|
� � � � � g ° �
<br /> , W W W W W q q O�
<br /> w W y�
<br /> , SEMCNMARK OATA ,
<br /> � o SURVEY MARKER 1002: '
<br /> BflASS DISK IN CONCRfTE, CITY OF DECATUR. C�AI�RA(. M�TES1
<br /> N10050
<br /> E9900 TEMPORARY WOOD 1. THf COAISIlITING ENGINEER SHALL NOT 6UhRANF�E THE WpRK OF ANY COriTRACTflR OR SUBCONTRACTUIR,
<br /> ELEV 630.28 STAIR WITH HANDRAILS SHAL4 HAV£ NA AUTHORITY TO STOP qf1RK, SMALL NAUE NO SUPERViS[E1N OR CONTROL AS 70 THE WORK
<br /> EACH SIDE. STAIR TO OR PER50NS DOING TNE NORK, SHdLI MOT HAVE CHAR6E OF TME WORK, SHKLL PIUT DE RESPON5I�6E
<br /> BM4i CMISEIED "�" ON NORTH RIM OF MANHOLE 648.53 � HAVE 7" MAX RISERS FpR SAFETY IN� ON, OR ABOUT THE JOB SITE OR HAVE ANY CONTROI OF TNE SAFETY OR AOEQUACY
<br /> 63' EAST ANp 74' SOUTH OF CENTERLINE OF ELEV 644.50 � AND 11" MIN 7REAd5 � Of ANY EQUIPh1�NT, BUILDINC COA�ONENr, SCAFFOLDING, SUPPORTS, FORM5 OR OTHER N�ORK AIDS,
<br /> MAP2TIN LWTM�R KING JR DRIVE AND GARRISON 648.46 648.36 �-.-�:-- -•� -�- -------- -- - - ----------��-- ADD TIONL REFE � DUTSES OR RESPD SIBILITIES I1�6'OSED BY THE STRUCTURAI YfORK ACT. IN
<br /> AVENiJE IENTRANCE TO SOUTH WATER TREATMENT ---
<br /> PLANT ANO RED CROS5 BUILDING) ,, �' ' j BRIDG CONSTRUCTI ED C IQNS N RTICLES OF THE STANDARD SPECIFICATIONS FOR ROAD ANO
<br /> ELEV 624.13 . : ' 648.42 - ------ ------..,-�==='-' ' - � N (SSR ) SHA L A PLY AND BE IAODTFIED AS FOLLOiYS:
<br /> �' (.i:r�!! �;fi r(1(% ,�1n�Li � __---.._ -,.:. =-�,-�.�"� N 10.198.36
<br /> , ......� __. _.... .
<br /> , _ ....._,„_.._.._..__.__...
<br /> E 0 B L P
<br /> F ��,, , �,,`,. 648.49 � -" "' � � E 9,71q,9g ;� �� UNDER SECTION 105 OF TME SSRB, ADO TWE FOLIpWING SENTENCE� NOTHING CONTAIN�D HEREIN
<br /> � � ' �� �` � CAST IRON PIPE %64 ' 648.11 � ! � r SHALL RELIEVE TME CONTRACTOR OF ITS DUTY TO OBSERVE AND C(1MPLY WITH ALL APPI,ICABLE LAWS,
<br /> }' "� ��� x;,� � � ` ` TO PVC COUPLER � i-ii � �, NOR SHALL THE Ct�1FStiLTING ENGINEER BE RfSPONSIBLE FOR TME CHN?RACTOR'S CONPtIANCE OR
<br /> N
<br /> 1 , , e, 6A, , � !� NON-COA�'LIANCE IMITH SUCH LAWS. UNpER ARTICLE 101.01 OF THE SSRD, ADD THE FOLLOWINC SEN7ENCE�
<br /> , f` , � '�,,..,N.Y,�.r._.__._�.�,._,.__�_.. .,_._. � CONSULTiI� ENGIRl�ER SNALL NOT BE RESPONSIBLE FOR CONTRACTpR'S DUTY TO OBSERVE AND COqIPLY
<br /> � �t '� !,-'� ' '�. � ,. ,' • � ����'77 4 •0 • ` �� f� WITH THE PROVISIONS OF THIS SECTION, OR FOR CONTRACTOR'S FAIIURE TO DO 50.
<br /> ! �' '` � ' {' • ti "� �-NEW SANITARY MANF�LE �
<br /> t` '�,�;, � � �, - 647.70 � _i WITH DROP STACK , 2. THE CONTRACTOp A6FtEE5 TNAT WE/SNE SHALL ASSdJ1AE SE1LE ANO
<br /> ; ; �,^;^�1.;,;"_w" �•, � uci 1 SCAL�� 1" a 20' COkJPLETE RESPQNSfBIIITY FOR JOB
<br /> �. � . � - =t• 6, _ _ � `. ' � \RIM ELEV = 647.� 20, i � z0, SITE COMDITIOMS QURING THE COURSE Of CONSTRUCTYON OF THIS PROJECT, INCLUDING SAFETY Of
<br /> �f t __ . . ;r-`�� � NORTH INV = 6q0� 4 I , � J Q J AlL PROPERTYa THAT TMIS REQUfREMENT SHM.I. kPPLY CON7INU4U5LY At� NOT BE LIMITED TO NORMAL
<br /> � `� , ' „ `, h r r �- pR�p 'q �q� � ��� SOUTH INV = 64d.34 T WORKING HOURS� AND THAT THE CONTRACT�R SktALL dEfEND, INBENflaIfY kA1D HOLD THE OWNER
<br /> ��� .� , - f , '� SAN ,�,�,4��, WEST INV = 64}I.10 t AND THE CONSULTING EPIGINEER HARMLESS FROM bNY AND ALL LIABILITY REAL OR ALLEGED, IN
<br /> � �Pf�flPOSED BUILDING , 546.06 �" iN! DROP INV = 6�0.85 �� � CONNECTION WITH THE PERFOA(dANCE Of WORK ON THIS PROJECT.
<br /> � '`:'� ` `,`4 � �. _ - ADDITION 13722 SF) 6 .52 � � �
<br /> `•�� � =� FIN. FLOOR 648.50 6q6�17 r--�-, 46.1r���� 647.0 �� T`
<br /> ` , CLf�.f3 .d w ! � ir �� ( f� 3. THE CONTRACTOR SHALL BE RESPONSIBIE fOR ALL CONSTRUCTION LAYOUT.
<br /> V '�; 'r;'-" . I '
<br /> � r `�}; r � 4. METHOD Of AI6ASUREME�IT At� METHOD OF PAYAifNT PDRTIONS OF REFERENCED STANDARD SP�CIFICATIOMS
<br /> '.�f)P ?It{, - 6,tJ,t.i _
<br /> 'a� � �� FL. 22"l�N h:i .L'.� p -..,..y,,,, ,.�._,,...,-_.�-o..�_�.. -v_.�.. �_9��a.x 646.26� 4fi.39 46.T6 ;<` ;4� � l• ; SHAIL NOT APPLY.
<br /> �` '''�� _„'. �. 1 � �,+ 6A4.d0.. 44.52 Q3: 45.66 � 646.52 1 ! ,
<br /> 1 ` \� S"`k�CC SIDEWALK � X -� t�`�----y� ' � � � 5. TNE DIMHNSIQNS SWAIYN 14'ERE OBTAINEO FROM fIEID SURVEYS. TNE CONTRACTOR SHALL FIELD VERIFY
<br /> %o4v,Ng ti ''� h + ' , . - N 10 149.47 ;� ; / / ALl DIMfNSI0N5 AND EXISTING SITE CONDITIONS PRIOR TO BIODING.
<br /> � n7.7.[3 . �n ` � � `'..,, >..,-.,,, %i D+ E 9i763.8�9� / i
<br /> h:i.'�.t�".+ ��. MATCH �y,��'•ti + ., 643.38 .., 6 5.12 645 2 646.12 ; 646�A J',y :. � �' �' 6. THE TERKIS "PLACE", "CONSTRUCT" AND "INSTAII" SMALL BE IMTERPRETED TO MEAN "FURNISH ALL
<br /> '���+• :4r �, EXISTING � ,�E� 6�9 76 �q3,88 44.5 645•�4 / ,� � EOUIPI�NT, MAfERIAI AND LABOR TO COMM°LETE THE WORK".
<br /> '� "`�` � ��- q + r• � � � 5�WIOE�SIDEWALKLT.�/ T. THE CONTRACTOR SHALL INSTALL ANO AUIINTAIN FEMPORARY EROSION CONTROL MEASURES TO RESTRICT
<br /> SV�EEDLBUfAP `�' � '�`.�. �`���'�a'E � p ���� / r -�- 2.0% MAX CRO55 SLOP£ SEDIAIENT FROhI MASHING ONTO GARRISON AVENU€ AND MARTIN LUTHER KING JR ORIVE. TNE CONTRACTOR
<br /> � �`' °'�`' ',� 6 4.3 ', 644. � �, / � (4" THICKNESS) / SNAII, AT A MINI1�1, ERECT& MAINTAIN A PERIMETER SILT FILTER FENCE ADJACENT TO 1HE
<br /> TO b'�BELOW ��,'�� s � ��%���o> �.� 4�r.4J6 645.3 -'� J 645 645.81 �
<br /> GATES. A�yOW -- ���� �`�' ,. , _ �7„ PORTLAND CEMENT; CONSTRUCTION LIMIT$ fOR ?HE PROJECT UNTIL CONSTRUCTION OF PERMANENT EROSION COfiTROL FEATURES
<br /> ,v oio FOR DRAINA7?E.. �b�l '� ' p CONCRETE PAVEMENT � ARE CO►�LETED.
<br /> "` �- .��-u. w.'} '�� ,,,__.._ .
<br /> AT CURBS. �''�.'- �. - 642�8 ��.rt 6��4.12-�'� ' '" �T �-� WITH FABRIC 8. THE CONTRACTOR SFFALL $E RESPONSIBLE FOR LOCATING aND PR07�CTING UTILITIES DURIN6 AND UN7IL
<br /> • � � 64.t6--.�, , :.8'R�0 64Q�6 ��0 644.B5
<br /> �4 . ` F�?'j' �;;�°� � r � , FILL IN THESE AREASOI C0�'LETION OF THE PRQJECT. UTILITIES SHONN ON THE PLANS N!ERE I.00ATED IN THE FIELD APifl/OFt
<br /> + 9 \�' '�� ' ���= �� � ��� ' LOCATED FROM CITY OF DfCATUR RECORDS. THESE LOCATIONS AR CdNSIDEREO APPROXI i
<br /> �.._.,. � � fl�'-, .. .-' ,�.^..-,` ;-_ . TO BE DONE AFTER hFA E. TH€
<br /> � 4 •q� �" TEMPORARY wALK CONTRACTOR SHALL VERIfY TNE EXACT IOCATIONS IN THE FIELD (J.U.L.I.E. 1-800-892-0123)
<br /> _._ .,
<br /> ,,._..,:�:-.,.. . +K�._...�_ -�-�-- >---•��-. �, �. 6 � .�' .-,.
<br /> . -r--c.." . -� c5:. -� �..�<�._ -�-..- ......-.-r�--" �.'
<br /> �,.,"r�._._ ,�a-='-,. ,.w.;�-`, ,�-� _ _ ,�, AND PARKIMG ARE
<br /> , ,.,� "- .E4" ... _�' ,.,-�6�3:�3�d`' 43 4 �
<br /> ��\ /� ,, 1 __ _ REMOVED , 9. STORM WATER RUNOfF ANp DETENTION FOR IkIRROYEMENTS �ESIGMED IN ACCORDANCE WITN CITY OF
<br /> N 10.095.00 '� � � �w- ����'���x,�.; �r,� .- DECATUR POLICY IN EfFECT AT DATE OF DRAWING APPROVAL.
<br /> ; ` ...
<br /> . * E 9�539.98 ,--'.-�� � .' �? � -_ _ ..d� F3A�i�' A:; =H�S'A'h! ,,
<br /> ' '�-,.,` V EL. 641.47 .y ., � _.-J �� - ;"t�! '1 i Ri+'� �7�:`�rz1�•n;,•' 10. PARKSNG SPACE DATA EXISTING �Rf U R +�PR
<br /> .._ �,,...
<br /> ,...,,_ ,�
<br /> .._.._. . � � p��_��
<br /> '�� SEE SHEET AS FOR�'�M`� ""^ �* MATCH ' ,'�� �"� 4 •"� _� � ., ���f� �)• f'!,rh5 ANDARD SPACES PROVIDED 9'X 20' EACH �kf �-
<br /> : -- � � , � AOA SPApE PROVIRED 16'X 20' EACH
<br /> ,_ _
<br /> `---�,FENCTNF, GATES TEMPpRARY �';EXISTING � --- ' / .. , TEMPQ&�RY Hd1�FDRAS��l TOTAL '�'�'
<br /> �.F,�IANG. AND CONTRACTOR ' 4 """� '':'�:��f �,r' ' � �d _. . .� / L. AT EACH SIDE OF�WALK 5 pCES PROV[DED �
<br /> _ ....--.
<br /> �� �Ft �,q•g�g'
<br /> _- ,\ �;. , _ ....._. - �- �,9�-�'727 gc9 y _ __ SIDE) N 10 03 99
<br /> ..,
<br /> .
<br /> .. �___, - � - I1. SE ACKS PROPOSED BUILDING ONLY
<br /> �6'` (40' EACH �
<br /> 'f�� TBFRONT YARD SET@ACKS fFT) 25
<br /> _ MAMHOLE TYPE A '-�----- -- --- , ,,, _ `�a E 9.808.89 SIDE YARD SETBACKS (FT) 5
<br /> .._.
<br /> , WITH TYPE 11 FRAAAE AND GRATE � '"" , � A -- REAR YARD SETBACKS l fT) 12
<br /> .a�, ; .
<br /> '•RIM ELEV. = 642,04 '� . .----� - • .
<br /> , USPL = 637.00 , ��. � ' ..;�po , /: -• 35 _ - ,
<br /> , ,�t ,. ,(vl'.'.�` -- �� 4 1
<br /> � �. ;' . �Y�.. r:,�- ..--6 :- r� ,; T,���;-' �1, z. {b..
<br /> - ---•-... ....,..�_ ____, ,, ; � _ �,'•'M E. 4�.D-a � .G; �tr., ,; �;�r� �7 q 12• ALL RADII AND DIMENSIONS SHOWN ARE TO FACE Of CURB.
<br /> --. STORM SEWER TYPE 2 ., , . .;;.� :�. ' ��i' �,'�f.��.f?�? o P�' ��:�,.�' �,; '-:
<br /> �' -•_ 12" X 50 LIN FT � ,% - -..� •.. N � � 6''4 : y �a,,.��-s�
<br /> � ' -�' �`-'`°- - ---•...-�..-_. , _.-..- � `�' .. 13. RIM ELEVATION IS SET AT EDGE OF PAVEAIENT.
<br /> USFL 637.00 ` , �� , -,..W..4,,, �.�.�at.,...."'°,,_.,__- ..._ ._,_�_.....___ • - --- --r. - _ r..- -.-
<br /> DSFL 633.00 � , ./ ; '.• .w"-. ....._�;- ',...,.r,.�,....�:�..�_�.�.-�_�,�t�.,.a••>..�.- R.. . ..��-a,.e�d...,. . r_x z.. a.. ._ .,;�>
<br /> . .._� _ _. i.._..,�_.
<br /> \ �' % 14. CONTRACTOR SMAIL SlI6MIT SWIN' DRAWINGS TO 7HE ARCHITECTIENGINEER fOR THE TEMPOHARY
<br /> (TIE INTO EXISTING INLET) _ ��; �_• ` q : 9 SP AT 9' = 81'-0"
<br /> """'^�-E j-�lh-��-'•-. TEMPORARY ASPHALT-� STAIRS AND TEMPORARY HAMDRAIL PRIOR TO CONSTRUCTION OF SAID ITEMS FOR APPROVAL.
<br /> i"!= I-.I Et - 6 3k'+:'E�(',i � � I_
<br /> :'v•`i^�t �I4,':'s`�� ;''�`�' �,, � ,,ti���!�;:::,'"; ¢�Vt2.�`!'.�! SIDEW'A�LK�(4T'TH�CKNES'.>) `�A 15. CQNTRACTOR SHALL REPLACE CURB BY OR[ILING AND AMCHORING +4 BARS 6 INCMES LONG AT
<br /> 1I �`i "'"'�`� 24" CENTFRS, PRIOR ?0 REPLACING BARRIER CURB.
<br /> �,..., r.
<br /> '�'`'"'"�� ' SAWCUT 16. CONTiZACTOR SHALL REHOVE ALL TEMPORARY PAt�KING, SIDEIYALK, STAIRS ANO ►+ANDRAIL THEN
<br /> EXISTING SEE NOTE 15 RE-GRADE AND RE-SEED AREA TO EXISTING CONDITIONS.
<br /> CURB
<br /> 4" BIT BASE i.)URSE, -' 17. CONTRACTOR SHALL FINISN CUT END Of RETAINING WALL AS REOUIRED.
<br /> i MIXTURE B. TY'�E 2 ORAINAGE L-'
<br /> � L�G�Et� .�'�:. T
<br /> ZONING R-5
<br /> �xisTmic PRQP��ED rTe� S�CTIQN A-A
<br /> LEGAL DESCRIPTION �,�
<br /> �; CONIFEROUS TREE �
<br /> r����' N-30'
<br /> 4r, A PARCEL OF LAND IN THE WfST WALF OF THE NORTHWEST �UAR7ER D7�
<br /> :,J CONTROL POINT OF 5EC7ION 23, TONNSHIP 16 NORTH, RANGE 2 EAST Of THE THIRD �, �p�*�9 p �/, � � �l��gl.<, '
<br /> PRINCIPAL MERIDIAN, MpC�N COUNTY, ILLINOIS, BEING OF RECORD 4FF .,IT� CQNTRQL POINT$ � � �'�v- N j ►Ol1'Z `y',�y14�
<br /> � CURB WLET IN THf MACON COUNTY RECORDER'S OFFICE AS BLOCKS 1 AND 2 OF c�y�'�� �y;�A � ���� � ��x ,v-�
<br /> �� DEC4DUOUS TREE IEFOR6EE AND PATTERSON'S ADOITION, NOW A PART OF THE CITY N 10,050. �0 E 9350.00 EL. 637.29 �124 �
<br /> OF DECATUR SQUTHWEST WATER TREATMENT PLANT. N 10,050.��0 E 9900.00 EL. 630.28 �' � �J � 4' ''�4
<br /> --- x •--- FENCE •-••
<br /> l- HYDRANT �'� �
<br /> �� UGHT PO�E � ��i� IDOT STAI�(,}AI�DS ,�: , Q� �
<br /> 4z , o �11. � ��y
<br /> 0 O1 PA'iEMENT FABRIC � C
<br /> I �r MANHOLE TO THE BEST OF OUR KNOYlLEDGE AHD 9ELIEF THE DRAINAGf Of SURfACE r ' � u E I �
<br /> WATERS WILI NOT BE CNANGED BY THE CONSTRIICTION OF THIS PROJECT OR 604051 FH�dME ANO GRATE TYPE 11 p� 6 �
<br /> - . �- SANITARY SEWER ANY PART THEREOF, OR THAT IF SUCH SURFACE IMAT�R DfiAlNAGE WILL BE T ��'�dT uP�gg
<br /> I, - �-- STORM SEWER CHANGEO ADEOUATE PROVISION HAS 9EEN MADE fOR COLLECTION AND �;ITY STANpARpS SIT� PLAN
<br /> , DIVERSION OF SUCH SURfACE WATERS IMTO PUBLIC AREAS OR DRAINS WHICH 1011 COW.fIINATION CONCRETE CURB AND GUTTER °
<br /> , -�-- WATER LINE THE ONNER HAS A RIGHT TO USE. SUCH WATERS WILL N01 BE DEPOSITED ��rg'��
<br /> ' �� WATER VAL.VE ON THE PROPERTY OF ADJOINIMG LANp OWNERS IN SUCH CONCENTRATIONS AS 10�0 SIO�"WALK RAMPS ACCESSIBLE TO THE OISABLED ACON SOUTH WA7ER TREATMENT PLAN7
<br /> �IAY EXCEED THOSE CONCENTRATIONS WHICH WERE EXISTENT PRIOR TO THE COUNTY 1155 SOUTH MARTIN LUTHER KING JR DRIWE
<br /> ,� WEATHER STATION CONSTRUC7ION OF THE PROJECT. 3020 MAN:iOLE, TYPE A BRID6E ' DECATUR, IL 6{.F' A
<br /> - -OR- CONTOUR 2000 STA�!DARD �ESIGN MANNOLE SITE . 4 E�C.47'tAt � ���
<br /> 6� PAVEMENT ELEV 2010 MANHOLE DETAILS LOCATION 6 ��T�IN ��ei1� �
<br /> PROFESSIONAL ENGINEER OWNER OR AUTHORIZED AGENT
<br /> 2030 DROP STACK L4CATIQN SKE,TCH � & �'�'L'� �gp q/
<br /> ' � O7Ti 7t1•WN "°
<br /> , � p
<br />
|