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Ordinance 2001-07B oversize plans m Proposed z 3w wM for Of o � N z w33w aww 'nww0 X Of V ca 0 0 U Ncrww 00 Q. a- Q. Cit , ■ ■ ■ Lo p® or V e rwww STANDARD SYMBOLS ,y INDEX OF SHEETS w000 w X J J cnaa Q 0 0 0 0 EXISTING PROPOSED DESCRIPTION wwww SHEET N0. w w w w wwww of -- ---- > STORM SEWER — >------ >— 0 o ° Oo -< --c -- SANITARY SEWER --C -----{ — 1 . TITLE SHEET 00 ° 'j -- rM --- FORCEMAIN Fl----- c I N c� I � - -- -- » - PVC STORM SEWER —>---»-- 2. OVERALL LAYOUT N N N ----w -- WATER MAIN W - F- --- ELECTRIC E 3, SITE DIMENSIONAL AND PAVING PLAN ------ ----- GAS 4. UTILITY PLAN --- T - - TELEPHONE T SANITARY MANHOLE © 5, OFFSITE UTILITY PLAN o a C„ STORM MANHOLE ® 6. GRADING AND SOIL EROSION CONTROL PLAN W C _> CATCH BASIN 0 7. PAVEMENT MARKING PLAN ❑ STORM INLET RQ ��P/ Cr CLEANOUT q0 PLAN AND PROFILES — o HAY BALES o00 LU R 8. MARKETPLACE DRIVE STA. 0+00 TO STA. 8+62.62 RIP RAP e� VALVE IN VAULT B °m ��NN 9. LANDMARK AVENUE STA. 0+00 TO STA. 12+55.64 VALVE IN BOX 10, SANITARY SEWER PLAN AND PROFILE � Y FIRE HYDRANT N 11 . SANITARY SEWER PLAN AND PROFILE BUFFALO BOX m� N 12, CONSTRUCTION DETAILS ® o FLARED END SECTION ++ z 13, CONSTRUCTION DETAILS W o a_ STREET LIGHT �- Z a> 1 SUMMIT d v� PROJECT 14. CONSTRUCTION DETAILS AND SPECIFICATIONS LOW POINT © 15. SITE SPECIFICATIONS 795.2 RIM/ LOCATION. 7so.25 INVERT ELEVATION 90.25 ELEVATION OF TOP OF CURB AT STRUCTURE 795.2 T/C a INVERT ELEVATION 90.25 34 M - DITCH OR SWALE DIRECTION OF FLOW - W ►n _ OVERFLOW RELIEF SWALE 1 FOOT CONTOURS /'`66g _✓ ��� ---- ----- — CURB AND GUTTER ---- ------- -- DEPRESSED 4 7 cc CURB AND GUTTER RIVER Z w o ROAD --� REVERSE CURB D AND GUTTER v SIDEWALK TTT�`I-( TT W ACCESSIBLE CURB F 4r.9P QU/ s .��a► , ----- 1---------- PROPERTY LINE Fox X R�SEy E� MAIL BOX 'aft SIGN • TRAFFIC SIGNAL River >r o- POWER POLE OX RO PD v� GUY WIRE F GAS VALVE 126 VAN EMMON RD, Fir HANDHOLE EFJ COMM ED BOX o ? IBT BOX ----*-- --„ CHAIN-LINK FENCE SPOT ELEVATION /T792.8 LOCATION MAP BENCHMARKS; x v BUSH/TREE LINE 4' E 161• N.T.S. TRUNKCIDUp DECIDUOUS INCHES CITY BENCHMARKS_ ( ) TOP OF THE NORIHWEST FLANGE BOLT ON THE FIRST HYDRANT NORTH co o CONIFEROUS TREE WITH 25' DEVEL-OPER OF ROUTE 34 ON THE WEST SIDE OF ROUTE 47 NEAR THEATER. ELEVATION = 641 ,39 o HEIGHT IN FEET (TBR) % IUD SILT FENCE ..� a TOP OF THE NORTHEAST BOLT ON THE STREETLIGHT ON THE NORTH SIDE W ' OF ROUTE 34 EAST OF THE EAST ENTRANCE TO McDONALDS. � W . ELEVATION = 64012 Uj L SITE BENCHMARKS J j SECOND BOX CUT ON TOP OF CURB AT THE ENTRANCE OF YORKVILLE r ABBREVIATIONS CE DEVELOPMENT �— - W C O R P O R A T I O N STUDIO AND MOTEL (APPROXIMATELY 13 EAST OF THE EAST PROPERTY LINE). W > ` ELEVATION = 641 .05 Q x AGG, AGGREGATE GRAVEL FM FORCE MAIN PVT POINT CF VERTICAL TANGENCY 513 CENTRAL AVENUE SUITE 400 TAG BOLT ON FIRE HYDRANT SOUTH OF THE INTERSECTION OF ROUTE 34 419 j B.A.M. BIT. AGG, MIXTURE G GROUND P PAVEMENT HIGHLAND PARK I L. 6 0 0 3 5 �' B�-B BACK TO BACK GAS GAS R RADIUS > AND ROUTE 47 Oil THE EAST SIDE OF ROUTE 47 BEHIND LANDMARK BB BUFFALO BOX G/F GRADE AT FOUNCATION RCP REINFORCED CONCRETE PIPE PHONE: (8 4 7) 9 2 6— 9 9 9 9 AU TOWASH (LOT `?). LL f a BIT. BITUMINOUS CONCRETE GW GUY WIRE R,O.W, RIGHT-OF-WAY c`, BM BENCHMARK HDWL HEADWALL RR RAILROAD ELEVATION = 638.50 .j ® a BO BY OTHERS HH HANDHOLE SAN SANITARY SEWER z c° CB CATCH BASIN HWL HIGH WATER LEVEL SF SQUARE FOOT j j CL CENTERLINE HYD. HYDRANT SHLD. SHOULDER >_ — CMP CORRUGATED METAL PIPE INL INLET SL STREET LIGHT > CC w CNTRL CONTROL INV. INVERT SMH SANITARY MANHOLE p CONC. CONCRETE IP IRON PIPE ST STORM SEWER CY CUBIC YARD MAX. MAXIMUM STA. STATION D DITCH MB MAILBOX SY SQUARE YARDS x 0 z DIA, DIAMETER MH STORM MANHOLE TBR TO BE PEMOVED �pg DIP DUCTILE IRON PIPE MIN, MINIMUM T TELEPHONE DIWM DUCTILE IRON WATER MAIN NWL NORMAL WATER LEVEL T/C TOP OF CURB 0 z OT DRAIN TILE PC POINT OF CURVE T/F TOP OF FOUNDATION w E ELECTRIC PCC POINT OF COMPOJND CURVE T/P TOP OF PIPE �� ICJ -� E-E EDGE TO EDGE PI POINT OF INTERS;_CTION T/W TOP OF WALK 0 ELEV. ELEVATION PL PROPERTY LINE T/WALL TOP OF WALL E/P EDGE OF PAVEMENT PP POWER POLE TRANS TRANSFORMER o o ..� n EX. EXISTING PROP. PROPOSED VB VALVE BOX o F-F FACE TO FADE PT POINT OF TANGENCY VV VALVE VAULT ? cn j FES FLARED END SECTION PVC POLYVINYL CHLOPIDE PIPE WL WATER LEVEL •'; F/F FINISHED FLOOR PVC POINT OF VERlIC'{L CURVE WM WATER MAIN U FL FLOW LINE PA POINT OF VERTICAL INTERSECTION o 5: U. oil o! a z - z UTILITY CONTA(ITS PROJ. ENO.. T.T.R. ELECTRIC TELEPHONE: STORM/SANITARY/WATER; ENG.- HERS' COMMONWEALTH EDISON CO. AMERITECH CITY OF YORKVILLE DRAWN BY: REH 65 WEST WEBSTER STREET 800 GAME FARM ROAD JOINT 900 WOODLEINDS' IL BOOBS MONTGOMERY, ROAD 60538 JOLIET I 60431 Y CHECKED BY. ° ' y UTILITY PAY ®4T 8�4 X54-0095 (630)-844-6231 L ORKVILLE, IL 60560 DATE. 1-25-01 d m LOCATING (815)-774-6797 (630)-553-4350 t !'i' /!► INFORMATION FOR CONTACT: MIKE LEVI CONTACT: CARY BR'IESE CONTACT: JOE WYWROT SCALE: N.T.S, f :- EXCAVATORS ® GAS: CABLE TELEVISION: SHEET 2"' NICOR AT&T 1 1629 CHAMPLAIN ST. 993 OAK AVENUE OF o Call 48 hours before you dig OTTAWA, IL 61350 AURORA, IL 60506 N (Excluding Sat., Sun. do Holidays) (815)-433-3850 X:244 (530)-897-2288 ° 1 - 800- 892- 0123 CONTACT: DORRIS LEWIS TDCYV 2897 d SEAL ------ -- ------- - ----- -- - - -- - - --- - ----- -- - - -- - - PROPOSED SIGNALIZE INTERSECTION � �1� , 1�11 ,III I w - 2-- - -� ! -:'-" I 7, - - � '"u'l-'q - � -':", �i ll-P r " x = - - � 11 I �-� ' ' 'j � I (�� 1� 22 11-1 11 ,I') � � " , - -- , �-.' r; I 11) r�" -,- --- --,- -,- -- -- ''----.--, ---- -----; , --- - - ". . � --.- -,---,.--..--�-- ----- - ----- - - =�-- -- - � ---�--- -L-1- - . - - - k-� -4��-�- - ---,-------",-----,. .� � -- ----- ---- - 4 -N, -- . - --- -- - -1 -� - �� I-- - - .� - .:_ -_ ' -- - -- --- - �--- - I---- - -.1 ------- ----- ----- -.I--- -- I------- -- � -------- -------' � --B�i14 1-01-��7D --� -1 � ---l-­ -.----, - - ---------I- ----,- " --- ------- ---- - - ---- ------ I d' - - -----,- --- ---�-- -- --- ---l- .- -.-.- -,-- -----,- - .,-.---- -- --- - ---. ---- -.-- --- ----- - ----- - --- --..- - -- --- - ---- -�-'---- -- _- _-�"-- ----- ------- --- ----, --- -- --- ----- - - --- -- --- -- --- --- ---- -'- --'-- - - - ---.--- -- ---- - .----- -- -=_--'-- ==Z�--- ---- .- -- -- -- ---- -,-. =--- �-­_-,-'.-� --- ------- ---,--,--_-, .:.�.----�--- -'-- '---=-�= -----------l-� -=----.-----l------­-------- --L------------ -------- ,-------------- ---- -, --- ---- - -__ - _' __,-- I-- 170' TAPER 80' STORAGE 0 --- -- -.--=_ __ � ------ ..- .-- --,-- --- .----- ---- --- - ,- ---- ----- - ---'-----'- � - -- -- -,---, -- ------ - - -,.-,- -- --- - -- --- -- U.S. ROUTE NO. 34 - - WIN - - Im 0 CD -- - , - ,-- , -�'j , \, ll�l -- - - - - . - _ I i6 - - - - - ,A- - (�!'��"�-�- -'-�- -�-'�' . -- - - -- ---- - AS; HAFT PAVEMEN7 Q� MEET EXISTING ..-.-- .-.-.-- .-.-- -- -- -.-- --,-, --', -- --- --.-- ---.,----- ------- I-.-- --- ----" '---- -- ---' --- - MEET EXISTING 11 CZ) MEET EXISTING MEET EXISTING . -I,----.- -.--- --l- --- -.---- -,.- ---- -- .. . - - � --- - ---- - ----- . - - -- -- .--- --------- - - ---- - - - - ----- -- --- -.- --==�=---1 --*=-=-L-=---1 - ---, -----.-- --- - -- � -- --- --- --.- ,------ ---. ---- ---- - .--- ---- -- --- ----- - -- -F- - ---- ------- , ::- --- -:--- -------------------- --- - -- ----- --- ---- -- �'�� 4 ! --l-I . -- -- --.--- ------ ,----- -- ------ - ---, - ------- ,------- - ---- --- -.-- - -- - --- 1-11" 1-1. ,� ..;�-- -- . --- - ----'---- - --- . . - � i; ' ' -- .-I- -- --- -------- , -- _ -- - - � --- .------- - ----.-- - - " �-7 -------- I - '---.--'- - �... -- - -- - -� - - - - - . 11--- - - /�' ' -------- ---- ----- - -- --------- ---, CURD ---�\ A`1`�At,�� "I"Il'-flt�Rp -- ------- --------- ---- - --- ,- -- ---,-- ------- - --i - ---- -- --- -- -- --1- ----- - I : - - DRT A I ,- 3 ' '�,Ril ,--- -- - - I -- ---- - I -- - -- ��-' -- pw--:�;I GN B6:24 CURB & GUTTER I 0 CURB & GUTTER � "- --lx--'� - I-- -- ---- -1---- I- --- ----- -- --11� --- I ` - I- 1�11.-- -1------ ------) -- �--- -1 -- -- --- ill 11 14 �' go �- ----- - �' .- ----- -- --- ----, -N' "11 � --- I I I i z t'--,i)- � I 0 < i �'136:24 CURB & GUTTER op 11 - - - - - - - - - - - 1� - --- --l-, -- " ' / -7-t- -i I I / / / I ' ! � - - -----------� - - I � '- PYLON SIGN (TYP.) � ' / " ' / > - - 0 - - -I - - - - / " // /' m 10' TRANSITION FROM 136:12 ''. ... , 'J �� I I , "I / , . ��) I , / / z � I 1.I 1, . �� ''D / I , , � / // - ill I TO B6:24 CURB & GUTTER .,... 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I / / / ,/ ; I I- --I---- ' / L-�-1 / +00, , // / ' , ' I/,' � / // " ' .' : / , ' / , � '/�/ / ' / / I / I / I ) , , , , , , ; /-/ / / / Z f . , I I I I I I / / , 7 5 -'��' " // . / , / , / 7 / �'-'--j / , DEPR SS ALL Ct - :-" I / / / / / 1I / 1-1 // / / 0 1 E - �- ' / ;��' '/ � / / / ' , , , -1 / " , / // / - / / / " / //// // / -�-��� �11 I 1 / / . / / / / / 3: J�RB FOR ' . / � DATE, 2-28-01 0 � HANDICAP RAMP AT - , ;"/ / , // f / // / / GRAPHIC SCALE " , I / , , � ALL SIDEWALK HWL=63.5.5 - - -1 I , I I SCALE. - 50' -------� f 50 0 25 50 100 200 10 !� -------� -------� --------� I I LOCATIONS, TYP. DETENTION BASIN rlr► � 6m m Ili I I I m - ....j SHEET 6 i--=,--- I I / ` , I I- I - I or*0000 11 - I I 0 NWL=628.0------_____� I (--� ( IN FEET ) OF § 1 inch = 50 ft. 1 1 N te N I mCyv 28971 I- 0 - - - - . . 2 . I of3: ww w w CIO a0000n. a GRAPHIC SCALE FINAL PLAT OF SUBDIVISION 00000000 OF RETURN TO: � w w rn so o so so 120 zaa CITY OF YORKVILLE r\ U S. ROUTE 34 z o J J z y "Ag Ou""k III mrt" V I L L E 800 GAME FARM ROAD v w Z) �- �- Q YORKVILLE, IL 60560 Iw 200000 ( IN FEET ) 0 Q zwwuwiinnt 1 inch = 60 ft. Li Ki mr- T P L A C E Q wrr o °acwwWwfw ^ 3 LA- of U z a O Z Z Z�- I-- �-Z Z Z J Z C W W W W W ~ a = CITY OF YORKVILLE Z ° - " BEING A SUBDIVISION OF SECTION 28, TOWNSHIP 37 NORTH, RANGE 7 0: ° ° 0 ° U) � o! _ _3'85.72') EAST OF THE THIRD PRINCIPA_ MERIDIAN, IN KENDALL COUNTY, ILLINOIS. LANII Z a � � � � W ° a TANG ER - AWNUE I- >' U0UUcr cnx SITS mowwwwZ~ M d NT CENT LINE �' NC wzmo_ aaw o t - _ ww .., .-� .-, �-. aww 0000 (� 90° o _ POINT OF COMMENCING � W ui w W � 0w w / CONCRETE MONUMENT CONVEYED T THE LJl/C A TI ON 1 V 1V1 C11 p a p w / • TRANSPORTAOTIO y U AO1$ DEPARTMENT �J o - I I i o O o 0I 0 0 Z �'2 49'1 „ WARRANTY DEED 7a�aa7 U 'S 82'49'�2" F N O r: 1 d ' 2 _ _ Q r 15 ?.u.E. 273.18 E 32 03' uvO° �� - 37Q ( NOT TO SCALE ) N 1v o cv 3 _ / - 24521 ' 21 otnM1) 669 - - 1 1 1 1 o --_ _ 38.23, 5'22'02" 199.99' -�-1 CONVEYED \ 000 Co / R=19.38' o R 6 48 ' .U.E. DS OOCUMENOTONo. 74 30RTAT1ON ' --- 50 \ _ CONVEYED TO Ct)° SO' BUILD! I SETBACK N L- O , • r DEPARTMENT E ILLINOIS Q w LINE -11.72 S Q]°� 4 8„ S 82 49 12" AND RECORDED IN RANSPORT ON _- - w Z 20,00' O �/ C 2C, p COUNTY, ON _ -�-- A V) LCD (� Y O SIGN EASEMEN� --��_ O 50•�Qr _15' P.U.E. v0.2� ` AS DOCUMENT O _ � G 50' BUIIdING /r�11 0 CC) m CV Z ti SETBACK LINE SIGN EASEMENT O vw~i y Y W^ 25.00' SETBACK LINE PER DO C M - (� O,0 12 00' 0 O C7 LOT 6 Q U tt} UMBER 70-3118 ENT ,`:'25.0 O 0 54,671 SQ. FT. m W L-v m Q o _ o�j 27' N a 1.255 AC N = 0 Q �� w -.� 50' BUILDING SETBACK----_"39• X5.00' 0 �"`� LOT 7 r N ti LINE � W o ° O ®?o ,9 �O 42,303 SQ. FT. (p It 0) PLACE OF BEGINNING p-+ 1� co O- L2 Q 0.971 AC N C� It fn -- • o �' _ (( � ° 33.00' �� �W 07 O 7 14- Q V) 0 20' P.u.E. -_ -- `14.00' 0 �° � b z t- 0 263.00' .99 z ' - O I O 165.55' R_14100' O P7 U. O cc o cc 61, 0 L_21-99 O uj � GENERAL NOTES: Q w Q °=j 00 z °N S &2°491 24.92'--__._ 195.82' 20' P.u.E. W Lc� 00 � r 2 319 2.5' P.u.E d ¢ w 1, DISTANCES ARE MARKED IN FEET AND DECIMAL PLACES THEREOF. c�z L o I I 82 113.35' _ O 00 `" z f o \ cn z d' 2. NO DIMENSION SHALL BE ASSUMED BY SCALE MEASUREMENT HEREON. �I■/ ►�. o I1 y � CI-)'� J ^ O, O -- 3. THE BEARINGS ON THIS PLAT ARE NOT RELATED TO ANY SYSTEM, BUT INDICATE PLAT ANGULAR RELATIONSHIP. • L� w u i uj in I m CCS 4. P.U.E. DENOTES PUBLIC UTILITY EASEMENT, V o io c� Z o 0 . 5'18" • E `t o m LOT 8 5. LOTS 6, 7 & 8 HAVE NO DIRECT VEHICULAR ACCESS TO U.S. ROUTE NO. 34. W o ico ? N n O 142,905 SQ. FT. a 62.75 \ m I- L�O7 I N 3.281 AC � N 3 REFERENCES: � �wJ 15' P.U.E. / I Is � N l[E 21 L H 08 L [E 00 �/` f4 �• fit- 1, PLAT OF SURVEY PREPARED BY JAMES M. OLSON ASSOCIATES DATED �I JANUARY 13, 2000. 0 �p CO a CO A Q z° / �� S� 249'12 " E LOT 3 m 015 5.303.956 SQ. FT, 03.68' p��° v;, Q wo az 6.978 AC 51, z U Q // N g2°48 0�., 20' BUILDING S>_ TB^-A 32 ° W e ' tom? a w 3 Z 59 INGRESS/EGRESS EASEMENT LINE cp I m p ® 1r\ Co w 146. 97.97' w Q '� 48'09„ E�J �� ?C (OVER ALL OF LOT 3) °) w o Lu ®1 • ®�, G (��co o 111 82 48 03' E '-- � u l N S 82.48'03" E f 00 -' 7?6o•so J AREA ■ 19.315 ACRES (841,382 SQ. FT.) r to 00 w 13.58' N 82'48'03" W �0 - w W CC I W ao ni a 17.22' / _O - 282 P.U.E. - _ 1 °n 10 I N X7063 E L, Q z 53.93 4 I w 1- _ 5.33' o��o aZ o 314.0Q' N 82`49 12 W 514.0 ' --46.22'\ N 042.687„ E w9 20'� Er 0 'Q O U O N 82°49'12„ W 317 200.00' .46' 23.00' t CV U LOT 3 R 28.50 / N �° LOT 2 82°49'12„ w L-11.80' 15,000 SQ. FT. O 37,3_51, 0.344 AC EASEMENT TAPERS OVER LOT 3 20.00 LLJ Ln }�. Im o 00 LOT 1 N S 82°49'12" E i ' 70,716 sQ. FT. 200.pp' I SHEET INDEX; W 0, 1.623 AC Q � �, w o J � L w ' SHEET 1 OF 2 = BOUNDARY INFORMATION & LOT DETAILS D. d N N N ° N , N ` SHEET 2 OF 2 = LEGAL DESCRIPTION, CERTIFICATIONS AND NOTATIONS J ®_ CV 1SS 984' z \ !yr ® v! O \� LOT 3 u o Q z W S 82°49'12„ LOT 9 J m nl N ?9 53_ 43„ W E 314.p0' W O o' 174.93' 153,980 SQ. FT, ao• Lu a O g ° O a 4/� �o, S g� -`�� -S 79,53'58 �_--_ N 82-49'58" 3.535 AC l G i O E N 89'32'21" W 190.38' 7.5' P.u.E. W r� d- \ c� `� 49 12 E R-198. - _ 59' �_. _ - _-- 51' 5, F u cv UCS 71.22' L=44 So, ___ �- P.U.E.-- --�- P --E 48, R,2 s_P.O.E S 88°43'22° E 186,63'- U.E.--_� r\ U. .. Z N 11 06'27" L'451 5p, S - 15'1`. ° 15 82.48>1 „ E - o� E 2 �.5-P.u.� --_._ 38.77' z o -47,86' -- 96 63, R=201 .50' R=298.54' N 82'49'2 Q �- R_- 8. 3' L=48.86' _ W W I 6g 60 L 85 -� No10 06'17» E L T �23 ,93.66' 'o� �� /NM STORM WA 18.28' 51,197 S0. FT. n a nn TER CONTROL EASEM _- 1.1 75 AC `n ENT �, , l O j 49 �j J "0 AL P.U. VER L OF LOT 4) 5 iLDING '__ ' L=41.94' G� ♦ J 3 SETBACK 58 5.30, __ LINE o S 82.48 ° - N 7$ ,5 30 �_ z 15,43'22 53 33» � -- w 76 '� `� ^ � C:) �=30.00' u. '-� LL 5' �.5� ro R=301,4g• 1.=34.30' � co L=110 c3 \ .35' S 82'49'27 L M i 3 A A!®` „ / _STO_ATE'_ COL EASEMENT 9O.7S' R=23.50' MARK �° FrJ Tv A V E�yu 1 j 0 25' �- L=10.38' --._� RE DEDI C E 15' P.U.E. O DPW i A TI ON �- n R=355.00 DRAWN Bra DPW Z _�� - _-- CHECKED BY. DPW OWNER: DEVELOPER: ENGINEER: 01-05-01 INLAND GROUP, INC. TUCKER DEVELOPMENT CORPORATION MANHARD CONSULTING, LTD. DATE, 2901 BUTTERFIELD ROAD 513 CENTRAL AVENUE, SUITE 400 3050 FINLEY ROAD, SUITE 302 1"=60' OAKBROOK, ILLINOIS 60521 HIGHLAND PARK, ILLINOIS 60035 DOWNERS GROVE, ILLINOIS 60515 SCALE, N PHONE (630) 218-8000 PHONE (847) 926-9999 PHONE (630) 515-8500 SHEET 6i FAX (630) 954-5673 FAX (847) 926-9996 FAX (630) 515-8585 0 OF 0 0 N N TDCYV 2897 v