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EXHIBIT A
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<br /> . UNE'Z' � _- ,_- �- W�r�
<br /> SiA 2+57
<br /> __Sro�-0 srtt. rro. toa _- ---� __- ' --- �
<br /> 1 �o�_sTo-��0 sro N 8Z05�59" E 285.01� '- _85,�,1 ---' -�__ o' J'�' �
<br /> �1 _ __ _ __
<br /> �-NON-ACTNE UNE B� � Bg8 -j-
<br /> UNE 7 � ! �
<br /> 1 M� STA 3+85 �- - -."`` I
<br /> . N0. 705 ' _ - ,s� � S70RM SEWER STRUCIURE SCHEDULE
<br /> �r� �-'x f111 l �- �- - ---
<br /> �__y.M.�-+r�" M� 1'� � -f_��- _{ - `- \'n � i IJNE PROPOSED PIAN C0.STING STRUCtURF. CENTER F STRU TUR
<br /> U _ STRUCTURE SiATION NUMBER N0. NORIH
<br /> -�-��l 6,STUB- 7,q2 u�l COOR IN C O IN i
<br /> 1 �' UI 2 - 0+00 - 700 1439.2117 882.9729
<br /> X � 1 - �__-� J � F�R 6FUT�RE\� 1 Z Y 5 MH 0+6 0+00 R4342 701 i49 .4142 846.0926
<br /> I ( 6"SfU9- � BUitDINC � Z 48 MH 1+68 R4342 102 1594.6710 831_9028
<br /> i
<br /> INV=635.38 � "CONNECTIONI E�Z' _Z _36 INLET 2+00 R3278 A 103 1590.586 802294
<br /> i / (� / �LINE 2' � 1 �y�_ _ 2 24 INLET 2+57 R3278 AL 704 1626.2017 755.2026
<br /> � J A 2+00 "i � . N 102 + 7A 10 1608. 69
<br /> .��5••sso- / ' S7R.N0. 103 y � Y -1 48 MH 0+34 0+00 R327B A 106 1d8.8798 815. 95
<br /> �p^ � � ` ' � S ' Y 4 IN 1+86 R2535 707 td66. 99 661.6223 �
<br /> ••Sro � I � Y-�7 24 INLET U+7� R3Z78 AL 108 7458.3983 827.9093
<br /> IX. STORM WLEf ' ' I o.u� ' � N 7-I 4 INt.�T 0+96 R3278 AL 109 14033551 798.3646 �
<br /> R�1Aa8u�4 L1NE A' \ pROPOSED BUILUING �� � Q
<br /> 1
<br /> SiA +70 FF= 661.40 FUTURC BUIIflING 1 N � J L
<br /> N 15'INV = 650.40 � I 1 w � 1 P 1
<br /> 1 / BUILDING ARFA m 4270Si u
<br /> S 18"INV= 650.34 NE A' 1 m 1 Q rn
<br /> �W 15'INV= 650.43 � 1 ' � a 1 � � v.
<br /> sra t+so ' Z
<br /> � m, 8En0 - I ' �' 1 � � ,ANITARY SEWER STRUCTUR[ SCHEDULE
<br /> o SEE ARCHITFCTURAL PlANS � � � rn � O
<br /> FOR EXACT LOCATION TO 1 �j � i N �NE S A7�ION �ryp�,� C OMER OF MANHOLE
<br /> ..� , � � • EMER SERVICES SHOWN � - ���1 � I y ' ta COORDINATE COORDINATE Z Z
<br /> � - J e u� + " 8. 57 70429 �
<br /> V • '6 a� � .�� / ' ��'s;�8 1� o �� � --A 0+53 201 1438.7598 696.0427 �
<br /> D �•� � N�� I � A 7+2 4 2 0 2 1 4 7 8.8 6 4 9 6 3 6.0 8 3 8 �
<br /> � m,� ' '•� - .� � A 1+90 - 203 1547_6563 630.7492 � �
<br /> "� � I A 2+10 204 �
<br /> Z p "�{ .�"� "1 �--�"�CONN iION $,�e, � m g!� NE'Z- �1 O
<br /> ' � t�i� . '�� 4'. £ _- �_��`- �'u � w Yn�� A 0+85 J ` , /�+
<br /> ' '_r:- e+ � NE Y Y LL
<br /> o �+ �, STA 0+00
<br /> � r �� ' a i e6'STUB • � ��°' S�. . 101 CITY ENCINEER/WATER/SEWER Q � �
<br /> � i � I INVm858.00 � CfiY OF DECANR
<br /> � £ � � � �_�y�SIO 1 DECANR.K:.62523 ON PIAZA Z � �
<br /> � p � � NE Y' ��1Y'� LiNE'Y 1 1EL' (277}424-2�47 a m �
<br /> � w m: i f �' $TA 1}BB �,_,�12"� STA. 0+34 .•; � CONTACT: RICHARO BERARO
<br /> N0. 707 t2'��_�T� LINE Y-t' 1
<br /> � o l I LINE A' �� s STA 0+00 i G0.5&ELECiRIC �
<br /> ' 1 �` STA �+zq-. tY'� COORDINAiE WITH AMEREN IP $Rt. N0. 106 \ 1' � � W
<br /> 1 BEND �' ELECTRI.^.At.CONDUITS FOR SER/tCC. NnEREN IP
<br /> m 1 �� \ E%ACT�OCATION, SIZE AND NUMBER � E%. STORM MH P.O. BOY 2543 Q
<br /> OF CONDUITS TO BE�ETERMINED �,y..� �'. IM=852.85 DECATUR, IL 62525 � �
<br /> �:f ' 'tfY MCHITECT AND AMEREN iP �- �.yb S 15'INV= 645.97 TEL: {800) 892-7715
<br /> 3 1 �` ,� -��uE-'�'-uE TC11 1 EOP2�=646.17 W ��('�
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<br /> , � ��.��uE�� "r �I �� �-'� f L1NE'Z' VJ
<br /> ' ; � I � S T -'''� I � / �. ST0.0+00 \ �
<br /> ' � � � ' � ' 655 STR.N0. 1
<br /> I lN �, /3 � � `J p�45EPNATE PAdKp��,d / ��ii i s.' r.0 _ � \ � HQIESS:
<br /> ',� 1 pLTERNAtE , y.�� � �y �. ALL SITE STORM SEWERS S?iNl BE 12"ADS N-12 PIPF WITH
<br /> I CONFIRM WATER LINE SZE } ��/3� (� I1�11s 1\, STA 0+53 by�r/ / Lg�a95 - �\�� � \ �CCORDANCE WRHG 4NU ACiURERS SPECIFlCA'f10N5.�NSTALLED IN
<br /> WRM PWMBINC COMRACTOR sy�¢BEND � \ 2.ALL STORM SEwER, SANITARY ShIYER,WAlER FND CONDUITS
<br /> � 1 �,� ak i NE Y-1� � �\
<br /> I WITFIIN (2)TVYO FCET OP PAVED ARE45 SNALL HAVC COMPACTED
<br /> �' �,�._"�_ � �-SiA 0+70 SELECT TRENCM F3P.CKFlLL
<br /> MSTALL GAS SEP.VICE � � SfR. N0. 108 �� \\
<br /> � E _TO BUILDING. ' s '.� , �, '� 3. CONTR4C70R^HALL CONiACT CITY fUR PEfiMRT1NG AND
<br /> ' � f G COORDINATE WI7M NE Y-Y �• �' „r, g.^ NI \ \ CONMECTtON FEES Pft10R TO INSTRLUSION OF SERVICES.
<br /> AA/EREN IP � ��-� �-/-
<br /> 1 l N UNE"A"STA. O+OU SfA 0+96 :Q- µ-"�
<br /> � � ' Y Df15TING 6'SANRARY SERVICE �•NO• � � �• e"W'� `a., \ ` 4.ALL STORM STF?UCTURES SMAIL HAVE POUREO INVER6 EXCEPT 1
<br /> m. I --� FlELD VERIFY ELEVATIONS PRKKt T � uE--, � I e�W J k 1 ` � STRUCNRE WHiCH'NILL HAVE A$UMP TO CATCH SILT.ALL PIPES
<br /> I � � �_ ..�-_= ---- _ _ CONSTRUCiION OF SfORM 8 -� _- . Wa�• 'I '^ �L pND CASTINGS SHALL BE SEALED INSIDE AND OUTSIDE OF
<br /> o � ,,2•dr' 'SANRARY SEWERS.PUNNED ''�'l \B, ` `4' , STRUCTURE. �
<br /> I \� � f J ��85�StARE ASSUMED WITH 6"_-e" ', � �! k' � / 5.ALL DOWNSPOU75 WILL OE T1LED AND DRNNED INTO NEAR9V "' V
<br /> � � ' �UE"���E ` !�•' � • 5� •"� r �� -- INLFTS IYITH 6�PVC SDR-35 PIPE. STOP.A1 SEWER COfJTRACTOR TO W
<br /> NS�. � __-� 9" �C�g`TTo�. _--- �Q___ 5 8z�5�59��z � '� I `°qj COTNTRACTORB OATIILHDOWNSPOUTSSANDE1.lAKE CONNfCTIONS TONG Q�
<br /> ��O�. q� „, -" _ +/II STUNS PROVIDED Ai SiORM STRUCTURES.
<br /> _m..-"""" ' /y ryd '�� EX.STORM INLET _----- _
<br /> ,.-m.9'- �ST���H e••w?B w J��--�-" RIA1=654,91 �,_- �� I3 � 6. THE INVERT EI.EVATION OF hlE 6"SANRARY SERVICE IS �
<br /> f _-uE� H�M=657.79 _a� � � --�- 7 UNKNOWN AND ASSUMED TC BE NEAR G57.5 FEfT. COMRACTOR TO
<br /> �---�F'� N 1 8"I N V= 6 4 9.2 9 �' ----�-� W 18`INV= 848.38 �.-� �U� r
<br /> UE 3 STO. INV a 648.57 _-- � S 18'INV= 648.54 _.�-'�- ��1 E � g ' UNCUVER ENO OF EXISTING SEWER SERVICE AND VENIfY WIiH o
<br /> SE lA'INV= 64924 �' � �-�� w -- `� ENGINEER AT BEGINNWG OF PR0.IECT. fIELD A0.IUSTMENTS MAY �'
<br /> UCENSFD PWMBER TO TAP � ' °� __�.---y� -��' �-_ �AW I' / � NEED TO �E MADE FOR PNr OIFFCRENCES IN GtISTING SEfNICE �
<br /> EXISTiNG MAIN AND INSiALI �..---- 0 8�S.4N. E I.E VATION.
<br /> CURB STOP,CONTAC7 CRY + �'�' EX. STORlA INLET � O 0.407G c N � rn 4
<br /> \a�� WATER PRIOR TO TAPPING UNE Q �� --�-�- RIM=654.84 / e„y*_-� � � 7. REFER 70 FROFIIES FOF ELEVa11UN5 MO SEWER DEiNLS. N
<br /> SW 1 �-� � N 78'INV= 64Z86 I� � / �
<br /> d ��s � �W
<br /> � \e ` �..---".�". ---""-�` F 1B'INV m 647.R4 �---._----'�-� � 8.,yµ__-'" / / / 0 3�
<br /> -Syy 6 _Y_ r'. ,r-� ��,._,� �_-� ____ig 57_0__1�-�IA�S!O� �0�8 <� m�_/ / m
<br /> �� f_. 1 1� ` _ �r¢
<br /> ,_�-"�� y�� �- _�-� _--�-�_ _� c+s "�{ _„�y.n---=NJ"_'_--.�GaF�-__1i-y_ te'Sto_te�� RIM =N 652.G8 MH. a� _ _'
<br /> EXIS(ING SAN. MH. �
<br /> _ 1 �e.. RIM= 881.78 s GG�.� ���'�°��'0�'r�� �- - � � EX. STORM INLET �5 NE 8'INV- 644.92W a o� I
<br /> say NW 8'IM/m 643.62 � __--� � _ � RIM-650.37 B'INV� 844.77
<br /> _ � � NW 8'INV� 650.30_�,s g-sn++ �_ -� \ N 75")NV=644.73 .i'SE 8'INV� 644.9
<br /> � I °�� E 8"INV- BC3.39 u�M�'"�Y �-__ `-PROPOSED GAS 6N�N E 18'INV = 644.62
<br /> Sqy .ypy�"$ � -Y- �-iU HF INSiALl.EO BY �5
<br /> I B S 8'INV e 643.23- _� _� ��6�.��__--- AMEREN IP � S 18'INV= 644.47 `¢ �i / / SHEET 6 OF 10
<br /> ` -_ W 78'I�N- 64t.55
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