R2011-150 AUTHORIZING REDEVELOPMENT AGREEMENT

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D A B C D E F G H b" RIGID PAVEMENT REPAIR FLEXIBLE PAVEMENT REPAIR PC.CONCRETE R=1' .. CURB IF EXISTING PAVEMENT I5. IF EXI5TIN6 PAVEMENT IS L CONCRETE,REPLACE WITH I. STONE,REPLACE WITH A4GREGATE PORTLAND GEMENT C,ONGRETE SURFACE COURSE,TYPE B 6 6U55E75 SHGM'J'( 6 PERMITTED PAVEMENT. 2. BITUMINOUS,REPLACE WITH HOT-MIXED \B\ REINFORGIN6 BAR ASPHALT SURFACE COURSE,MIX'D",N10. ;+'i . S1 sg 1-112 Q� JOINT SEALANT TS p p p❑ INITIAL SAW 1/1'PRF-MOLDED rm CUT,iYP.5'GONG.CURB r]O G O G O G a JOINT CONT EXPJOINT EDGE)JACK 30G'O �`7"-; L 23" J O } B 0 O O O G O❑ 12"MIN-{ 12"MIN SEALANT BRG1'JM FINISH WITH P51 28 DAY MIH DIAMETER 1 ❑❑G❑G❑ TOOLED,JOINTS WIEXP m e 20' Bb GONG.CURB GI in 7/e. b 11 0 G G 11 o q ' ! ;�, /�. - 77 5'-0'O.C. OG AND COAST .NTS®5'O.G. SCALE: 1"=I'-O' 64.1 •�0 0❑❑DC7 2-I/4" f 6^MIN Be y/�/,%�%/�• 2 700\JOINT 61.518'9 Hole and 5/8'x 4-3/4" B Io' 2-I/4"Slotted hle Far ylvmizedU2' L EXISTING EXISTING oE eolt,N:t ad YVosher t2 J2' 6' I CURB BOX 5/8 22-3/4"DIA. PAVEMENT PAVEMENT '^ u R-1` 0 0 0 EI, B ADV CURB FROM �II26"DIA I/8" L'U I/4TFT SLOPE '1 ��7.'��-23"DIA SECTION G-C, r ° FINAL SAW CD - - 3/4" 5-1/2"TO 9" 7 3/4" I' t . O GUT.TVP. } --d qb I/2" I ij 21"DIA 22-3/4"DIA. ° - s •}• "• 3/4" I l/ 5��" b-I 4" -3/4" } 3 STACKING LU66 NOTES: LJ } I " 3" f° _ ` ` B MAX iYP) AT 120'(OPTIONAL) A ALL MATERIALS AND METHODS SHALL BE IN ACCORDANCE WITH THE GITY OF DECATUR, R=s/a' SECTION D-D 1/ �-R=I" 3/4" 9" . t--3/4" ILLINOIS REQUIREMENTS. 2 /�\\/� ///\//\�\//\/ - _ _ _ { 5/Ib" -I/4" III��I 1 B. THE PAVEMENT REPLACEMENTS 5HOWN ARE MINIMUMS.THE EXI5TING PAVEMENT SECTION _- \\ \//\ 3�4 A 5 I/" R 2EL 31' 24" -yl SHALL DICTATE THE EXALT THICKNESS HHEN GREATER THAN 5HOWN ABOVE. COMPACTED t - - 24 1/21 - F; "B(/ 23" 5/8" ' } CAST CLOSED LID G.7}{E INITIAL CUT LINE SHALL BE OUTLINED WITH A SAW GUT OF SUFFICIENT DEPTH TO - '�E 1-3/4'r-L I 17• 34" '1 3-1/2" 6RAY IRON LID INSURE THAT THE PAVEMENT TO BE REMOVED GAN BE BROKEN AWAY WITHOUT 4" 1 I SECTION A-A `�4" U 125 LBS STRUCTURAL DAMAGE TO THE PAVEMENT REMAINING. 314' 1112 SECTION B-B D THE FINAL SAW GUT SHALL BE MADE SAWING FULL DEPTH A MINIMN4 OF 12"BEYOND ANYR IB" 3" CAST FRAME PAVEMENT DAMAGE AND SHALL BE MADE AFTER THE TRANGH HAS BEEN FILLED AND 11 B I ' GRAY IRON FRAME CAST OPEN LID AFTERGOMPA(TTEO. Z •=THICKNESS OF PAVEMENT IS 2'OR AS SHOW OI.1 PLAN _Jfl I --_'yJ111111� 2"-{I_' 3/4" E. AFTER THE PAVEMENT HAS BEEN REPLACED,THE PERIMETER OF THE SAW JOINT SHALL z r z 3/a" 22 1/4" 3/4" 1 1162 LB5 CRAY IRON LID p .�� m Ed= SECTION B-B BE SEALED BY AN APPLICATION OF BITUMINOUS MATERIAL. 23 3/4" I Ib LBS En m X- y�- B-b THICKENED EDGE WALK A2 2" FRAME AND LID- TYPE I F2 PAVEMENT PATCHING H4 rn uB"-, 7/B"-I f-` 6114 G4.1 SCALE: NO SCALE SCALE: NO SCALE SCALE: NO SCALE G4.1 r�--- ' G4.1 N 6 3 1/2" I+--'3• ' I MI11/4" ALTERNATE MATERIALS T ALTERNATE MATERIALS i 1/2 { 6.6-W1.4xW1.4 - -, FOR WALLS FOR WALLS WhtF l3" lJ-f II/4' + { { DOhPISPCUT FI_IIDEI ItF4 h ua r- I.OMIT SELECT 6RANiLAR b'P.G.CONCRETE ___ __ PiPE TO BE INSTAZCECS��, BRICK MASONRY B' PRECAST REINFORCED 3' _ I� � , EMBEDMENT AND 6RAN,LAR b" PAVEMENT 1 1 2 2 Rypl'1 f`3/4" BUILOIN6 FACE ,. SO THAT JOINTS ARE BACKFILL i0 ONE!U FOOT OVER LAST-IN-PLACE CONCRETE b' CONCRETE SECTION r 1!�" 22"��I/ ^} Mla 3• , QUIDISTANT FROM THE THE TOP OF THE WATER MAIN AND CONCRETE MASONRY UNIT 5• -{ , II_ 13/4" I TER MAIN GENT USE SELECT EXCAVATED MATERIALOR --- A SECTION G-G pOWN5Pq/T ADAPTER (CLA55 IV)AND COMPACT THE 4"MIN SECTION A-A /4" WATER LENGTH 7F l'. CAST FRAME 15/16' 2" 5/6" 4" r 3"FROM FF. `ESR �N 2 IF SELECT 6R/W1LAR BACKFILL j a a 357 L85 -I 3/4" '7 f Z" D� 1 F.F. 1 I SAND 4"T \ \ \ \ \ ` 00 O } FINISHED GRADE I'-6" I/2 LENGTH OF EXI571%SEVER EXISTS,REMOVE LINE INTRENCH AND HDTH OF ---- J /,.//,.//.. //,.// / 000 } _� MINIMUM SEWER PIPE 3"MIN. EFAI (A51�ION TE 4'A66RE6ATE BASE r 13/16" 5/8" C, 000 T BUT NOT LE55 THAN ATERIAL(CLASS IV)REPLACE HITH 7�EXCAVATED AN SSLAB yyEN THE PREGAEFABIRICATED 5T COURSE,TYPE B COMPACTED 1 _ L 000 1CI6 7/B" PIPE 5 FEET,BOTH SIDES GOHP.rT 16"IMle5s 000 RE RETE SECTION CiORCED -c a SUB6RAOE } Ooo I O Otherwise SEE PLANS <^ V� } 1 000 1 1 IB'MIN gw "5"r ^S"« F3.oDE SEVER LA (iIASU'PORT Noted TOP df FOR PIPE 51ZE ALTERNATE 15 USED c m z o CONCRETE PAVEMENT DETAIL A4 } f 3/4•'7/16" }-22" j VARIES Q SEWS EIA. SEWER DIA O^INE TO PREVENT Plms Ma'o nl� T- 1 Z f v I= DAMAGE 011E ro SETTLEt4ENr. �+C7 E- SCALE: NO SCALE 64.1 SECTION D-D D (24"MINIMV-9 EU100.1NE`'1 - WATER 4.•5.15 THE LENGTH NECESSARY m v (AST 6RATE G •1. SEVER 24' I`l F-2"MIN ^W I'-6"MIN MAIN TO PROVIDE TEN(10)FEET OF 1 D:amete I 4"MIN. Y--1 4'-5'PIA-VERIZED AI•$7 FRAME AND CRATE -TYPE 3 101 L55 G4 W O SEPARATION AND 15 MEASIMO r 3"MIN O W F C) RECONSTRUCTED Ex15nAG ut - WATER PERPENDICULAR TO SEVER LINE. I !/)A.a :n SCALE- NO SCALE CASING 4" U W FV SURFACE AND BASE w 0 L J 5 CONRAGTION REdAREMENTS I u7 D G4.1 a MAIN - "L"FEET OF WATER PIPE Th BE LAID ON A �n m (REGRADED AS SHOWN ON THE SHALL BE AS STATED IN THE !Jost-yl- loCa MINIMIM�6RADE D �7GED GU5NfON U 01 DRAWIN65) 24" .-I 24" 6"0 DOHd5FOur PIPE(SLOPE TO AIN MATERIAL FO '5TANDARD SPECIFICATIONS FOR P Q. T of I i of g a CASING OF WATER MAIN concrete g 3'HOT-MIX ASPHALT oP op v STORM 5E4ER OR DOWNSPOUT WATER AND SEVER MAIN DIFFERENTLY GN THE CONCRETE SLAB "7 I SLRFACE X ASPH MIX D, Mosorry ' CONNECTION AT 1.09%MINIK#-V SEAL ENDS OF CASING. CON5TRUCTION IN ILLIN SEcnON SECTION A-A PLANS ALTERNATE SECTION 5 10-4 N70 DOWNSPOUT COLLECTION ADAPTER 05 SEDER-WATER MAIN GR0551N6 DETAILS F4 STORM INLET - TYPE A H2 EXISTING PAVEMENT IS"• 15 SCALE: NO SCALE 5GALE: NO SCALE 64.I G4.1 SCALE: NO SCALE G4.1 ry Variable Vcrioble EXI5TING PAVEMENT _PERSHIN6 ROAD _ _ p { T 36 T T biometer T CROWD (REPAIR IN ACCORDANCE WITHwAT$R Diameter SEE PLANS CITY OF DECATU2 REL�'NRENENT'5) VARIABLE - R=2" OR PIPE 51ZE d t r b { \ \ - _ ---- Inlet lout l t 1 `�' AGGREGATE-LD.O.L ---- � l N N GRADATION GA-b,GA-9 FIRE HYDRANT a .J_ OR CONTROLLED FIRE HYDRAN IRO' n)tt EXIS7IM,BASE LGI.RSE b PIPE TO BE LAID ON A b' Concrete ¢ z LOH-STREN5TH 127' V a1 Cost-'n-ploce MNIMUH GRADE OF I%UNLESS Cast-n-place MATERIAL COMPACTED GARWASH REGIONS / 326' 0 6 COMPACTED 51.Soncre GRADE Cte NOTED DIFFERENTLY ON THE Comet. 0,PLANS \ w IN b'LIFTS(CLOSE BANK T ELEVATION-ECCENTRIC ELEVATION-CONCENTRIC tg ° PEASEREJ TO asp H¢ W t w ) STANDARD PROCTOR O / W 9 RECONSTRUCTED PAVEMENT Ab f CEN5ITY(ASTM 0-6q,5). C �+ W W i, INLET WITH INLET AND OUTLET PIPES z > t ° SCALE: NO SCALE G4.1 z 4 a N w \ 12 INCH }'• m 3'NOT-MIX ASPHALT b"MI 2"MIN. w z - p T,6 < 12 INCH - - - - F F x Z = SERFAGE CGi.RSE MIX D, 63MMIN. z �'a" N70 L W v INITIAL BACKFILL WITH N __ __ ___ - cD EXISTING PAVEMENT 3'MIN 7 BION PRECAST ntD T GA-6 OR GA-9 o'! PREFABRICATED CONCRETE SLAB REINFORCED G15HION DIA r w W .Ii WEN THE PRECAST REINFORCED CONCRETE SLAB 12 INCH - CONCRETE SECTION ALTERNATE IS °oo° 4 IN BEDDING __ -.-- - RE HYDRIN Z °000` 4 INCH.0/2 GRANULAR NO, w7 USED °°°°°o o ° a ° CRADLE ANO HAUNGHIN6 _ - - - w t,it N TERNATE BOTTOM SLABBOTTOM SLAB .�.�. .�.�.�. 6 ALTERNATE MATERIAL5 FOR WALLS T NOTE:IF PVC,HDPE,OR CORRLISATED NOTE:BELL HOLES W1LL FIRE HYDRANT 2B5' 153' 300 T -_- _ PROJECT NO E FETAL FLEXIBLE PIPE 15 USED INSTALL BE DEI,50 THAT THE 012504 OD BRICK MASONRY B• CLASS I EMBEDMENT MATERIAL IN WEIGHT OF THE PIPE 15 M 8'GEMENT 57ABILIZED BASE ACGORDAReE WITH ASTM D 2321.IF EXTRA NOT 5E9'PORTED BY THE C B" WATER -- -- -- - - DATE STAMP GOER5E CAST-IN-PLACE CONCRETE 6' STRENGTH CLAY PIPE OR REINFORCED BELLS OF THE PIPE. CONCRETE rusavxr u4r y CONCRETE PIPE 15 16ED INSTALL GLASS B p EMBEDMENT MATERIAL IN ACCORDANCE ry PRECAST REINFORCED CONCRETE SECTION 3' WITH A5TM C-12. SHEET NUMBER 75 GEMENT STABILIZED PAVEMENT A8 STORM INLET TYPE B G8 SANITARY/STORM TRENCH DETAIL D8 WATERMAIN AND HYDRANT LOCATIONS HB ( °T �' SCALE: NO SCALE G4.1 SCALE: NO SCALE G4.1 SCALE: NO SCALE G4.1 SCALE: NO SCALE G4.1 C4. B EXHIBIT 1