi4vt:-L !�-�I�V
�8' Waot� TM�g
L-
EXIBIT A
WATERMAIN CONSTRUCTION
I. ALL WATEI AIN CONSTRUCTION SMALL BE IN ACCORDANCE WITH THE STAROOD SPECIFICATIONS FON
NATER AND SEWER CONSTRUCTION IN IL IRDIS. THIRD EDITION T1TrFU1V ElTD�7rU4--
S. INC NOTES IN THE PLANS. AND IN ACCORDANCE
WITH CODES AND ORDINANCES OF THE GOVERNING AUTHORITIES.
Z. ALL WATERMIN SMALL Of CONSTRUCTED OF DUCTILE INON PIPE. CUSS 57 (CEMENT LINED ASI A11.4)
WITH EITHER M(CHARICAL OR PUSH -ON JOINTS. DUCTILE INCH WATERMAIN SMALL CafORM TO
_ ASA A21.51 AM FITTINGS TO ASA AZ1.10.
J. THE WATER PAIN SHALL BE SUBJECTED TO PRESSURE TESTS ACCORDING TO TPN[ STANDARD SPECIFI-
CATIONS EXCEPT TM NATER MAIN SMALL B( SUBJECTED TO HYDROSTATIC PRESSURE OF ISO I.S.I.
DURING TME PRESSURE TEST AND SMAL- CORY WITH TARN VILLAGE REOUIREMENTS FON A 7 INDIAN
TEST AND AM ALLOWABLE LEAKAGE Or TABLE 7 Of STANDARD DRAWING "0. IB IN STARDARO
SPECIFICATIONS FOR WATER AND SEWLM MIN CONSTRUCTION IN ILLIMOI S.
A. ALL WATER PAIN SMALL HAVE A MINIUM COVER OF 5--d' FROM FINISHED SURFACE ELEVATION 10
TDP OF PIPE.
S. ALL WATER SERVICES SHALL B( 1 INCH (SEE DETAIL) TYPE K COPPER PIP(. SOFT TEMPER WITM A
MINIMUM OF 4'-G•• COVER, GAA)ULAA TRENCH BACKFILL SMALL BE PROVIDED FOR ALL SERVICE LINE
TRENCHES UNDER PAVEMENT, ]MCI DENTAL.
B. WATER SERVICE LINES SMALL BE CONSTRUCTED ACCORDING TO THE DETAILS IN THE PLANS AMD TMf
EXACT LOCATION OF EACH SAIL BE DETERMINED IN TN( FIELD. THE ENGINEER SMALL FUMNISH
•AS41110• DRAWINGS OF WATER SERVICES AT THE COMPLETION Of CONSTRUCTION.
7. WATER SERVICE BOXES SMALL BE ADJUSTED TO THE ELEVATIONS OF THE FINISHED ;ROAD SURF NOE
AS SOON AS CORSTRUCTION OPERATIONS PERMIT. CME IS TO BE TAKEN IN GRADING MOND THESE
BOXES, ANY BOLES DAMAGED OURINC CONSTRUCTION SMALL BE REPLACED BY THE CONTRACTOR AT
HIS OMI EXPENSE.
B. VALVE VAULTS SMALL BE PROVIDED ON ALL VALVES EXCEPT FON FIRE MTDRMT ANf IL NARY VALVES
WHICH ME TO HAVE C. I. VALVE BOXES AS SHOWN IN THE DETAILS AND SMALL HAVE VALVE STEM
EXTENSIONS AS NEEDED.
9. FIRE HYDRANTS SMALL BE MUELLER.WMY AS CURRENTLY BEING INSTALLED IN TN( VILLAGE AND
SMALL COMPLY WITH ALL VILLAGE COOS AND ONOINMCES (SEE DCTAIU
10.
Il. CONTRACTOR SMALL MEASURE AND THE UO THE LOCATION THE LOOT ION OF EN_M CONON
DATION [ROM MEANEST RVE.
COMTRArrM <HY DOW1 ALSO TI[ OOBACKOF EACH M -BOX NITM TIES TO TME BE OF CUURBB
RIND .G,90OL'.4TY G0,4.vER5 THESES E Mt[ASUR[MCNiS SMALL BE GIVEN TO THE [1K IMF [R
FOR PREPARATION OF "AS -BUILT' PLANS.
17. VALVES SMALL Bi RES/L/EM ,.a/l-DLG IA'/rV%-GLO/t/ MODEL NO 6/00
,COR. MCGHAAIrCAL ./O/NTS GO/✓FO.P.N/116 TO
,,?Wm -,V C-JIO-SO o)C L@UA(-.
17, If CORROSIVI SOILS ME DETERMINED TO RE PRISM PER A STUDY BY M OUCTILE IBM PIR
ASSOCIATION. THE WATER MIN IN THOS[ LOCATIONS SMALL BE MAPPED IN P%TrTWn IE.
11. THRUST MOCKS SMALL BE PROVIDED AT ALL CHANGES IN RLIGRROT OF WATER MIN.
/S W)r'ERMAIN RUSHING AND CHLORINATION
A- NATER MAIMS SHALL BE FLUSHED AND CHLORINATED IN ACCORDMCE WITH
THE Gf OU1REMENTS OF THE VILLAGE OF OAK BROOK AND THE STANDARD
SPECIFICATIONS. ANY PORTION OF THE NEW OR EXISITNG NATER MAIN
EXTENSION SO STERILIZED SHALL BE ISOLATED AND VALVED OFF FROM THE
RES[ OF THE SYSTEM UNTIL CERTIFICATE OF APPROVAL IS RECEIVED FROM
THE REPILATONY AGENCIES. THE VILLAGE OF OM BROOK SHALL DECIDE
THE LOCATION AND MEMBER OF TESTS TO BE DOME.
9- TME COST O SAID FLUSHING AND CHLORINATIONS SHALL BE INCIDENTAL
TO THE COST O THE WATER MAIN.
CHLORINATION OF THE NATER MAIN SYSTEM SMALL BE ACCOMPLISHED BY
CHLORINE GAS WATER ONLY.
16. TENCHES WITHIN ROADWAY LIMITS RESULTING FROM NATER MAIN CONSTRUCTION
SHALL BE BACKFILLED WITH COMPACTED CA -6.