|
,� � � ! _ _ _ _ _ _ _ - - - - _ , � �� � � _
<br /> • �� \ Sanitnry Mnnhole
<br /> � RIM=664.57
<br /> ' ' , - - `, \ Storm Manhole FL�^n�5��- EXHIBIT q
<br /> I - - _ _ _ _ _ _ - - =ss4.aa � SOUTHAMPTON
<br /> � FL -659.08
<br /> � SA MH /2 w/ TY. 1 \\ - -
<br /> I � FR., C.L.
<br /> � I . � S�AN C �.3 w/ TY. t In et 2 �a• -ase.s� �\ �ot 196 �
<br /> ii I I ' I TY A INIET
<br /> � �g�'�,� TY 8 SPEC II Lot �g� �
<br /> � ' � F�i=�'�'.°G� 19 8 �
<br /> w I p�1.s=�,p,�,� Lot Intet 1 � �
<br /> � I Lot 2�3 202 \ Rim=666.04 0.� ,� �
<br /> v • I � �-�t Lot 2�� �ot �99 TY A INLET v� e=66�.00 �Z�n � �
<br /> TY 8 SPEC 11 � FL n=658.65 � t
<br /> N � �, I �, � Storm Manhole � `"Ot 200 �GR_�SO �\ ProFL 15'r=65e.00 I i II y� I O P
<br /> S Rim=662.42 �
<br /> � . • � FL12" e=658.42 � VILLAGE ApDIT10N � � � II �q� Sre -J
<br /> orm Catch Basin � ( FL30" w=650.32 � �'jQR -
<br /> cR=ssz.oe � I ' FL 30•g=s5o.sz � WIND FIFTH � II
<br /> . Storm Catch Basin �_ ,a \�\ Storm Cotch Basin I �� FL s 66169 9 as n
<br /> � --Ft�U'R=662784--- �-----: ----- -- � ---- -- --------- -- -�--- FL GR=665.56 I
<br /> a a �- --� 8 n �9 . a`� �� I� FL w 661.59
<br /> FL 12"w=658.49 ------- �L����- eee. I ��
<br /> ya �T� .Ps eP7 eP�` e^� eP� N 89'S7'29' E 50 .59' e�� d�'� dp�
<br /> � � � � � �� � � �� �
<br /> I J' � _ � 50' Ameren I.P. Easement I � I II �( � /
<br /> � � � �y Ameren Steel Tower STORM 230 LF - ' ss e o.si � � SAN MH 1 w TY. 1
<br /> iO � � i � ,� ;�,�' Lot 17 D TE TION �"� AREA �� � I � II �" ^ 'i ����e a��
<br /> I��� I �ti� a �- � � � �, � I I i a ��� � �� �a�ra.ssa.�at NOTES
<br /> � I I� �,pti� Nf ❑W � .p'� Porc� orc �oo o Porc � orc orct Poro orc orc I � 666.Y1TC II'a� �• ALL WaF2K SHALL BE DONE IN ACCORDANCE NATH CITY OF DECAIUR
<br /> i II � I
<br /> � I � J.r� Mound � _ � TRI-PLEX � � � corrsrnucnorr sTnr+�naos. I
<br /> 0 1 I 2. PROPERTY IS ZONED: D0S71NG= R-1
<br /> � 'o. � DU- LEX� ^'' in Floor = 6s5.5 TRI-PLEX 8 � � �'� ecn.c�rc PROPOSED = R-3 PD I
<br /> i �.�. f � o /� �.� o� ��° 1 T.00• - • • „�.�, j� ^� � I CONCRE7E OR fi'STONE dc 3'ASPHALT.
<br /> �r ,� �' � � '`� °^ � 4.EN71RE SIIE AREA = 247 ACRES
<br /> � Q I � Z , ,� __ �r I
<br /> � � yo o� �Z o� m � � � ' J d�'a �� I � 5. CONTRACTOR IS RESPONSIBLE FOR OBTAININ6 ANY AND ALL PERIAITS TO WORK
<br /> � U 4-Parking Spaces �•.se'' 8" ° 210 LF 8' I ARY SEVffR 0 x 8 215 - IITARY 0.4 � ��'
<br /> I Q' � � ^9 � � I IN PUBLJC RIGHT OF WAY. ALL WORK IN PUBLJC RIGHT OF WAY MUST BE DONE
<br /> �� � BY A CONTRACTOR WHO IS LJCENSED AND BONDED BY THE CITf OF DECANR.
<br /> I � �I I a�� a.00• � 5' Concrete Sidewalk i dP" I m
<br /> ' I > 1HE APPROVAL OF THE SITE PLAN D DOES NOT CONSTINTE iHE APPROVAL FO
<br /> ' ia2 �F - 12' SS e 0.2'. � w 74' Roadwa ond ut�rt � d �f � I >° THE CONiRACTOR TO DO WORK IN PUBl1C RIGHT OF WAY NAIHWT SAID PERMITS.
<br /> �" _ � _ _ _ _ _ D R I V E o� _� � Easemen� _ d� � IAIx � ay^'g, 9°A �� � � 6. A S U B O I V I S I O N P L A T I M L L B E S U B M I T I E D F O R A P P R O V A L B E F O R E 7 H E
<br /> I � 1 3 8 X � V�L L/y I.OtX °� om o Private Road Y Y. c � � '� �
<br /> � � 6� Wooden Fence 1.08X mm aw � � � ��. .
<br /> � � Site Break R30.00' 28 LF - 12' SS 8 O,S% � �' d'�' rivewoy(Typ.) I 6" Volv " eY II I I at CONSIRUC110N OF ANY INPR04EMENTS
<br /> / Q' . �+�T� � � II � II I i a 7, EACH UNIT TO BE SERVED WITH A 4'SANITARY SEWER SERNCE AND A 1' WATER
<br /> � ZI � 6 0 5' C ncrete Sidewalk . � �� �
<br /> �� 131.72' -- _-- 1 � ���.
<br /> �� ,� °^ 3.oa� ,pN° N e9•53• • V 173.37• �, -- o � � I� I � 0 8• EACH UNIT TO BE SPRINKLED.
<br /> pA�" 305.16' Fire tiydrant , 6" vo�ve & _ ---- - --- --- - ----- - -"}- - •' f � � � �- 9. A DETAILED SITE PLAN AND BUILDING PLANS MUST BE SUBMITIED FOR
<br /> F�N� I , � R�88 3�y�1e Neq ❑ 6" Tee � d m' � ' APPROVAL TO iHE pTY OF DECAiUR BEFORE ANY CONSTRUCiION
<br /> � , , ,� // d� I�� CAN BEqN. iHIS SITE PLAN IS ONLY FOR THE ZONING OF hIE PROPERTY.
<br /> DRIVE ' � � v,e Inlet 3 ,� �s° � ,py . I ap"' ��� �� � � THE DETNLED SITE PUN MUST GENERALLY BE IN ACCORDANCE NAhI
<br /> � I ;� TY A INLET .r'� . ,� TRI-PLEX .� TRI-PLEX �� I' °" .p^� ��I� I 1HE APPROVED PD PLAN.
<br /> �' � � TY 10 FR & GR� N in Floor= 665.50 dr� 13�* in Floor = 667.00 �~ �^
<br /> � r�' I I � TC�63.�5 N I � I 10. ALL CUR8ING TO BE qTY MOUNTABLE CURB & GUTIER
<br /> I �' ;r" n�r�sus � ise.00- � s.00� � I i
<br /> � � Inlet 4 R 12'r-66116 � orc rc ♦ orc *- orc � or-Typ - re L � I I I
<br /> 1 ' TY A INLET ,� � a 12' euildin Line � .� � I 15ti �, � � I
<br /> o.00� TY 10 FR 6 GR �N ;r" ,r� . �" �� �' � �fn ,� I
<br /> I �^ � TC�63.75 Inlet 5 � s°}� ��~ N 90'00'00' W 328.85' �i- `��^�" �� 87'73 W ' I Begin New Curb and Gutter
<br /> FL 12'e=66L5/
<br /> I � TY A 1NLET p . Inlet 6 150 LF - 10' SS 8 0.3% Intet 7 ��� 0 � I and Sidewalk Here
<br /> TY 10 FR & GR y Lo TY A INLET TY A INLET ���t��aM I �i j I I I
<br /> , TC=663.75 t 16 TY 8 SPEC II TY 8 SPEC II I 3"e.°2"
<br /> I Storm Manhole R�z'��1� y T�� TC=66�S0 �aC2 �.�� O
<br /> Rim=659.22 fL f0's=66L49 o N FL 10'e=66193 FL 10'=66226 P I ��� I I
<br /> I � � FL s=653.47 0 .ti �^' � �d, , �I I
<br /> � � � � � �� � b� d�
<br /> °• I eeatsi� �° I �Z7
<br /> � I I W �` I ��+'�pP' � �tor co«n aazin
<br /> GR:66].93
<br /> Storn MnMde
<br /> RIY�88649 ���"����
<br /> I 305.16' I i �+ '".�
<br /> � ���u� Phillfp Cochran
<br /> � I LEGEND I I � ��� inino�e Regist Noa 32393 sional Engineer
<br /> � � I DEVELOPER Exp. 11/30/09
<br /> I �- MAIIBOX
<br /> - 9GN(unless noted)
<br /> � ❑- uair aaF 15
<br /> ' OO - 1RANSFORMER(unless noted) Lot I STEVE VAHLKAMP PROPOSED
<br /> I � �- ELEC.SERVICE PANEL(unless noted)
<br /> O - STORM CATCH BASIN � , , R-3 P D ZO N I N G
<br /> Q- SANITARY MANHOLE
<br /> ' v - CAN RISER �
<br /> �- FlREHYDRANT � 20• 5� 3� 28� � 5� 20• � � UTILITY/GRADING PLAN/PD
<br /> SILTATION A D EROSION C NTRO o> $ANITARY CL£ANWT �a9 �,,,�,,,,� e-e�J �
<br /> 1HE CONIRACTOR SHALL AS ME COIAPLETE RESP SIBILJtt FOR CONTROLtJNG � - GAS METER(unless noted) 24' I1 T H E V I L LAS AT LO U R D E S
<br /> ALL SILTATION AND FROSION OF 1HE PRO..ECT AREA. hiE CONIRACTOR SHALL �- STORM MANHOLE ° 'u'� �E-E I NTABtE ea I
<br /> USE YMATEVER MEANS NECESSMY TO CONIROL FROSION AND SIITATION O- U11L17Y POLE .,,,,,,. �p ,q�
<br /> INCLUDINC BUT NOT LIAIIIED TO ST/J(ED S1RAW BALES AND/OR SILTA710N FABRIC a - WATER VALVE(unless noled) -` � „;,,�-�..�;'�.�.�1.�: ��;; "'`�� DECATUR, ILLINOIS
<br /> F E N C E S. C O N I R O L S H A LL C O I A I I E N C E Y A 1 H G R A D I N G A N D B E M A I N T A I N F D m -I E L E P H O N E R I S E R �� " � 6" Valve
<br /> 7NRWGHWT 1HE PROJECT UN71L ACCEPTANCE OF TME WORI(BY THE ONNFR. F-_�yypRE s v.c.c.ca'+cae� 3•��T I h911p w.ocroyehr«� eanwdtNp�nqlnser
<br /> GTY OF DECAIUR AND/OR ILLINOIS OEPAR7NENi OF 7RANSPORTATIWl. 7HE oo.s_DONNSPWT PAVEAIENTC��� e'STONE I I �W C Aaectu p 62 26t frontaq�rood wits/2
<br /> CON7RACTOR'S RESPONSIBILITY INCLUDES ALL DESIGN AND IMPLEMEN7ATION AS NOTE;COHfRIGTOfl TO COHrACt J.U.LI.E. �
<br /> REq1IRED TO PREOENT FR090N AND THE DEP09TING Oi SILT. iFIE OWNER, �-iREE-VARIES FROM 6'to 30'oin. TYPICAL ROAD SECTION (1-800-892-0123)BEFORE DIGGING I I Dhons(21»875-3333 faz 873-3371
<br /> qTY OF DECANR AND/OR ILLINOIS DEPARINENT OF iRANSPOR7A710N NAY,AT TO LOCaE UNDERGROUND UnuIlES. trwn sy qm m pEv�gwls nbl�^^�
<br /> iHEIR OP110N,DIRECT 7HE CONIRACTOR IN HIS MEIHODS AS DEEMED FlT TO CC7-B�SH � ��-��'� p Na BY 0�7E DESCRIP7Id1 7120
<br /> VROTECT PROPER7Y AND IMPRO�EMENTS. ANY DEPOSI7ING OF MUD SHALL BE o -POST MOT���M���Tb�����'
<br /> REMOVFD AFTER EACH RAIN AND AFFECTED AREAS CLEANED TO THE SATISFACTION - WAIER METER(unless noted� $�pEGFl�C l01�7�1ON5 NERE�r�Il�'I �ey � 7RC Comm�n4 Md��a
<br /> OF 7HE OMNER,GTY OF DECAIUR AND/OR ILlIN01S DEPMTAIENT OF s f�����N. I 252-B
<br /> 1RANSPORTATION,ALL AT iHE E%PENSE OF TME CONTRACTOR. I I Cr i11�^�
<br /> � PD-2
<br />
|