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Oak Ridge Road Improvements (136th to 146th St) Cross Sections N O 00 N \ O U C1] W 0 Q 137+00 138+00 CD CL CONSTRUCTION CL CONSTRUCTION o EXISTING R/W LINE "A" EXISTING R/W EXISTING R/W LINE "A" EXISTING R/W �D r r 0 855 855 855 855 cn I I I ( I I j 850 850 — 1 850 850 r--- I — — — — — — cn I ` 845 ( I \ ` \ I 845 845 845 ° i O I \ i 0 -12" PIPE I , � \`--15" PIPE I I \ I I o I I I I I I 840 I I 1 840 840 I I ( ( 840 Of J I I I I I I I I I I 835 835 I 1 835 835 1 j � I I , , I I � CD I I I N I � I LO I I I� " 100-6 ' 00 co 830 50 —40 —30 —20 —10 0 10 20 30 40 50 60 70830 830 50 —40 —30 —20 —10 0 10 20 30 40 50 60 70830 136+50 137+50 r CL CONSTRUCTION CL CONSTRUCTION EXISTING R/W [-LINE "A" EXISTING R/W EXISTING R/W LINE "A" EXISTING R/W 855 855 855 855 ' 19.0 � I , ' 3.0' 2.0' I 2.0' I 1 T 8.0' 6.0' 12.0' I 12.0' 6.0' 8.0' 41.0' I I I I 850 I 1 850 850 1 850 _ I ' I .� 0.02 0.02 0.02 I 0.02 0.02 0.02 - -- - - -- I - - - — — 4 I 845 --�-------- I I 845 845 I I 845 12" PIPE I ' ( O 15 — r - PIPE S-9 15" PIPE i I I ' I S-10 � 840 1 840 840 I ( 840 I I I 010 835 I 835 835 50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 to I 8301 1 00 100 830 50 —40 —30 —20 —10 0 10 20 30 40 50 60 HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE scot CITY OF CARMEL 1 = 10 1 = 20 H ,� r RECOMMENDED ..`sTE. 9� %K AC4r O AK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" x 17" VERTICAL SCALE G R FOR APPROVAL 4-29-04 cp . , 3 No. Z DESIGN ENGINEER DATE 1"= 5 1 ' = 10 PE10001104 SURVEY BY SHEETS A STATE F DESIGNED: MCO DRAWN: JW CROSS SECTIONS CROSSROAD ENGINEERING 53 of 87 �h ..... �� GAI—FL PROJECT NO. GAI—IN PROJECT NO. TONAL �- CHECKED: ASW CHECKED: FSH 136+50 to 138+00 A040171.00 2004-161-10 ,v 7� c XAO & C> -,D .c�sS /D oI2 /�7�iC r� N O 00 N d O U m W Z Q EXISTING R/W LINE "A"CL CONSTRUCTION 139+00 CL CONSTRUCTION EXISTING R/W EXISTING R/W LINE "A" 140+00 c 860 EXISTING R/W 860 860 N 860 Lu I 855 I I I 855 855 1 I W _ _ I I , I I , 855 cn CL ' 1 850.50 850 i I ^ I 850 850 850 CD 845 I ��\ I , 845 845 I _ o 845 I I \ I I \ I ��; I I ' 1 af 840 I I I I I ' 840 840 I 1 840 o CD CD 835 I 835 835 835 i I o 830 °° °° I� I —50 —40 —30 —20 —10 0 10 20 30 40 50 60 p co 7 30 830 50 —40 —30 —20 —10 0 10 830 20 30 40 50 60 70 / CL CONSTRUCTION 138+50 CL CONSTRUCTION 860 EXISTING R W LINE "A" EXISTING R/W EXISTING R/W LINE "A" 139+50 860 860 EXISTING R/W I I ' I 860 855 I I I � I I I , 855 855 I I , I I , 855 850 I _ I — �• 850 850 00 \ Q 850 845 0`� I I ` — —� 845 845 I 12 PIPE i \ I I 845 840 1 840 840 I 840 835 I I I I I ' 835 835 835 ' � IFO 830 00 I� 'I� ' —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 30 830 00 00 50 —40 —30 —20 —10 0 830 10 20 30 40 50 60 70 Sc�jT RECOMMENDED CITY OF CARMEL HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE \STfR 9l FOR APPROVAL _ _ 1"= 10' 1 "= 20' Q� Fp . 4 29 04 I'll is OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE „" x 17 VERTICAL SCALE 3 W DESIGN ENGINEER DATE PE10001104 1"= 5' 1"= 10' STATE OF DESIGNED: MCO DRAWN: JW SURVEY BY SHEETS �HDIA . CROSS SECTIONS CROSSROAD ENGINEERING 54 of 87 AL �w CHECKED: ASW CHECKED: FSH 138+00 to 140+00 GAI—FL PROJECT NO. GAI—IN PROJECT NO. A040171.00 2004-161-10 N O 00 N O U m W ° Z 141 +00 142+00 ' CL CONSTRUCTION CL CONSTRUCTION o EXISTING R/W LINE "A" EXISTING R/W EXISTING R/W LINE "A" EXISTING R/W rrj 0 860 860 860 860 x I I I cn Li I I Li 855 I 855 855 j I cn I I 855 00 8.0 6.0 1 00 6.0' 8.0' °Q I I I I 00 00 7 850 — — — 850 850 I 850 af 1 i I 4 845 I I 1-- o END WALL ® I 845 845 I 845 � I STA 140+90 1 I I 42" PIPE I Q 1 S-30 1 I 840 I 840 840 1 840 CD CD i N 1 Ln I I 1 , 835 00 00 835 835 835 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 NOTE: STA. 140+59.84 BEGIN CL CONSTRUCTION TRANSITION BEGIN PGL LEFT AND PGL RIGHT 140+50 141 +50 CL CONSTRUCTION CL CONSTRUCTION EXISTING R/W LINE "A" EXISTING R/W EXISTING R/W LINE "A" EXISTING R/W 855 855 860 860 1 I I I I 1 19.0' 1 I I I I I I I I I I 850 850 855 I 855 � o I 00 I �:1 _ - - - 845 / I \ I 845 850 — _ — _ _ — — _ 850 I I I i 1 I I 840 1 I ( 840 845 i I 1 845 I BEGIN WALL ® 1 I I I STA. 140+18 154" PIPE 835 1 1 835 840 I 840 I I I O I I 1 I N I I 1 ' I� 1 1 LO 1 8301 1 00 00 830 835 00 1 835 - —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE ;1 SCDrr CITY OF CARMEL 10' 1"= 20' RECOMMENDED � �/- 6\STE,p 9l� FOR APPROVAL ,�Ce�U 4-29-04 OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" x 17" VERTICAL SCALE �'� � �.* DESIGN ENGINEER DATE 1"= 5' 1 "= 10' 1104 STATE DESIGNED: MCO DRAWN: JW SURVEY BY SHEETS IN �. ' CROSS SECTIONS CROSSROAD ENGINEERING 55 of 87 DIAN.• ONAL �' CHECKED: ASW CHECKED: FSH 140+00 to 142+00 GAI—FL PROJECT NO. GAI—IN PROJECT NO. A040171.00 2004-161-10 N O 00 N \ O U m x Li 144+0 143+00 CL CONSTRUCTION EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W LINE "A" o EXISTING R/W LINE "A" 865 865 865 I 865 c 11 X I I I I 860 cn I I ' 860 w ,I 860 860 I I . I cv ' 8.0' 12.0' I 12.0' 8.0' 8.0' L 8.0 85668 co m m _ � — — — — — i _ 855 — — — I � I— ` 855 I ' — 854-50— _ _ _ — 855 , I I \ 855 - - 1 - - — 4'� _j0 - CD I I I ly- I I I ; I 850 850 850 I I I Q 0 850 I I I I I `� i I I i I I 36 PIPE � I I i I 36" PIPE I I I I 845 I I I 845 845 845 c"I CD i 01 840 01 840 840 3 40 50 60 840 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 —60 —50 —40 —30 —20 —10 0 10 20 0 143+50 142+50 CL CONSTRUCTION EXISTING R/W CL CONSTRUCTION EXISTING R/W /—EXISTING R/W LINE "A" EXISTING R/W LINE "A" 865 860 865 860 ' I� I 8.0' 8.0' I i i 860 I � I 855 860 855 I I 1 _- - LO LO 4. r _ - - - - - - 00 00 855.53 ,� I � � , ' I — 4�-L-j � 85 5 855 850 — 1 - - i 850 I I 1 \-36 PIPE 850 845 850 1 I I 845 I I I 1 I '�36" PIPE ' I I � N I I 845 01 840 845 840 I I 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 0 840 840 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE CITY OF CARME 1"= 10' 1"= 20' L SCOTT RECOMMENDED OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" x 17" VERTICAL SCALE .9 GIST fR .�� FOR APPROVAL 4-29-04 1"= 5' 1"= 10' 3:. No. y DESIGN ENGINEER DATE 1 '* PElOW1104 * SURVEY BY SHEETS STATE of DESIGNED: MCO DRAWN: iW CROSS SECTIONS CROSSROAD ENGINEERING 56 of 87 �VDIANP��\� 142+00 to 144+00 GAI—FL PROJECT NO. GAI—IN PROJECT NO. TONAL CHECKED: ASW CHECKED: FSH A040171.00 2004-161-10 N d O 00 N d O U m ct W C) Z Q 145+00 146+00 CL CONSTRUCTION L CL CONSTRUCTION Ln LINE EXISTING R/W EXISTING R/W 'A" EXISTING R/W 865 865 /—LINE "A" EXISTING R/W w I I 870 870 I I cn Lj 860 I c 1 c° I I �' - — _ LO 860 865 i I I _ _ � II \� J I 865 � 0 1 I v,� o O � 855 I ( 855 — — I I 860 _ ---r — —00r- - - _ _ _ — Li - CD - - - 860 CE I i I 1 850 1 1 o I `� 1 850 855 1 I 36' PIPE I I I 855 1 I I I I I 00 ( I 1 I I I I to I I 7 845 °0 —60 —50 —40 —30 —20 —10 0 10 850 20 30 40 845 I x-36' PIPE 1 50 60 I I 850 CD I 0 N I II o0 1 0 1 I cp I 845 °0 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 45 144+50 145+50 CL CONSTRUCTION EXISTING R/W LINE "A" EXISTING R/W EXISTING R/W CL CONSTRUCTION I "A" EXISTING R/W 865 1 I 865 865 I ( I 1 I 1 I 1 o I I 860 jji �� M 1 860 860 -- -�-- � _ � _ _ _ _ _ _ 860 I I FL. 856.0 855 1 I I I I 855 855 1 I 855 I1 I I I I I I I I I 850 , ( ( I I ( ( 850 I 850 I \-36" PIPE I 850 � I 36" PIPE I I I I I 1 I o1 845 1 I I I 61 845 845 °p I' 1 1 —60 —50 —40 —30 —20 —10 0 10 2p 845 ( 30 40 50 60 1 I 1 840 � � —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 40 ' SCQr HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE �� P�`....• j,9 RECOMMENDED CITY OF CARMEL >. 1 = 10 1 = 20 FOR APPROVAL 4-29-04 OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" x 17" VERTICAL SCALE No. Z DESIGN ENGINEER DATE * MOM 104 5' 1 = 10 STATE OF c ,w DESIGNED: MCO DRAWN: JW SURVEY BY SHEETS CROSS SECTIONS CROSSROAD 4NAL �- ENGINEERING 57 of 87 CHECKED: ASW CHECKED: FSH 144+00 to 146+00 GAI-FL PROJECT NO. GAI-IN PROJECT NO. A040171.00 2004-161-10 N ,'I- C) 00 N \ O u m Of Z 148+00 147+ CL CONSTRUCTION, CL CONSTRUCTION EXISTING R/W � EXISTING R W LINE A EXISTING R/W EXISTING R/W LINE "A" 870 CD° E / 870 8 o CD 870 x I I I I I I I 865 M w - I i 865 865 00 - _ I-0- 865 CD I I coto - -- -I- - - - L - - - \ /� I I I 860 j I 860 860 I ( I 860 LLJ I I I I I 855 12" PIPE 12" PIPE 855 855 I I I I 0 855 S-61 I S-62 I I i \-36" PIPE I I I Lox\1-3611PIPE S-63 c� I , I � I 850 70 I1 I 850 850 850 I , -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 - , I I I I � I 0 0 0 845 845 60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 147+50 146+50 CL CONSTRUCTION EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W LINE "A" EXISTING R/W LINE "A" 870 870 870 870 I I ( I I I � I , 865 I 1 ' 865 00 865 ' I I I N � - I 86 o I o I 00 - 4 - -- - - - - - _ _ _ - - I ( 860 - - - I /� I 860 860 I I I I 860 I I I I 1 855 855 1 855 , I 855 I I`� I I I I 36 PIPE I I ( 0, I ' I -36" PIPE I 101 1 1850 I I , 850 850 850 I I -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 I I I I I I 1 �. I I 1 001 845 845 60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE { !� SCOTT RECOMMENDED CITY OF CARMEL 1" = 10' 1" = 20' G�STER 9l FOR APPROVAL ,� c,.y 4-29-04 OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" x 17" VERTICAL SCALE fti, �'r 3 No. Z DESIGN ENGINEER DATE 1"= 5' 1"= 10' * PE10MI104 SURVEY BY SHEETS STATE OF DESIGNED: MCO DRAWN: JW CROSS SECTIONS CROSSROAD ENGINEERING 58 of 87 146+00 to 148+00 GAI—FL PROJECT NO. GAI—IN PROJECT NO. TONAL CHECKED: ASW CHECKED: FSH A040171.00 2004-161-10 J N ° 00 N \ ° U CD w 150+ Z 149+00 CL CONSTRUCTION Q CL CONSTRUCTION LINE "A,. EXISTING R/W CD L EXISTING R/W 880 LINE „A„ 875 880 CD 875 x I w 1 I I I i 875 1 N 8.1 870 875 w 870 a:� cn I 1(0 °i ' I — I ( I o � � � 870 o — 870 °° I 06° - - - - - - - - - - 1 51 I I 1 I 865 860 I I 12" PIPE 865 I 0 860 1 I i 1 I w I I 1 I I 860 I I I 36" PIPE 855 860 i ( f 36" PIPE I I 855 I I S-64 I I I CD 1061 i CD I ' 0 855 01 850 855 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 850 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 149+50 148+50 CL CONSTRUCTION LINE "A" CL CONSTRUCTION LINE "A•, 875 870 875 870 1 I I I I -97.0- 1 870 co — I I I 865 –Z65 _ _ - - -- - - -- -- - 860 I ( 860 1 I I I I I 1 1 860 1 I 855 860 1 855 I I 1 36" PIPE 1 \-36" PIPE I I f o 1 855 0 ) 850 855 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 850 —10 0 10 20 30 40 50 60 60 —50 —40 —30 —20 HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE CITY OF CARMEL 1' i o' "= 20' Sco Tj RECOMMENDED VERTICAL SCALE 11' x 17' VERTICAL SCALE FOR APPROVALG ,�C,�,� 1 �c,� 4-29-04 OAK RIDGE ROAD IMPROVEMENTS i„_ 5, "— o' ¢ . DATE No. Z DESIGN ENGINEER * PElW0l104 * SURVEY 8Y SHEETS STATE OF DESIGNED: MCO DRAWN: JW CROSS SECTIONS CROSSROAD ENGINEERING 59 of 87 �ssI*D.IANP �` 148+00 to 150+00 GAI—FL PROJECT N0. GAI—IN PROJECT N0. TONAL �� CHECKED: ASW CHECKED: FSH A040171.00 2004-161-10 N v O \ 00 N O U m Z 152+00 151 +00 CD CL CONSTRUCTION EXISTING R/W CL CONSTRUCTION EXISTING R/W o EXISTING R/W LINE "A" EXISTING R/W LINE "A" ° 880 880 880 880 O I I ) I I W I I z W 875( 875 875 875 875 II o I o I o I o I I ,, '` - - - - - - I — < I —co 870 870 — � � 870 870 Of w II , I I I I I I � I ' ( I 865 865 I 865 I ' ° 865 I ( I Li 36" PIPE 1 ' I l � I 1 860 860 _50 —40 —30 —20 —10 0 10 20 0 40 50 60 60 860 � I I 60 O I0 0 0l � , I , � I 36" PIPE � 855 co —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 55 150+50 151 +50 CL CONSTRUCTION CL CONSTRUCTION EXISTING R/W EXISTING R/W LINE "A" EXISTING R/W EXISTING R/W LINE "A" 880 880 880 880 I I I 875 875 I ( � 875 875 I ( LO I I I I cV N _ — —I--- — 00 00 00 co — — -- -- I I 870 870 ( — — — — °° — _ — 870 870 ' 865 865 I 865 865 ( I I I I1 I I I ( 860 I I 860 860 860 I ' I I I I � ^ -36" PIPE to � I I ' � I 36" PIPE 855 855 855 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 55 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 NOTE: STA. 151+48.50 END CL CONSTRUCTION TRANSITION, MEETS LINE "A" HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE scorn CITY OF CARMEL 1"= 10' 1"= 20' �Q` ,� RECOMMENDED A� O� RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" x 17" VERTICAL SCALE FOR APPROVAL 4-29-04 I 3 No. 2 DESIGN ENGINEER DATE 1" = 5' 1"= 10' * PE10001104 STATE SURVEY BY SHEETS ., DESIGNED: MCO DRAWN: JW CROSS SECTIONS CROSSROAD ENGINEERING 60 of 87 � •.aDll►N�' �\? 150+00 to 152+00 / GAI—FL PROJECT NO. GAI—IN PROJECT NO. �& CHECKED: ASW CHECKED: FSH A040171.00 2004-161-10 N O 00 N O U m Of Li Q 153+00 154+00 a EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W CD LINE "A" 0 880 LINE 'A" 8 880 80 880 cis x w I I I I I w I ( I I m 875 I I 1 875 875 cn I 875 I o � � - - -- — - - - - - - - - - --- -D I LO LO — � - - -- - - coo on o �— I a,_ _- - - - - - ;- - - - - - - - - - o _ - - — I - - - - - - - - - - ' ago ado �' _ 0 870 I 870 870 I �:1 I 870 � I I I I I Of I 0 865 865 865 I I I 865 w I I I I ( I I I ( 1 1 I °° X36" PIPE I I I I 860 c0 6060 860 1 860 —60 —50 —40 —30 —20 —10 0 10 20 0 40 50 PIPE I CD I I 1 I � I 855 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 55 152+50 153+50 EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W LINE "A" LINE "A" 880 880 880 880 , I I I I I I I I I I I 875 I I 1 875 875 1 I 1 875 I o 0 0)I ' —a - - ' - - - - - - - - - ' �- - - gyp— — — te'- - -- - - - - -- I � - - -�`•1 - - � - - 00 - - - - - � — '_ _ - - _ _ — _ — ¢•7 _ I 870 I I 870 870 I I I 870 1 I I I I ( 1 I I I ! I I I I 865 865 865 I I I 865 I I I I 1 I 1 36" PIPE I I I °0 I 1 860 860 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 60 860 I I I I -36" PIPE I I � I 855 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 55 HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE �scor CITY OF CARMEL 1"= 10' 1 20' �s7E.11 RECOMMENDED VERTICAL SCALE 11" x 17" VERTICAL SCALE No.R�..:i DESIGN ENGINEER DATE 1 "= 5' 1"= 10' FOR APPROVAL J4,� 4-29-04 OAK RIDGE ROAD IMPROVEMENTS * POW 104 >Ar � STATE DESIGNED: MCO DRAWN: JW SURVEY BY SHEETS CROSS SECTIONS CROSSROAD ENGINEERING 61 of 87 /NDIANP G\� GAI—FL PROJECT N0. GAI—IN PROJECT N0. I �4N& �-� CHECKED: ASW CHECKED: FSH 152+00 t0 154+00 FL PROJECT 2IN PROJECT N O 00 N O U m af W D Z Q 155+00 156+00 O o EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W ° LINE "A" ° 880 880 875 LINE "A„ 875 x I , cn Ui I I ' I $75 875 870 I o I o — _ _ � - - - - - - - -� 870 00 co O cco 00 870 I f — — — — - — — I 870 I - - - - 00 0 �� - - - -- _ I 865 I I I 865 Li A ' ' I of I I I Q $65 ��-42" PIPE , ° ( I 860 865 I I I J 860 ' Ln I I 860 I `0 \-42" 860 855 °0 PIPE I —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 55 CD I I 0 I d , N ao 855 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 55 154+50 155+50 EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W 880 LINE "A" LINE "A" 880 880 880 , I I I I I I 875 I � 875 875 i I I 875 I I I I 1 , I I I I � _ _ _ _LO 870 I _ - - _ - -i- -- — � - - 00- -- - - � —I- - - $70 $70 �o — _ I $70 — — — — \ - - 4 - - -- - - - -- - / pop I pop ' 865 I I 865 865 I I I I I 865 I I I I I I I 42" PIPE 860 � I I 860 860 I 860 I \-36" PIPE I I I I { ^ I I I o , 855 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 55 855 00 855 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 ;a HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE ` SCoTj RECOMMENDED CITY OF CARMEL 1"= 10' 1 20' �P ......... � y�- �,�'• " G�STER '9l FOR APPROVAL ,�C 4-29-04 VERTICAL SCALE 11" x 17" VERTICAL SCALE N0• DESIGN ENGINEER DATE OAK RIDGE ROAD IMPROVEMENTS 1„= 5' 1 10' *: PElOW1104 - STATE OF DESIGNED: MCO DRAWN: JW SURVEY BY SHEETS 'NDIA0. �� CROSS SECTIONS CROSSROAD ENGINEERING 62 of 87 TONAL �� CHECKED: ASW CHECKED: FSH 154+00 to 156+00 GAI—FL PROJECT NO. GAI—IN PROJECT NO. A040171.00 2004-161-10 N O 00 N \ O u m Of W Z 157+00 158+00 CD o EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W LINE "A" LINE "A" 875 875 875 875 Cn x = Cn � I 870 � I 870 870 � - -- °°-- - - - - - - - 4• 870 I ( I I i I I I I 0 / 865 ( I I 865 865 I I 865 0 w i ' I &42" PIPE I 142" PIPE I Y 0 860 I I 860 860 I 860 w I I I I I Q ; I ; I a 0o co 855 855 855 855 /CD -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 0 O N d 156+50 157+50 EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W 875 LINE "A" r 875 875 LINE "A„ 875 II I CQ ( OD ' O O I I I 870 `V ( `V 870 870 1 � 870 1 00 - - - - \ — _-�-0 —c6-- -- - - - - - - - - - - - — 00 00 865 I I 865 865 I I I 865 I 0**�42" PIPE I PIPE I I I 860 860 � � 860 860 I I I � I I I I N ai (p 855 855 855 855 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE scorr RECOMMENDED CITY OF CARMEL 1"= 10' 1"= 20' \sT f. JC6r O AK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" x 17" VERTICAL SCALE G R FOR APPROVAL 4-29-04 t 3: No. Z DESIGN ENGINEER DATE 1"= 5' 1"= 10' * PE10001104 >�r ° SURVEY BY SHEETS �° STATE DESIGNED: MCO DRAWN: JW I*DIX0 ' CROSS SECTIONS CROSSROAD ENGINEERING 63 of 87 4NAL ��v CHECKED: ASW CHECKED: FSH 156+00 to 158+00 GAI—FL PROJECT N0. GAI—IN PROJECT N0. A040171.00 2004-161-10 N O 00 N \ V O U m w O Z 159+00 160+00 o A A EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W LINE " " " " c, 0 880 LINE 880 885 885 X _ ' W I 880 875 I I I 875 880 Ln LO, I I I I a I N N I o 00 co`;-- _ _ -- _ _ - - — — - - - 4 ' ° — - -� - - - - - - - ( 875 870 I I 870 875 — — I I I I I I ' I cD I I I I I 870 I I 865 870 I I 0 865 I ' I Li I Of �-42" PIPE I ' v NI co I 865 860 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 60 865 I I , CD ICD I 0�-42" PIPE CD I OI a ca 860 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 60 158+50 159+50 EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W LINE "A" r 880 880 LINE "A" r 880 880 , I I I I I I I , I I 00 0 I I I i 875 875 I `° ( `° I 875 875 I ( - - -t — "' _ N - - ' co O ( C5 870 870 870 I 870 - -- - - - - -- I— I I ' I I I 865 I I 865 865 ' I I 0"�42"� 865 PIPE I 42" PIPE I I I 860 00 860 860 I I 860 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 I I I � I co O ' 855 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 55 CITY OF CARMEL HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE SCojj RECOMMENDED - 1 10' 1"= 20' P ��STfR gl FOR APPROVAL ,�C 4-29-04 OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" x 17" VERTICAL SCALE 3 No. Z DESIGN ENGINEER DATE 1 = 5 1 = 10 PE10001104 STATE SURVEY BY SHEETS •. DESIGNED: MCO DRAWN: JW INOIAN�` CROSS SECTIONS CROSSROAD ENGINEERING 64 of 87 4NAL �-�� CHECKED: ASW CHECKED: FSH 158+00 t0 160+00 GAI—FL PROJECT NO. GAI—IN PROJECT NO. A040171.00 2004-161-10 N O 00 N d O U m W D z 162+ 161 +00 EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION" LINE "A 885 o LINE "A 885 885 885 c/) ( I = 1 I I i Lij I 880 w I i 880 880 = 880 cn I C _ C) _ -00— — — — °Q - - - --_` i i -- _ — — -�- - - - - - — _ — - - `7 - - — — -- — NEVE 875 LLE LN. 875 I I 0 875 875 I ' 870 870 I I 0 870 870 � cc ° I I 865 865 _ _ —20 —10 0 10 20 30 40 50 60 65 865 ( —60 —50 40 30 CD I 0 0 ) 860 860 -860 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 160+50 161 +50 EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W CL CONSTRUCTION EXISTING R/W /—LINE LINE "A" 885 "A" 885 885 885 I I ( 880 i I i 880 880 ' 880 I — — ' I � I I - - - - - - - - - - - — r - - --- - - - -'— Ln 00-- - - - 875 875 875 I 875 I ' 870 870 I 870 870 I I I , ' — 0 65 865 865 865 � � —60 —50 40 —30 —20 10 0 10 20 30 40 50 6 � I I I , (6 860 860 ' 30—50 —40 —30 —20 —10 0 10 20 30 40 50 60 HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE sc0rr MENDED CITY OF CARMEL 1"= 10' 1"= 20' �Ql� ....... ,9 RECOMMENDED VERTICAL SCALE 11" x 17' VERTICAL SCALE ,� OAK RIDGE ROAD IMPROVEMENTS FOR APPROVAL 4-29-04 3 No. y DESIGN ENGINEER DATE 1"= 5' 1"= 10' p * PEI OW1104 :* SURVEY BY SHEETS .. STATE of W DESIGNED: MCO DRAWN: JW CROSS SECTIONS CROSSROAD ENGINEERING 65 of 87 �VDIANP 'G� GAI—FL PROJECT NO. GAI—IN PROJECT NO. � ..... � 160+00 to 162+00 SON&' � CHECKED: ASW CHECKED: FSH A040171.00 2004-161-10 N O N O U Q] W O Z Q 163+00 164+00 O a EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION LINE "A" EXISTING R/W 0 885 885 885 LINE "A„ X I 885 I I I I I 880 1 880 880 880 II —u� ' I co I co , 875 — — — I - - 4 ' I -- _ _ _ - - _ _ _ ° ' — _ 875 875 --_ . — 00 00 — _ - - - __—__ — 4 I 75 W I ' I I I I 0 I 1 870 ' ' I I I I 870 870 W I 870 of I I I I I I 865 I I I CD 865 865 865 CD N � I N I I � I 860 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 60 860 60 50 40 —30 —20 —10 0 10 20 30 40 50 60 162+50 163+50 EXISTING R/W LINE CONSTRUCTION EXISTING R/W EXISTING R/W /—LINE CL CONSTRUCTION 885 /—EXISTING R/W " " 885 885 "A" 885 I I 880 I I I I 1 880 880 I 880 LO Ln 1 pop I c 1 875 875 875 00 — — I 875 I I I I 870 i ( ' 1 870 870 I ' I I 870 � I I 865 °0 I I —60 -50 —40 —30 —20 —10 0 10 20 30 40 50 60 65 865 1 865 I I I � I 8 860 60 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 SCo j HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE �Q� ...•... T,fl RECOMMENDED CITY OF CARMEL 1 10' 1 20' ,. V�. G�STER . ! FOR APPROVAL VERTICAL SCALE 11" x 17" VERTICAL SCALE 3 No. .� 4-29-04 OAK RIDGE ROAD IMPROVEMENTS < * I�11� * DESIGN ENGINEER DATE 1"= 5' 1"= 10' STATE W SURVEY BY SHEETS °'�`�, INDIANS` �� DESIGNED: MCO DRAWN: �W CROSS SECTIONS CROSSROAD ENGINEERING 66 of 87 S/ONAL �' CHECKED: ASW CHECKED: FSH 162+00 to 164+00 GAI-FL PROJECT NO. GAI-IN PROJECT NO. A040171.00 f 2004-161-10 N O 00 N \ O U m w O Z 165+00 166+00 o EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W LINE "A" LINE "A" 0 885 885 885 885 x 1 x I I I I I � I w 880 880 880 880 cn I I I I I I Q I i i o – 1 o U _ o_ _ – J� o – 'a 875 I 4 ' — �� o � � - ( 875 875 - . ; - - - - - - - - - - � � ; - - - - _. _ - 875 1-1 1 I 1 ° I I I I � 870 I 870 870 I 870 clf w I I I I I I I I I I 865 865 865 865 0 I I I I 0 O N 8601 00 860 860 . - 860 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 164+50 165+50 EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W LINE "A" LINE "A" 885 885 885 885 I I I I I I I I I I I I 880 880 I 880 880 I I I I I I I I N � , I Lo LO ANGELA LANE - - - - - _ _ _ HOWE DRIVE - - v – `— - - I 8Z,5 _ - - - � - - — - - - -' - - 0 o - _ - - _ I 875 875 - - - - - - - - - - --- 00 00 _ _ _ - - 875 00 00 I I I I I I I I 870 I 870 870 I I 870 I I I I I I I I I I I I I I I I 865 865 865 I 865 r I I I I •- I I I "� I I c6 , , cc6 860 00 860 8601 1 00 860 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE scot CITY OF CARMEL "_ ' " ' NQ. ......, T,9 RECOMMENDED 1 10 1 _ 20 G�STE,p I FOR APPROVAL JC*j� 4-29-04 OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" x 17" VERTICAL SCALE '2 N�• Z DESIGN ENGINEER DATE 1 = 5' 1' = 10' * PElOW1104 STATE DESIGNED: MCO DRAWN: JW SURVEY BY SHEETS I*DIAN�' �� CROSS SECTIONS CROSSROAD ENGINEERING 67 of 87 AL �-� CHECKED: ASW CHECKED: FSH 164+00 to 166+00 GAI—FL PROJECT NO. GAI—IN PROJECT NO. A040171.00 2004-161-10 0 o N V O U m w D Z 167+00 168+0 CD o EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W LINE "A" r 885 885 LINE "A" 885 885 cn 1 x � I I V) I I I I 880 LLJ 1 ( 880 880 880 I I a_ I� - - - - - - — - - - ---o I — - -o 0 o ui o tL0— � 05 om- - — — — - - - - - - - - - _ I I 875 875 °° °° 875 875 I iL Lj 1 � I I I o I I 0 870 870 870 1 I 1 870 w I I I I I I t l i I 1 co 865 865 865 — — —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 60 50 40 —30 —20 —J 865 —10 0 10 20 30 40 50 6 0 0 N d 166+50 167+50 EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W r - LINE "A" 885 885 LINE "A" 885 885 1 I ' I 880 I I 1 1 880 880 880� , � I I I — — — — — Lr) L0 I —Or- � 875 875 875 875 ' � - - - - - - - - - 00 � I I I I ( I 870 I 1 870 870 1 I 870 I ( I I I 1 I O I 00 1 865 00 40 50 60 65 865 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 6 —60—50 —40 30 —20 10 0 10 20 30 HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE scor CITY OF CARMEL 1"= 10' 1"= 20' �P� ....... T9 RECOMMENDED OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" x 17" VERTICAL SCALE ��'. ,G\ST fR .11� FOR APPROVAL 4-29-04 No. Z DESIGN ENGINEER DATE 1"= 5' 1"= 10,PE10001104 STATE OF DESIGNED: MCO DRAWN: JW SURVEY BY SHEETS � �HnIAN� �v CROSS SECTIONS CROSSROAD ENGINEERING 68 of N0. SS+•'••••••• '�G GAI-FL PROJECT N0. GAI-I N PROJECT TONAL �- CHECKED: ASW CHECKED: FSH 166+00 to 168+00 A040171.00 2004-161-10 169+00 170+00 EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W 880 LINE "A" LINE "A" 880 880 880 I I I M M 875 I - - � - - - - - - -- - - _ — � ' - - � — 875 875 � �.,� °° — °° � 875 870 I I I 870 870 ( I I 870 I I I 865 I � 865 865 � I � 865 I I I I 00 8601 00 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 60 860 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 60 168+50 169+50 EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W 885 /—LINE "A" LINE "A" 885 880 880 I I ' L L ' ' I I co c 880 875 880 _ I — � — � 1 - - - - - - - - + - - � — 4.� — � _ — 875 875 — — —°'1 _ _ _ o0 0o — - - - - -- - - - - - - 875 870 I I 870 870 I ( I 870 865 I ► 865 c� � ' 860 865 865 860 60 —50 —40 —30 —20 —10 �0 10 20 30 40 50 60 I I LO 860 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 60 l ;` SCOjT HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE �Q�` ....... ,� RECOMMENDED CITY OF CARMEL 1"= 10' 1"= 20' 'G\STER . l FOR APPROVALG ,� 4-29-04 VERTICAL SCALE 11" x 17" VERTICAL SCALE No. 2 OAK RIDGE ROAD IMPROVEMENTS „ PE10No. * DESIGN ENGINEER DATE 1 — 5 1 = 10 STATE DESIGNED: MCO DRAWN: JW SURVEY BY SHEETS ' INDIAN' ' �� CROSS SECTIONS CROSSROAD ENGINEERING 69 of 87 /4NAL ��G\ CHECKED: ASW CHECKED: FSH 168+00 to 170+00 GAI—FL PROJECT NO. GAI—IN PROJECT NO. A040171.00 2004-161-10 CD N O U m Li D Z 171 +00 172+00 0 o EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W /—LINE CL CONSTRUCTION EXISTING R/W "A" i 880 LINE ,'A" 880 880 880 x 1 1 I 1 w 1 I I I I 1 Ld I ) M I I M M I 875 1 00 co 875 875 1 00 I 1 875 o Q I I I 1 I O I 1 1 1 870 I I ( 870 870 I I I 870 I I I 1 Li I ( I I I 1 o I I I I Y I I I I 1 0 865 1 I 1 865 865 1 I 1 865 w ( I I I co co Q 1 I I I I 1 1 O 1 I N co � T 860 - 860 860 860 C —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 O O N 170+50 171 +50 EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION /—EXISTING R/W LINE "A" LINE "A" 880 880 880 880 I I I I c� C 875 875 875 875 1 0 0 1 _ _ 875 00 00 1 I ( 1 tit, ;-LEE I i I 1 870 I I I 870 870 I I I 870 I I I 1 I I I I I 1 I I I I I I I I I 1 865 1 I 1 865 865 1 I 1 865 I I I I 860 00 860 860 00 860 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE IF scorn CITY OF CARMEL 1"= 10' 1"= 20' �P� ......, ,9 RECOMMENDED `STE �� ,��, ` OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE x 17" VERTICAL SCALE v. G R FOR APPROVAL 4-29-04 Me 3 No. Z DESIGN ENGINEER DATE 1"= 5' 1"= 10' * : PE10001104 SURVEY BY SHEETS STATE OF DESIGNED: MCO DRAWN: JW IND I CROSS SECTIONS CROSSROAD ENGINEERING 70 of 87 ANt�.�� Al- ��V CHECKED: ASW CHECKED: FSH 70+00 to 72-00 GAI—FL PROJECT NO. GAI—IN PROJECT NO. A040171.00 2004-161-10 0 N CD U m w ° Z 173+00 174+00 CD o EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W LINE "A" LINE "A" i 880 880 880 880 wI 1 c w I = 875 _ N I 875 875 I Iq � 875 N N cn j00 00 \\ - - - I 4•� - - - - - - - - _ � 00 00 — 0 870 I I I 870 870 ( I I 870 � 1 1 Y I I I 1 0 865 1 I 865 865 1 I I 865 I cif I I I I T I ° I 00 00 co T 860 . 860 860 1860 CD —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 0 0 N cl- / 172+50 173+50 EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W LINE "A" /-LINE "A" 880 880 885 885 I 1 I I I I I M M I M M I I I 875 I I _ 1 _ 875 880 I I 880 I I I I I I 1 870 870 875 — — —I— ° 875 I I I I 4•,— � � — —� 0o 00 4•, _ I I I I I I I 1 1 1 865 I I I 865 870 I I I 870 I I 1 I I 1 I I 860 °0 860 865 I I 865 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 I I of I 4 I 860 860 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE SCOTl9 RECOMMENDED � CITY OF CARMEL 1"= 10' 1"= 20' \�!•' G�STE,p'' .l�` FOR APPROVAL ,�WU 4-29-04 OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11 x 17" VERTICAL SCALE 3 : N0. y DESIGN ENGINEER DATE 1"= 5' 1"= 10' U * PE10001104 STATE OF W DESIGNED: MCO DRAWN: JW SURVEY BY SHEETS I*DIhO.. ' CROSS SECTIONS CROSSROAD ENGINEERING 71 of 87 AL �'�� CHECKED: ASW CHECKED: FSH 172+00 to 174+00 GAI—FL PROJECT NO. GAI—IN PROJECT NO. A040171.00 2004-161-10 0 rn N d' 0 u m W ° Z 175+00 176+00 o CL CONSTRUCTION EXISTING R/W CL CONSTRUCTION EXISTING R/W ° LINE "A" LINE "A" 880 880 885 885 x W I , 8. 1 cn I I 875 I 875 880 i 880 CL ° _ I _o o rn I I ° 870 875 — -- — — _ r 00 870 °° 875 Elf Lli I I Q I 1 I I , 0 865 I 865 870 I I 870 ED W I I� 1 I � I 860 860 865 1 865 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 I 1 CD I � I C I 0 0 cl- N I 860 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 60 174+50 175+50 EXISTING R/W CL CONSTRUCTION EXISTING R/W CL CONSTRUCTION 880 LINE "A" LINE "A" 880 880 880 I , I 1 II a1 8. 1 875 �_ — I 875 875 I 875 I • ' I I 1 I 870 I I I 870 870 I 870 I ( 1 I I I I I I I I 865 I I 865 865 I 865 I I Cc 860 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 60 860 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 60 SCOT HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE �Q�` ....... T,9 RECOMMENDED CITY OF CARMEL 1"= 10' 1"= 20' �,�•. GASTER ' l FOR APPROVALQK IC 4-29-04 VERTICAL SCALE 11" x 17" VERTICAL SCALE 3 ' No. DESIGN ENGINEER DATE OAK RIDGE ROAD IMPROVEMENTS 11f= 5' 1 10' p STATE OF DESIGNED: MCO DRAWN: JW SURVEY BY SHEETS '� ;•.HDIAN..�� ' CROSS SECTIONS CROSSROAD ENGINEERING 72 of 1 87 TONAL CHECKED: ASW CHECKED: FSH 174+00 to 176+00 GAI FL PROJECT NO. GAI—IN PROJECT NO. A040171.00 2004-161-10 0 rn N d' O V m Li 0 178+00 Q 177+00 EXISTING R/W CL CONSTRUCTION EXISTING R/W CL CONSTRUCTION EXISTING R/W FLINE "A" 885 o EXISTING R/W LINE "A" 885 885 885 , I I cn I I I I X , I 880 I I ' 880 8 w , i 80 , , � 0, I 880 I I _ - - —4 - - - - - - - - - - - - _ _� — 00 00 O 875 - - - - 875 875 ( I 875 ' I LLJ I I I ' _ I 870 ' 870 870 I I 0 870 I I I ' 0 865 I I 865 865 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 865 I CD CD ui ' 0 860 860 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 177+50 176+50 EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W /-CL CONSTRUCTION EXISTING R/W LINE "A" 885 LINE "A" 885 885 885 ' I I I I 880 I I ' 880 880 i , I 880 I I - - - - - - - - - - -- � _- - � �� - —m— —°° - ---- - - - - 875 I � � I - - - - - - - - - - - - - - - - ° — _ — 4 � 875 875 ° , 875 870 ' 870 870 ' I 870 I I ' I 0 865 I 865 865 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 865 I ' I ' 0 860 860 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE a: CITY OF CARMEL 1"= 10' 1"= 20' SCOT l9 RECOMMENDED � �}- VERTICAL SCALE 11" x 17" VERTICAL SCALE ��.. 6\STfR . l FOR APPROVAL ,��L1 4-29-04 OAK RIDGE ROAD IMPROVEMENTS 1 5, 10' oaf 3 No. Z DESIGN ENGINEER DATE * ��01104 * SURVEY BY SHEETS n»: o� DESIGNED: MCO DRAWN: Jw CROSS SECTIONS CROSSROAD ENGINEERING 73 of 87 VDIAN. �V� 176+00 to 178+00 GAI—FL PROJECT N0. GAI—IN PROJECT N0. TONAL �- CHECKED: ASW CHECKED: FSH A040171.00 1 2004-161-10 d 0 rn N d' O U m fy- W Z 179+00 180+00 CD EXISTING R/W CL CONSTRUCTION EXISTING R/W o EXISTING R/W CL CONSTRUCTION EXISTING R/W LINE "A" 890 N LINE "A" 890 890 ° 890 I w I I F- I I I , 885 LLJ 885 885 885 I I I I I Oo 06 ° 880 880 —I �- — — - 00 co 880 - - �— - - - - - - - - - - - - - -�` � _ — �- - - — — RA r 1 I I w 0p 00 I I I 875 Q i 875 875 ° 875 w I I � I I U ' I °o 870 I , 870 50 60 0 870 870 —60 —50 —40 —30 —20 —10 0 10 20 30 40 � ' I I ° ° i o i 00 865 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 178+50 179+50 EXISTING R/W /—LINE CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W / LINE "A" 890 890 890 890 , I � I I 885 I 885 885 885 � I I I ( I I 880 880 - - -I _ 4 - - - - - - - — 880 00 880 I - - - - - - - - - _ I — _ _ , I 0o 00 -- _ 00 0o 875 875 875 75 8 I I I I I 870 I I 870 870 870 � � ' I I � I , ' o 00 865 865 —20 —10 0 10 20 30 40 50 60 65 865 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 —60 —50 40 30 HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE CITY OF CARMEL i"= 10' 1"= 20' SCOT] RECOMMENDED ' �,�P'G\STER 'gl FOR APPROVAL ,�'a- 4-29-04 OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" x 17" VERTICAL SCALE 3:' No. Z DESIGN ENGINEER DATE 1" 5' 1 = 10 PE10001104 STATE OF :� SURVEY BY SHEETS DESIGNED: MCO DRAWN: JW CROSS SECTIONS CROSSROAD ENGINEERING 74 of 87 INDIAHP ' \ 1 1 Q GAI-FL PROJECT NO. GAI-IN PROJECT NO. SON& ��V CHECKED: ASW CHECKED: FSH I ��+oo �� I U0+0o A040171.00 2004-161-10 O rn N d O v m Li ° z 181 +00 182+00 o EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W N LINE "A" LINE "A" 890 890 890 890 X w I I I I = 1 I I w I I I I = 885 1 ( 885 885 1 1 885 cn U L I I o o o I 00 00 I I S(.� - - - - - - - - - - - - - -_- - - - - - - - � 4p 00 00 -- j i - - - - - - - - - — �— o - - - - - o 00 00 —� ° 880 00 00 880 880 I � I 880 o I I I � I I 1 I ° I � I I I I Q 0 875 1 I 875 875 I I I 875 w � I 1 I U I I I I I 0 870 00 870 870 1 1 870 C —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 1 I ' 0 I I 0 I I a I ni 00 865 00 1865 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 180+50 181 +50 EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION /—EXISTING R/W LINE "A" LINE "A" 890 890 890 890 I I I I I I I I 885 1 I 1 885 885 1 I 1 885 ILO I _ u� 00 00 __ _ I `n I I 4 � �_ � -00 -- r- -_ - 7_ 4 - - - - - - - - - - - - ----m - 1— - - �_ ._— J— I co 00 880 I ( — _ °` I 880 880 I I I 880 I I I I I I I I 1 I I I I I 875 1 I 1 875 875 1 I 1 875 I I I N co co 870 °D 870 8701 1 870 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 CITY OF CARMEL HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE scor „ , j,� RECOMMENDED 1 = 10 1 = 20 ��STE. .QtyG FOR APPROVAL 4-29-04 OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" x 17" VERTICAL SCALE Apk 3 No. Z DESIGN ENGINEER DATE 1 "= 5' 1"= 10' *: PElOW1104 STATE SURVEY BY SHEETS DESIGNED: MCO DRAWN: JW CROSS SECTIONS CROSSROAD ENGINEERING 75 of 87 AL �' CHECKED: ASW CHECKED: FSH 180+00 t0 182+00 GAI—FL PROJECT NO. GAI—IN PROJECT NO. A040171.00 2004-161-10 IL I v CD m N O U m Of W D Z 183+00 184+00 o EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W N 895 LINE "A" 895 890 LINE "A° 890 O X I I I I W I I I I tD I = 890 890 885 N I N I 885 II I T- - -- - - - - - - - _ _�°0- - - - -�- - - 00 < I I I 885 ( o ( o I 885 880 I — — 880 ° — 4—, - - - - - - - x--00 — — � I I 1 CID � I I I NIL 0 880 880 I — --y— — — 875 875 I I ( 1 I I Q 875 I 875 870 870 I —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 0 I I 0 CID 8701 1 CID 1 60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 182+50 183+50 EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W LINE "A" LINE "A" 890 890 890 890 I I I I I I I I I N I N 885 00 ( 885 I ( 885 885 _;— — — — - — I Ln �, I J 880 I I 880 880 ( I — I 880 I I I I I I I I I I I I I I I 875 ( 875 875 I I 875 I I I I 00 00 870 100 870 870 00 1870 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE scow CITY OF CARMEL 1"= 10' 1"= 20' ........ ,9 RECOMMENDED 'G\STfR l� FOR APPROVAL ,�C. Cdr 4-29-04 OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" x 17" VERTICAL SCALE No. Z DESIGN ENGINEER DATE 1 "= 5' 1"= 10' �k PE10001104 "o STATE SURVEY 8Y SHEETS DESIGNED: MCO DRAWN: JW INDIANP. CROSS SECTIONS CROSSROAD ENGINEERING 76 of 87 •'� AL CHECKED: ASW CHECKED: FSH 182+00 to 184+00 GAI—FL PROJECT NO. GAI—IN PROJECT NO. A040171.00 2004-161-10 v O rn N d- O C-) m w a z Q 185+00 186+00 EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W ull 890 LINE 'A" LINE "A„ X 890 890 890 1 c/n ' I I w 1 0 I o 885 to I M I I °° 1 � 885 885 I 0 — — °° ' , I 885 � IL 880 ��-- -- -" I I 880 880 I I 880 o � I I 1 I I °w 875 I I , -� I I 1 875 875 1 I 1 875 M 7 Cc 00 i —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 870 60 —50 —40 —30 —20 —10 0 10 870 O 20 30 40 50 60 0 N d 184+50 185+50 EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W LINE "A" /—LINE CL CONSTRUCTION EXISTING R/W 1 r I 890 "A"890 890 890 I ' I I 1 885 I I I Ln Ln to r-i CID 00 885 885 I °° ' I 00 c 885 �� — _ - - - � — I 880 _ _ _ _ — '- - - - - I I \ ' — 880 880 — 880 1 I I I I � I I I I 875 1 , I I 1 875 875 1 875 CID I I I 1 I 1 I , —60 —50 -40 —30 —20 —10 0 10 20 30 40 50 60 70 870 60 —50 —40 —30 — — 870 20 10 0 10 20 30 40 50 60 SCOTT RECOMMENDED CITY OF CARMEL HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE P , ` �� •G�STE�P••9l FOR APPROVAL 1 = 10 1 "= 20' u ' �O 4-29-04 VERTICAL SCALE ' 3. No. OAK RIDGE ROAD IMPROVEMENTS x 17 VERTICAL SCALE DESIGN ENGINEER DATE t" * PE10MI 104 �k 1" = 5' 1"= 10' an STATE OF DESIGNED: MCO DRAWN: JW SURVEY BY SHEETS �aDIANP ' �� CROSS SECTIONS CROSSROAD ENGINEERING 77 of 87 AL ��V CHECKED: ASW CHECKED: FSH 184+00 to 186+00 CAI-FL PROJECT NO. GAI-IN PROJECT NO. A040171.00 2004-161-10 d' O rn N O U m W 0 Z 187+00 188+00 0 o EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W `� 890 LINE "A" 890 890 LINE "A" 890 0 x w I I 1 1 = I I I 1 ( 1 / I O O I w I sO o o t I 0O 0 885 o 00 I I 885 1 % I _ 0 880 I I I 880 880 I I I 880 CD I I I I I o I I I I Y I I I I 1 875 1 I 1 875 875 1 I 1 875 vI I I I I 1 co I O 1 I I co 870 Oo 870 870 870 C —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 0 0 N 186+50 187+50 EXISTING R/W CL CONSTRUCTION EXISTING R/W EXISTING R/W CL CONSTRUCTION EXISTING R/W LINE "A" LINE "A" 890 890 890 890 co I I I I\ I r ° c ' I I I 885 1 c I � 1 885 885 1 00 I 0° 1 885 I 1 880 I I I 880 880 I ( I 880 I I 1 I I I I 1 I I I I I I I 875 1 I 1 875 875 1 I 1 875 I I I 1 O I 1 N 870 00 870 870 0Q 870 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE \P� scorT9 RECOMMENDED CITY OF CARMEL i"= 10' 1"= 20' ��•. �,\STfR l� FOR APPROVAL ,�C �. 4-29-04 OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" x 17" VERTICAL SCALE \ DESIGN ENGINEER DATE 1"= 5' 1"= 10' IN" No. * PE10001104 STATE OF DESIGNED: MCO DRAWN: JW SURVEY BY SHEETS I*DIA0. �� CROSS SECTIONS CROSSROAD ENGINEERING 78 of 87 TONAL �-� CHECKED: ASW CHECKED: FSH 186+00 to 188+00 GAI-FL PROJECT NO. GAI-IN PROJECT NO. A040171.00 2004-161-10 CD 0 CD 0 141 +36 CL CONSTRUCTION _ - __.. ------- - --- -- — EXISTING R/W LINE "A�� -- -- ___ _ - --- -- ------- ----- --- i 138+96 860 sso 142+65 o ' 865 i 860 860 I i I I 1 855 — -_ _ _ - +-----_._ - -- --�- - --- 855 I 1 N 00 ° 1 I '` --- ' .—. 860 1 - - - --- - ---- - - 860 855 ; _ } 855 I 1 I 1 I I i I cf) Lo co __$ ? 4 { t 850 8.0' i 850 I I - - - - - _ I I 8 .39 I 4 850 ` _ - _- 850 I I 855 1 N - _ + 4 __... - _ 855 _ _ --- o:o y- -- --- --- -- - _ - - 1 0.02 - 00 I I Io 845 -..----_- __ _---_ -_ _ ___ t_. __ _ ._ _ --r------- ---_ _____ -_- 845 Y 1 - ----- -- -- --- --- -. 1 - -- --- _ - - } 850 0 845 ! i i _ -- 845 ; IN 850 i I ' ----- ---- __ - --�- 840 i II i 1 840 -70 -60 -50 -40 -30 -20 -10 0 10 1 I - -F- 845 - ---- --- 845 } { 1 T 840 + k _ _ }._._ — 840 -- o I I I CD N 140+87 Ln 840 1_ ; ! --- -- -- __L— 840 -10 0 10 20 30 40 50 60 70 835 835 -50 -40 -30 -20 -10 0 1 _ _ __ - _ __ _-__._ --_ ________ 855 00 10 1 0.02 - -- ------- -- ----- 00 —oo -0.03 2% I 848.74 - - --- _ 850 i 'T i 845 845 ---- I , i 141 +44 I I 137+45 840 ---- ___ _t_. 840 i 855 855 1 f I 860 _ -- --1 - _ _ I i I _- ----- _—r------—�- 860 I I 2.5' 6.0' I 835 ----- _00 11835 I I I 848.64 ° ao �' -10 0 10 20 30 40 50 60 70 _ __ _ _ _ ________ _.__ _ �, 850 855 - - - -1- i ; I —_ +— 855 850 ' _ 00 -_ _ - __ __ .. ___ I I fi C — — ------ - - - -- - _ - - _ ------------ -- I r , j - - _ -- — _ 1 �- oo ao O� , 850.83 ! - - - - `o I U) --- --- – 100 oar 2 00 +c-0009% I -------- ---- - ao 0.02 i I f i I — — 845 850 _ - __ __ _ y-�— 850 845 _ J } 139+ 1 1 j I . I I I i ; I 855 855 _ _ 845 ----- I I I I I I � 845 840 840 850 D— 850� 840 835 i }- -Oo 13 14 846.58 835 845 co 35 _-_ _ _ _ ( _ _. _ _- _ __ 1_______�._____-- 845 835 _ _ °°_1_ 1 _ _ _L_ 8 830 60 -50 -40 -30 -20 -10 0 10 30 ( ( I ° ; -10 0 10 20 30 40 50 60 70 840 _ -- -- - 840 � I 835 °°L_. __---_-- ---___ _ _ ---------1 -------- _ I s _ ------ -- ---- ----10 0 10 20 30 835 - 40 50 60 70 HORIZONTAL SCALE 11 x17" HORIZONTAL SCALE SCOT] RECOMMENDED AC4r CITY OF CARMEL 1"= 10' 1"= 20' NTE l & L�-�- OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" x 17" VERTICAL SCAL R FOR APPROVAL 4-29-04 3 No. Z DESIGN ENGINEER DATE 1" = 5' 1"= 10' PE10001104 -v SFATE DESIGNED: MCO DRAWN: AWC SURVEY BY SHEETS �HDIAN�' CROSS SECTIONS CROSSROAD ENGINEERING 79 of 87 �ONAL �\ CHECKED: ASW CHECKED: FSH FOR RESIDENT DRIVEWAYS GAI—FL PROJECT N0. GAI—IN PROJECT N0. A040171 .00 2004-161-10 N N I ° 144+67 N 865 1 _ __r - -- —__ __ --- 865 m I t ° + 2 146+66 145 8 I 859.0 � o __. ___ --- - - ._._ __ .� -_-- -- -------- - 860 _ ________________. --___ _____ _. _ __-..__ _--- ------_._.--- _ _ _ _._ __ ----- — -- 860 _ . _ - t_ _ + '•' -- - _ 1 870 - - _ E _ ----- 870 870 I , , __- _ . _ _ -a3 - -- -;-- - - - - _ __ 870 I i + N 1 00 1 I i CD C 11 Li 855 - _ _. } I �- 855 I I 865 I ' 865 865 861.91 w 0 865 t I I I 't U) I 860.05 - - - - I - - - _ -- — 00 -- ° 850 ____ __ _ _ ___ _ ._ ___ -� __ .----_ -__ __ � Q — - --� ' � _ _ 3 � _ I � 850 860 Tom- - - °�° - - -o— - - °�° _ ___ 860 860 --._---_-__-____I _ 860 LO t Li CD ! 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A040171.00 2004-161-10 CD r+� 0 L0 0 Q 0 0 150+70 151 +80 152+63 CD 0 880 880 SSO 880 880 -- -__._._._ ._ __ -__ 880 I f w i 8751 I I { 875 875 --- 875 -I 875 I i ---- 875 I j I 16.0 871.83 I M o N ' 871.53 I co I p 871.51 Cn 00 0 0 0 00 00 r — _° CA —01 00 0.�a —- — — ---- — 0 870 870 870 ------ _ ----- 870 870 870 __.__._ _ ------.____ I 1 ----_----- o 865 865 ( __ 865 865 t w I � 860E _ _ ___ �. _ _ i ___ ____ ____. . .________-__ -_ _____________.____ 1_-__ __ _-_______._ ___- a. - ___ 1__ _ __1_-_____— ____- __ �- 860 860 __ _ .____ _ __ _____._._ _ _ ______ -__ ._ 860 860 � _ ____-__ 860 ° I -10 0 10 20 30 40 50 60 -10 0 10 20 30 40 50 60 CD CD CN II nI I ! 1 of 855 �____ ° 1 ._�_ _- __ ? _ i__ _. ____ ___ __. ____ 855 -10 0 10 20 30 40 50 60 147+44 150+78 152+45 870 _ _ _ _ ___ - _ _ --_-_ ____ – 87o sso -__ ._ ._--- __ __ _._ . __.____ __ __ --____ - --___ _____.___-_- _ _____-----__ _ _ -_-_.--_--____ ____—_. � � ; T � i� 880 880 i � -� , 880 865 _ . 8s2:�9 I I a _ - 865 875 + ---- . . i 875 f i---_---- __.._______ __ .. __ _--_--__._ _----_._ __ ------__ �___ ____.-_ 875 875 _.__ N N c0 I I I I — 00 I I 0 1 I i I I 870.33 o I o !, - - - - i Q) (D I a0 r 860 _ } + I 860 870 - SsB.so - ---__._ _ _ °� _ __ o ___ ---' -- 870 870 -- - - - - --- _ -.___ .__.- — ---- 870 I I I 855 -____ _ _ __ _ _. _ _ __. + j ___ _. _ _ ______-_-_�____� 855 865 rt 865 865 865 co I II L C1 850 __ _ _ _ 850 860 ._.-_- ____�___ --- -____ ___--. __ -------- --____.--- 860 860 _____ _� _ ____ .__ -___--___�._ 860 -60 -50 -40 -30 -20 -10 0 10 II -60 -50 -40 -30 -20 -10 0 10 I I � II 855 ---_.___ _--__-�.____._.__ __ - _ -----__________ i ___ _- ---_._-�_ Coll 855 -60 -50 -40 -30 -20 -10 0 60 HORIZONTAL SCALE 11"x17' HORIZONTAL SCALE �� score RECOMMENDED CITY OF CARMEL 1"= 10' 1"= 20' �, Q S T f "�l ICJ � . 3 G�No.Rte•Z FOR APPROVAL 4-29-04 OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" x 17'T VERTICAL SCALE P DESIGN ENGINEER DATE 5 1„_ 10, : * 1 = - -v STATE OF DESIGNED: MCO DRAWN: AWC SURVEY BY SHEETS CROSS SECTIONS CROSSROAD ENGINEERING 81 of 87 F AL G CHECKED: ASW CHECKED: FSH FOR RESIDENT DRIVEWAYS GAI—FL PROJECT NO. GAI—IN PROJECT NO. A040171 .00 2004-161 -10 � ` ` - ' � � ' ` � . . , ` ~ ' ` - ' ^ ` ~ ` ' ^ � - ` ' ` ' ` cr- < 155+05 156+ 14 153+72 875 875 CD 880 CD 869 56 1 870 cl- CD 875 (0 cn 875 (0 6 00 L'i 875 00 00 cn 04 865 868.69 Lq 870 865 00 00 0 co 870 870 00 00 CD 865 865 LLJ af 855 u 5 50 60 CD cs CD CD 855 855 855 10 10 0 10 20 30 40 50 60 153+03 154+57 880 880 880 880 875 875 - 875 875 LO 00 869.83 870 .96 0) 00 c6 —:rA 00 00 868.63 C6 00 870 870 00 865 1- 865 865 860 860 Cc 00 1 855 855 —10 0 10 20 30 40 50 60 HORIZONTAL SCALE 11"xl7" HORIZONTAL SCALE CITY OF CARMEL 1"= 10' * SIO VERTICAL SCALE 11" x 17" VERTICAL SCALE RECOMMENDED OAK RIDGE ROAD IMPROVEMENTS FOR APPROVAL 4-29-04 5' 10, No. DESIGN ENGINEER DATE SHEETS N PEIWOII04 SURVEY BY SrATE OF DESIGNED: MCO DRAWN: AWC CROSS SECTIONS CROSSROAD ENGINEERING 82 off 87 GAI—FL PROJECT NO. GAI—IN PROJECT NO. & CHECKED: ASW CHECKED: FSH FOR RESIDENT DRIVEWAYS A040171.00 1 2004-161-10 '� N N d O co N \ d' O U m Of W 0 Z Q 156+72 157+75 158+72 CD875 _ _ __ ___-__ ------.-----_.____-- 875 875 --------- _- -_-_ -- I -- --- ---- -- 875 880 ---__--- __ ______1 _ __. ___ i ___ _.___- _ - 880 i of cn x { I I 1 { w y I i O I 0) I I 00 , 1 868.71 rn � 868.83 1 W 870 __ l-. 1 _a ___ __ __ _. _._____ _ --__ _ --__.__ -_ 870 870 _ �_ _ - - 870 875 - _. _ __+_ _ _ __.._} �_ _ __ -_ 875 w a0 c0 I � 00 ----- _ N r _ � _ � r— — — N I I O N 87,.10 to to CID d r - - - - - 865 - __ _ __ ___ _ _ ._ ._ ____- . _ ____-- __-- _. __.._ 865 865 _..______ _____ _�____ ____ ______ __ ___ _ ___.�___.__.-__-_ 865 870 - -- --___ _ I _--- ____ - _ _ __--- ._ -. --- 870 o r � � I ° w i ry I I _ ------ + - - _ ---- 860 865 - i _ -- -- 865 Y 8601 f ( _ + -- ---- - 860 860 - -- _ _ . - _ - j f - o Of fi 1 j II II __ ____ _ _ ___ -1 _ _ _ _ _ { _ __-. .___-- - _._________-_ 855 860 ___ _ ____ ►- _ _ _ _ - _-__ _-._ ._--_-._ -------___-- 860 855 1 _ . __ _._ _ -_ 855 855 f T -10 0 10 20 30 40 50 60 -10 0 10 20 30 40 50 60 CD I � I CD I I 0 1 0 855 - __ l _ _ ! _- -----°° ----- 855 -60 -50 40 -30 -20 -10 0 10 156+65 157+02 158+69 I- I __ _____-- 880 T 8 875 875 o I N I o M �' N 06 ________ ____-___--+.----.--_-_--- 875 870 __ __--_ _______+___ _ � � � g-._ -.- --__----___ _ �__.____. __-_�-_ 870 870 --.__ _-__ ______} _-__ __. � __ . _--_____--_ � � - - ---- -- 870 875 ._ _ � { 868.14— — , cp 00 _ _ 867.98 ( op 00 I I I 00 _ � 869.97 — — 00 _ °o 65 ____ ___.__ _� ____ -- - _______-- _ ----- -- 865 865 ----- ---___+ __._ ___-_-__ -_ _ _ __ __-_-_ ------- -�-- 865 870 -_--- 870 8 f I , I I I I 860 860 860 860 865 i I I I i 855 855 855 L _---- 855 860 --.-__ __ _ _ _._______ __ _ t - -------+- 860 -60 -50 -40 -30 -20 -10 0 10 -60 -50 -40 -30 -20 -10 0 10 ' t 85510 0 10 20 30 40 50 60 55 HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE SO CITY OF CARMEL 1"= 10 1"= 20' RECOMMENDED " No. ZFOR APPROVAL /► jCvj� 4-29-04 OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" x 17" VERTICAL SCALE DESIGN ENGINEER DATE 1" = 5' 1"= 10 * : PE10001104 -v STATE DESIGNED: MCO DRAWN: AWC SURVEY BY SHEETS "NDIA0 �� CROSS SECTIONS CROSSROAD ENGINEERING 83 of 87 AL �'�� CHECKED: ASW CHECKED: FSH FOR RESIDENT DRIVEWAYS GAI—FL PROJECT N0. GAI—IN PROJECT N0. 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A040171.00 2004-161-10 CD CD m Of O Z 0 169+95 171 +23 172+38 c� 880 880 880 880 — 880 CD LLJ 0c) r, 04 0 00 1 00 1--873.94 (0 Ln Ln r- Ki ---874.1 0 T7 to f- 875 — 875 875 -co- 875 875 - - -- 875 00 00 r- r- 00 873.18 00 cn 0.04 0.02 00 < 870 870 870 870 870 -- 870 L'i (D af -----1865 865 865 865 865 865 0 Ld < co 860 860 860 860 860 860 -- T —10 0 10 20 30 40 50 60 —60 —50 —40 —30 —20 —10 0 10 —60 —50 —40 —30 —20 —10 0 10 CD (D N m 169+28 170+51 171 +49 880 88 880 880 880 -------- - 880 0 ------------ 0 C14 Lc) 0 0 00 874.53 --t 00 00 Lr) 873.86 4 873.92 O� r 875 --- 875 875 ---- N: ---m -- 875 875 t t- — 875 1 0�04 07 6.6452 00 0.189 00 r- i 00 co �L-00 8701---- - — 870 870 870 870 870 865 -- 865 865 865 865 865 03 Cc C* 860 860 860 860 860 860 60 —50 —40 —30 —20 —10 0 10 —10 0 10 20 30 40 50 60 —10 0 10 20 30 40 50 60 HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE sco CITY OF CARMEL 1"= 10' 1"= 20' ..... RECOMMENDED FOR APPROVAL IV J"�} 4-29-04 OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" x 17" VERTICAL SCALE No. .. z DESIGN ENGINEER DATE 1" = 51 0' PE1 W01 104 DESIGNED: MCO DRAWN: AWC SURVEY BY SHEETS CROSSROAD ENGINEERING 85 CROSS SECTIONS lof l 87 TONAL CHECKED: ASW CHECKED: FSH FOR RESIDENT DRIVEWAYS GAI—FL PROJECT NO. GAI—IN PROJECT NO. A040171.00 2004-161-10 v O rn N O U m Li ° Z Q 172+78 177+49 179+76 CD ° 880 _____ __ _ ._ _ _.._ . _ --- _ .__..__ _ _ _- 880 885 --- -----__ __ _ _. .- --_--_ ______ I ___ __ -__ _--- 885 890 ____ _ _ __- - 890 ' I I i I I I i Lc) a, LLJ r- 1-1 I 874.91 I rli j ri M j 1 I c 00 r M _ -+ ------- 880 885 _ - + - _ --- --- -- 885 875 } __ __-_ _ ._ - �_ _ ___�.__ ___ 875 880 -- ___. ___- _ _ _ = i 8 3 - - - - ono n ! ! oo I rn 876.43 I j �j 880.73 , o — I 00 CO --60— -- — — m _ +�- cD _ -. _ _ __ ______._____ --------..__-- -____ _ _ -. _ i 875 33 _.. f o - ------ - 880 0 870 r _ _ _ } { __ _ - -+ -- - 870 875 _ _ -- 00 I ° - --- - - + _- ---- 870 875 _ . __ ' _ _ ----------{ -- 875 I I Y . .,. ._ � _-__ _ ._ _ _ __-_._ 865 870 865 f- ? 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' � --- __---____-- �00—__.___-- 860 865 -- ---- _ .-__-_ _ __� � _._____ __ __._ 865 —10 0 10 20 30 40 50 60 —60 —50 —40 —30 —20 —10 0 10 —10 0 10 20 30 40 50 60 SCr7T CITY OF CARMEL HORIZONTAiOSCALE 11"x17" HORIZ 20T�AL SCALE .,...., j,� RECOMMENDED FOR APPROVAL JC4r4-29-04 OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" x 17" ,VERTICAL SCALE 3 : No. Z DESIGN ENGINEER DATE 1 = 5 1 = 10 * PE10001104 SURVEY BY SHEETS . STATE OF DESIGNED: MCO DRAWN: AWC CROSS SECTIONS CROSSROAD ENGINEERING 86 of 87 ss�ON& V CHECKED: ASW CHECKED: FSH FOR RESIDENT DRIVEWAYS GAI-FL PROJECT NO. GAI-IN PROJECT NO. A040171.00 2004-161-10 C) rn O m Of < 180+26 187+76 CD - - - 890 Ln 890 890 ------- 890 c D j I 12.7' 8.0, 11,8, 1 19.5' 8.5' V) W I x 0 cn co 885 --.-- 885 885 -00 UL) 885 LLJ 00 883,51 00 cn i ( j - - - - — - - LO LO Fz I 880.91 L —--------- CD < 00 co — u &.-6B�3 3, 880 m 00 880 880 880 I I I I W I C -------- ---- 875 875 -- 875 875 0 W I (0 cc I CO 870 , - 870 870 -- t ---- 870 T —10 0 10 20 30 40 50 60 —60 —50 —40 150 —20 —10 0 10 0 't CD 0 CIA 181 +90 179+98 8901 -- -- 890 890 -- 890 I � I I � I 885 ---- --- 885 885 0-0 ------- 885 882.22 881.28 I Ln 0 0) 00— — — 0 00 00 0 — — — — -- — — — co — Ge33 ---Go co c6' 00 ().OB:53 f- - �- ---c QD ��8�O 880 8801 - - - - --- I t r- 880 00 00 875 !1 875 875 875 870 870 870 -- 870 10 0 10 20 30 40 50 60 —10 0 10 20 30 40 50 60 HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE SCOTT RECOMMENDED CITY OF CARMEL 1 10, 1 20' N ........ST T 4-29-04 OAK RIDGE ROAD IMPROVEMENTS FOR APPROVAL VERTICAL SCALE 11 x 17" VERTICAL SCALE No. DESIGN ENGINEER DATE 1 = 5' 1 10, PElOW1104 SURVEY BY SHEETS DESIGNED: MCO DRAWN: AWC CROSS SECTIONS CROSSROAD ENGINEERING 87 of 87 TONAL. CHECKED: ASW CHECKED: FSH FOR RESIDENT DRIVEWAYS GAI—FL PROJECT NO. GAI—IN PROJECT NO. A040171.00 2004-161-10