The URL can be used to link to this page

Home My WebLink About102,103-00 East 96th St Auto Park PP.3Qj ; F7 4np'l -0 5 1 - - j- r 7-4 n1 A A 7 tio ;Q 741 N• OX 7 FLOODWAY PER IDNR 1996 ST�V'\, FLOODWAY PER lD1 11,99,6 STUDY M.E. L 7362 7 .2 739,9 - - __ - ------ z A E. I Future 73* LLF L4 1Z LLJ IN 0 1 * \ : - Devlopment L < co <v t z AV t 739.6 738 0 0 C 739 M . 73 0 735 7 0 739.5 E IFIED BY: - . . ......... . . ... .... ....... ......... . ... .... \0 :AW WE. . .......... . ................. \ST N4 4 wwpi Nor 9.w S 89 44'52" Ej -)D- 11tSTA TI . .. . ............... - - - - ----------- 658-23' (D. & M-) 15' PRESE RVATION AREA :, :A1l�ED �f{'3 F••,1.!rt• I ' :i Trv.Es . .1 : -.N/ ;'�r , •r- SWALE AT 0 50% W/ SSD ----------- fa- Ii 89 '411" (Mam_.) Drown By Marcus Checked By: 77 F� 7N., F'r PA36.0 -738.8 -7'R Bruce H OwRy Assuronct- 'HOLEY MMY' DON'T siz CAU TION DIG LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES ARF A -a -a 0 W. U...'t, S S400 ON THIS PLAN ARE BASED UPON ABOVE Sc BLIND GROUND EVIDENCE (kWding, but not limited to, 740.5 7A7 -0-0 mOnhOlts, inlets, valves, and marks mode upon 7 0 the ground by others) AND ARE SPECULATIVE IN _/ - - - - - - - - - 1 733 IE 2' k 0. 1 S. UNDERGROUND UTILITIES FOR WHICH THFRF K NO r% r% I .0 740740.5 733. r740 5 F7ZO 51 Qj ; F7 4np'l -0 5 1 - - j- r 7-4 n1 A A 7 tio ;Q 741 N• OX 7 FLOODWAY PER IDNR 1996 ST�V'\, FLOODWAY PER lD1 11,99,6 STUDY M.E. L 7362 7 .2 739,9 - - __ - ------ z A E. I Future 73* LLF L4 1Z LLJ IN 0 1 * \ : - Devlopment L < co <v t z AV t 739.6 738 0 0 C 739 M . 73 0 735 7 0 739.5 ........ ......... . . . ... . . ........ F740 5 1 x, 7400 SWALE AT 0.5 W1 ,�n 740 739 5 44P VCPX q� -0 -D SECTION 1, - Z7 100 ELEV. 710.32 i` j, SECTION 1 06 00 ELEV. 7.10.20 E!,0 M E. 31 10 �LEV. 7,9.72 I 735. 4, 31r 9.4 % i2* w;p I or w4m- a 0 1� . " _!w , p; kT lbt i .'. .1 C�- p Q) C4 ASEVENT lk 73 1 1- U-1, 46 1 I N O 0 0 0 2 C J-50% 641 4 F739 • 00• j:. QA2. 16 OD -------------- S 89 4' E l 308.64' Of M CL 73 M.E. 735.5 N 89'58'44' 368.31' E� ITE 1 7356 I C, -SECTION 1134 739.1 71 it M.. -PVC_ 0-4! '5 10. E. CD 321 LF 011- 13 PVC •90.45% 0 A ro k J- 100 14 SANI LATERAL ----741 D�`iFEAL '�Y.; IJ :N'�3T 0 9R_ M 7' C14 19.96� ACJ C' LLJ A rIk4. 3 6' E 6 mul 73 3 .1'IAWK TRUS-1 LLJ _T ,:t 3 24.10' IN < 4w ILd U) C�p h C> 1 .4 LA 17.7 r -fto 4p q LF; CY, i J.1 HINSHAW rn it -?4 ;1z , 1 `i� 'f T N^. i 2 06% _73'� T 359582 S.F. w ; ( BLOCK A FUTURE EV" 8.255 Ac± 96 D IL 0 P M6 J'4 g (M 738.9 3. 87 ACRES 7 R t lro AZI J, 41. 110 739 7 -7 7 'b : C'j 10 M.E. , CD T`�_IMA7 733.8 CIO Lr Or 42' 1,72 w if or pvc '2 SECTIOR'b.,,q a ;t f 739.5 734.4 739.3 t R LLJ ['11A.E. F739.3 11 VJ 730.. 1, Lot !.A"' 100 .__E, LEVs LEVA 719 09 7395 it 5.5 7 iD LOT I N 0 _71 I M' 738 Y 10T V 4 38.7 . C) �73 it 1] 362019 S.F.+ 2 1!w! WA;i" L.111 F739 4 739.2 8.311 Ac± 315810 S. F. I 3 1 \ p r- J! 1 20.00 16 < I411-31 jwj 71250 A c. 2 XX 00 F7 Ln -39-3-1 \1 Ki740 36.00' �OPOSED $ _3 R CHRYSLE M_ R 01i SHIP R �0 _j 41AO 53 J68, 3 31' p� z F739 21 R E AD EV 741 .10 iii V) C F u t u f"'e' 3D.W % ............. C) 0 7 Typ W. PAD E'-, 28 00' LEV=: 7 4 1 1, 00 7, -Pevelopmen "A rep 12- KF E. 0 11 or 15* FOM -PL-R-OPOSED , , , '4� M 7 -V 0- --LL-XU 7 S DE E t H I P! 7- M I I i 738.3 F=7-31-7-1 t' 7 .1 -f 738.9 3 Ar' 938 SE�TJON WN , i� - _w i I Lli 0 LLJ 100 ELEV. 7 9.67 C 738.7 738.91 V) _3_8_7� a, 7 F -A F73A-71 r od 0 U PM� 0 i 738.5 --1 0 73&0 :J FLOOD t 1 R 196 STUDY: F738 57 10'BSL J PROM% 5' W EIMW LK EAAXWS FOR AKkM C( Ai F7A 2 Ei I 7382 PROPOSED 5'%IPE ELECW LK F7-3-7-81 F7_ _M_ -2 1 EASEWNTS FOR VCHORS 4 Lill 1009' F SECTION 0.111 / TV 7-6.84 N 5��- W' 0 --- 70 % PA 7, L_' �54 19 '4 7 TM W4.R F 38 2� T3 'i� 7 7, FLOODWAY PER 1DO-A44"rST '4rA Cr 7 t 6 1001 4' In &- -1 1 � SD 73e2 VIC ............. .................. ......... - ----- 4 . ...... i W.- 731 pd� 7 'k . ..... . ..... N ........ _9" -A.: IN c1r.-.14i ... . ...... ar---x .......... ....... PROPOSiD R//1 ... . ........ . . ..................... ..... . .... ..... ... . . . . . . .. . ......... . ... . . ........ ... . ..... . ........ - --------- . .. ............... ... ....... . .. . ...... . . ............. ...... . ....----_.- ...... .... .. ....... . .. . ........... .......... . ................... _SR t 11; -1mgm 00 .150.1111111, ....... . ... . ................ . ................ ----------...............,:q !T -!F 1-7---__ . ............... ....... ..... L0 1`10M BEG! TRACT T r -A(. T I --- ----------- ------------------- - TC�74*,--435. 0 T nSTH EA S IffE E_ 7 0: 00 _j cc CL E IFIED BY: - \0 --------- - --- - - ........ ......... . . . ... . . ........ F740 5 1 x, 7400 SWALE AT 0.5 W1 ,�n 740 739 5 44P VCPX q� -0 -D SECTION 1, - Z7 100 ELEV. 710.32 i` j, SECTION 1 06 00 ELEV. 7.10.20 E!,0 M E. 31 10 �LEV. 7,9.72 I 735. 4, 31r 9.4 % i2* w;p I or w4m- a 0 1� . " _!w , p; kT lbt i .'. .1 C�- p Q) C4 ASEVENT lk 73 1 1- U-1, 46 1 I N O 0 0 0 2 C J-50% 641 4 F739 • 00• j:. QA2. 16 OD -------------- S 89 4' E l 308.64' Of M CL 73 M.E. 735.5 N 89'58'44' 368.31' E� ITE 1 7356 I C, -SECTION 1134 739.1 71 it M.. -PVC_ 0-4! '5 10. E. CD 321 LF 011- 13 PVC •90.45% 0 A ro k J- 100 14 SANI LATERAL ----741 D�`iFEAL '�Y.; IJ :N'�3T 0 9R_ M 7' C14 19.96� ACJ C' LLJ A rIk4. 3 6' E 6 mul 73 3 .1'IAWK TRUS-1 LLJ _T ,:t 3 24.10' IN < 4w ILd U) C�p h C> 1 .4 LA 17.7 r -fto 4p q LF; CY, i J.1 HINSHAW rn it -?4 ;1z , 1 `i� 'f T N^. i 2 06% _73'� T 359582 S.F. w ; ( BLOCK A FUTURE EV" 8.255 Ac± 96 D IL 0 P M6 J'4 g (M 738.9 3. 87 ACRES 7 R t lro AZI J, 41. 110 739 7 -7 7 'b : C'j 10 M.E. , CD T`�_IMA7 733.8 CIO Lr Or 42' 1,72 w if or pvc '2 SECTIOR'b.,,q a ;t f 739.5 734.4 739.3 t R LLJ ['11A.E. F739.3 11 VJ 730.. 1, Lot !.A"' 100 .__E, LEVs LEVA 719 09 7395 it 5.5 7 iD LOT I N 0 _71 I M' 738 Y 10T V 4 38.7 . C) �73 it 1] 362019 S.F.+ 2 1!w! WA;i" L.111 F739 4 739.2 8.311 Ac± 315810 S. F. I 3 1 \ p r- J! 1 20.00 16 < I411-31 jwj 71250 A c. 2 XX 00 F7 Ln -39-3-1 \1 Ki740 36.00' �OPOSED $ _3 R CHRYSLE M_ R 01i SHIP R �0 _j 41AO 53 J68, 3 31' p� z F739 21 R E AD EV 741 .10 iii V) C F u t u f"'e' 3D.W % ............. C) 0 7 Typ W. PAD E'-, 28 00' LEV=: 7 4 1 1, 00 7, -Pevelopmen "A rep 12- KF E. 0 11 or 15* FOM -PL-R-OPOSED , , , '4� M 7 -V 0- --LL-XU 7 S DE E t H I P! 7- M I I i 738.3 F=7-31-7-1 t' 7 .1 -f 738.9 3 Ar' 938 SE�TJON WN , i� - _w i I Lli 0 LLJ 100 ELEV. 7 9.67 C 738.7 738.91 V) _3_8_7� a, 7 F -A F73A-71 r od 0 U PM� 0 i 738.5 --1 0 73&0 :J FLOOD t 1 R 196 STUDY: F738 57 10'BSL J PROM% 5' W EIMW LK EAAXWS FOR AKkM C( Ai F7A 2 Ei I 7382 PROPOSED 5'%IPE ELECW LK F7-3-7-81 F7_ _M_ -2 1 EASEWNTS FOR VCHORS 4 Lill 1009' F SECTION 0.111 / TV 7-6.84 N 5��- W' 0 --- 70 % PA 7, L_' �54 19 '4 7 TM W4.R F 38 2� T3 'i� 7 7, FLOODWAY PER 1DO-A44"rST '4rA Cr 7 t 6 1001 4' In &- -1 1 � SD 73e2 VIC ............. .................. ......... - ----- 4 . ...... i W.- 731 pd� 7 'k . ..... . ..... N ........ _9" -A.: IN c1r.-.14i ... . ...... ar---x .......... ....... PROPOSiD R//1 ... . ........ . . ..................... ..... . .... ..... ... . . . . . . .. . ......... . ... . . ........ ... . ..... . ........ - --------- . .. ............... ... ....... . .. . ...... . . ............. ...... . ....----_.- ...... .... .. ....... . .. . ........... .......... . ................... _SR t 11; -1mgm 00 .150.1111111, ....... . ... . ................ . ................ ----------...............,:q !T -!F 1-7---__ . ............... ....... ..... L0 1`10M BEG! TRACT T r -A(. T I --- ----------- ------------------- - TC�74*,--435. 0 T nSTH EA S IffE E_ 7 0: 00 _j cc CL E IFIED BY: - \0 \ST N4 920 -)D- 11tSTA TI -.N/ Drown By Marcus Checked By: Bruce H OwRy Assuronct- 'HOLEY MMY' DON'T siz CAU TION DIG LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES sco�e S400 ON THIS PLAN ARE BASED UPON ABOVE Sc BLIND GROUND EVIDENCE (kWding, but not limited to, mOnhOlts, inlets, valves, and marks mode upon the ground by others) AND ARE SPECULATIVE IN Short NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THFRF K NO r% r% I