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Home My WebLink About05050009.15$ / 0 t2" o (W =885.69' / 70.00 VC O O 1000.00 SD w� 87.5 K -Val z 1.30% -0. 0 off- Q 0 4J / I I / O O / - '+ I 1 ! 0� I � � I � ' Q O � J o a 0 v'-i�a 1 t / / Lo I . 1 h I � / 0_ ,UJI 2 +50 (� _ 800 DATUM 880 I I / / 000 GRANULAR 731 l ` RC� (E)= 884.12 .�� \ �a, -- -- �`' o. 0 CO 00 L °o° SEE NOTE .� O/ II CP W. 884.12' = 3.98 \ IE 2 R ( ) IE 88 / � � rri = -Q Q) Q �Q U) L _ C7 J U Z CD 0) N C �Q(fl.o Z N Q 00 W CD m co N N W N O u-) r7 N 'B" NORTH V 731 TC .75 2 RC (E.)= 884.12 -- J 1 +00 2 +00 C, G 3 +00 / 4 +00 \ 34 ,I 8 / TRI O !O M 875 DH E i +00 LINE "B SOUTH +00 3 +00 4t 00 L00 32 J 00 co II0 ao ao . _ Q. 0000 000000 0 +00 0 +50 1 +00 1 +50 a ce =) Q IW Asa` 0 0� / I ,O G � G O ` 10 J--r o z 10 / r✓ � I �o I M UJ Q C � �� OM cc LC) U CC / , \ I O G.. / , --.. / i / / 900 895 1 .o 0.70% O M + 00 + 00 co 0 �o N 4 U d W -0.70% 100.00 VC 1165.06 SO 167.8 K -Val O -w O ,O O 000 0 +'00 z O N 'a 0 O M t� + 00, 000 z N j J w PLAN VIEW - LINE "B" NORTH HORIZONTAL SCALE: 1 " =50' o� 00 . 100 00 00 2 +00 70.00 VC O O 1000.00 SD w� 87.5 K -Val z 1.30% -0. 0 off- Q 0 4J N c� 4 - '+ M U Z ' Q O � J o a 0 v'-i�a LO Lo I . _ _ 0000 000 0 0_ ,UJI 2 +50 CO _ 800 DATUM 880 o6 000 GRANULAR BACKFILL o. 0 CO 00 L °o° SEE NOTE 8 O Q i a � � rri = -Q Q) Q �Q U) L _ C7 J U Z CD 0) N C �Q(fl.o Z N Q 00 W CD m co N N W N O u-) r7 N to °° V 731 TC .75 2 RC (E.)= 884.12 1 i -no- \ - ° - --;� O ,I O IM O !O M 875 0c0 00 L00 o 100000 J 00 co 00.. .. ao ao . _ Q. 0000 000000 0 +00 0 +50 1 +00 1 +50 PLAN VIEW - LINE "B" NORTH HORIZONTAL SCALE: 1 " =50' o� 00 . 100 00 00 2 +00 _y 70.00 VC O O 1000.00 SD w� 87.5 K -Val GROUND 1.30% -0. 0 off- Q gco N c� 4 - '+ M 00 0o Q O d Na o a 0 v'-i�a LO Lo I . _ _ 0000 000 0 0_ ,UJI _y o :ao Ln 0000 3 +50 PROFILE VIEW - LINE "B" NORTH HORIZONTAL SCALE: 1' =50' VERTICAL SCALE: 1 " =5' x 746 $ \ TC 0.85 IE 2 RC (W = 885.69' z°O - O O JOMo� w� +a00o GROUND N NN Q co L0 N c� 4 - _.. - -_ 805 macL" 0 Q O � I O LO Lo I . _ _ 0000 000 0 a°ao , 0000 2 +50 3 +00 o :ao Ln 0000 3 +50 PROFILE VIEW - LINE "B" NORTH HORIZONTAL SCALE: 1' =50' VERTICAL SCALE: 1 " =5' x 746 $ \ TC 0.85 IE 2 RC (W = 885.69' / / / / O O PROPOSED GROUND GRADE 805 - -- - _ - -_ 805 � / I O GROUND �,� GRADE I . o 800 In W W W _ 800 DATUM Q)? aQ � 2 +00 4 STATIONING 000 GRANULAR BACKFILL rn L °o° SEE NOTE 8 O Q i a � � rri = -Q Q) Q �Q U) L _ C7 J U O a N C �Q(fl.o Z N Q 00 W Z co I N O u-) r7 N to °° V 731 TC .75 2 RC (E.)= 884.12 1 i -no- \ - ° - --;� p '- o / ,I W IE ,.,.,• S " ' 1E= If 2 RCP, W. } 884.12 883.98 _ W cc O Ln f- J ? Of Q. O O z 0 p (0 Z = Z"4- a ce =) Q Z JCc J--r o z M UJ Q C � �� OM cc LC) U CC L cc G.. LI "B" NORTH / O c°'o V ' 1 +00 2 +00 G G 3 +00 / 4 +00 \ 34 Z TRIH 1� Co a FIED BY: 4 M. A E G i PE10504920 �.wO •• STATE Of ••'• imp �NDIANP.•'• �tr�� II1 +0o LINE "B" SO TH +o0 3 +0� 4+ Scale: 0 Scale: i' = 50' Sheet 32 Date 06 -20 -05 Project Number 990433 -20610 .F 0 I 0 '000 1 . 1 PLAN VIEW - LINE "B" SOUTH HORIZONTAL SCALE: 1'=50' ll 11`fY`f \9 ytl4 3.St. Ull l0k\'AtAt NUIKlL ll W1'00I owy, Of zuiz ut, IL 1, 42 tIm. buy lot, 1:1 STREET PLAN AND PROFILE NOTES- 1. PAVEMENT TO BE INSPECTED BY ENGINEER PRIOR TO PLACEMENT OF SURFACE COAT. IF PAVEMENT HAS NOT WITHSTOOD CONSTRUCTION TRAFFIC REPLACEMENT MAY BE NECESSARY. 2. ALL MANHOLE AND INLET CASTINGS THAT FALL WITHIN EXISTING AND PROPOSED ASPHALT SHALL HAVE A 10" MINIMUM CONCRETE COLLAR THE FULL DEPTH OF THE ASPHALT. 3. CONTRACTOR TO INSTALL 5' MINIMUM RADIUS TURNOUTS AT ALL DRIVEWAY ENTRANCES AND GRADE FOR POSITIVE DRAINAGE. 4. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN RIGHT -OF -WAY AND ADJACENT UTILITY EASEMENTS, UTILITY INSTALLATION LIMITS AND CUT FILL AREAS. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFIRM TO APPLICABLE LOCAL STANDARDS. SEE TRAFFIC CONTROL PLAN FOR ADDITIONAL INFORMATION. 6. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB OR FACE OF INTEGRAL CURB AND WALK. ALL PAVEMENT AND /OR CURB RADII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED. 900 900 900 100.00 VC 100::00 VC 94.00 VC p 734.26 SD 718.30 SD 451.68 SD 103.0 K -Val 45.9, K -Val 57.2 K -Val 0.51 % -1.48 -1.48% 0.70 70% -0.94 CD U-) O O O 1 O C" Q O O O -M o 0n 895 0� dM � 4L; o� t 0 0i M 895 �a Mao oo C>� �� o� �o co 00oo oao �a 000 arm _ 895 70 O Z Z Z N Z M Z Z �'Z Z - +0p 40 QO ¢O QO ¢O �� ¢:� ¢� F- F- l" F- F- q' F- H H 1--• k-- i"- z cn¢ via nQ CLw aw �w qw dw �w a',w a 1 LJ U 890 890 890 -0.51 _ . _ _ . 0 + _ o °¢ 1.48% - SAG STA, 3 +20.85 CREST STA. 3 +93.13 0 a °� ELEVATION 884.99 ELEVATION 885.24 0 STREET PLAN AND PROFILE NOTES J w 885 - . -0.947 w 885 0.70 %' w 885 1. PAVEMENT TO BE INSPECTED BY ENGINEER PRIOR TO PLACEMENT OF SURFACE COAT. 0:49q o IF PAVEMENT HAS NOT WITHSTOOD CONSTRUCTION TRAFFIC REPLACEMENT MAY BE NECESSARY. C) < z op zo = p w w oq o z = 2. ALL MANHOLE AND INLET CASTINGS THAT FALL WITHIN EXISTING AND PROPOSED ASPHALT 6 3 6 J J O O + o SHALL HAVE A 10" MINIMUM CONCRETE COLLAR THE FULL DEPTH OF THE ASPHALT. 3 � Lp zo N o (Co' Q ± Q w o z o 3. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S z 880 880 Z o N ON Qw ��w N o 880 PRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST C) + w m o o + oo'__ _ __ _ _ _ _ _ .: _ Z �n �.� OF ALL TREES WITHIN RIGHT-OF-WAY AND ADJACENT UTILITY EASEMENTS, UTILITY INSTALLATION C v o+ o 00 N N w _ . _O _ o tw oo LIMITS AND CUT FILL AREAS. im Z W Of w 0~n ? w w 0 °z ;¢ ~ 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFIRM TO APPLICABLE LOCAL o m cn cn w �' N z w STANDARDS. SEE TRAFFIC CONTROL PLAN FOR ADDITIONAL INFORMATION. LO N o M �t 00 �t Oil O;t7 CO O;M O r- d O W'N r-!U) O :O O'O O N O;CA ,ri 07 t 00 00 00 `00 00 t- � r (6!c6 6 iui ui `,ri ldi'L6 vi :L0 Sri i� 5. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB 875 00 00.00 00 00 00.00 00 00 00 00 00 00 00 00 00 !00 00 '00 ALL PAVEMENT AND/OR CURB RADII TO BE FIVE 5 FOOT UNLESS OTHERWISE NOTED. 00 '00 00;00 875 00 00 ,00 00 ,00 00 00 00 0o 00 0o 0o '00 00 00 00 00 00 00 875 / ( ) 4 +00 4 +50 5 +00 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 PROFILE VIEW - LINE "B" SOUTH HORIZONTAL SCALE: 1 " =50' VERTICAL SCALE: 1"=5' PROFILE LEGEND EXISTING PROPOSED GROUND GRADE 805 - -- - _ - -_ 805 EXISTING PROPOSED GROUND �,� GRADE 800 In W W W _ 800 DATUM Q)? aQ � 2 +00 4 STATIONING 000 GRANULAR BACKFILL rn L °o° SEE NOTE 8 In W W W Z H W _ � Z 000 �waZOQ Q)? aQ � wU O Q J O O F 8Na(f)CL QUJJJF - U 00 rn o� I N U Q Q0 co U O Q i a � � Q U <zx = -Q Q) Q �Q U) L _ C7 J U O a N C �Q(fl.o Z N Q 00 W Z co N O u-) r7 N to °° V cc M C W W cc O Ln f- J LIJ W Of Q. O O z 0 p (0 Z = Z"4- a ce =) Q Z JCc J--r o z M UJ Q C � �� OM cc LC) U CC L cc G.. cc clo O c°'o V � M Z Co a FIED BY: 4 M. A Q; �G \S7Fq •. Filji CJ PE10504920 �.wO •• STATE Of ••'• imp �NDIANP.•'• �tr�� Drawn By: MAW Checw 4: CMW Quality Assurance: DAL Scale: 0 Scale: i' = 50' Sheet C602 Date 06 -20 -05 Project Number 990433 -20610